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RC-17-1477Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Permit NO. RC-6-17-1477 Permit Type: Residential Construction Work Classification: Alteration Permit Status: APPROVED Issue Bate: 6/19/2017 Expiration: 12/16/2017 Applicant 555 NE 93 Street Miami Shores, FL 1132060141020 Block: Lot: VERONICA MOLINA FREDERICN Owner Information Address Phone Cell VERONICA MOLINA FREDERICK 555 NE 93 Street MIAMI SHORES FL 33138- (786)260-4901 555 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) HOME OWNER Valuation: Total Sq Feet: $ 7,000.00 0 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: REPLACEMENT OF WINDOWS, DC Stories: Front Setback: Left Setback: Bedrooms: 3 Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: 2 Certificate Status: Additional Info: Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Amount $4.20 $3.15 $3.15 $1.40 $5.00 $210.00 $80.00 $12.00 $5.60 Total: $324.50 Pay Date Pay Type Invoice # RC-6-17-64189 06/02/2017 Credit Card 06/19/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 274.50 $ 274.50 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Building Review Plumbing Review Mechanical Review Electrical Review Planning Review Structural 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,* LUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA construction a z.n IT: I fy at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ore, I authorize the above -named contractor to do the work stated. June 19, 2017 A orized gnature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 19, 2017 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC20,d BUILDING Master Permit No. ' ` .-4 PERMIT APPLICATION ® BUILDING PLUMBING ❑ ELECTRIC ❑ ROOFING ❑ REVISION Sub Permit No. ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 5 5 5 IJ 9 bra 'T City: Miami Shores County: Folio/Parcel#: Occupancy Type: Load: Construction Type: Miami Dade ❑ EXTENSION El RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 3 3138 Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): J i2.ON ((4 1-60IJ JA Phone#: 16 -4260 - 4?O I Address: 5A f-t City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: OwNg42. Phone#: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: IN N (o (/J fL ?L_ L C- Phone#: Address: t3i L .P%L # cbr." 9.. City: Y 2 L State: 'T'L Zip: 331(O(o Value of Work for this Permit: $ Th000 Type of Work: ❑ Addition n Alteration Description of Work: Q c )-t . J i OF 51-Al 5 tN TN.TiAciZ- Square/Linear Footage of Work: I New ,FBI Repair/Replace ❑ Demolition tJ� iN QuWS 0iD P OiL AN,7 Specify color of color thru tile: Submittal Fee $ 50 ° c Permit Fee $ 210 - CCF $ CO/CC $91 Scanning Fee $ Radon Fee $ DBPR $ Notary $ • CO Technology Fee $ - • Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ • 5 v (Revised02/24/2014) Bonding. Company's Name (if applicable) Bonding Company's Address! City' ' State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature !/ .�U Ca OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 02- day of Jt+` , 20 1 , by day of , 20 , by V�'oN 1CA. - 1\401.1 , who is personally known tow , who is personally known to me or who has produced T1-- rl l kK-C� L1twf`J'�s -' me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: t (V©-A:U\i plr.2 � Print: Seal: Seal: * Notary Public State of Florida Sindia Alvarez AT My Commission FF 156750 0, or xpires09/03/2018 APPROVED BY (Revised02/24/2014) ***** ************************************** Plans Examiner a 6/"7 /17 Zoning Structural Review Clerk 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: \If CA r(.O LI /J,4 DATE: =? A /ZDI 3- ADDRESS: 6 J 5 toe 9 d ST Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial y ke 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial a 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial V 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, wtN'ch violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. / Initial V 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by cou ty or municipal ordinance. 1 Initial V �,M(// • 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial V' l 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that 1 must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial V H9 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial V!J 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html , / Initial j� it? 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 9, 5 5 Ne gird ST Initial ytf 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Vf,' Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this <�Z day of , 20 i� BY VE12-r3N KW"- E Produced there License or who was personally known to me or who has as identification. NOTARY • es- Po., Notary Public Late of Florida Sindia z My Commission FF 156750 d� Expires 09/03/2018 Miami Shores \fillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: VQ201.1,1A0k 6 1 I vgAoki t cA i-(©L /AA Qualifier/Owner Signature Date Print Name w J J LC) 0 a d D L() w z ROPERTY A- / / ► I I LOCATION PLAN SCALE N.T.S. U -I z Q �aa..zO 2 XwQ(OOw w c-. x x—x x— x-x-x-X = 21-0", . 71 51 0i1 w I w X wc)X z Q z OO z WOG \Pt/ y( I I -0" LO .E j O ECD 0 I -' CD CC •• • 1 1 OtJ PROPOSED SITE PLAN mO SCALE 1/16" = 1'-0° Miami Shores Village APPROVED BY DATE ZONING DEPT (a 1 17 BLDG DEPT ✓ �JA ice, S :RE TO COMPLIA C - WITH ALL FE E AL STATE AND COUNTY U ES AND REGULATIONS 12 0) w Z SCOPE OF WORK • EXISTING EXT. WINDOWS & EXT. DOORS REPLACEMENT, DOOR AND WINDOWS TO BE BLOCKED IT UP, CHANGE FROM WINDOW TO DOOR & NEW EXT. CONCRETE STAIRS. ENLARGED WINDOW (AS SHOWN ON PLANS). • NOT ELECTRICAL, MECHANICAL OR PLUMBING WORK UNDER THIS PERMIT. INDEX PAGE DESCRIPTION • SD-1 SITE PLAN & LOCATION PLAN _ • _ SD-2 EXISTING & DEMOLITION PLAN • • • SD-3 PROPOSED FLOOR PLAN • SD-4 EXISTING & PROPOSED SOUTH EI.SVASION SD-5 EXISTING & PROPOSED NORTH ELWYLION SD-6 EXISTING & PROPOSED EAST ELEVAT.QItl • SD-7 EXISTING & PROPOSED WEST ELE'poQ'1 • SD-8 WINDOWS & DOOR DETAILS • • • SD-9 WINDOWS & DOOR SCHEDULE • • • • • SD-10 NOTES • • . SD-11 DETAILS •• • SD-12 DETAILS • •. • SD-13 DETAILS • • • • FOLIO NUMBER: 11-3206-014-1020 LEGAL DESCRIPTION: MIAMI SHORES SEC 2 PB 10-37 LOT 20 & W1/2 LOT 21 BLK 56 LOT SIZE 75.000 X 128 COC 26273-2819 02 2008 5 OR 26273-2819 0208 01 CLASSIFICATION OF CONSTRUCTION: TYPE III B ALTERATION LEVEL: 2 FLORIDA BUILDING CODE, EXISTING 2014. PUBLIC WORKS NOTE - 1 ALL CONSTRUCTION AND/OR USE OF EQUIPMENT IN THE - RIGHT-OF-WAY AND/OR EASEMENTS, REQUIRE A 0 SEPARATE PUBLIC WORKS DEPARTMENT PERMIT PRIOR F- TO START OF CONSTRUCTION PERMIT REQUIREMENTS: PROOF OF EXISTING 170 SIDEWALKS/SWALE AREA CONDITIONS ( PICTURES) I` AND/OR POSTING OF SIDEWALK/ROADWAY BONDS ( PUBLIC WORKS INSPECTION OF THE RIGHT -OF WAY WILL BE REQUIRED PRIOR TO FINAL SIGN -OFF ON THE C.C. / C.O., OR THE RELEASE OF BONDS.) THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. • • • • • • •4 ALL DIMENSIONS, AND JOB sat. CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION AND/OR INSTALLATION. NOTE. -DESIGN LN/ITEDTO SCOPE OF NORK -ANY CORRECTIONS, INK MARKS, NHI-E OUT OR STICK-0NS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT Engineer. THIS DOCUMENT IS THE PROPERTY OF !ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT NRNTET CCNSENT OF THE CERTIFYING TNC INEER. REVISIONS NO. DATE 0- Z O U 0 -J z -J 0- W 1— v, • • • • C!•,C') �C O C) OJ LL w Oa Q rn z Ln Ln Lc) DA05-30-2017 S A SHOWN (15Errin DRAWING NO. SD-1 SHEET 1 OF 13 GENERAL DEMOLITION NOTES: REVISIONS 1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AFFECTING THE PRELIMINARY DEMOLITION; WHETHER SHOWN .OR NOT SHOWN, ITEMS MAY HAVE TO BE RELOCATED AND/OR TEMPORARILY SUSPENDED, SUPPORTED, OR REMOVED AS REQUIRED FOR PURPOSES OF DESIGN DISCOVERY. 2. GENERAL CONTRACTOR SHALL COORDINATE PRELIMINARY DEMOLITION OPERATIONS WITH ALL OTHER REQUIRED SUB -CONTRACTORS AND RESPECTIVE TRADES WHERE APPLICABLE. ALL DEMOLITION WORK SHALL BE CONDUCTED UNDER CONTROLLED CONDITIONS. 3. REMOVE ALL FIXTURES AND ELECTRICAL DEVICES AS INDICATED ON PLAN. (IF APPLY) 4. COORDINATE ANY SHUTDOWN OF EXISTING SERVICES AND EQUIPMENT REMAINING IN USE WITH OWNERS' REPRESENTATIVE. PROVIDE ADEQUATE NOTICE AND MAKE PROVISIONS TO MINIMIZE IMPACT TO ANY NEIGHBORING UNITS OR TENANTS 5. REMOVE ALL CONDUIT AND WIRE BACK TO NEAREST UPSTREAM DEVICE REMAINING IN SERVICE. WHERE DEMOLITION WORK AFFECTS ELECTRICAL SERVICE TO DOWNSTREAM DEVICES TO REMAIN; EXTEND CONDUIT AND WIRE AS REQUIRED TO MAINTAIN ELECTRICAL SERVICE.(YF APPLY 6. DISPOSE OF ALL MATERIALS OFF SITE, ALL MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL STATE AND LOCAL REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISCARDING OF ALL DEMOLITION WASTE INCLUDING ANY UNFORESEEN ITEMS WITHIN THE SCOPE OF THE PROJECT. 7. CARE SHOULD BE EXERCISED DURING DEMOLITION TO HAVE THE LEAST IMPACT ON THE CONDUIT OF EXISTING DEVICES. WHERE FEASIBLE EXISTING CONDUIT SHOULD BE LEFT INTACT AND TEMPORARILY SUPPORTED UNTIL THE DESIGN INTENT CAN ESTABLISH THE DESIRED RELOCATION AND/OR REMOVAL. SERVICE IN SUCH CASES NEEDS TO BE INTERRUPTED. 8. CARE SHOULD BE EXERCISED TO PROTECT ALL EXISTING FINISHED SURFACES AND APPLIANCES DURING DEMOLITION. THE CONTRACTOR IS EXPECTED TO PROTECT FROM DUST AND DEBRIS ALL EXISTING APPLIANCES THROUGHOUT THE UNIT, INCLUSIVE OF , PLUMBING FIXTURES, CABINETRY, KITCHEN APPLIANCES, ETC. EXIST. CU III MASTER BEDROOM 0 1 O 111111111111111111111111111 CLOSET # 1 1111111) mug. FAMILY ROOM SILL TO BE DEMOLISHED EJ Y 28'-4" rt MASTER BATHROOM —1 fl STORAGE X KITCHEN L. • r r —I— —1— —1 L 1 I LIVING/DINING ROOM BEDROOM # 2 0 •••.-.-. • ...-.. ••II • ••. ••••NV • •• •• — 41 • • ' • • • • •• CLOSET # 2 L- HALL W O BATHROOM # 2 1111111T ENTRY V J1-2" vt " EXIST. FLOOR PLAN SCALE 1' "= 3/15'=• 3/16-0" LEGEND EXISTING 8" CMU WALL TO REMAIN EXISTING AREA TO BE DEMOLISHED NEW 8" CMU WALL BLOCKED IT UP EXISTING INTERIOR PARTITION WALL TO REMAIN j/) CLOSET # 3 BEDROOM # 3 ..I 11 ALL DIMENSIONS, AND JOB SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION AND/OR INSTALLATION. II. 4,•. .. •. '•. .. . •. •. • .• ••. NOTE. -DESIGN LIMITED TO SCOPE OF WORK -ANY CORRECTIONS. INK MARKS. 'MII-E OUT OR STICK-ONS WILL VOID THESE DRA.VANGS AND CALCULATIONS. COPYRIGHT Engineer. THIS DOCUMENT IS THE PROPERTY OF EENGNEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT NRrTTES CCNSENT OF THE CERTIFYING ENGINEER. NO. DATE •• •± 0 z 0 J 0 W 0 0 0 z W • • JJ cc?) M O M OLL J oes M 0 � Z Z Ln Juan C. Mote FL Reg P.E. # 69818 MA0E 5--30-2017 ) SAS SHOWN ) 'DRAWN J.M. ) V DRAWING NO. SD-2 (SHEET 2 of 13 ) ARCHITECTURAL NOTES: 1. THE CONTRACTOR SHALL INSPECT ALL EXISTING CONDITIONS, VERIFY ALL ON SITE DIMENSIONS, EQUIPMENT AND BUILDING PLANS SHOULD BE REVIEWED TO ASSESS THE ENTIRE SCOPE OF THE PROJECT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES INCLUDING THE EXISTING STRUCTURAL ELEMENTS OF THE BUILDING 3. THE CONTRACTOR SHALL PROVIDE ALL ELEMEN.T.S. OF THE SYSTEMS AS INTENDED BY THE DESIGN TO RESULT IN COMPLETE AND WORKABLE SYSTEMS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, SAFETY STANDARDS AND GOVERNING ORDINANCES. 4. ALL FINISH MATERIALS COSIGN FOR THIS SPACE WILL BE DETERMINED BY CHOICE OF OTHERS. 5. ALL FURNITURE AND BUILT-INS NOT IN CONTRACT. CONTRACTOR TO COORDINATE SIZE AND LOCATION OF ANY BLOCKING REQUIRED (2"X4" MIN.) FOR MOUNTING REQUIREMENTS. 6. ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM PROJECT SITE. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR EXACT LOCATION OF OPENINGS, FIXTURES, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF THE CONSTRUCTION. 10. REQUIRED INSURANCE SHALL BE PROVIDED BY CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB PRIOR TO BEGINNING CONSTRUCTION. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. NEW WINDOWS AND NEW EXTERIOR DOORS ARE LARGE MISSILE IMPACT RESISTANT, SHUTTERS ARE NOT REQUIRED. NOTE: PLEASE SEE PAGE SD-9 FOR WINDOWS & DOORS SCHEDULE NOTE: PLEASE SEE ELEVATIONS FOR ADDITIONAL INFORMATION THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED COMPLIANCE WITH THE FOLLOWING GLAZING REQUIREMENTS: • GLASS DOORS MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.3.1.3.2. • GLASS PANELS ADJACENT TO DOORS (WITHIN 48") MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.4.3 (2). • GLASS IN WINDOWS ADJACENT TO TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY II SAFETY GLAZING - FBC R 4410.2.3.1.3.2. & R4410.2.6.2. EXIST. CU 1) LU Z -' OCO N =11 ZONE 5 5'-0" EGRESS 0 MASTER BEDROOM NEW 8" CBS BLOCK WALL SEE DETAIL 2/SD-12 NEW 8" CBS ,,,�� : LOCK WALL SEE DETAIL 1/SD-12 1[1111 tllllllllllllllllllll CLOSET # 1 1 0'-6" MASTER BATHROOM STORAGE x ZONE 5 i 5'-0" O 1 _J I _J 1111KyA\\\\N 1111111.1f KITCHEN WINE CELLAR ROOM --,--I--I I I NEW CONCRETE - STAIR SEE PAGE SD-13 ZONE 5 5'-0" LIVING/DINING ROOM EGRESS BEDROOM # 2 L- HALL O ENTRY 7'-2" 01111(1i- N PROPOSED FLOOR PLAN SCALE 3/16"=1'-0" LEGEND EXISTING 8" CMU WALL TO REMAIN EXISTING AREA TO BE DEMOLISHED NEW 8"CMU WALL BLOCKED IT UP EXISTING INTERIOR PARTITION WALL TO REMAIN III . •, •-•-• •• •1• 1.0 •' Z I • •• • O CO • • _� N .•.-� • • • •• •i• • • • • CLOSET # 2 BATHROOM # 2 CLOSET # 3 BEDROOM # 3 EGRESS N •• - Z I OCO ALL DIMENSIONS, AND J08 SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION ANDIOR INSTALLATION. ZONE 5 5'-0" NOTE. -DESIGN LIMREDTO SCOPE OF WORK -ANY CORRECTIONS, INK MARKS. WNI-E OUT OR STICK.CNS WLL VOID THESE )RPMNGS AND CALCULATIONS. COPYRIGHT Enyneer. THIS DOCUMENT 15 THE PROPERTY OF !ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CCNSENT OF THE CERTIFYING ENGINEER. REVISIONS NO. DATE • iEngtneer PLt u, CA# 29119 Consulting Engineers. • 8211 LreprIfil501, Dortl, FL 33166 P1 :(95 €i4-2429; FAX:(786) 545-7636 • • m u eis*: wIw.i4a�i t4rpllc.com • ail: juara@ie.gineesplIc.com LPROPOSED FLOOR PLAN ::• WINDOWS &DOORS 555 NE 93rd St, Miami, FL 33138 • (DATE 1. 05-30-2017 J SAS SHOWN J.M. 17115-1 DRAWN J.M. J DRAWING NO. SD-3. SHEET 3 OF 13 ) EXISTING ROOF TO REMAI UNTOUCHED EXISTING ROOF TO REMAI UNTOUCHED NOTE: PLEASE SEE ELEVATIONS FOR ADDITIONAL INFORMATION THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED NEW WINDOWS AND NEW EXTERIOR DOORS ARE LARGE MISSILE IMPACT RESISTANT, SHUTTERS ARE NOT REQUIRED. NOTE: PLEASE SEE PAGE SD-9 FOR WINDOWS & DOORS SCHEDULE EXISTING SOUTH ELEVATION SCALE 1/4"=1'-O° ,....m'.."''"n ._ IlirliA1At. NinM1MMMM0 Meg 11 r�� w�i�w tA1M010 to NAMdVMM�iMVM1 A1AIMIM lM1A1!�err`,. y�MIAMIA1AtA4MAAIIAIAIAIAIMIM IAIMIMIAIAf IMIMIA1�1i�;- IAIMI of rit IA�M�IA�hAtAIMtA10IM0M1A14 I010.11~ ^ ►- ram, IA 401 0�1y 040041 40400 0040 100001 1 IA�M IAtM►NAtam !101MIM��4tj 41 ► ► 4 .• 101100004 00�, Mdt M�A�� . 0-N`44`rr I !!�� IAiiIAI 10 4A114M` IWO ...araatetlie Y:tittl'� Milt..__410 1 - 10 04 COMPLIANCE WITH THE FOLLOWING GLAZING REQUIREMENTS: • GLASS DOORS MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.3.1.3.2. • GLASS PANELS ADJACENT TO DOORS (WITHIN 48") MUST BE INDICATED TO BE OF CATEGORY II SAFETY, GLAZING - FBC R4410.2.4.3 (2). • GLASS IN WINDOWS ADJACENT TO TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY II SAFETY GLAZING - FBC R 4410.2.3.1.3.2. & R4410.2.6.2. PROPOSED SOUTH ELEVATION SCALE 1 /4"=1'-0" EGRESS ALL DIMENSIONS AND JOB SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION ANDIOR INSTALLATION. NOTE -DESIGN LIMIT ED TO SCOPE OF WORK -ANY CORRECTIONS. INK MARKS. L+MI EOUT OR STICK-ONS WALL VOID THESE JRA.NANGS AND CPLCULL.TIONS. COPYRIGHT Engineer. THIS DOCUMENT IS THE PROPERTY OF IENGNEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CC NSENT OF THE CERTIFYING TNG INEER. REVISIONS NO. DATE `VAUD ONLY WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY (DATE , 1 1 08-30-2017 1 ASSHOWN J.M. (DRAWN J.M. DRAWING NO. SD-4. SHEET 4 OF 13 ) NOTE: PLEASE SEE ELEVATIONS FOR ADDITIONAL INFORMATION NEW WINDOWS AND NEW EXTERIOR DOORS ARE LARGE MISSILE IMPACT RESISTANT, SHUTTERS ARE NOT REQUIRED. THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED EXISTING ROOF TO REMAI UNTOUCHED NOTE: PLEASE SEE PAGE SD-9 FOR WINDOWS & DOORS SCHEDULE SILL TO BE DEMOLISHED LEGEND EXISTING 8" CMU WALL TO REMAIN EXISTING AREA TO BE DEMOLISHED NEW 8" CMU WALL BLOCKED IT UP JEXISTING INTERIOR PARTITION WALL TO REMAIN DENOTES AREA TO BE DEMOLISHED EXIST. NORTH ELEVATION SCALE 1 /4"=1'-0" COMPLIANCE WITH THE FOLLOWING GLAZING REQUIREMENTS: • GLASS DOORS MUST BE INDICATED TO BE OF CATEGORY 11 SAFETY GLAZING - FBC R4410.2.3.1.3.2. • GLASS PANELS ADJACENT TO DOORS (WITHIN 48") MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.4.3 (2). • GLASS IN WINDOWS ADJACENT TO TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY II SAFETY GLAZING - FBC R 4410.2.3.1.3.2. & R4410.2.6.2. 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A A`A A A A A A A A A A A A 11 A 0111101111101010. yr t to tot t►1T►1►tt►rtr�rlrtltrIrAtlltt►1t1r1r1 ..■.a..a.aa.a.a.a.a.a,a.a.a.u.a..a.a.a.a,a.a.as.aa.a.a.a.a.a.a.a.a.a.a.a.aa... �.a.a.a.a.a.a.a.aa..a.a.a .a.a.a.a.ATA A fAtAlAt^IAIArAtAIATATArAtA1AlATATA AIAIATATAI,AIAIATAIATATAIATA.►-�••a.a.a.a.a.a.a.a.a.a.aa.a.a.a.a.a.a.a.a.a:a.a�.aa.a.a.a.aa.aa.a...��.,,r 4 T lI{AIAIhIr A►III1ATALATAII1A1III1ATIIAIITITITATITITIVIIITI1 TI ITA11411"At/1104RATAVA!A►ATRIA►A1 TA010101TAr1TATATATATATATA►ArAT*TATT EXIST. CONC. BLOCK TO BE REINFORCED. SEE DETAIL 1/SD-10 EGRESS /II -- /' II 1 === == O --- 1 -—=— --, ==-1=== .''{I • -- 2'-O� " NEW 8" CBS BLOCK WALL (AT DOOR PENING TO BE CLOSED) SEE DETAIL 2/SD-1 2 /x / /01 / EGRESS = 5'-0" , I NEW 8"CBS BLOCK WALL (AT WINDOW OPENING TO BE CLOSED) SEE DETAIL 1/SD-12 PROPOSED NORTH ELEVATION SCALE 1 /4"=1'-0" ALL DIMENSIONS, AND JOB SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION ANDIOR INSTALLATION. NOTE. -DESIGN LIMItEDTO SCOPE OF NARK -ANY CORRECTIONS, INK MARKS. ,M rE OUT OR STICK-ONS WILL VOID THESE DRP.WINGS AND CA.CULA.TIONS. COPYRIGHT Enpneer. THIS DOCUMENT IS THE PROPERTY OF EENGNEER AND SHALL NOT BE REPRODUCED IN NAIOLE OR PART WITHOUT WRITTEN CC NSENT OF THE CERTIFYING ENGINEER. 'REVISIONS 'I/ALID ONLY WITH RAISE PE SEAL' VALID FOR (1) PERMIT ONLY (SCAS SHOWN (DRAWN J.M. DRAWING NO. SD-5 (SHEET 5 OF 13 NOTE: PLEASE SEE ELEVATIONS FOR ADDITIONAL INFORMATION NEW WINDOWS AND NEW EXTERIOR DOORS ARE LARGE MISSILE IMPACT RESISTANT, SHUTTERS ARE NOT REQUIRED. THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED NOTE: PLEASE SEE PAGE SD-9 FOR WINDOWS & DOORS SCHEDULE EXISTING ROOF 1 TO REMAI UNTOUCHED — .► , .,,.04000044 - - -11 Mom LEGEND EV VA EXISTING 8" CMU WALL TO REMAIN EXISTING AREA TO BE DEMOLISHED NEW 8" CMU WALL BLOCKED IT UP EXISTING INTERIOR PARTITION WALL TO REMAIN -i�i��iFfi �i�i�►ir�� = 5'-0" d0 0 // 7 %' / /f //. a=5'-0" O COMPLIANCE WITH THE FOLLOWING GLAZING REQUIREMENTS: • GLASS DOORS MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.3.1.3.2. • GLASS PANELS ADJACENT TO DOORS (VNTHIN 48") MUST BE INDICATED TO BE OF CATEGORY 11 SAFETY GLAZING - FBC R4410.2.4.3 (2). • GLASS IN WINDOWS ADJACENT TO TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY II SAFETY GLAZING - FBC R 4410.2.3.1.3.2. & R4410.2.6.2. EXISTING EAST ELEVATION SCALE EXISTING ROOF TO REMAI UNTOUCHED 1 /4"=1'-0" MINN. 10E0m �hM�4M�� '• AI�A�AIy�,�� 4w�-.. /o/ a = 5'-0" fi 4'-7" \\ a=5'-0" 2'-8/" •• • •• • •• • • ••.• • • • • • • • • •• •• • • • • • • • • • • •• • NEW 8" CBS BLOCK WALL (AT WINDOW OPENING TO BE CLOSED) SEE DETAIL 1/SD-12 PROPOSED EAST ELEVATION TO REMAIN SCALE 1 /4"=1'-0" I ALL DIMENSIONS, AND JOB SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION ANDIOR INSTALLATION. REVISIONS NO. DATE •• • ••o•v- t•SR••• to • • •' ;' N •, Iri •e J oiJ 1/1 '•, ••U c 8. �,.S •• : 't w c! • LQi rn j N ci 4 u�^ siikg •••,•2 O .• '° i • () Y� c • • • •Z3) +•._. ' 11.1 Go NOTE. -DESIGN LIMBED TO SCOPE OF WORK -ANY CORRECTIONS. INK MARKS. w-f E OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULA.TIONS. COPYRIGHT EnpnNr. THIS DOCUMENT IS THE PROPERTY OF IENG NEER AND SHALL NOT BE REPRODUCED IN `MHOLE OR PART WITHOUT WRITTEN CC NSENT OF THE CERTIFYINGENGINEER. EXISTING & PROPOSED EAST ELEVATION C/)� O" O J �2 CO ( o Dcb z Lf) Ln 'VAUD ONLY WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY 005-30-2017 ) (SCAS SHOWN 11157 J.M. DRAWN J.M. 5 DRAWING NO. SD-6 (SHEET 6 OF 13 ) NOTE: PLEASE SEE ELEVATIONS FOR ADDITIONAL INFORMATION NEW WINDOWS AND NEW EXTERIOR DOORS ARE LARGE MISSILE IMPACT RESISTANT, SHUTTERS ARE NOT REQUIRED. THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED EXISTING ROOF TO REMAI UNTOUCHED NOTE: PLEASE SEE PAGE SD-9 FOR WINDOWS & DOORS SCHEDULE / 4 V ilv LEGEND WALL TO REMAIN \�. \I BLOCKED IT PALL EXISTING AREA TO BE DEMOLISHED l EXISTING INTERIOR 1 PARTITION WALL TO REMAIN DENOTES AREA TO BE DEMOLISHED COMPLIANCE WITH THE FOLLOWING GLAZING REQUIREMENTS: • GLASS DOORS MUST BE INDICATED TO BE OF CATEGORY 11 SAFETY GLAZING - FBC R4410.2.3.1.3.2. • GLASS PANELS ADJACENT TO DOORS (i 1THIN 48") MUST BE INDICATED TO BE OF CATEGORY Il SAFETY GLAZING - FBC R4410.2.4.3 (2). • GLASS IN WINDOWS ADJACENT TO TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY II SAFETY GLAZING - FBC R 4410.2.3.1.3.2. & R4410.2.6.2. a=5'-0" , • • • •• • • ..•. • • ..•. . . .... • .. • • •• • •• •• • EXISTING ROOF TO REMAI UNTOUCHED . i01001 1.1444 = 5'-0" EXIST. WEST ELEVATION SCALE WAI o NEW CONCRETE CAP "X8" W/2#5 STEEL REINFORCEMENT 1 /4"=1'-0" MMIllge �' r� iM0r~M� 40404" rAl�r►' ti'`rM.IM04MV11 Mich .... a = 5'-0" , PROPOSED WEST ELEVATION SCALE 1 /4"=1'-0" ALL DIMENSIONS, AND JOB SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION AND/OR INSTALLATION. • • • . . • •• •• • • •• • •• NOTE. -DESIGN LIMRED TO SCOPE OF WORK -ANY CORRECTIONS. NK MARKS. WHI-E OUT OR STICK.ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT Enyneer. THIS DOCUMENT 15 THE PROPE2TY OF IENGNEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CC NSENT OF THE CERTIFYING ENGINEER. REVISIONS NO. DATE •.- •.rn • J • cl •• ., . 0 •EL • IL EXISTING & PROPOSED WEST ELEVATION C') OCO O D oZj 2 cP O (•5 O) Lij Z L$) `VALID ONLY TN RAISE PE SEAT VALID FOR ( ) PERMIT ONLY 0 Juan C. oreno FL Reg P.E. # 69818 DATE 05-30-2017 AS SHOWN ) (15r.111.rairn (DRAWN J.M. ) DRAWING NO. SD-7 SHEET 7 OF 13 3'-1" / b) N F.F (BEHIND) \ \ a) M / 3'-1" \ 0 (*) SUPPLIER & CONTRACTOR MUST CONFIRM IT. / 3'-1" / 0 0 0 0 O/ \ • 9) / 4'-6" 3'-1" J N cV 0 \ 0 0 / 9) N / 4'-5" 0 4'-6" 20" MIN. CLEAR OPEN POSITION (*) 6'-2" ) 7 0 0 0 1/ 0 0 X- / / 0 0 0 0 ./° \ \ 4'-6" / 0 0 0 0 O EGRESS - / EGRESS 20" MIN. N CLEAR OPEN POSITION (*) WINDOWS & DOORS SCALE 1 /4"=11-011 F.F (BEHIND) 0 NEW CONCRETE CAP 8"X8" W/2#5 STEEL REINFORCEMENT / \ 0 CV / 3'-1" 9 1/ 1/ 6'-0" 0 CV 4'-5" EGRESS 20" MIN. CLEAR OPEN POSITION (*) / 1 c 11 P II / .11 / 1lam�/ �� /II / II / 11 =--tr----- 11 II 11 --II----- \ it ====4\II : ======== II \ 11 \ \ - s A 11 \ 11 \ II \ 11 II\ II \ II \ ----1--- `_ 11 11 II ----II---- 11 / 1/= / ii / 11 / II • ) , 11 �� v %-..- 6'-3" LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING Cr) 3'-1" . .. • .. •. • •• •• •• •• : • • • • • •.• � • •• • • • • AU. DMIENSIONS, AND JOB SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION AND/OR INSTALLATION. NOTE. -DESIGN OARED-O SCOPE OF WORK -ANY CORRECTION S. INK MARKS. Vv-IRE OUT OR STICK-0NS N1_L VOID THESE DRAWINGS AND CALCL ATIDNS. COPYR WH- Engineer. THIS DOCUMENT IS THE PROPERTY OF ENGINEER AND SHAL_ NOT BE REPRO DUCED IN NMOLE OR PART `MTHOUT WRITTEN 03NSENT OF THE CEP..TIFYING ENGINEER. REVISIONS WM NO. DATE • • • . • • . .. i a iEligintrer PLLG; CAt0251191 Consulting Engineers. 821.5 L.ake.Dr. #Q502, Dora!, EL 33166. PH:(994) 2:4-2444: tg:(78$) 5t-7636 Web site: wnww.iengnee IIc.aorrr • riaail:fiarteieflclieleeaIG.clet •; WINDOWS & DOOR WINDOWS & DOORS 555 NE 93rd St, Miami, FL 33138 VALID ONLYNA VALID FOR (1) RAISE PE SEAL MIT ONLY Juan C. Moreno FL Reg P.E. # 69818 DATE 1 05-30-2017 ) (SAS SHOWN ) (birJ17.Rur----) (DRAWN ` J.M. J DRAWING NO. SD-8 SHEET 8 OF 13 l WINDOW SCHEDULE No. DESCRIPTION MATERIAL OPENINGS AREA (SF) ZONE REQUIRED PRESSURE (PSF) NOA PROVIDE• PRESSURE (PSF) •• • ••. NOTES • WIDTH HEIGHT (+) (_) (-0 (_) O HORIZONTAL SLIDING WINDOW ALUMINUM 37" 51" 13.28 4 44.49 52.72 15-0310.04 70.00 70.00 GLASS TYPE 'B', 4 ANCHORS PER HEAD & SILL •••••• 2 ANCHORS AT MOUNTING STYLE ENDS •••• O FIXED WINDOW ALUMINUM 37" 51" 13.10 4 44.49 52.72 14-0909.16 70.00 75.00 GLASS TYPE 'GIL' ® HORIZONTAL SLIDING WINDOW ALUMINUM 37" 26" 6.68 4 44.49 52.72 15-0310.04 70.00 75.00 GLASS TYPE 'B', FROST GLASS, 4 ANCHORS PER • ; HEAD & SILL. 2 ANCHORS AT MOUNTING STYLE•ENDS ® HORIZONTAL SLIDING WINDOW ALUMINUM 53" 38" 13.98 4 44.49 52.72 15-0310.04 70.00 70.00 GLASS TYPE 'B', 4 ANCHORS PER HEAD & SILL •••• • 2 ANCHORS AT MOUNTING STYLE ENDS ® HORIZONTAL SLIDING WINDOW ALUMINUM 74" 63" 32.37 4 44.49 52.72 15-0310.04 70.00 70.00 GLASS TYPE 'B', 4 ANCHORS PER HEAD & SILL 2 ANCHORS AT MOUNTING STYLE ENDS © FIXED WINDOW ALUMINUM 37" 51" 13.10 4 44.49 52.72 14-0909.16 70.00 75.00 GLASS TYPE 'G1 L' ® HORIZONTAL SLIDING WINDOW ALUMINUM 53" 51" 18.77 4 44.49 52.72 15-0310.04 70.00 70.00 GLASS TYPE 'B', EGRESS, 4 ANCHORS PER HEAD & SILL. 2 ANCHORS AT MOUNTING STYLE ENDS ® FIXED WINDOW ALUMINUM 37" 51" 13.10 4 44.49 52.72 14-0909.16 85.00 85.00 GLASS TYPE 'G1 L' ® HORIZONTAL SLIDING WINDOW ALUMINUM 37" 39" 10.02 4 44.49 52.72 15-0310.04 70.00 70.00 GLASS TYPE 'B1', FROST GLASS, 4 ANCHORS PER HEAD & SILL. 2 ANCHORS AT MOUNTING STYLE ENDS 0 HORIZONTAL SLIDING WINDOW ALUMINUM 54" 51" 19.12 15-0310.04 70.00 70.00 GLASS TYPE 'B', 4 ANCHORS PER HEAD & SILL 2 ANCHORS AT MOUNTING STYLE ENDS 5 44.49 65.08 0,HORIZONTAL SLIDING WINDOW ALUMINUM 54" 51" 19.12 4 44.49 52.72 15-0310.04 70.00 70.00 GLASS TYPE 'B', EGRESS, 4 ANCHORS PER HEAD & SILL. 2 ANCHORS AT MOUNTING STYLE ENDS. 12 HORIZONTAL SLIDING WINDOW ALUMINUM 54" 51" 19.12 15-0310.04 70.00 70.00 GLASS TYPE 'B', EGRESS, 4 ANCHORS PER HEAD & SILL. 2 ANCHORS AT MOUNTING STYLE ENDS. 5 44.49 65.08 ®EXIST. WINDOW TO BE REPLACED DD EXIST. WINDOW TO BE CLOSED DOOR SCHEDULE No. TYPE DESCRIPTION/REMARKS MATERIAL SIZES AREA (SF) ZONE REQUIRED PRESSURE (NPSF) NOA PROVIDE PRESSURE (PSF) NOTES DOOR FRAME WIDTH HEIGHT 10 SWING NEW OUTSWING DOOR ALUM. ALUM. 75" 80" 41.66 4 43.00 51.00 15-0310.05 66.30 75.80 GLASS TYPE 'A'. LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING ® EXIST. DOOR TO REMAIN ® SWING EXIST. DOOR TO BE DEMOLISHED IV SWING EXIST. DOOR TO BE REPLACED ALL DIMENSIONS, AND JOB SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION ANDIOR INSTALLATION, • • • • • • .• • •• • • • •' •• 0 NOTE. -DESIGN LIMITED 0 SCOPE OF WORK -ANY CORRECTION S. INK MARKS. W-IITE OUT OR STICK -DNS N11 VOID THESE DRAWINGS AND CALCL ATDNS. COPYRIGH- Engneer. THIS DOCUMENT IS THE PROPERTY OF [ENGINEER AND SHAL_ NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN OONSENT OF THE CERTIFYING ENGINEER. REVISIONS N0. DATE iEgine rtr PLIC.,°CA#1+l1 i9' Consulting Engineers. 821; 4akepr. #P5OZ, 14011l L;3166. PH:(9) 2 -24 54-764 s4: .ieNi eerij Ilc -serisailVearlqiettigraseni.c/rfl a: WINDOWS SCHEDULE WINDOWS & DOORS 555 NE 93rd St, Miami, FL 33138 'VAUD ONLY WITH RAISE PE SEAL VAUD FOR CI) PERMIT ONLY FL Reg P.E. # 69818 P0T1-3az0n J SCALE HOWN ) J.M. (bRAWN J.M. DRAWING NO. SD-9 SHEET 9 OF 13 STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING THE FBC 2014 & THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7-10. FIRST FLOOR: LIVE LOAD 40 PSF DEAD LOAD 40 PSF (SUPERIMPOSED) WIND EXPOSURE DESIGN WIND SPEED OCCUPANCY CATEGORY INTERNAL PRESSURE COEFFICIENT Kd DESIGN LOADS FOR STAIR: STAIRS AND EXIT WAYS LL = 40 PSF DL = 40 PSF + SELF WEIGHT STAIRS TREADS CONCENTRATED LOAD AT CENTER OF TREAD. LL=300# =D = 175 MPH = II = +/- 0.18 = 0.85 STRUCTURAL ALUMINUM: THESE SPECIFICATIONS SHALL APPLY TO ALUMINUM ALLOY LOAD CARRYING MEMBERS. COMPUTATIONS OF FORCES, MOMENTS, DEFLECTIONS SHALL BE IN ACCORDANCE METHODS OF ELASTIC STRUCTURAL ANALYSIS DESIGN. ALL ELEMENTS SHALL BE ALUMINUM ALLOY 6061-T6 UNLESS NOTICE OTHERWISE. ALL WELDS TO COMPLY WITH A.W.S CODE (LATEST EDITION) COVER WELDS WITH CORROSION RESISTANT COATING. STRUCTURES ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING CODES: ALUMINUM DESIGN MANUAL. ALL FRAMES HAVE BEEN DESIGN USING RATIONAL ANALYSIS ALL CONNECTION SHALL BE FULL WELDED (U.O.N.), WITH THE STRUCTURAL ALUMINUM ALLOY FILLET WELD: 5356: UNLESS NOTICE OTHERWISE. ALL WELDING OF STRUCTURAL ALUMINUM MEMBER SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL FASTENER SHALL BE SS SELF DRILLING FASTENERS BY ITW-BUILDEX. ALL ANCHOR TAPCON SHALL BE SS TAPCONS ANCHOR WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH ALKALI -RESISTANT COATING, SUCH AS HEAVY BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER ACCORDING TO FLORIDA BUILDING CODE EDITION 2014. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROTECTED AS FOLLOWS: 1. PAINTING THE DISSIMILAR METAL WITH A PRIME COAT OF ZINC -CHROMATE PRIMER OR OTHER SUITABLE PRIMER, FOLLOWED BY ONE OR TWO COATS OF ALUMINUM METAL -AND -MASONRY PAINT OR OTHER SUITABLE PROTECTIVE COATING, EXCLUDING THOSE CONTAINING LEAD PIGMENTATION. 2. PAINTING THE DISSIMILAR METAL WITH A COATING OF A HEAVY -BODIED BITUMINOUS PAINT. 3. PLACING A GOOD QUALITY CAULKING MATERIAL BETWEEN THE ALUMINUM AND THE DISSIMILAR METAL. 4. APPLYING A NONABSORPTIVE TAPE OR GASKET. 5. HOT -DIP GALVANIZING OR ZINC -PLATING STEEL MEMBERS AFTER FABRICATION. THE DESIGN OF STRESSES AND WITH ACCEPTED AND ENGINEERING CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 3,000 PSI REGULAR WEIGHT FOR SLABS, GRADE BEAMS & BEAMS CONCRETE SHALL COMPLY W1TH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. ALL CONCRETE SHALL BE CURED USING A CURING COMPOUND MEETING ASTM STANDARD C-309, TYPE 1. CURING COMPOUNDS SHALL HAVE A FUGITIVE DYE. THE CURING COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK. OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1/2" FOR #5 AND SMALLER 2" FOR #6 AND LARGER THE REINFORCEMENT FOR FOOTINGS AND OTHER PRINCIPAL STRUCTURAL MEMBERS IN WHICH CONCRETE IS DEPOSITED AGAINST THE GROUND SHALL HAVE NOT LESS THAN 3 INCHES OF CONCRETE BETWEEN THE REINFORCEMENT AND THE GROUND CONTACT SURFACE. IF CONCRETE SURFACES AFTER REMOVAL OF THE FORM ARE TO BE EXPOSED TO THE WEATHER OR BE IN CONTACT WITH THE GROUND, THE REINFORCEMENT SHALL BE PROTECTED WITH NOT LESS THAN 2 INCHES OF CONCRETE FOR BARS LARGER THAN #5 AND 1-1/2" FOR #5 OR SMALLER BARS. EXCAVATIONS FOR CONTINUOUS FOOTINGS SHALL BE CUT TRUE TO LINE AND GRADE AND THE SIDES OF FOOTINGS SHALL BE FORMED, EXCEPT WHERE SOIL CONDITIONS ARE SUCH THAT THE SIDES OF THE EXCAVATION STAND FIRM AND SQUARE. EXCAVATIONS SHALL BE MADE TO FIRM, CLEAN BEARING SOIL. REINFORCING STEEL: REAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO., UNLESS OTHERWISE NOTED. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. PROVIDE 3' X 3' CORNER BARS LAPPED AND TIED TO EACH BEAM REAR, TYPICAL AT ALL CORNERS. THESE CORNER BARS SHALL BE THE SAME SIZE AS LONGITUDINAL BEAM BARS. SEE DETAILS FOR ADDITIONAL INFORMATION. TERMITE PROTECTION: ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT. SOIL STATEMENT: FOOTING WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. THE BUILDING OFFICIAL SHALL BE PROVIDED WITH A STATEMENT OF ALLOWABLE BEARING CAPACITY FROM THE ENGINEER OF RECORD. SAID STATEMENT SHALL CLEARLY IDENTIFY THE ALLOWABLE IN -PLACE BEARING CAPACITY OF THE BUILDING PAD FOR THE NEW BUILDING OR ADDITION AND VERIFY THE EXISTING SOIL CONDITIONS. THE CERTIFIED IN -PLACE BEARING CAPACITY SHALL HAVE BEEN DETERMINED BY WAY OF RECOGNIZED TEST OR RATIONAL ANALYSIS. FOUNDATION/SITE PREPARATION: FOOTING WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. THE BUILDING OFFICIAL SHALL BE PROVIDED WITH A STATEMENT OF ALLOWABLE BEARING CAPACITY FROM THE ENGINEER OF RECORD. SAID STATEMENT SHALL CLEARLY IDENTIFY THE ALLOWABLE IN -PLACE BEARING CAPACITY OF THE BUILDING PAD FOR THE NEW BUILDING OR ADDITION AND VERIFY THE EXISTING SOIL CONDITIONS. THE CERTIFIED IN -PLACE BEARING CAPACITY SHALL HAVE BEEN DETERMINED BY WAY OF RECOGNIZED TEST OR RATIONAL ANALYSIS. THE MAXIMUM SIZE OF ROCK WITHIN 12 INCHES BELOW THE FLOOR SLAB IN COMPACTED FILL SHALL BE 3 INCHES IN DIAMETER. WHERE FILL MATERIAL INCLUDES ROCK, LARGE ROCKS SHALL NOT BE ALLOWABLE TO NEST AND ALL VOIDS SHALL BE CAREFULLY FILLED WITH SMALL STONES OR SAND, AND PROPERLY COMPACTED. WHEN FOUNDATION WALL ARE TO BE POURED SEPARATELY FROM THE FOOTING, THEY SHALL BE KEYED AND DOWELED TO THE FOOTING WITH NO LESS THAN #4 DOWELS, 20 DIAMETERS IN LENGTH ABOVE AND BELOW THE JOINT, SPACED NOT MORE THAN 4 FEET APART. WHERE FOOTING DEPTH DOES NOT ALLOW STRAIGHT DOWELS, STANDARD HOOKS WILL BE ALLOWABLE. FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. DRILL #5 REBAR 4" INTO EXIST. STRUCT. EPDXY ADHESIV HIT-HY 150 BY HILTI EXIST. TIE BEAM TO REMAIN ADD 1#5 VERT. FILL CELL 3000 PSI GROUT EXIST. 8" THICK. C.M.U. WALL NEW CONCRETE CAP 8"X8" W/2#5 STEEL REINFORCEMENT GRADE LEVEL EXIST. FOUNDATION DRILL #5 REBAR 4" INTO EXIST. STRUCT. EPDXY ADHESIV HIT-HY 150 BY HILTI DETAIL 1/SD-10 (MIRROR) SCALE N.T.S. • • • • •. • . . .. • • • •••. • • .••• • • •• •. • • . . •• • • • • . .• • . II •. .•4 •• •• • • • • • .• ALL DIMENSIONS, AND JOB SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION AND/OR NSTALIATION. NOTE -DESIGN LIMREDTO SCOPE OF WORK -ANY CORRECTIONS. NK MARKS. WIFE OUT OR STICKONS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT iEnyneer. THIS DOCUMENT IS THE PROM 2TY OF 'ENGINEER AND SHALL NOT BE REPRODUCED IN VM10LE OR PART WITHOUT WRITTEN CCNSENT OF THE CERTIFYING ENGINEER. 'REVISIONS ' NO. DATE iE'ngineer'LLe, CFt# 29119 Consulting Engineers. ... 8V15 Lake•Dr!#6 32i, I:oral, {L 33166 Pi1:(954; 214 4 FA)1:(786 545-7636 • • Wgbsilt: `jp"w eng�e&ri .com •• . • E-nail: jaancicagineerplla.com NOTES WINDOWS & DOORS 555 NE 93rd St, Miami, FL 33138 'VAUD ONLY WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY Juan C. Moreno FL Reg P.E. # 69818 ( 05 30.2017 (SCALE HOWN ) J.M. inn (DRAWN J.M. J 0 0 DRAWING NO. SD-10 (SHEET 10 OF 13 SAFETY / EGRESS DOOR NOTES NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN 32" WIDE, EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE, UNLESS A LARGER DOOR OPENING IS REQUIRED TO SATISFY THE REQUIREMENTS OF SECTION 515 OF THE F.B.C. 2014. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN A EMERGENCY. DOORS MAY BE SWINGING OR SLIDING, AND ARE EXEMPT FROM THE REQUIREMENTS OF SECTION 21-2.4.3 AND 21-2.4.4 OF THE 2007 ED. OF NFPA. 101 NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED z_ 2 2 nr vr • AREA OF CLEAR OPENING 5.7 SQ. FT. (MIN.) 5.7 SQ. FT. (MIN.) J z 0 _i LL .CS C CN1 z Zo C') 20" (MIN.) (INSIDE LOOKING OUT) EGRESS WINDOW NOTES: AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN. (50.8 CM) IN WIDTH, 24 IN. (61 CM) IN HEIGHT, AND 5.7 SQ. FT. (0.53) IN AREA. THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44 IN. (112 CM) ABOVE THE FLOOR.. AS PER N.F.P.A. 101 SECT. 22-2.2.3 (C) SAFEGUARDS: OPERABLE WINDOWS SHALL BE PROTECTED A FOLLOWS: WHERE THERE IS DROP OF MORE THAN 4'-0" ON THE FAR SIDE OF SUCH WINDOWS AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER SECT. 3508.3 (E) (1) (APPLICABLE IN 2nd. FLOOR WINDOWS ONLY) kTOP OF FIN. FLOOR REFER TO ARCH. PLANS OUT 5/8" STUCCO FINISH TO BE PAINTED TO TO MATCH EXIST. COLOR 8" CONC. OR MAS. CORNER BEAD (TYPICAL) DRIP EDGE PERIMETER SEALANT ALUMINUM WINDOW OR DOOR OUT ALUMINUM WINDOW v 4► I TYP. BUCK DETAIL OVER DOORS & WINDOWS OR DOOR PERIMETER SEALANT CORNER BEAD (TYPICAL) 5/8" STUCCO FINISH TO BE PAINTED TO TO MATCH EXIST. COLOR 8" CONC. OR MAS. SLOPE 1/4" INSULATION (R-4.2) 1/2" GYPSUM BRD. ON 1 X 2 P.T. WD. FURRING STRIPS SPACED 24" O.C. 1 X 4 P.T. WD. BLOCKING CORNER BEAD (TYP.) 2 X 4 P.T. WD. BUCK W/ 1/4" TAPCONS 8" CENTER TO CENTER STAGGERED & 1 1/2" EMBEDDED PERIMETER CAULKING 1 X P.T. WD. BLOCKING SHIM AS REQUIRED -04 TYP. BUCK DETAIL WINDOW SILL 4 5" 4 %// SHIM AS REQUIRED PERIMETER CAULKING MARBLE SILL (TYP.) 1/2" GYPSUM BRD. ON 1 X 2 P.T. WD. FURRING STRIPS SPACED 24" O.C. 1 X 3 P.T. WD. BLOCKING INSULATION (R-4.2) 8" CONC. OR MAS. 5/8" STUCCO FINISH TO BE PAINTED TO TO MATCH EXIST. COLOR 2 X 4 P.T. WD. BUCK W/ 1/4" TAPCONS 8" CENTER TO CENTER STAGGERED & 1 1/2" EMBEDDED 1/2" GYPSUM BRD. ON 1 X 2 P.T. WD. FURRING STRIPS SPACED 24" C.C. RIGID INSULATION (R-4.2) (WINDOWS & DOORS FRAMING ARE SCHEMATIC PLEASE SEE NOA FOR SPECIFIC DETAILS) IN TYP. BUCK DETAIL SIDE OONNECTION OUT CORNER BEAD (TYP.) 1/2" GYPSUM BOARD 1 X 4 P.T. WD. BLOCKING ATTACHED W/ 1/4" TAPCONS EA. WINDOW FRAME HOLE PERIMETER CAULKING ALUMINUM WINDOW OR DOOR CORNER BEAD (TYP ICAL) WINDOWS & DOORS DETAILS 1/SD-11 SCALE N.T.S. •• • • • •� • •• • •• • • •• • • • • • • • • • • • •• • • • •• •• • • • • • • • • • • •• • •, •• • B • • •• • •• ALL DIMENSIONS, AND JOB SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION AND/OR INSTALLATION. NOTE. -DESIGN LIMITED TO SCOPE OF WORK -ANY CORRECTIONS. INK MARKS, WHI-E OUT OR STICK.ONS WILL VOID THESE DRAWINGS AND CALCULF.TCNS COPYRIGHT Enyneer. THIS DOCUMENT I5 THE PROPE7TY OF ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTE, CC NSENT OF THE CERTIFYING ENGINEER. REVISIONS NO. DATE iEnginee'r•PLL�, Ca# 29119 Consulting Engineers. ... 8215 Lake.DR #8802, Doral, f L 33166 11-I:(95't) 2.4f4-14291 FAX:(786� 545-7636 • • • • Web site: www:eng8rp c.com Oise • ' •jo�anitiesgioeerpl .com DETAILS WINDOWS &DOORS 555 NE 93rd St, Miami, FL 33138 (DATE 05-30-2017 CAS SHOWN J.M. rin ( DRAWN ` J.M. J a DRAWING NO. SD-11 (SHEET 11 OF 13 ) EXIST. TIE BEAM T REMAIN NEW. 8" THICK. C.M.U. WALL ADD 1#5 VERT. FILL WITH 3000 PSI GROUT GRADE LEVEL EXIST. FOUNDATION DRILL #5 REBAR 4" INTO EXIST. STRUCT. EPDXY ADHESIVE HIT-HY 150 BY HILTI //� ///\/\�/ //\�/ /// /// /// / ///// /// DETAIL 1/SD-12 SCALE N.T.S. EXISTING CBS ONCRETE WALL EDGE OF EXIST. WINDOW OPNG. TO BE BLOCKED UP FILL WITH 3000 PSI GROUT INISH FLOOR DRILL #5 REBAR 4" INTO EXIST. STRUCT. EPDXY ADHESIVE HIT-HY 150 BY HILTI DRILL #5 REBAR 4" INTO EXIST. STRUCT. EPDXY ADHESIVE HIT-HY 150 BY HILTI EXIST. BEAM T . REMAIN NEW. 8" THICK. C.M.U. WALL ADD 1#5 VERT FILL WITH 3000 PSI GROUT GRADE LEVEL EXIST. FOUNDATION 4 < a ° • d ° G DETAIL 2/SD-12 SCALE N.T.S. . • . .. .. . . EXISTIN'GCBS .4 .1 .( .. ONCREt' •. WALL • .. • . • • • • •. • EDGE OF EXIST. DOOR OPNG. TO BE BLOCKED UP FILL WITH • .. • •• 3000 PSI GROUT INISH FLOOR DRILL #5 REBAR 4" INTO EXIST. STRUCT. EPDXY / ADHESIVE _ HIT-HY 150 BY HILTI ALL DIMENSIONS AND JOB SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION ANDIOR INSTALLATION. NOTE. -DESIGN LIMREDTO SCOPE OF WORK -ANY CORRECTIONS, NE MARKS. WHI E OUT OR STICK -OHS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT Engineer, THIS DOCUMENT IS THE PROPERTY OF IENGNEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CC NSENT OF THE CERTIFYING ENGINEER. REVISIONS NO DATE • `VALID ONLY WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY s FL Reg'P.E. # 69818 DAOS30-2017 / SAS SHONM J.M. ` (DRAWN J1 J.M. a ` DRAWING ND. SD-12 SHEET 12 OF 13 ) REVISIONS J J WF 12 o 9'-2" 6'-0" 15'-10" EXIST. FOUNDATION TO REMAIN 4 ., °WF12 ° a ° 4 4 ° 4 ° PROPOSED FOUNDATION FLOOR PLAN SCALE 1/2"=1'-0" FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS NOTES WIDTH OR L HEIGHT (B) BOTTOM (T) TOP WF-12 12" 12" 2 # 5 CONT. fc=3,000psi -0" 2-0" 2 GAP, d. 01N 1#5@12" 1#5@12" 2'-634" --EXIST. CBS WALL EXIST. FOUNDATION TO REMAIN SLOPE:118 (TYP) 7'-7%4" 4—WF12 WF12 1 # 4 NOSE BAR (TY, • • (r)1 • •cn rco 1'-0", STAIR SECTION 1/SD-13 SCALE 2'-0' 6-0" 1 /8"I (TYP. i i 3 �,% /4 SLOPE 1/8" (TYP.) )4 ° a UP 1 /2"=1'-0" • •. .�i •• -\..."— •• •, • • I10.A/I • CD NO. DATE 1 6'-6" CONCRETE STAIR FLOOR PLAN SCALE 1 /2"=1'-0" ALL DIMENSIONS, AND JOB SITE CONDITIONS MUST BE VERIFIED ON FIELD BY CONTRACTOR BEFORE ANY FABRICATION AND/OR INSTALLATION. • • • • NOTE -DESIGN LIMITED TO StPE OF WORK -ANY CORRECTIONS. INK MARKS. W rE OUT OR STICK-ONS NALL VOID THESE CRAWTNGS AND CALCULATIONS. COPYRIGHT THIS DOCUMENT IS THE PROPE:TY OF 'ENGINEER AND SHALL NOT SE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CC NSENT OF THE CERTIFYING ENGINEER. • • •• VALID ONLY WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY (bAos30.20n ( SCALE (DRAWN J.M. UkAWING NU. SD-13 SHEET 13 OF 13 Consulting Engineering Services 8215 LAKE DR #B502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerpllc.com; E-mail: Juan@ iengineerpllc.com COVER SHEET DATE: March 23, 2017 PROJECT: WINDOWS & DOORS REPLACEMENT. ADDRESS: 555 NE 93rd St, Miami, FL 33138 PAG E 1/ 39 • .••• • • • ..• •••• • .. • •••• •••• • .• •••• •••• .. • • . •. • •••• • .. • • • • • • .• .. • ••• . .. This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 39. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning into service, the in-house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 39. 06-01- 017 iEngineer PLLC, C 29119 Juan C. Moreno, F.L Reg. P.E 69818 VALID ONLY FOR ONE (1) PERMIT ONLY. VALID ONLY WITH RAISED PE SEAL. -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. Consulting Engineering Services 8215 LAKE DR #B502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerbllc.com; E-mail: Juan@ iengineerollc.com PAGE 1i/39 INDEX DESCRIPTION PAGE Wind load calculation .• •• • • • • • • •�•• ..• . ... •• Horizontal sliding window 1, 3, 4, 5, 7, 9, 10, 11 & 12 NOA 15-0:3 ] Q4 •6• '• • •Fixed Window 2 6 & 8 NOA 14-0909.16 •" ▪ •'ib'• • • • Outswing Doors NOA 15-0310.05 • • :'•26. • • • • • • • • • • • •• • 06-01-2 iEngineer PLLC, CA�#29119 Juan C. Moreno, F.L Reg. P.E 69818 • ••• • VALID ONLY FOR ONE (1) PERMIT ONLY. VALID ONLY WITH RAISED PE SEAL. -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. • • • • 1/39 MECAWind Version 2.1.0.5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 www.mecaenterprises.com Date : 3/3/2017 Project No. Company Name : Designed By . Address Description . City Customer Name : State Proj Location : File Location: C:\Users\User\Documents\JOBS\PROJECTS\555 NE 93rd St., Miami, \WIND 7-10, ASD W-NDOWS AND DOORS.wnd Directional Basic Wind Speed(V) _ Structural Category Natural Frequency Importance Factor Damping Ratio (beta) _ Alpha At = Am = Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = FL 33138, VERONICA\01-19-2017\CALC Procedure All Heights Building (Ch 27 Part 1) 175.00 II N/A 1.00 0.01 11.50 0.09 0.11 0.15 0.13 2 : 12 12.63 15.00 1.00 mph ft ft ft 47.00 ft Exposure Category Flexible Structure = Kd Directional Factor = D No 0.85 Zg = 700.00 ft Bt = 1. D•1• •' Bm • _•• 0.8t•• •�=',.. 1 ••= •65041t' Zmin •••_•• 7.0.0. ft Slope of Roof (Theta) •••,4•• 9.46 'Deg Type of Roof •••-•�ableiPm Eht: Eave Height • " • 10.25•it Roof Area ••;'6:716 �O0 f " •• •• • •• Bldg Width Across Rilger: 55.00•ft • • Gust Factor Category I Rigid Structures - Simplified Method • • • • • Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)A0.167 Lzm: 1*(Zm/33)'Epsilon Q:(1/(1+0.63*((B+Ht)/Lzm)'0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 7.58 ft = 0.19 = 540.81 ft = 0.92 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems = +/-0.18 • .• • • • • • • • • 555 NE 93rd St, Miami, FL 33138 IENGINEER PLLC 2/39 __Jtttttttttt 0 71111111111 B Kh: 2.01*(Ht/Zg)^(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area . . .. .. .. . •. . • .. • •1e03 • 1.00 • a••68e 65 p f• • = 0.80 • . = 2716.00 ft'92 = 0.80 MWFRS-Wall Pressures for Wind Normal to 47 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.47 Side Walls -0.70 -39.55 -14.83 -53.21 -28.49 Wall Elev Kz Kzt qz Press Press Total Shear Moment ft psf +GCpi -GCpi +/-GCpi Kip K-ft Windward 15.00 1.03 1.00 68.65 34.33 59.04 73.88 52.08 390.62 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) 0.0 ft to 6.3 ft 6.3 ft to 12.6 ft 12.6 ft to 25.3 ft 25.3 ft to 55.0ft -0.90 -0.90 -0.50 -0.30 - 64.86 - 64.86 -41.54 - 29.86 - 40.16 - 40.16 -16.82 -5.15 MWFRS-Wall Pressures for Wind Normal to 55 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) • • • • 555 NE 93rd St, Miami, FL 33138 IENGINEER PLLC 3/39 Leeward Wall -0.50 Side Walls -0.70 Wall -41.54 -16.82 -53.21 -28.49 Elev Kz Kzt qz Press Press Total Shear Moment ft psf +GCpi -GCpi +/-GCpi Kip K-ft Windward 15.00 1.03 1.00 68.65 34.33 59.04 75.86 62.59 469.40 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) 0.0 ft to 6.3 ft 6.3 ft to 12.6 ft 12.6 ft to 25.3 ft 25.3 ft to 47.0 ft -0.90 -64.88 -40.16 - 0.90 -64.88 -40.16 - 0.50 -41.54 -16.82 -0.30-29.86 -5.15 •• • • • • • •••• • • • •• • •••• • • • •• • • . • • • •.•• •••• • • • • • • •.•• •.•• • • •. •• • • • • • • • • . • • • • •• • • • • • .• • • • • • • � • • • ••• • • • 00 555 NE 93rd St, Miami, FL 33138 (ENGINEER PLLC 4/39 MECAWind Version 2.1.0.5 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 www.mecaenterprises.com Date : 3/3/2017 Project No. . Company Name : Address City State Designed By . Description . Customer Name : Proj Location : File Location: C:\Users\User\Documents\JOBS\PROJECTS\555 NE 93rd St, Miami, FL 33138, VERONICA \01-19-2017\CAL\WIND 7-10, ASD WINDOWS AND DOORS.wnd I 1 I'1 1 1 I 1 1 I• I I •••p•• I I eels* I I I • 1 • •. •• Gable Roof 7 < 0:" f; • • •• • • •• • Wind Pressure on Components and Cladding (Ch 30 Part 1) Width of Pressure Coefficient Zone "a" = 4.7 ft Description Width Span Area Zone Max Min Max P ft ft ft^2 GCp GCp psf WINDOW 3.00 2.00 6.0 5 0.90 -1.40 WINDOW 3.00 2.00 6.0 4 0.90 -1.10 WINDOW 4.40 3.00 13.2 5 0.88 -1.36 WINDOW 4.40 3.00 13.2 4 0.88 -1.08 DOOR 3.00 6.67 20.0 4 0.85 -1.05 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*1I^2*Khcc*Kht*Kd WIND PRESSURES (LRFD) Min P psf 74.15 -108.47 74.15 -87.88 72.83 -105.55 72.83 -86.42 70.86 -84.23 • •• • • • • • • • • • • • •• • •. • • ••.. • • • • •••• .• • • • • • •• • • • • • • • • • ••• • • • •• = 1.03 = 68.65 psf 555 NE 93rd St, Miami, FL 33138 (ENGINEER PLLC 5/39 DESCRIPTION ZONE LRFD (+) PSF LRFD (-) PSF ASD (+) PSF ASD (-) PSF WINDOW 3FTX 2FT 5 74.15 -108.47 44.5 -65.082 WINDOW 3FTX 2FT 4 74.15 -87.88 44.5 -52.728 WINDOW 4.4FT X 3FT 5 72.83 -105.55 43.7 -63.33 WINDOW 4.4FTX 3FT 4 72.83 -86.42 43.7 -51.852 DOOR 3FTX 6.67FT 4 70.86 -84.23 42.5 -50.538 • • • • • .. • • . • .• •••• • • • • ••.• ••.. • • •.•. • • • • • • .• .. • • • • • • •• • • • . • • • • • • • • • •• • • � • • •.• • • • 555 NE 93rd St, Miami, FL 33138 (ENGINEER PLLC 6/39 MIAMIDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp. dba V & V Windows 2355 W 4th Avenue Hialeah, FL 33010-1454 MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miA midade.gov/economy 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 Couh1 •'•t. duct Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-43ade County),teserve the right to have this product or material tested for quality assurance purposes. Iffttrit product of material fails to perform in the accepted manner, the manufacturer will incur the expense of Sddli testing andthe AHJ• may immediately revoke, modify, or suspend the use of such product or material.wi}hl'a their atlfitti ption.• RER reserves the right to revoke this acceptance, if it is determined by Mianw� add Couniy'Product Control Section that this product or material fails to meet the requirements of the appjitbte buil�lt'tt cede. This product is approved as described herein, and has been designed to comply witb.the Florida j3uilding Code. including the High Velocity Hurricane Zone. • • • • DESCRIPTION: Series "200" Aluminum Horizontal Sliding Window - L.M.I: •'. • • APPROVAL DOCUMENT: Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding•;Wdw. (L.M.I.)", sheets 1 through 2, 2.1, 3 through 6 of 6, dated 04/23/10, with revision "D" dated 08/12/15, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Men ana tnere has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 12-0113.01 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 Manuel Perez, P. 1. MIAMFOADE COUNTY APPROVED 555 NE 93rd St, Miami, FL 33138 • • • • • • NOA No. 15-0310.04 Expiration Date: December 30, 2020 Approval Date: August 27, 2015 Page 1 • [ENGINEER PLLC 7/39 Labrador & Fundora Corp. dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0824.05) 2. Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets 1 through 2, 2.1, 3 through 6 of 6, dated 04/23/10 with revision "D" dated 08/12/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, PF B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per IBC, TAS'202-94 3) Water Resistance Test, per FBC, TAS 20244, • : • • 4) Large Missile Impact Test per FBC, TAS 2Q 1-.94. . •..: 0004 5) Cyclic Wind Pressure Loading per FBC, TAS203-94 • ••.. 6) Forced Entry Test, per FBC 2411.3.2.1, and•1' 5.202-94• • •. • along with marked -up drawings and installation diagram of hotiaj t0 slider , prepared':' by American Test Lab of South Florida, Inc., Test Report Nc .A•TLSF-0126.01-10,,..E dated 06/08/10, signed and sealed by Edmund() J. Largaespada;Pt (Submitted under NOA No. 10-0824.05) • • •• • • • • . ..•. C. CALCULATIONS .. r ••. • •• • •• • • : • • • .• • •• • 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 02/05/15, and revised on 08/13/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 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. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. E-1 Mann = 'e z, P. E. Product Con anniner NOA No. 15-0310.04 Expiration Date: December 30, 2020 Approval Date: August 27, 2015 . 555 NE 93rd St, Miami, FL 33138 IENGINEER PLLC 8/39 Labrador & Fundora Corp. dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and of no financial interest, dated 02/06/15, issued by AI—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF-0126.01-10, issued by American Test Lab of South Florida, Inc., dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under NOA No. 10-0824.05) G. OTHERS 1. Notice of Acceptance No. 12-0113.01, issued to Labrador & Fundora Corrtit%V & V Windows for their Series "200" Aluminum Horizontal Slicliing•ilindov:::L.M.I,, •. approved on 03/01/12 and expiring on 12/30/15, • • ••• • • • E-2 ••.• .••• • • • • • • • • •••. • • •• •• • • • • • • • • • • • • •• • • •• • • • • • •• • . • Y • • • • • • • Manue e , P. E. Product Cont 1 ambler NOA No. 15-0310.04 Expiration Date: December 30, 2020 Approval Date: August 27,2015 555 NE 93rd St, Miami, FL 33138 (ENGINEER PLLC 9/39 tD WINDOW WIDTH 9" MAX. EAD g" jiu HEAD/SILL — I I,, ► I I I ,� VENT HEIGHT 55 13/16" _ D.L OPG. • \\\� 1 1 1 i f ` I I // I D `° /I "'cj I I r. co in �I FALSE MUNTINS SURFACE APPUED) MAY BE USED I I 32 5/8" l It 1 I ~ 33" D.L. OPG. 36 3/4" D.L. OPG. to AT S TYPICAL EL OR 3 ANCHORS MTG. STILE ENOS SEE CHART ON tEETS 2 AND 2.1 6" MAX. HEAD/SILL CORNERS VENT HEIGHT M N N 111" WINDOW WIDTH 4 1/2" c) 3 = = = 1 8 3 a 0 11 I 1 I I I1 / i 9" MAX. HEAD SILL 3 FALSE MUNTINS (SURFACE APPUED) MAY BE USED -NATIONS 24 5/8" D.L. OPG. 28 3/4" VENT WIDTH LTHESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN. ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 CONOFTACTT��WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 555 NE asitir{liaml, F-L 3 31 St30RIDA BUILDING CODE ANO ADOPTED STANDARDS. Z N CO 3/16" ANN. GLASS .090" Interloyer Bufacite PVB By 'Kuroroy Americo, Inc.' 3/16" ANN. GLASS SIUCONE DOW CORNING 995 PECORA 895 GLASS TYPE 'B' 48 5/8" D.L. OPG. 1/8" HEAT STREN'D. GLASS .090" Interlayer BUtacite PVB 8y 'Kuraroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS 24 5/8" SILICONE DOW CORNING 995 PECORA 895 GLASS TYPE 'C' GLAZING OPTIONS PRODUCT REVISED as complying with the Honda Building Code S Acceptance No ExturWith) Dale 11y .9iatnt ode Product Comm /E O.L. OPG. 28 3/4" VENT WIDTH N 0 "ta to f0 la r.4 SILICONE DOW CORNING 995 PECORA 895 GLAZING DETAIL FIX. LITE 3/16" HEAT STREN'D. GLASS .090" Interloyer —SentryGlas By 'Kuraroy America, Inc.' 3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 995 PECORA 895 GLASS TYPE `D' Engr. JAVAD AHMAD CIVIL FLA. ' E $ 70592 C N, 3538 ll' (1 .1 3 201` V N 0 •/ • •4 •VV m••••• •••grl a i • •• pair c 3d. Lie 1el6rl2 •• l • AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY SERIES 200 ALUM HORIZ. SUDING-WOW. (305) 888-1042 e 0 0 to > 0 trs c cQa-.— ti3trr0 1 , I>._ ▪ 3 2 1 n ▪ 2r7,4 W J'pN2f r-. N 0 N .5 to L c 0 a U to a) v a a W 2 0 R • Q) 0 0 ,d N 0 h 0 • • • 0 C m U 0 N 120 drawing no. W 1 0 — 2 6 (sheet IgN iad •• • • • • • • • • •• • "R PLLC • 10/39 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) 2 ANCHORS AT MTG. STILE ENDS DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) 3 ANCHORS AT MTG. STILE ENDS WINDOW DIMS. GLASS TYPES GLASS TYPE DIMS. GLASS TYPE A '8' & 'C' ivWINDOW A 'D' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 26-1/2" 3 70.0 70.0 80,0 90.0 26-1/2" 37" 53-1/8" 74° - - - li 37' 4 70.0 - 70.0 80.0 90.0 53-1/81 26° I 6 70,0 70.0 80.0 90.0 26" - - - 74" 8 70.0 70.0 80.0 90.0 - - - 26-1/2' 3 70.0 70.0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 38-3/8" - - - 37°-3/8" 53-1/8" 4 70.0 70.0 ( 8 90.0 - 380.0 6 70.0 70.0 80.0 90.0 - - - 74" 8 70.0 70.0 80.0 90.0 - - 26-1/2' 3 70.0 70,0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 50-5/8' - - 37" 53-1/8" 50-5/8" 4 70 0 7n n 80.0 90.0 - - t6 70.0 70.0 80.0 90.0 - - - 74° 8 70.0 70.0 80.0 90.0 - - - 26-1/2' 3 70.0 70.0 80.0 90.0 26-1/2" 37" 53 -1 /8' 74" 63" - - - 37" 53-1 /8" 63„ 1_6 4 70.0 70.0 80.0 90.0 - - - 70.0 70.0 80.0 90.0 - - - 74" 8 70.0 70.0 73.7 73.7 8 80.0 89.0 24" 36" 48" 60" 72" 24" 3 70.0 70.0 80.0 90.0 24" 36" 48" 60" 72" 24" - - - 4 70.0 70.0 80.0 90.0 - - - 5 70.0 70.0 80.0 90.0 - - - 7 70.0 70.0 80.0 90.0 - - - 8 70.0 70.0 80,0 90.0 - - - 24" 36" 48" 60" 72" 36" 3 70.0 70.0 80.0 90.0 24" 36" 48" 60" 72" 36" - - - 4 70,0 70.0 80.0 90.0 - - - 5 70.0 70.0 80.0 90.0 - - - 7 70.0 70.0 80.0 90.0 - - - 8 70.0 70.0 80.0 90.0 - - - 24" 36" 48" 60" 72" 48" 3 70.0 70.0 80.0 90.0 24" 36" 48' - - - 4 70.0 70.0 80.0 90.0 - - - 5 70.0 70.0 80.0 90.0 48" - - - 7 70.0 70.0 80.0 90.0 60" - - - 8 70.0 70.0 80.0 90.0 72" - - - 24" 36" 48" 60" 72° 60' 3 70.0 70.0 80.0 90.0 24" so" - - - 4 70.0 70.0 80.0 90.0 36" - - - 5 70.0 70.0 80.0 90.0 48" - - - 7 70.0 70.0 80.0 89.8 60" 7 80.0 90.0 8 70.0 70.0 80.0 80.9 72" 8 80.0 90.0 24" 36" 48" 60" 72" 63" 3 70.0 70.0 80.0 90.0 24" 63" - - - 4 70.0 70.0 80.0 90.0 36" - - - 5 70.0 70.0 80.0 90.0 48" - - - 7 70.0 70.0 80.0 83.6 60" 7 80.0 90.0 8 70.0 70.0 74.8 74.8 72" 8 80.0 90.0 = NO. OF ANCHORS PER HEAD & SILL (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 555 K 93rd St. Miami. FL'* AR OX' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' PRODUCT REVISED as complying wit the Florida Building Codc 5 Accepts; ice No on Date 13y NOTE; GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1i300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 ado Product ago. oq- lzozo Engr: JAVA0 AHMAD CIVIL FLA. PE 70592 C.A.N. 38 12015 0 Z •i1'✓ • • •a • •••♦ • • "O •••• • • • OS gt ►004 ► a •• ' • • 9. • crtLQ• ►°. 'u. • FAX (305) 888-1042 Q) O .N 0 2 UPDATED 70 2014 FBC Lia Q) 0 to 0 8 0 C m 0 0 A 3 w ay' . • • • • • • • • •• • • • • drawing no. W10-26 (sheetlal(ai1 PLLC 11/39 DESIGN LOAD CAPACITY - PSF (XOX SIZES) 2 ANCHORS AT MTG. STILE ENDS WINDOW DI A GLASS TYPES GLASS TYPE 'D' & 'C' 'D' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" 8 70,0 70.0 80.0 90.0 12 . 70.0 80.0 90.0 12 70.0 0.0 80,0 90.0 74' 106-1/4" 111" 38-3/8" 8 70.0 70. 80.0 90,0 12 70.0 70.0 .0 90.0 12 70.0 70.0 60. 90.0 ILO 74' 106-1/4' 111" 50-5/8" 8 70.0 70.0 80.0 12 70.0 70.0 80.0 90.0. IN 12 70.0 70.0 80.0 90.0 74" 106-1/4" 111" 63" 8 70.0 70.0 80.0 90.0 12 70.0 70.0 75.5 75.5 12 70.0 70.0 73.7 73.7 72" 84' 96" 1 os" 36° 8 70.0 70.0 _ 80.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 72" 84' 96" 108" _ 48 8 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 90,0 12 70.0 _ _ 70.0 80.0 90,0 72" 84" 96' 108" 60" 8 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 86.4 12 70.0 70.0 80.0 80.9 72" 84" 96" 108" b3" 8 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 87.5 11 70.0 70.0 80.0 80.2 12 70.0 70.0 74,8 74.8 55 NE 93rri St MiamL FI 3113R DESIGN LOAD CAPACITY -- PSF (XOX SIZES) 3 ANCHORS AT MTG. STILE ENDS GLASS TYPE WINDOW DIMS. A 'D' WIDTH HEIGHT EXT.(+) INT.(-) 74" - - - 106-1/4" 26" - - -• 111" - - - 74" - - - 106-1/4' 38-3/8" - - - 111" - - - 74" - - - 106-1/4" 50-5/8" - - - 74 - - - 106-1/4" 12 80.0 90.0 111" 12 80.0 89.0 72" - - B4" - - - 96" 36" - - 108' - - 72" - - 84" - - - 96" 48" - - - 108' - - - 72" - - - 84" - - - 96" 60" 11 80.0 90.0 108" 12 80.0 90.0 72" - - - 84" 9 80.0 90.0 96" 63" 11 80.0 90.0 108" 12 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL (1/3W) L (1/3w) _ W) tr I ' OPERATING VETO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) 2 ANCHORS AT MTG. STILE ENDS WINDOW DIMS. A GLASS TYPES GLASS TYPE 'B' & 'C' 'D' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1 /4° 111" 26" 8 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 74' 106-1/4° 111" 38-3/8" 8 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 74" 106-1/4" 111" 50-5/8" 8 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 74' 106-1/4" 111" 63" 8 70.0 70.0 80.0 90.0 12 70.0 70.0 75.4 75.4 12 70.0 70.0 74.2 74.2 72" 84" 96" 108" 38" 8 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 . 12 70.0 70.0 80.0 90.0 72" 84" 96" 48" 8 70.0 70.0 , .0 90.0 9 70,0 70 80.0 90,0 11 70.0 0.0 80.0 90.0 12 7 70.0 80.0 90,0 72" 84" 96" 108" 60 8 70.0 70.0 80.0 90.0 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 85.5 70.0 70.0 80.0 81.8 72' 4" 96" 108" 63 8 0.0 70.0 80.0 90.0 9 70. 70.0 80,0 84.5 11 70.0 .0 78.8 78.8 12 70.0 70, 74.9 74.9 A� DESIGN LOAD CAPACITY - PSF (XOX SIZES) 3 ANCHORS AT MTG. STILE ENDS GLASS TYPE WINDOW DIMS. A 'D' WIDTH HEIGHT EXT.(+) INT.(-) 74" - - - 106-1/4" 26" - - - 111" - - .. 74" - - - 106-1/4" 38-3/8" - - - 111" - - - 74" - - 106-1/4" 50-5/8" - - - 111" - - 74" - - - 106-1/4" 63. 12 80.0 90.0 111" 12 80.0 89.0 2" - - - 84" - - - 96" 36" - - - 108" - - - 72" - - - 84" - - - 96" 48" - - - 108" - - - 72" - - 84" - - - 96" B0" 11 80.0 90.0 108" 12 80.0 90.0 72" - - - 84" 9 80.0 90.0 96" 63" 11 80.0 90.0 108" 12 80.0 90.0 OF ANCHORS PER HEAD & SILL (1/4 Q=, OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH PRODUCT REVISED as complying with Om Florida Building Code Acceptance No Ex . Intl ' Dec NOTE: GLASS CA'ACIT1ES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 - DEC-219 'XOX' En/Jr: JAVAD AHMAD CML FtA. PE 070592 C.A.N. 38 015 • • • N • • •1 a • o • Q•o • ••••tti••. •• 1re 0 . 4104 � �• L- • I • 11• O tr1 • 0. I • 4004 3..y, • L4W(n=a Q W 2 O •• 0 0 0 in 0 N c 0 a U m a) 8 rc P. a .0 0 'D O 0 0 0 drawing W10--26 (sheetatpfk R PLL . • • • • • • • •• • • • • • • ° 4 1BY WOOD BUCK 1 Qa 4 • (P9 a. O J 0 H W 11 555 NE 03rd St, Miami, FL 33138 11 11 11 II 11 1 1 1 1 1 'TYPICAL ANCHORS SEE ELEV. FOR SPACING EOCE DIST.' 412 cs TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 T tn TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE r_ MIAMI—DADE COUNTY APPROVED MULUON at MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. Iiirfri-ir TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/4" X 1-1/8" WEEP SLOT AT 2" FROM EACH END WITH PLASTIC BAFFLE. W2 = 3/16" X 1-1/2" WEEP SLOT ,AT 2" FROM EACH END W3 = 1/8" X 1-3/4" WEEP SLOT AT MID WIDTH OF VENT. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PECORA 1215 SEAM SEALER. ADHERED TO SILL WITH SILICONE W3 IBY WOOD BUCK v. EDGE DIST. ALUM BAR 2-3/16" X 1/B" X 3" LONG AT FIXED MTG. RAIL LOCATIONS . z PRODUCT REV'S as complying with the Building Codc Acceptance No on Date TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1 1 1 1 1 1 WOOD BUCKS AND METAL STRUCTURE NOT 8Y V & V WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" 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/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREW$ INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) 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, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. lorida • • • • • • • • • •• • • • : • • • • I`1iC+1 far- • wlt ade Product C. 1, • TYPICAL A' 4CN0 SEE ELEV." FOR SPACING o. Engr: JAVAD AH CIVIL FtA. PE # 70592 C.A.N. 3538 2015 0 0 c 0 0 W u m 5 4 rc 0 to h N ) 0 -s 0 u drawing no. W10-26 (sheet IIre� 12/39 • •• .: • • • • :R PLLC 13/39 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w 0 w ti VENT WIDTH D.L. OPG. METAL STRUCTURE f-t SCREENS OPT. ® 2ti WINDOW WIDTH EXTERIOR 1/4" MAX. SHIMS O.L. OPG. 18Y WOOD BUCKS �. .1 1/4" TYPICAL ANCHORS SEE ELEV. FOR SPACING w L XO LAYOUT 1/4" SHIM MAX. 28Y WOOD BUCK 0 W000 STRUCTU 1 /2" VENT WIDTH D.L. OPG. 20 T_- L Sarr SCREENS Oit__ 7 it ,. VENT WIDTH D.L. OPG. D.L. OPG. WINDOW WIDTH EXTERIOR 1/4" MAX. SHIMS 1BY W000 BUCKS v TYPICAL ANCHORS SEE ELEV. FOR SPACING :1 1 /4" TYPICAL ANCHORS —SEE ELEV. FOR SPACING 555 Ne 93rd St. Miami. FL 33138 XOX LAYOUT MIAM1—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA RODUCT REVISED ¢ complying with the Florida riling Codc cceptance N ion Date TYPICAL ANCHORS rllaml o - Product Controt SEE ELEV. FOR SPACING 0 • v q v Engr: JAVAO AHMAD CIVIL FLA. PE 11 70592 C.A.N, 3538 0 • •• • •'` • • /�• :1• 6• 4: •• ••LL • • . . • ACC 110 • • • • .zfic 31n E (5M5-j Q W 4 i LJ c N IV E2 0 x 0 w w 0 d1 v FAX. (305) 888-1042 3 8 C O O. 0 H N Z so 2 0 i N N Qn 0 0 G m 0 O 0 v a u drawing no. W 1 0 — 2 6 (sheMi sI {i U' •• • • • • • • � • • • • • R PLLC 14/39 2.765 2.687 .875 .062 TYP. 1--1.187 1.125-.- FRAME HEAD .500 1.312 r986 II .60� .062 TYP. 1.476 .875 1 .906 L VENT TOP/BOTTOM RAIL -�{ .843 .937 .050- Ir- -i .875 ® JAMB ADAPTER 1 1.125 .875 L j-1.187 3.875 .078 TYP. 1.125- 2.625 .500 2.765 FRAME SILL .0 62-�I i�- I 1.100 .674 .184 SILL RISER JAMB STILE .585 1.420 - .312 .050 TYP. SILL TRACK 2.063 .906 1_ 1.879 1.139 1 '-1.188 MEETING RAIL 2.187 29) ALUMINUM BAR .500 1.750 2.827 .062 TYP. 2.950 .937 FRAME JAMB 1.578 1.844 .062 TYP. 1.750 2.625 1.187 0 FIXED MTG. RAIL .865 -1 r--.147 .062 TYP. .687 GLAZING BEAD ITEM PART iF QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 V103 1 FRAME HEAD 6063-T6 2 V202 1 FRAME SILL 6063-T6 - 3 V203 1 SILL TRACK 6063-16 - 4 V201 2 FRAME JAMB 6063-T6 - • • 5 V205 AS REQD. FRAME JAMB ADAPTER 6063-T6 6 V104 1/ VENT F1XE0 MTG. RAIL 6063-T6 .. - .. 7 V204 1/ VENT VENT INTERLOCK 6063-T6 8 V209 1/ VENT JAMB STILE 6063-76 - • 9 V107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - • 10 V108 AS REQD. GLAZING BEAD 6063-76 - • 13 - AS REQD. ADD -ON SILL RISER 6063-T6 USE AS REQD. •• 14 - 4/ VENT ROLLER HOUSING do__ CELCON - - • 15 V208 2/ VENT ROLLER BRASS - • 16 V207 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1-1/4" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 - AS REQD. FIN SEAL WSTRIPPING - ULTRAFAB 20 9146QU AS REQD. BULB SEAL (DUAL DUROMETER, T-SLOT=50, BULB =73) NEOPRENE ULTRAFAB 22 9146QU AS REQD. GLAZING BEAD BULB (DUAL DUROMETER, T-SLOT=50, BULB=73) NEOPRENE ULTRAFAB 23 - 2/ VENT SWEEP LATCH - AT 6-1/2' FROM EACH END 24 #8 X 3/4' 2/ LATCH LATCH INST. SCREW ST. STEEL PH SMS 25 - 2/ WDW. ___ WEEP VALVE - - 26 - 11/ VENT 5/16" BOX SCREEN - OPTIONAL 27 #6 X 1/2" t 2 BAFFLE INSTALLATION SCREWS - PN TEKS 28 - AS REQD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A 29 - AS REQD. ALUM PLATE (2 3/16" X 1/8` X 3" LONG) 6063-76 - PRODUCT REVISED as complying with the Florida Building Code Acceptenco No .. Exp' ution Date By tAiami ade Product Control 3-1D • 04- /2o2o Engr: JAVAD AHMAD CML FLA. PE # 792 CAN. 353 11 I O • 1yili •I • 2 • • • •+ a • O • 0 0• o •• .1 .te 0 •. umN• .a20 8 0.0.adl.e• t 4t-m . Ex W uN) a �M�yl et W H z IW- • • 0 0 • • N 0 N t_ 0 a 0 N 0 0 t0.7 m 4 0 N F 8 .0 d 0 0 0 0 S ei 0 0 C 0 0 x drawing no. W10-26 sheet ION lied � • • • • • • • •• • • • • 555 N,E :R PLLC 15/39 FIXED MTG. RAIL CORNER VENT TOP/BOTTOM CORNERS FRAME TOP CORNER FRAME BOTTOM CORNER Engr: JAVAD AMA) CIVIL FLA. PE # 70592 C.A.N. 3.38 PRODUCT REVISED a; complying wills the Honda 13uildhtg Code Acceptance N . Ex it iIonData ire-7t_. Ari • 11 L• Product COutrol ITV . •.. *646 •.• ... • ••1 4140401 • .. 4 • • •• a 0 •, Ct 2 0 U •. • .• 0 0 0 N 0 1 Q O N > 00 in 0 '0> L� 0.0 50 v .. O .0M C J-DNS C 0 rn c 0 U 47 iz 8 O 2 W O z m 0 0 o_ cV N vi 0 fV u a 0 0 0 0 ii t N aRi S v` .5 drawing no. woo-26 •• • • • • • • • •• • • • • 555 fV� R •:_ • rI -1M -1 sheet f usfri R PLLC 16/39 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corporation dba V & V Windows 2355 W 4th Ave Hialeah, FL 3301.0--1454 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 3 1 5 2590 F (786) 315-2599 www.niamidade.gov/economy 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 thp.44ithority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade altnIty Proditctontrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade fi pty) reset the right • to have this product or material tested for quality assurance purposes. If this preeletePor material fails to perform in the accepted manner, the manufacturer will incur the expense of such tdstMg and t I AliJ me itnmediately revoke, modify, or suspend the use of such product or material within'thekjurisdicfon. REP •:• ••.• reserves the right to revoke this acceptance, if it is determined by Miami-Dadede o't y Protluct.pontrot • Section that this product or material fails to meet the requirements of the applicable.kw,ig code. This product is approved as described herein, and has been designed to comply 4fith'tlie Florida Building CWile including the High Velocity Hurricane Zone_ • • • • • • DESCRIPTION: Series "450" Aluminum Fixed Window — L.M.I. •. • • • •. • • • .. APPROVAL DOCUMENT: Drawing No. W14-29, titled "Series-450 Aluminum Fixed Wdw (L.M.I.)", sheets 1 through 6 of 6, dated 08/20/14, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and 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 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 Manuel Perez, P.E. MIAMWADE COUNTY APPROVED 1 • ••• • NOA No. 14-0909,16 Expiration Date: December 24, 2019 Approval Date: December 24, 2014 Page 1 555 NE 93rd St, Miami, FL 33138 (ENGINEER PLLC 17/39 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No, W14-29, titled "Series-450" Aluminum Fixed Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 08/20/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • 2) Uniform Static Air Pressure Test, Loading phr 1 C TAS'202-94 • • • • • 3) Water Resistance Test, per FBC, TAS 202-9 • • • • •. • • •; along with marked -up drawings and installation diagram of mulltaluminum fixed • and fixed casement windows, prepared by Hurricane Test LaboyratorInc.,�:es! • • • • Report No. HETI-14-5009, dated 04/23/14, signed and sealed b 'Rafael E. Mt— • • • • .. . • • • • Seda,P,E. •••..• •; ••..• •••• 2. Test reports on: 1) Large Missile impact Test per FI3C, TAS 241-1. 2) Cyclic Wind Pressure Loading per FBC, Ti S 2.70 -94 • • • • •• along with marked -up drawings and installation diagram of mulledfluminflm fixed :... and fixed casement windows, prepared by Hurricane Test Laboratory, Inc.: l e% • Report No. HETI-14-5010, dated 04/23/14, signed and sealed by Rafael E. Droz-- Seda, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411,3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5011, dated 04/23/14, signed and sealed by Rafael E. Droz—Seda, P.E. 4. 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 mulled aluminum operable casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. Report No. HETI-14-5012, dated 04/23/14, signed and sealed by Rafael E. Droz Seda, P.E. 1• • DEP 0. • • P-1 / AAR Mandel Pe.E. Product Control )rxauliner NOA No. 14.0909.16 Expiration Date: December 24,2019 Approval Date: December 24, 2014 555 NE 93rd St, Miami, FL 33138 IENGINEER PLLC 18/39 Labrador Sc Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5, Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with tnarked-up drawings and installation diagram of mulled aluminum operable casement and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5013, dated 04/23/14, signed and sealed by Rafapjk,. Droz— Seda, P.E. ' • 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2b4t 4: . • •: • • •; 2) Cyclic Wind Pressure Loading per FBC, TAS'203-94 along with marked -up drawings and installation diagram of muai alumin r;Qperablg• • • • casement and fixed casement windows, prepared by Hurricane'Test Laboittozy,'Inc., • Test Report No. HETI-14-5014, dated 04/23/14, signed and seal;d•try Rataej E,Droa,: • • Seda, P.E. •• •• ' • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2r134; • • • •• • 2) Cyclic Wind Pressure Loading per FBC, TAS 2Q3-94 . • . along with marked -up drawings and installation diagram of an akiminum 4 x d: • • window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5015, dated 04/23/14, signed and sealed by Rafael E. Droz—Seda, P.E. 8. 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 an aluminum operable casement window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5016, dated 04/23/14, signed and sealed by Rafael E. Droz—Seda, P.E. 9. Test reports on: 1) Large Missile Impact 'Pest per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5017, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 10. 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 mulled aluminum operable casement and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5018, dated 06/11/14, signed and sealed by Rafael E. Droz-- Seda, P.E. E-2 Manuel Pejre`i.,' p.E. Product Control.ExaJ}iiner NOA No. i*tJ 09.16 Expiration Date: December 24, 2019 Approval Date: December 24, 2014 (; r 555 NE 93rd St, Miami, FL 33138 IENGINEER PLLC 19/39 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 11. Test reports on: I) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum operable casement window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5019, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 12. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 •"". 2) CycIic Wind Pressure Loading per FBC, Th,284-94 • along with marked -up drawings and installation diagram of mat dalumintaeoi3erable casement and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test • Report No. HETI-14-5052, dated 10/21/14, signed and sealedky,Rafael E. Seda, P.E. •••• •'•• C. CALCULATIONS ..• . . . . . .... . • .. 1. Anchor verification calculations and structural analysis, complying r'ith Fl CeSt: Edition (2014), dated 08/13/14, prepared by AI-Farooq Corporvitkiinsigniciend• sealed by Javad Ahtnad, P.E. •. •• 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). . • . • . .• . . . . E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14--0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16, 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5Ih Edition (2014), and of no financial interest, dated August 13, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated August 27, 201Q, signed by Jaime D. Gascon, P.E., Product Control Supervisor. G. OTHERS 1. None. E-3 Manuel PereP .1 . Product Control Exan,un��`r NOA No. 14-0909.16 Expiration Date: December 24, 2019 Approval Date: December 24, 2014 555 NE 93rd St, Miami, FL 33138 (ENGINEER PLLC 555 FALSE MUIJT1NS (SURFACE APPUEO) MAY BE USED WINDOW HEIGHT 47 3/8" WINDOW WIDTH 39 3/4" D.L. OFG a 0 0 tf it II li II L 6" MAX. HEAD/SILL CORNERS 14 1/2" MAX. HEAD/SILL gri 45" WINDOW WIDTH 37 3/8" D.L. OPG WINDOW HEIGHT CO 10 n 0 0 0 6" MAX. HEAD/SILL CORNERS 14 1/2" MAX. HEAD/SILL II 11 If TYPICAL ELEVATIONS — GLASS TYPES 'G1L', `GII', `G2L' & 'G2I' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES-400 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. NE 93rd St, Miami, FL 33138 FALSE MUM INS (SURFACE MMAAY BEP SED 60" WINDOW WIDTH 52 3/8" D.L. OPG 0 6" MAX. HEAD/SILL CORNERS 1 1 1 7F- 1 / 1 it 11 11 1 I II II 11 it 11 14 1/2" MAX. HEAD/SILL 1 TYPICAL ELEVATION GLASS TYPES 'G1L' & 'GiI' MAXIMUM DESIGN LOAD RATING = + 85.0 PSF (FOR SIZE SHOWN ABOVE OR SMALLER) — 85.0 PSF THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 FLORIDA BUILDING CODE. • • • •• ••••411 • ••••1 •••1 • ••• • • •••• • •• •• w J L NOTE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC--219 Env . IAD AHMAD CML FLA. Pt 7(592 C.A.N. ;3538 A . 262014 .Approved el cum lyIng'ytihth Pate T'tort i3ultiir.,/JLL NOM_ tC i Miami Dade Peoduct Contra oft' • ••• ••• Q •• o ▪ w •M 4 • efootioW 0Ii.a • • • al E So' c4 a 0 U W c 0 .0 y w 8 c 0 to to 'D FAX. (305) 888-1042 -' 0 0 O c 3 0 r 0 i 5 ( drawing no. -1. [w14-29J 20/39 sh 1 � • i • • • • • 41. • • • LLC • 21/39 555 SILICONE PECORA 895 ce 0 8 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS GLASS TYPE ' G 1 L' 7/16" OVERALL NOM. SILICONE PECORA 895 0 IaJ 3/16" ANN. GLASS .090" INTERLAYER SAFLEX CLEAR & COLOR GLASS BY 'EASTMAN CHEMICAL CO.' 3/16" ANN. GLASS GLASS TYPE 'G2L' 7/18" OVERALL NOM. NE 93rd St, Miami, FL 33138 SILICONE PECORA 895 SILICONE PECORA 895 GLAZING OPTIONS 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS GLASS TYPE 'G113 Is OVERALL NOM. 3/16" ANN. GLASS .090° INTERLAYER SAFLEX CLEAR & COLOR GLASS BY 'EASTMAN CHEMICAL CO: 3/16" ANN. GLASS 1/4" AIR SPACE GLASS TYPE 'G21' 1" OVERALL NOM, Engr. JAYAD AKMAD CIVIL FLA. PE 70592 C.A.N..$538 • . • .. .. • . .... • • .... .; .... • • . • •I .. Approved as complying with 1ho Mori u1dhnp le Date c£'G el)! NpAll M&i!ni Did: PrattleBY-L.1 al } (305) 888-1042 2 0 . a - iit drawing no.1 W14-29 (SheittNBIN i PLLC . • • . • .. • a • 22/39 555 NE WINDOW HEIGHT 1BY WOOD BUCK J O X Ed II { JI i1 4 TYPICAL ANCHORS SEE ELEV. /.FOR SPACING Ed. . 4' 4 . 0 4 93rd St, Miami, FL 33138 Itl 4 4 z. 4 e .4 4 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE rr MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA } Ed TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1BY •• WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 WOOD BUCK OR WOOD UCTURE Ed TYPICAL ANCHORS SEE ELEV. FOR SPACING •. •• •• • • • • • • • • • • • •• •• • • • • • • • 1 •• 4 0) TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF _DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) 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, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS t'm = 2000 PSI MIN. Engr. •AVlui n}iM,w FLA. PECML # 70592 C.A.N, .3538 0 0 w x ERIES-450 ALUMINUM, FAX. (305) 088-1042 A1)5y 1,4 2014 AiIJ.+)'oved as cotypty isg wllht t d FIDIM ui(li13 !e Date e- AtI2 o)1 Dade Product Cojifro ‘17. s c 0 (n w 4) 0 2 1 v u [drawing no.1 ',W14-29J •: • • • • • •: • • LLC 23/39 2BY WOOD BUCK 0 1 /4" MAX. SHIM 1 1/ 1 /4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. WINDOW WIDTH 1BY W00D BUCKS 555 NE 93rd St, Miami, FL 33138 FRAME CORNER TYPICAL ANCHORS SEE ELEV. FOR SPACING a • a 1.7 D Engr. 0VAD AMMO CML FLA. PE # 705g2 C.A.N.:538, i )4 6, 2014 • • •. •• • • • • • • • • • • •. •• •• • • • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Approv-ctl as coraplytug tvith 4h� Florida Luicliup, n e !l ante,•_ NO t1 MI .InI 1!11d_ 3'eodnct G o Q � N re -i •••g Q• cc 0 ••4 o• • • • vQ et' • &�v • •• -450 ALUMINUM FIXED WD e. 8 a 0 0 >o >" O � 2 Li- >�M tang" D '0 in N S F FAX. (305) 888-1042_ J c rn c 0 > description a v • • • • • • •• :• • • 0 r—� drawing no. W14-29] rs` - el da rWI LLC 3.812 .625 3.214 2.194 FIXED FRAME HEAD/SILL/JAMB 1.166-= .062 r.236 FRAME COVER .689 .875 1.215 .062— G GLAZING BEAD (LAM. GLASS) .300 r- a .875 a-. 1.210 .050- 4 GLAZING BEAD (INSUL. LAM. GLASS) 11 -^-{ 1.000 r 3.000 .125 1IA 4.000 �-.125 TUBE MUWON ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 V403 4/ WDW. FRAME HEAD/SILL/JAMB 6063-T6 — 2 V405 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T5 - 2A V406 4/ WDW. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T5 - 4 V404 AS READ. FRAME COVER 6063-T6 - 5 - AS REQD. SETTING BLOCK EPDM ULTRAFAB, DUROMETER 75±5 SHORE A 5A - AS REQD. SETTING BLOCK EPDM ULTRAFAB, DUROMETER 75±5 SHORE A 6 PJ540-SS AS REQD. CORNER KEY ST. STEEL SULLIVAN do ASSOC. •..• 7 #10 X 1-1/4' AS READ. FRAME ASSEMBLY SCREWS CRS PH SMS ••••i 9 9146 AS REQD. GLAZING GASKET VINYL • CENTRAL PLASTICS, DUROMETER 65±5 SHOR€•hi 10 - AS REQD. GLASS SPACER SILICONE FRANK LOWE, DUROMETER 65±5 SHORE A , •" 4 11 - AS REQD. 1X3 TUBE MULLION 6063-T6 001 - 0 11A - AS REQD. 1X4 TUBE MULLION 6063-T6 -. •00 ; SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 'PECORA 1215' SEAM SEALER. PARIMETER CAULKING 'DYMONIC FC POLYURETHANE' ON EXTERIOR ONLY. Engr. JAVAD AHMAD CIVIL FLA. PE / 70592 C.A.N. 3538 • • • • . • • Approved ss co in ptylig with the Florid ukliva o, e Hate ec i . NOAEI 4. - A1Itynl Dade Product Contra z 0 ft O 0 •••• J •••• ceG•• 0 =••ehi• OgYt8 o 30t83941 • a11141V2 -450 ALUMINUM FIXED WDW W l) c O L C f (305) 888-1042 0 w 0. c) 0 .o 0 0 0 O c . u 24/39 • •• • • • • . • • • drawing no. W14-29 st1 55E 3rd St, MiaME,3h243JM-914 3LLC MULLION LOAD CAPACITY - PSF MULLION TYPE MULLION TYPE WI DIMS. `I' '2' WIDTH (W) - TH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8" 85.0 85.0 85.0 85.0 26-1/2" : .0 85.0 85.0 85.0 37' 74-1/4° 85.• 85.0 85.0 85.0 53-1 /8" 85.0 ' .0 85.0 85.0 60" 85.0 85. • 85.0 85.0 19-1/8" 85.0 85.01 85.0 26- i /2" 85.0 85.0 85.0 85.0 37" 80" 85.0 65.0 85.0 8 53-1/8" 85.0 85.0 85.0 85.0 60" 82.0 82.0 85.0 85.0 19-1/8" 85.0 85.0 85.0 85.0 26-1 /2" 85.0 85.0 85.0 85.0 37' 84' 85.0 85.0 85.0 85.0 53-1 /8" 74.4 74.4 85.0 85.0 60" 69.2 69.2 85.0 85.0 18" 85.0 85.0 85.0 85.0 24" 85.0 85.0 85.0 85.0 30" 85.0 85.0 85.0 85.0 36" 85.0 85.0 85.0 85.0 42" 78" 85.0 85.0 85.0 85.0 48" 85.0 85.0 85.0 85.0 54' 85.0 85.0 85.0 85.0 60' 85.0 85.0 85.0 85.0 18" 85.0 85.0 85.0 85.0 24" 85.0 85.0 85.0 85.0 30" 85.0 85.0 85.0 85.0 36" 85.0 85.0 85.0 85.0 42° 84" 85.0 85.0 85.0 85.0 48" 79.7 79.7 85.0 85.0 54" 73.6 73.6 85.0 85.0 60" 69.2 69.2 85.0 85.0 NOTES; 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR FIXED WINDOW CAPACITY SEE SHEET 1. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. E 93rd St, Miami, FL 33138 2 ANCHORS REQD. AT EACH SIDE OF MULLION TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE A IES TO TWO OR MORE WINDOWS WIDTH (W) SERIES 450 - \FIXED WINDOW WINDOW SERIES 450 FIXED WINDOW WINDOW WIDTH MULLION TYPE `i' TOTAL PRPERTIES Ix = 4.188 iN\4 SX = 2.319 IN\3 MULLIO TOTAL PRPE Ix = 5.275 IN\4 Sx 2.811 1N\3 Engr. JAVAD AII1,1Aa CIVIL FIA. PE ,# 70592 C.A.N. 3538 #12 SMS OR SELF DRILUNG SCREWS AT 14--1/2" O.C. SERIES 450 FIXED WINDOW WINDOW WIDTH #12 SMS OR SELF DRILUNG SCREWS AT 14-1 /2" 0.C. SERIES 450 -FIXED WINDOW WINDOW WIDTH xpproticd &s comp Flarldn Ih WierC de Date .Z1.3 11-1 it Reds Product C N Nt- z a. 0 0 J l M 0 y 0 description V 0 '0 0 rl 0. Lw1' 9 (she4ElR • • /39 • •• • • • • • • •�• • PLLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp dba V & V Windows 2355 W 4<h Avenue Hialeah, FL 33010-1454 SCOPE: 26/39 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv 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 "300" Outswing Glazed Aluminum Door w/wo Sidelite or door w/wo Transom-LMI APPROVAL DOCUMENT: Drawing No. W10-08 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., 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• cgtien • . . .. . .... • . . .. . MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure (DP) ratings in sheets 3, 4 & 5 for unit sizes Vs glass type. Lowe esign Pry itgre front doors 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 rsgdirainent i9 needed. 4. Glass lite wider than 36" shall be supported with approved setting blocks or clamps••parFr requirements. 5. The frame are of alternate size must not exceed 960113.02 ft2, nor panel tested area and ntax. PaM night. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo %ijy, hate 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 bales, advertising-oi any other-puposes-shall--automaticallyterminatethis NOA-Fallure-ta-eomply-with-any-seetion-of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews & revises # 12-0113.02 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY J 55WININ9Srd St, Miami, FL 33138 APPROVED NOA No. 15-0310.05 Expiration Date: September 01, 2020 Approval Date: September 10, 2015 IEN NEP PLLio 27/39 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No. W10-08 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(5th 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/ ASTME-1300-02, 04 and -09 D. QUALITY ASSURANCE • • • •••• • • • •• • 1. Miami Dade Department of Regulatory and Economic Resources (MK E. MATERIAL CERTIFICATIONS •1.• • • • •• • • • • • • • •••• • • • •• • • • • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Ihtt (former. Dupont) for their "Buts cite® PVB Glass Interlayer", expiring on;1g%; 16 ; • • • • • F. STATEMENTS .• 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 Mr. Candido D. Vega.(Submitted under previous NOA No. 10-0406.04) 4. Florida Department Of State, Div of Corporation, active listing of Labrador & Foundora • • • • • • • • • • 1. Statement letter of conformance to FBC 2014(5th Edition) and letter of Iro frnal:10 • • interest, prepared by Al Farooq Corporation, dated 02/11/15, signed aug sealed•by Jalvad • Ahmad, P.E. 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 appi owed by CO. \\ . Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 15-0310.05 Expiration Date: September 01, 2020 Approval Date: September 10 , 2015 E-1 555 NE 93rd St, Miami, FL 33138 (ENGINEER PLLC 28/39 z_ m 1/8" HEAT STREN'D GLASS .090" Intertoyer Butocite PVB By 'Kuroray Americo, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOW 995 PECORA 895 GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS m GLAZING OPTIONS 3/16" HEAT STREN'D GLASS .090" Intertoyer Butocite PVB By 'Ku rarely Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOW 995 PECORA 895 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS m V w It i pia N 0 ••� • t/ • • 1 g •• • • •• • •• O b • at qt. V 0 e�i • •••,• ^r 0 yL "•S• '•••• 00 E ??a�'Q•g' PItODUC f REVISED to complying • :• •' : Q °� • complying with the Mori; • 1i • O leading Cow I THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE (0) SIDELITE SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. AT 1/4 POINTS ON LITES IDER-THAN-36=ANN' ANCHORING OR -LOADING CONDAIONS-NOT SHOWN -IN —THESE -DETAILS -ARE GLAZING DETAIL AT SIDELITE/TRANSOM THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. NOT PART OF THIS APPROVAL. 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 FLORIDA BUILDING CODE. Engr: JAVAD AWAD CML FLA. PE 1 70592 CAN. 538 o3 0 0 J z 0 0 0 • • • (305) 888-1042 0 V1 c- c 0 c 0 llf a) 'a 0 0 0 8 .0 (1.) Q - N 'D 0 TO 2014 FRC RER OOMME E THIS SHEET N O "i 0 0 O 0 0 0 4- 0 N N 0 9 0 drawing no. W10-08 •• • • • • • • •• 555 NE 93rd St, Miami, FL 33138 sheegEN®fNR PLLC r 29/39 555 NE 5" MAX. HEAD/SILL CORNERS co co SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 5/8" MAX. FRAME WIDTH 12" MAX. tl HEAD �J SILL / Cad \ _}A ACTIVE 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LOCK OPTIONS Y#1 OR #2 (OPTION #1 SHO SEE SHEET 10 T LEAF WIDTH 36 5/8" DOOR OPNG. W. (X) in 76" MAX. FRAME WIDTH 5" MAX. HEAD/SILL CORNERS 12" MAX. HEAD SILL rn LJ 03 ro o J 0 a O J 0 / / \ LUSH QLT \ \ LOCK OPTIONS\ #1 0R #2 r(OPTION f1 SHON SEE S)-IET 10 // // / / / FLUSH / BOLT ACTIVE INACTIVE HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 1 9 26 3/4" MAX. 73" MAX. D.L. OPG. DOOR OPNG. WIDTH (XX) DOORS LOAD CAPACITY - PSF SINGLE DDoRS_WITHODUT TRAvsnM f DOOR DIMS. GLASS TYPE 'A' GLASS TYPE 'B' FRAME WIDTH LEAF WIDTH FRAME HEIGHT LEAF HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 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 66.3 75.8 93rd St, Miami, FL 33138 DOOR DIMS DOORS LOAD CAPACITY - PSF DOUBLE DOORS jTITHOUT TRANSOM (XX) GLASS TYPE 'A' GLASS TYPE FRAME WIDTH LEAF WIDTH FRAME HEIGHT LEAF HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72' 34-3/4" 76" 36-3/4" 96" 93-3/6" 70.0 80.0 70.0 80.0 66.3 75.8 66.3 GLASS D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 12". D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12,875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 22.50")/2 75.8 z p F1- A 0 a . • • • 0. • .J • a ••• •••� •0 %.• a a M • ...lapp�ro. • •••.O 0. Q 4 Q• �n� • Ih 6 • • •••; 'Cur; _ a • .Jag.:• • .s¢w4.20 • • PRODUC 1' REVISED a comply!** with the Floride bo Wing Cale Aeteptooce No ^0 l.�s Miami Diode I4 Cent M • •) tr 0 0 w 0 NOTE: GLASS CAPACITIES -ON TI# BASED ON ASTM E1300--09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD AHMAD CML FIA. PE # 70592 CA.N. 3538 0 0 N 0 C 0. U a) V) .a w 0 a N 0 8 0 cc E5 W cp; 0.0 0,r0 0 r M 0 0 0 0 C 0 0 w w 0' 0 0 1 t c 1 V drowing no. W1 o-08 •• • • • . • • (sheatEINGINE2E PLLC 30 39 0 w x 0 N —<0 mu) 5" M HEAD/SILL CORNERS a 0 39 5/8" MAX. FRAME WIDTH 35" 0.L. OPG. 12" MAX. HEAD F 1 SILL %j% LEAF HEIGHT / SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 5" MAX. HEAD/SILL CORNERS 76" MAX. FRAME WIDTH 71 5/16" MAX. r 0 D.L. OPG. 12" MAX. HEAD SILL ALUM REINF. 12 II / II / II / 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 36 5/8" DOOR OPNG. W, O ALUM REINF. 0 (2) ANCHORS AT TRANSOM ENDS SINGLE DOORS 1 m LOCK OPTIONS #1 OR #2 (OPTION #2 SHOWN) SEE SHEET 10 D S LOAD CAPACITY — PSF S LE DOORS WITH TRANSOM (0/X) D DIMS. GLASS TYPE 'A' GLASS TYPE 'g' FRAME WIDTH WIDTH FRAME HEIGHT LEAF HEIGHT EXT.(+) INT.(—) EXT.(+) INT.(—) 37 /8" 34-3/4" 120" 93-3/8" 70.0 80.0 70.0 80.0 9-5/8' 36-3/4' 66.3 75.8 66.3 75.8 5 NE 93rd St, Miami, FL 33138 ins 1 0 N a 0 J 0 • ti co 3 � r) 0 a 0 J 0 URFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED ....r./ (G 1 ] /?%% f `\ �/ fl ,/ __ H / \ \kali& /1 \ .. / _ —__ = +�— \ / _ is /r \ R .1 ___.9— tt-- II II II I I\� 1 ,9,1_,\ 1 __ .:__o m \ \ LOCK OPTION§ #1 OR #2 (OPTION #2 • SEE SHE 0 // /i // / / / / / / FLUSH :OLT ) 1 \ % ACTIVE / INACTIVE I 26 I I 3/4" MAX. , 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. D.L. OPG. fl SILL ANCHORS LEAF WIDTH AT STILE ENDS (4) AT 3" 0.C. 73" MAX. DOOR OPNG. WIDTH (3) ANCHORS • AT TRANSOM ENDS ••• AT 4-1 /2" 0.C. • • • • DOUBLE DOORS DOORS LOAD CAPACITY — PSF DOUBLE DOORS WITH TRANSOM (0/XX) DOOR DIMS. GLASS TYPE 'A' GLASS TYPE '8' FRAME WIDTH LEAF WIDTH FRAME HEIGHT LEAF HEIGHT EXT.(+) INT.(—) EXT.(+) INT.(—) 72" 34-3/4" 120' 93-3/811 70.0 80.0 70.0 80.0 76" 36-3/4" 66.3 75.8 66.3 75.8 GLASS L.O. DIMS. (TRANSOM) 01.0. HEIGHT = TRANSOM HEIGHT — 4.625" D.L.O. WIDTH = FRAME WIDTH — 4.6875" BASED AND FLO DECLARATOR Erngr: JAVAD AHMAD CIVIL FLA. PE 1 70592 CA.N. 538 ••e • 0411 0004 • • • 1 • 001 • •• V ENTRANCE DOOR 1- 0 PRODUCrREVISE;D as complying with the Flo il• bolding Code Aee.l�m enet N , IS'_Q O p I:41 4kDale lje� 11 J Ib+dlr Prw1oN CsN•rd ES ON THIS SHEET ARE ASTM E1300-09 (3 SEC. GUSTS) BUILDING COMMISSION ATEMENT DCA05-DEC-219 0 3 20tF • ••,' 00 i c•� oa' y 000 0 1) N 1) s 0 w LL • O 0 0 8 � • • • • • • •• • u ) J ) LLC 555 N 5" HEAD/SIL CORNERS 03 M 0. 0 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 3rd St. Miami. FL 33138 36" MAX. SIDELITE FRAME WIDTH 31 3/8" MAX. D.L. OPG. 12" MAX. HEAD SILL II II II II JL (0 N io FIXED LITE (0) LOAD CAPACITY — PSF FIXED LITE DIMS. GLASS TYPES 'A' Se 'g' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(—) 24" 70.0 80.0 28" 70.0 80. 32" 90" 70.0 .0 36" 70.0 80.0 24" • 75.6 28" 70.0 71.2 96" 32' 67.4 67.4 36" 64.1 64.1 SIDELITE FRAME WIDTH In z GLASS D.L.O. DIMS. (SIDELITE) D.L.O. HEIGHT = SIDELITE HEIGHT - 4.625" D.L.O. WIDTH = SIDELITE WIDTH - 4.625" NOTE: GLASS CAPACITI BASED ON ASTM El AND FLORIDA BUILDING DECLARATORY. STATEMENT Engr: JAVAD AHMAD CIVIL FIA. PE # 70592 C.A.N. 538 • • • •• • •••• • .• •.• .••• •• • •••• • . • • • • •• PRODUC f REVISED as complying with the Floras heading Cods Acceptance How 0110• Or Expiration Date tm \242 u, �5 w/o) Dinh i duct Coated N THIS SHEET ARE —09 (3 SEC. GUSTS) MMISSION 05—DEC-219 V 0 0 a 0 0 ALUMINUM OUT -SWING ENTRANCE D00R (LM.I.) • • 0 0 1 O C O 6 R RER COMMENTS r n 0 0 w 0 0 0 0 0 w c � 0 N O 0 n 0 8 10 wing no. W1 08 sheetl6N61 31/39 • •• • • • • • . ••• R PLLC r32/39 555 SIDELITE MULLION CAPACITY - PSF SIDELIT WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM NOMINAL SIDELITE WIDTH INCHES LEA WIDTH INCHES FRAME IOHT IN SIDELITE W/0 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 7 . 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 70.0 80.0 63.0 72.0 63.0 72.0 24 28 32 36 40 36-3/4 84 70.0 80.0 0 80.0 70,0 80.0 70.0 80.0 70,0 80.0 70.0 .0 70.0 80.0 70.0 80. 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 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 36-3/4 gg 70.0 75.6 70.0 80.0 70.0 71.2 70.0 80.0 67.4 67.4 70.0 80.0 64.1 64.1 70.0 80.0 ALUMINUM 12 STIFFENER SURFA FALS NOMINAL SIDEUTE WIDTH 1 1/2" NOTE: LEAF WIDTH DOOR OPNG. WIDTH 36--5/8" MAX. SINGLE: (X) DOOR 73" MAX. DOUBLE ('XX) 000R FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE SHEET 4 FOR SIDELITE MULLION CAPACITY SE HART ABOVE LOWER VALUES FROM DOOR, SID E OR MULLION CHART WILL APPLY TO ENTIRE SYST 93rd St, Miami, FL 33138 0 OVERALL FRAME WIDTH CLUSTER OF 31 3/8" - - - 1 i tV 2' (4) ANCHORS 12" D.L. OPG. 3„ Al' HEAD/SILL F EAD TYP. SILL FRAME HEIGHT 91 3/8" D.L OPG. t i I I I I I ^ 41--' / \. 1 .--. II ' I L 11 / / \ II I II ---tf--- 1 1 -- II f I fl 11 / / � FLUSH �O LT \ \ ==-==tt===== 11' [ I 1 �� II 1� / I' / ,__-I f = \ /A 1• a I 0 I N/ I =__=_ • � \ OPTION§§ I OR #2 \\ (OPTION #2 SHOVN) SEE SHEET 10 // / \ 1 // II\I I I 11 iI I ) \ \ // / / FLUSH BOLT iI - -T t1416.im._ ACTIVE INACTIVE APPUEO AUNTITVENGRIILL 31 3/8" MAX. 26 3/4" MAX. 26 3/4" MAX. tO iY BE USED O.L. OPG. NOMINAL SIDELITE WIDTH D.L. OPG. 36 3 " MAX. ti D.L. OPG. ALUM REINF. USE AS PER CHAF SEE CHART AT LEFT 1 1 /2" LEAF WID 7 MAX. PROOUC f REVISE 1 1 /2" ra complying with all (OXXO) XXU CONFIGUMAHTUNS ALS QUALIFY • • • •• •••s •••• ••• a ••• • • • • • • • • • • • • • • • •• cn ce V T 0 e Florida 0 I 0 COMP -ANC • • 0 0 6 lrwtdffil C.nfia Acce i nceNaIS"d31Dle Sarlration I)rie,,,a4j) 2.1!) �ni I r s C MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 96 SQ. FT. . - FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 CA.N. 3538/ 032015 N 0 .N O tt UPDATED TO 2014 FRC PER RER COMMENTS a0 G) v 1) f_V 0 n O n O 0 c 0 O 0 W dr• g no. W10 '8 sheetIES161M12 • • • • • • • • • •• • • PLLC • 33/39 555 NE 9/18" MIN. THROW BOLT PENETRATION x g_ CO 01 01 LEAF HEIGHT EDGE DIST. 0 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/1. MIN — THROW BOLT PENETRATION 0 . EDGE DIST. 93rd St, Miami, FL 33138 I I 1 1 I I I I I I T—T • • 24 an ° 3 . KSI , CONCq Q TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING OPERABLE UNIT 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SHIM SPACE 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 ELEVATIONS FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO W000 (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1 —1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 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 METAL STRUCTURE (SEE SPEC BELOW) Engr: JAVAD AHMAD CIVIL FlA. PE # 70592 CAN. 3538 L ekisu 0 J Q a 0 U 0•••• • • •. • •It• C3 • • 'f• • 1.11 G • • • • • •g cc )• •• gee us ., 5 • • • I Litt 2 v... ,J tht•• • •' � 6 •• • •••1Y • • •• • PRODUCE REVISER s• complying with the Florid& M•odinx Code Accepu►act No IDS' ZspirMi•n [hlc Nimbi AAde Cosily) rDooRDETAILS • • J ti. 0 0 0 W 6 0 z N 0 1) n U • N , C_• Q0to li $ M I > si. "COCO CO O a, >r Iin$" 0 LPi O a 3 43 C 0 N 0 0 Q! w A lz 0 2 S 0 N N N 0 b 1 9) O o 0 w 4 0 • • m N a drawing no. W10-08 � • • • • • • • • •• • • • sheetlktJ 1IjR PLLC • 34/39 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. -\ FOR SPACING 1 /4" MAX. SHIM 4.3 w 0 w METAL STRUCTURE EXTERIOR O.L.O. 36 3/4" MAX. LEAF WIDTH 36 5/8" MAX. DOOR OPNG. WIDTH 1BY WOOD BUCK (SEE NOTE SHEET 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING • LOCK OPTIONS 1 OR 2 (OPTION #2 SHOWN) SEE SHEET 10 FOR DESCRIPTION • ••• r• •• •j a mi. • � y .8, •• 0.,... •••..rgNoyON • . 4 ell e on W • • r • fit u 4► 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV.. ,. FOR SPACING 4J 0 n w 39 5/8" MAX. FRAME WIDTH CD ACTIVE LEAF 0 CONVENTIONAL LOCK WITH DEAD BOLT CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE LEAF WIDTH 1 /4" MAX. SHIM INACTIVE LEAF 72" MAX. LOCK OPTION #2 EXTERIOR DOOR OPNG. WIDTH 2BY WOOD :UCK OR D S"UCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 555 NE 76" MAX. 3 POINT LOCK ASSEMBLY ACTIVE LEAF 3rd St, Miami, FL 33138 FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE INACTIVE LEAF EXTERIOR LOCK OPTION al DOOR DETAILS Engr: JAVA() AHMAD CIVIL FLA. PE #70592 C.A.N. 3538 7.0)15 PRODUC f REVISED tea complying with (hc Florida IJwtdMg Cede AcceptaEipirs*iue Dote D €�pinNJw ILu War NiallfrodtrctCostrei TRANCE 000R w cn 0 a 0 vJ 0P000 pp Q 0 in c Li_.0 t) i • •O E 1 (.. DC:0 6 3-ON2 M^ FAX. (305) 5BB-1042 ( 1 to 0 4) L G O L 0 N 4) v T .a UPDATED TO 2014 FBC REV. PER RER COMMENTS REV. PER RER COMMENTS y 0 a H 0 rn 0 [ U 0 W k M 8 t. drawing no. W10-08 (sheetEliRUe • • • • � • • • • • PLLC SOM HEIGHT w 0 • J EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3 KSI"CQNC • CO M m x 0 J 0 0 rK 55 NE 93rd St, Miami, FL 33138 ' ! �I Y 4111) U eLtrit"I 2)1 I _ I II+ ! I r-+-+-, 1 A I`\ 1124 1 I ..-4---1-- I 1 I I 1 / 9/16" MIN. THROW BOLT PENETRATION 1 /4" MAX. • SHIM TYPICAL ANCHORS . .. . SEE ELEV. ' ' FOR SPACING 0 0 w EXTERIOR D.L. OPG. TRANSOM FRAME WIDTH DOOR WITH TRANSOM DETAILS Engr:'JAVAD AHMAD CIVIL FLA. PE 70592 C.A.N. 3538 8 2015 • 1 •• •••�• • • ••� • ••� •••� • •• •• • • •• PRODUC f REVISED is coaplyleg wine Ibe Florid, Welding Code Aeeeptince IVo t G 0 F.apirMbn Dote a i%‘.t Mraul I fv rrod4ct Costrd (305) 888-1042 0 U oC¢0in 164v Q v 0 > .c n dpp O 6 J 43 N c N O IN N a Z N O U ce a m 2 s CZ CC CC a d v D O O O U 0 W 1. O • no. W1• 08 (sheedES6111 3 /39 • •• • • • • •• • • • • • PLLC .•v EDGE DIST, 555 N rd St, Miami, FL 33138 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV, - v FOR SPACING N METAL STRUCTURE 1/4" MAX. MAX... SHIM • 3 K5 CONC.J f 0, d . a• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STATIONARY UNIT (SIDELITE) 1 /4" MAX. SHIM EXTERIOR D.L. OPG. SIDELITE FRAME WIDTH SINGLE SIDELITE X 3/4" FH TEKS AT 10" FROM ENDS AND 24" 0.C, MAX. EXTERIOR D.L. OP G. NOMINAL SIDEUTE WIDTH FRAME WIDTH SIDELITE DETAILS SIDELITE WITH DOOR DETAILS awing no. 1BY WOOD BUCK (SEE NOTE SHEET 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING ALUM STIFFENER AS REQD. SEE SHEET 5 FOR CAPACITY LEAF WIDTH PRODLIC I REVISEDFl.rl�� or complying tlic b•>di•c Cod* Aceept.wce No t�'- E plr1l oo Doted L Wiand t Cor►}rot 000R OPNG. WIDTH " MAX. SINGLE (X) DOOR DOUBLE (XX) DOOR Engr; JAVAD AHMAD CIVIL FLA. PE iP 70592 C.A.N. 3538 EP2015 36/39 • •• • • • •• • • PLLC 37/39 555 NE LOCKS; OPTION j1: 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" F r ACTIVE 7 93rd St, Miami, FL 33138 ACTIVE ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 V501 3/ DOOR FRAME HEAD/JAMB 6063-T5 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 REQD. 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 • 8 V513 AS REQD. INACTIVE ASTRAGAL STILE 6063-T8 • V & V SELECTED EXTRUDER •• 9 V508 2/ LEAF SWEEP ADAPTER 6063-T6 V & V SELECTED EXTRUDER ••' 10 V509 AS REQD. SIDELITE ADAPTER 6063-16 V & V SELECTED EXTRUDER 11 V511 AS REQD. GLAZING BEAD - 5/16" GLASS 6063-T6 V & V SELECTED EXTRUDER •.-0 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 6063-15 1-1/2" X 1-1/2" X 3/16" • 17 3/ LEAF BALL BEARING HINGE ASSEMBLY - • -• 17A - 3/ LEAF 3 PIECE HINGE ASSEMBLY - - 18 - AS REQD. SETTING BLOCKS EPOM DUROMETER 80t5 SHORE A 19 - AS REQD. FIN SEAL PILE WEATHERSTRIPPING - - 20 V516 AS REQD. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60t5 21 #8 X 1/2" AS REQD. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2" FROM ENDS & 8" 0.C. MAX. 22 #10 X 2" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 - AS REQD. SIDE LITE 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 102; ACTIVE LEAF; CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 39" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' LOCATED AT 46" FROM BOTTOM INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN do 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--FAST€NEO TO STI E—IN T4—(2;--38 32-)'d-1 /�-2 =FH MS / \ 1/ ACTIVE 1\ NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. \ 1 •a ACTIVE 1\VI 111ACTIVE 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 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. . Engr: JAVAD AHMAD CML FLA. PE 1 70592 C.A.N. 538 ()3 20 • • PItODUC f REVIS£U M cm.ply .g with the MTorW b.KN.= Code AeeepUace No IS 03 / C • OS Eispirred.M Q.le',,,(.710 I. I s/P-. . C Wad 1liA & ;1- Coriroi ✓ CO 0 •.•• • M Q& Q • • • il• r0 aQ'O• red so .p • a 41.44g Dr , c �c7. 1Z6%2.P. 0 0 J z a I a 0 U • • • • a 0 OD u0 0 v n .o 0 a O_ N 0 n 5i 0 drawing no. W1 o-08 (s h eeirE •� • • • • • • • • • • • • PLLC • 38/39 2.016 FRAME HEAD/JAMB () DOOR JAMB SIDE HINGE STILE 555 NE r—1.750 — ( ) TOP Sc BOTTOM RAIL [1.500 .388 L-I 1.608 () SWEEP ADAPTER .062 TYP. SILL COVER W to #10-24 X 1/2" FH MS CRS TYPE 23 3 PIECE HINGE 4-3/4" #12--24 X 1/2" FH MS CRS TYPE 23 BALL BEARING HINGE GO INACTIVE ASTRAGAL STILE LOCK/ASTRAGAL STILE .078 TYP. 4.000 St, Miial6fL 32118 2.200 �{ 2.251 .078 TYP. 4.176 L 1.575 SIDELITE STILE c) .062 11.133 j i 11 .814 -J 1.3131�i SIDELITE ADAPTER 1.210 .125 TYP. 3.532 1 3.782 0) STIFFENER GLAZING BEAD — 7/16" GLASS r—.498 .709 1-z—.609 ,050 GLAZING BEAD — 5/16" GLASS Engr: JAVAD AHMAD CIVIL FLA. PE 0 70592 CA.N. 538 201! • • 1 •• •••14 •••l ••� • ••� • • • I • •• • • • • 1 PRODUC 1' REVISCD as complying wilts the Florida boding Code Acceptance Na I S;O 1 •O r Expirations pate 11611111111 m 1 0 0 O1, a I N 6. • ►� • ao � • Eg 9;.*••. ' CYR ur b • •Qv 0. Q� •g ��0 ILL Y (O j s • • � t• • m icL. _ L LA,,�.�.�e-� M. ail MeV Ptodect Cow Qi ALUMINUM. OUT -SWING ENTRANCE DOOR (L.M.1.) c in C 0 N (305) 888-1042 8 C a -13 v 0 N N N 0 n r7 D p0 8 c 1 to 0 2 C [awin9 no. W10-08 (!tee Fitigablpi • •• • • • • • • • • • • • • PLLC • 39/39 555 NE FRAME TOP CORNEE LEAF TOP CORNER TRANSOM CORNER LEAF BOTTOM CORNER 93rd St, Miami, FL 33138 FRAME BOTTOM CORNER SIDELITE SUP ON JAMB CORNER Engr: JAVAD AHMAD CIVIL FLA. PE 70592 C.A. 538 2015 • • .. ... ...I .. . .. . • • • • . .. PRODIIC f REVISED ascomplying with tbt Fkrri4 brawling Coda Angeline MUNu 6sMirMips ir� Dale 8 w U ALUMINUM OUT -SWING (305) 888-1042 T .a h 0 0 O N 0 I scale: 3/8' 0 .0 C drawing no. W10--08 (shee1jtjt . • • • • • • • • • • • • • PLLC nginee P .lc M Consulting Engineering Services 8215 LAKE DR #8502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerpllc.com; E-mail: juan@ iengineerpllc.com COVER SHEET DATE: October 25, 2017 PROJECT: DOORS REPLACEMENT & NEW FOYER. ADDRESS: 555 NE 93rd St, Miami, FL 33138 PAGE l/32 .. .. . .... . • .... . . .. • •. • • .. •... • .. .. • This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbetted..I. thru 3Z. Computations were performed to the best of our knowledge according to sound�apti generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning into service, the in-house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 t «L=VIEW APPl ?':_'Fn 10- -2017 iEngineer PLLC ► 1 #29119 Juan C. Moreno, F.L Reg. P.E # 69818 VALID ONLY FOR ONE (1) PERMIT ONLY. . VALID ONLY WITH RAISED PE SEAL. -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. &Engi eer P 'tc Consulting Engineering Services 8215 LAKE DR #B502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerpllc.com; E-mail: ivan@ iengineerollc.com PAGE II/32 INDEX DESCRIPTION PAGE Wind Toad calculation Strap calculation Outswing Doors NOA 15-0310.05 Strap NOA Tapcon NOA 1 6 • • • •• • • • 7 •• • ••••. • •••• • 21 • •..• •• • • . • •.•.• 28.•• ••• .••• • . . • .•• •• .•• • • • • • • • • • • • •• • • ••• • 10- 2017 iEngineer PLLC, CA 29119 Juan C. Moreno, F.L Reg. P.E # 69818 VALID ONLY FOR ONE (1) PERMIT ONLY. VALID ONLY WITH RAISED PE SEAL. -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. 1 of 32 MECAWind Version 2.1.0.5 per ASCE 7-10 Developed by MEGA Enterprises, Inc. Copyright 2017 www.mecaenterprises.com Date : 7/2/2017 Company Name : Address . City• State • Proj Location : File Location: C:\Users\User\Documents\JOBS\PROJECTS\555 NE 93rd St, Miami, N DOOR\CALC\WIND 7-10, FOYER.wnd Directional Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang 2 Bldg Length Along Ridge = 47.00 ft Project No. Designed By . Description . Customer Name : Procedure All Heights • 175.00 mph = II • N/A • 1.00 • 0.01 - 11.50 - 0.09 = 0.11 - 0.15 - 0.13 = 1.95 : 12 • 12.63 ft • 15.00 ft at Eave= 1.75 ft FL 33138, VERONICA\06-26-2017 Building (Ch 27 Part Exposure Category Flexible Structure = Kd Directional Factor = Zg Bt Bm 1 Zmin Slope of Type of Roof Eht: Eave Height Roof Area 1) D No 0.85 FOYER = 700.00 ft • 1.07 • 0.80 = 650.00 ft = 7.00 ft Roof(Theta) • =• 9 472'beg • fabled... = 10.'2 .1 • • 2786.00.ft" ...• .• • Bldg Width Across Ridge= • 554cPW Gust Factor Category I Rigid Structures - Simplified Method • • Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85=•'01.'85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) • • • • =• 70.58 ft • 0.4=.• 1.9 •••. = 540.81 ft •• = 0.92 • 0.89 • • • • . • • •• • • • • Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems = +/-0.18 • • • • • • • • .• • 2 of 32 L ttttttttttl, -4 -11111111111 1 B z .... .. • Kh: 2.01*(Ht/Zg)^(2/Alpha): •••• Kht: Topographic Factor (Figure 6-4)=....L.00 •••• Qh: .00256*(V)^2*I*Kh*Kht*Kd=..,..65 ps€•• • Cpww: Windward Wall Cp(Ref Fig 6-6)=...p.�G • Roof Area 278$.00.ft^2 Reduction Factor based on Roof Area =• 0,80 • • • • .• • •••. • MWFRS-Wall Pressures for Wind Normal to 47 ft wall (Normal to Ridge)• Wall Leeward Wall Side Walls Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) -0.47 -0.70 - 39.55 -14.83 - 53.21 -28.49 Elev Kz Kzt qz Press Press Total Shear Moment ft psf +GCpi -GCpi +/-GCpi Kip K-ft Windward 15.00 1.03 1.00 68.65 34.33 59.04 73.88 52.08 390.62 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) 0.0 ft to 6.3 ft 6.3 ft to 12.6 ft 12.6 ft to 25.3 ft 25.3 ft to 55.0ft - 0.90 -0.90 - 0.50 - 0.30 - 64.88 - 64.88 -41.54 - 29.86 -40.16 -40.16 -16.82 -5.15 MWFRS-Wall Pressures for Wind Normal to 55 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) • .• • • • � • • • • • 3 of 32 Leeward Wall -0.50 Side Walls -0.70 Wall - 41.54 -16.82 - 53.21 -28.49 Elev Kz Kzt qz Press Press Total Shear Moment ft psf +GCpi -GCpi +/-GCpi Kip K-ft Windward 15.00 1.03 1.00 68.65 34.33 59.04 75.86 62.59 469.40 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) 0.0 ft to 6.3 ft 6.3 ft to 12.6 ft 12.6 ft to 25.3 ft 25.3 ft to 47.0 ft - 0.90 -64.88 -0.90 -64.88 - 0.50 -41.54 -0.30 -29.86 -40.16 -40.16 -16.82 -5.15 • • • • • •• • •••. • • •••. • • •• .• . . • • • • • • •. • • • . •••• • • •••• • •• • • • • • .• .••. . • • •• • • • • • •.. • 410 •• • • • •• • • • 4 of 32 MECAWind Version 2.1.0.5 ASCE 7-10 Developed by MEGA Enterprises, Inc. Copyright 2017 www.mecaenterprises.com Date : 7/2/2017 Project No. . Company Name : Designed By . Address Description . City Customer Name : State . Proj Location : File Location: C:\Users\User\Documents\JOBS\PROJECTS\555 NE 93rd St, Miami, FL 33138, VERONICA \06-26-2017 FOYER N DOOR\CALC\WIND 7-10, FOYER.wnd Roof not shown 5 ! -•\_,� 4 ' Walls ? I 34_2-I-3 I I 1 I I I 1 I I I 1 I I 1 1 I 71 1 I'1 71 1 I ) I 1 1 1 I 1 1 1 I 1 1 1 I 1 • • I I 1 • . • a3 3 i 2 I '3 31 0.•E'• Gable Roof 7 <8 - •4 • . . Wind Pressure on Components and Cladding (Ch 30 Part :L)•': Width of Pressure Coefficient Zone "a" = 4.7 ft . • Description Width Span Area Zone Max Min Max P Min dP psf ft ft ftA2 GCp GCp psf STUD 2.00 8.00 21.3 4 0.85 -1.04 HEADER. 1.00 4.58 7.0 4 0.90 -1.10 JAMB 2.30 7.17 17.1 4 0.86 -1.06 STRAP 2.00 6.00 12.0 2 0.48 -1.66 DOOR 3.00 6.67 20.0 4 0.85 -1,05 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd WINDPRESSURES • • • • • • • • .•.• .. • •• . • •• •. • • • • • . . .• • • • • • •.. • • • 70.56 -83.89 74.15 -87.88 71.59 -85.04 45.60 -126.35 70.86 -84.23 = 1.03 = 68.65 psf .• • • .• • • • • 5 of 32 WIND PRESSURES LRFD (PSF) ASD (PSF) DESCRIPTION ZONE (+) (-) (+) (-) STRAP 4 46 126 27 76 DOOR 4 71 84 43 51 • • • •• •• . .••• • • .•. • • • •• •• • . .••• . • ...• • •• • • • • . •• •••• • • • .• • • . •• • • • • • • • •• •• • • ••• • .• • • .• • • 6of32 STRAP CALCULATION WIND = 126 PSF (LRFD) WIND = 75.6 PSF (ASD) DL = O PSF AREA = 2X3 6 SF NET WIND UP LIFT = 453.6 LBS • • • •• •• • • • • ••. • • • • • • • • • • • • • • • • • •. • . •••• • • •••. .•• • • •• • •• • . • •• •••• • •• •• • • . ••• • • .• • • 7 of 32 MIAMI•DiADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp dba V & V Windows 2355 W 41h Avenue Hialeah, FL 33010-1454 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miam idade.¢ov/eeonomv 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 • the High Velocity Hurricane Zone. • •• •• •.• including.•• DESCRIPTION: Series "300" Outswing Glazed Aluminum Door w/wo Sidelite or door+wkle Transom=LMI • . • • APPROVAL DOCUMENT: Drawing No. W10-08 Rev F, titled "Series Aluminum •. M'Swing •Fntrgnce Dt t L.M.I. " sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03,20>! • • ared: b . A'1 Far • ( ) , g�. pry y �i Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Pro4Oct.Control 1ision stain/ • with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product tontrol Seetton • "•" MISSILE IMPACT RATING: Large and Small Missile Impact • • • •• Limitations: • •1. See Design Pressure (DP) ratings in sheets 3, 4 & 5 for unit sizes Vs glass type. Lower Design Pressurg from doors or mullion shall control when doors are mulled (whvo 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 are of alternate size must not exceed 960113.02 ft2, 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 Ja1CS, udveitisiiig u, any ut1,C, purposes -shall auto„,tttitallyterminatethis NOR.-Failure-to-eomply with any-seetion of • 1• • .• •• •• • • this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews & revises # 12-0113.02 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMFDADE COUNTY APPROVED NOA No. 15-0310.05 Expiration Date: September 01, 2020 Approval Date: September 10, 2015 Page 1 8 of 32 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No. W10-08 Rev F, titled "Series Aluminum Out -Swing Entrance Door (L.M.1.)", 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 • • a William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaeipada,,P. E.`,•.. • C. •... CALCULATIONS 1. Anchor verification calculations and structural analysis, complying withVBC-2C44(5• tb Edition), prepared by Al Farooq Corporation, dated 02/18/15 and last►ravi`sed oft AUG 13, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 and -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RI;R). .• 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 • • •• •• • • ••• • • ••S• • .. •• • • . • . .•• • .• .. . • • • • . • • • • . F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th 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 Mr. Candido D. Vega.(Submitted under previous NOA No. 10-0406.04) 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 app •oved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 15-0310.05 Expiration Date: September 01, 202Q Approval Date: September 10 , 2015 • E - 1 9 of 32 1/8" HEAT STREN'D GLASS .090" Interloyer 8utacite PVB By 'Kuroroy Americo, Inc.' —1/8" HEAT STREN'D GLASS SILICONE DOW 995 PECORA 895 GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS cn c9 GLAZING OPTIONS 3/16" HEAT STREW() GLASS .090" Interloyer Butocite PVB By 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOW 995 PECORA 895 `iil ll�� GLASS TYPE 'B' 7/16" OVERALL. LAM. GLASS io OCT 2017 PROOUc r REVISED im binding Codeing wilk the i'lorleIr Accept nce tYo 15=ONO .Or EnplrtdM. Dols S „ D. Muhlawe . Castro! THESETHESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ENTRANCE DOOR • • • • 4 •••1 ••1 • ••1 • • • • SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. •••• SINGLE (O/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET:5!: SINGLE (0) SIDELITE SEE SHEET 4. • SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. • LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR • SIDELITE MULUON CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. AT 1/4 POINTS ON UTES 1BER-TITAN-36 L—ONLY ANCHORING OR LOADING-CONDITIONS--NOT--Sk OWN- IN-TH€SE—OETAILS-ARE / GLAZING DETAIL AT SIDELITE/TRANSOM THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. NOT PART OF THIS APPROVAL. 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 FLORIDA BUILDING CODE. Engr: JAVAD MAD CML FLA. PE # 70592 CAN. 3538 4"u a 2: U •ck CI . 4110 • f.9 A 0 • 4.•••• • •••g • O •• • • • R U • • 1C v*".1 aAz�.6, Elmo J2Nz� c c 0 c 0 N r .0 0 g cc z 0 c 1 0 i N 0 0 ,v 0 s Q9 drawing no. W10-08 (sheet 1 of 12 � • • • • � • • • • • 5" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 5/8" MAX. FRAME WIDTH 12" MAX. HEAD SILL 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 36 5/8" DOOR OPNG. W. (X) LOCK OPTIONS #1 OR #2 (OPTION #1 SHOWN) SEE SHEET 10 z 8 HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED DOORS LOAD CAPACITY — PSF RTNGLR 1QpRS WITTIATIT TRANSAM (X DOOR DIMS. GLASS TYP 'A' GLASS TYPE 'B' FRAME WIDTH LEAF WIDTH FRAME HEIGHT LEAF HEIGHT EXT. INT.(—) EXT.(+) INT.(—) 37-5/8" 34-3/4" 96" 93-3/ 70.0 80.0 70.0 80.0 39-5/8" 36-3/4" 66.3 75.8 1 66.3 75.8 HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. FRAME WIDTH 36 3/4" MAX. LEAF WIDTH 12" MAX. HEAD SILL \ \FLUSH QLT 73" MAX. LOCK OPTIONS\ #1 OR #2 (OPTION #1 SH0 SEE )H,FET 10 // / USH BOLT INACTIVE 26 3/4" MAX. D.L. OPG. DOOR OPNG. WIDTH (XX) DOORS LOAD CAPACITY — PSF nnTIRT.R DOORS TYITHf1IT TRANSAM (YX) DOOR DIMS GLASS TYPE 'A' GLASS TYPE 'B' FRAME WIDTH LEAF WIDTH FRAME HEIGHT LEAF HEIGHT EXT.(+) INT.(—) EXT.(+) INT.(—) 72" 34-3/4" 96. 93-3/8" 70.0 80.0 70.0 80.0 76" 36-3/4" 66.3 75.8 66.3 75.8 GLASS D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 12" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 22.50")/2 BASED ON AND FLORIDA DECLARATORY Engr: JAVAD AHMAD CML FLA. PE ij 70592 CAN. 3538 PRODUC 1' !REVISED • .e comptyMg with the Fle. b.. IwkMna Code Aetept*Ree No 0 • Eatairwtioa IN»aJ DA* I Cashel ES ON THIS SHEET ARE TM E1300-09 (3 SEC. GUSTS) ILDING COMMISSION MENT DCA05-DEC-219 ST 03201 drowing n W10-0 sheet 2 of 1 2) 10o • •• • • • • • • • • • • • 5" HEAD/SILL CORNERS co m a O J d a 0 J O SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 5/8" MAX. FRAME WIDTH 35" D.L. OPG. 12" MAX. HEAD I ) SILL / II / / II / I \ 1 \ t \ ACTIVE 1 1 ALUM REINF. 0 5" MAX. HEAD/SILL CORNERS (2) ANCHORS AT TRANSOM ENDS SINGLE DOORS LOCK OPTIONS "-43Y-•>---___`#1 OR #2 _ (OPTION #2 SHOWN) SEE SHEET 10 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. LEAF WIDTH 36 5/8" DOOR OPNG. W, O 76" MAX. FRAME WIDTH 71 5/16" MAX. D.L. OPG. 12" MAX. HEAD SILL N to m� z d' 8 S LOAD CAPACITY - PSF E DOORS WITH TRANSOM (0/X) GLASS TYPE 'A' GLASS TYPE 'B' FRAMEFRAME WIDTH HEIGHT LEAF HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) „A/1K 8" 34-3/4' 120" 93-3/8"70.0 80.0 70.0 80.0 8" 36-3/4' 66.3 75.8 66.3 75.8 N cD J O a O J O URFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED i 1 1 / t am 4. 7n '1 'I / ==Jt = / // = I \ \ FLUSH :OLT \ ' /II I \ . / • . / 11 E o / 1I J---_t-= __-II_ / 11 et 14 \ /y 'x; N) \\=- = \ LOCK OPTIONq #1 OR #2 (OPTION #2 • SEE SHED 0 // ,/' // ) \ - \ 1I \ II 11 -=-'` _--- N- 1 �\ 1 g \ / / / / / / / FLUSH BOLT ACTIVE i / ‘, INACTIVE S O 26 3/4" MAX. ~ r 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. D.L. OPG. SILL ANCHORS LEAF WIDTH AT STILE ENDS (4) AT 3" 0.C. 73" MAX. DOOR OPNG. WIDTH (O/XX) ALUM REINF. 12 (3) ANCHORS - AT TRANSOM ENDS AT 4-1/2" 0.C. DOUBLE DOORS - I gen N u) ce W z DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITH TRANSOM (0/XX) DOOR DIMS. GLASS TYPE 'A' GLASS TYPE 'B' FRAME WIDTH LEAF WIDTH FRAME HEIGHT LEAF HEIGHT EXf.(+) INT.(-) EXT.(+) INT.(-) 72" 34-3/4" 120" 93-3/8" 70.0 80.0 70.0 80.0 76" 38-3/4" 66.3 75.8 66.3 75.8 GLASS DLO. DIMS. (TRANSOM) D.L.O. HEIGHT = TRANSOM HEIGHT — 4.625" D.L.O. WIDTH = FRAME WIDTH — 4.6875" TE: • • •- ••• •••I ••1 • ••� • ••• • •- •••• • • • • • •• I 0. 8 C J m m • PRODUC f REVISED M complying with the Floriw i i tliltg Coda l=. Acceptance No'r--,Q3(O f , EaNientio t Date Thief Prwirct Cerlyd CAPACIIIFS--f1NL HJS SHEET ARE BASED ASTM Ei300-09 (3 SEC. GUSTS) AND FLO • : BUILDING COMMISSION DECLARATOR -TATEMENT DCA05—DEC —21 9 Engr: JAVAD AHMAD CML FLA. PE if 70592 C.A.N. 35,38 0 3 201! f 0 • ••••• • ••• ;� • • a •• • 0 •• ••• l U Q. •• Ez'.•. � O. o�, liars r rit••a et E II tom 0 _l'4= 0 cat) 0 0 a a 1- 0 z 0 N 0 W 0 0 0 N u 0 0 i F, W in g U.. ) g no. W10 !8 (sheet 3 of 12 11 of 32 � • • - • • • • •: • - • . 5" HEAD/SIL' CORNERS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL. MAY BE USED SIDELITE FRAME WIDTH 31 3/8" MAX. D.L. OPG. 12" MAX. HEAD SILL FIXED LITE (0) LOAD CAPACITY — PSF FIXED UTE DIMS. GLASS 'TYPES A' & 'B' FRAME WIDTH FRAME HEIGHT EXT.( + INT.(—) 24" 70.0 80.0 28" 70.0 80. 32" 90" 70.0 .0 36" 70.0 80.0 24" • 75.6 Y8" 70.0 71.2 32" 96' 67.4 67.4 36" 64.1 64.1 GLASS D.L.O. DIMS. (SIDELITE) D.L.O. HEIGHT = SIDELITE HEIGHT — 4.625" D.L.O. WIDTH = SIDELITE WIDTH — 4.625" SIDELITE FRAME WIDTH PRODUC 1' REVISED as complying with the Florida bsu.Nag Code Acceptance NJQ' Capitative Date t, 11 Me , i&•Dog Ca Mt►arl Cashel eled NOTE: GLASS CAPACITI BASED ON ASTM El AND FLORIDA BUILDING DECLARATORY. STATEMENT Engr. JAVAD AHMAD CIVIL FLA. PE 1 70592 C.A.N. 538 032015 ON THIS SHEET ARE —09 (3 SEC. GUSTS) MMISSION 05—DEC-21 wing no. 08 (sheet 12 of 32 • • • • • • • • • • • • 13 of 32 SIDELITE MULLION CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM NOMINAL SIDELITE MOTH INCHES LEAF WIDTH INCHES 1SIDELITE FRAME 9 HEIGHT 1T/0 REM% SIDELITE >li/ ALUM REINF. INCHES ` EXT.(+) INT.(-) EXT.(+) INT.(-) 24 28 32 36 40 36-3/4 ; 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 80 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 ' 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 32 36 40 3b-374 E4 ,U.0 au.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 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 36-3/4 96 70.0 75.6 70.0 80.0 70.0 71.2 70.0 80.0 67.4 67.4 70.0 80.0 64.1 64.1 70.0 80.0 1 1/2" NOTE: ALUMINUM STIFFENER LEAF WIDTH DOOR OPNG. WIDTH 36-5/8" MAX. SINGLE (X) DOOR 73" MAX. DOUBLE (XX) DOOR FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE SHEET 4 FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 144" 12" 3" TYP. J 1 1 (11,L11,1 1 II 11 I, II =====13===== I LI • 31 3/8" MAX. D.L. OPG. NOMINAL SIDELITE WIDTH OVERALL FRAME W CLUSTER OF (4) ANCHORS AT HEAD/SILL ICI DTH 12" MAX. HEAD SILL / II / / II / 1 _ ACTIVE 26 3/4" MAX. D.L. OPG. 36 3/4" MAX. II SEE CHART AT LEFT 1 1/2" LEAF WIDTH • FLUSH BOLT LACK OPTION§ iI OR #2 \ rOPTION #2 SHO ',.EE SHEET 10 // // i/ / / / FLUSH BOLT INACTIVE 26 3/4" MAX. / D.L. OPG. 73" MAX. DOOR OPNG. WI)TH (OXXO) TESTED i O TiRTF G T10N5 ALSO QUALIFY 31 3/8" D.L. OPG. 1 1/2" 10 v • •§•• •.•1 •4 LJ Mil •t) • • •• •• z • • • • • • , •o m Ej gz ALUM REINF. USE AS PER CHART 0 • •.. • •••s13 • ••••o M • a•• • • • yf)•.• . . >0in c c¢.- N ov 46 21t .., PRODl1C P REVISED S$ complying with the Florid& hooding Corte Acceptance NolC^gt.. D.0"c X Bapiraation Daic__/_hjzeL I41 11, r c MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 96 SQ. FT. PER F8C 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr. JAVAO AHMAD CML FLA. PEE 70592 C.A.N. 3538 0 t 032015 0 Hl vN N UPaATED TO 2014 FBC ) C 0 ate. 0 0 W drawing no. W10--08 sheet 5 of 12) •• • • • • • • • • •• • • • • 14 of 32 9/16" MIN. THROW BOLT PENETRATION co 01 WEEPS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a EDGE DIST. 0 i/t MIN. THROW BOLT PENETRATION T—T- .•• , .' EDGE DIST. Q• �r SHIM SPACE ° 3 KSI • CONCq t TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING OPERABLE UNIT 1BY W000 BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE r I T. niO3 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 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 ELEVATIONS FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" 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 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) . 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 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 METAL STRUCTURE (SEE SPEC BELOW) Engr: JAVAD AHMAD CML FLA. PE 1p 70592 CAN. 353E Z015 re`u • ••• •••, ... • • • •• ... • 00 0001 • • • • •• PftODUC f REVISED .n complying wick the flat'1t1i bowling Coda Aeteptaoct No 1 Enpie.tb. Dale • • O FF F Z 0 o m o o t v O o • oral • ee a tgs p 0 a. 0 0 s O z • .•.k •i •• 1 • •• • • • ,,G •••.g • • o •Y .• • . u. pplioc $- 0�Ping c AMil De* Phonon C 5 44,, DOOR DETAILS N ,V 1 n 0 c u 0 W ,0 N • m 1 c drawing no. W10-08 •..... . . • . • • • • •••••• • . sheet 6 of t2) • 15 of 32 SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. SHIM . ' 4 • TYPICAL ANCHORS .• SEE ELEV.. FOR SPACING • 4.4 W • O W EXTERIOR D.L.O. 36 3/4" MAX. LEAF WIDTH 36 5/8" MAX. 000R OPNG. WIDTH ACTIVE LEAF ACTIVE LEAF l 39 5/8" MAX. FRAME WIDTH CONVENTIONAL LOCK WITH DEAD BOLT LEAF WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS 1 OR 2 (OPTION 12 SHOWN) SEE SHEET 10 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE LOCK OPTION 42 DOOR OPNG. WIDTH 3 POINT LOCK ASSEMBLY —\ FRAME WIDTH INACTIVE LEAF EXTERIOR CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE INACTIVE LEAF EXTERIOR LOCK OPTION 41 DOOR DETAILS Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 538 3 2015 1/4" MAX. SHIM . . .•. ... • 2BY WOOD : UCIP OR • 000 '. UCTURE .4 TYPICAL ANCHORS SEE ELEV. FOR SPACING z 0 O I a a c, O LL o g 0 0 a. U •.•01 • .I •.•Q •W m •• do • . • • ..• PRODUC 1' REVISED ea cosplyle* with the Florida c handing Cade o Aeeepliace Net - 0.4 ' h EapirNlee Doe / - ati L Mead Peek 'Meet Cadre, c 0 'C U u 0 O v z N X 0 2 0 uJ a O •0 0 an CV 0 n 0 0 w 4 • • • 8 ) drawing no. W10-08 sheet 7 of 12) •.•..• •�• • . •••..• • . .• •••.• •••.•. . • • . . • • EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 Alm i A AI. rahiw, 1,_ r� Iai� I I! r-+-+- I r l I I I I IT H Il �I il MEN 9/f6" MIN. �- THROW BOLT PENETRATION TYPICAL ANCHORS . ... . SEE ELEV. . ' • FOR SPACING ' . EXTERIOR D.L. OPG. TRANSOM FRAME WIDTH DOOR WITH TRANSOM DETAILS Engr: JAVAD AHMAD CML FLA. PE 70592 CAN. 3538 PRODUC f REVISED me eoaply$.g wMb ibe Fiod& lwrding Cate Aeeeptwnce N.1 -D .0 81.pIrt1«e Dote 11. Wad 14 v ' ro4Ket Central (sheet 16 •f32 ..•... • • • • • • ..•.• • • •.••. ••.••. •• • • .•••.• 3. KSI .CONC., • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ! 3 KS CON; .e. �. .• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE STATIONARY UNIT (SIDELLTE) 1/4" MAX. SHIM EXTERIOR D.L. OPG. SIDELITE FRAME WIDTH SINGLE SIDELITE X 3/4" FH TEKS AT 10" FROM ENDS AND 24" O.C. MAX. EXTERIOR D.L. OPG. NOMINAL SIOEUTE WIDTH 1 T%r FRAME WIDTH SIDELITE DETAILS SIDELITE WITH DOOR DETAILS 1BY WOOD BUCK (SEE NOTE SHEET 1) • • • PKODUC t' REVISED) sr complying with iile Float • bottling Code • • EspieAcceptance Dote Espies** u.te ALUM STIFFENER lll�t� wat cow* AS REQD. SEE SHEET 5 FOR CAPACITY • LEAF WIDTH DOOR OPNG. WIDTH " MAX. SINGLE (X) DOOR DOUBLE (XX) DOOR Engr; JAVAD AHMAD CML FLA. PE # 70592 CAN. 3536 CP.{eft 2015 owing no. —08 (sheet 17 of 32 • • • • • •••••. • . • • ••••• .••••• •• • • •••••• 9 18 of 32 LOCKS; OPTION #1; 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 LOC1F-FASTENED TO STILE -WITH (2) 3 L f ACTIVE 7 / \ / \ / \ / \ / \ ij, \ / \ / \ I / ACTIVE I INACTIVE 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 8063-T6 V & V SELECTED EXTRUDER 4 V504 AS REQD. SIDEUTE 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 8 V513 AS REQD. INACTIVE ASTRAGAL STILE 6063-T6 V & V SELECTED EXTRUDER 9 V508 2/ LEAF SWEEP ADAPTER 6063-T6 V & V SELECTED EXTRUDER 10 V509 AS READ. SIDELfTE 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 READ. 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" 17 - 3/ LEAF BALL BEARING HINGE ASSEMBLY - - 17A - 3/ LEAF 3 PIECE HINGE ASSEMBLY - - 18 - AS REQD. SETTING BLOCKS EPOM • DUROMETER 80±5 SHORE A • 19 - AS REQD. FIN SEAL PILE WEATHERSTRIPPING - lin - •• 20 V516 AS REQD. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60±5 • • 21 #8 X 1/2" AS REOD. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2' FROM ENDS & 8" 0.C. MAX. • 22 /10 X 2" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS •• 23 - AS REQD. SIDE LITE ADAPTER SCREWS ST. STEEL - ' •' 24 #8-32 X 1/2" 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS ••, 25 - AS REQD. BUMPER SPACER SIUCONE ••• - • OPTION fit; ACTIVE LEAF; CONVENTIONAL DOOR LOCKSET WITH HANDLE 8Y 'SULLIVAN AND ASSOC.' LOCATED AT 39" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULUVAN 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 CK-FASTENED TO STILE WITH (2) 38-32-X 1/2" FH MS ACTIVE NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 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 #7; 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 SEALANTS: 1 • • • •• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. • Engr: JAVAD AHMAD CIVIL FLA. PE / 70592 CAN. 3538 03 206 es'u LZ g o. ti ei o Da Yrg •0 ▪ LI z 'get r-, 0 ZJ a. 0 0 c PRODUC r REVISED - cw.ply$.e whit she ileri& ilerdirg Cod. Amputate No IA -o31 b • O 1La'irseMw D■Ie as/ / I / ZO It II s11--, Ll� -•..� �, _. Nimbi Giet4 revasetCeolvvl c 0 rn u d U 0 z 0 0 a 0 N n 1 N_ 8 e 0 O W 0 N 0 0 Q u drawing no. W10-08 sheet 1001 12 • •• • • •••••• • • • • 00000 •••••• •. • • • • 19 of 32 L-2.016 FRAME HEAD/JAMB DOOR JAMB SIDE HINGE STILE .626-•-1 () TOP & BOTTOM RAIL 1.500 �.060 388 1.608 SWEEP ADAPTER .626 J 1.750 #10-24 X 1/2" FH MS CRS TYPE 23 3 PIECE HINGE #12-24 X 1/2" FH MS CRS TYPE 23 BALL BEARING HINGE INACTIVE ASTRAGAL STILE LOCK/ASTRAGAL STILE 1.134 r_ .062] I .485 TYP. —_f ---> 1.164 SILL COVER .078 TYP. 4.000 () FRAME SILL 2.251 .078 TYP. 2.200-1 L 4.176 ogr- La- 1 .575 SIDELITE STILE 1.210 .125 TYP. 3.532 1 3.782 12 STIFFENER .062 T1T _1_ .814 -�1 1.313 I�- to SIDELITE ADAPTER GLAZING BEAD — 7/16" GLASS � — �.498 709 Cid .050 GLAZING BEAD — 5/16" GLASS Engr: JAVAO AHMAO CIVIL FIA. PE # 70592 CAN. 3538 3 20tt • • .• 600, •..1 ••4 ••. 041041 •• • ••.• • • • • • • •• PRODUC 1' REVISED as complying with the Flan& IseuNng Code Acceptant) No ISQ3t 0. or E.pirsd .. Iktte z � O 2 e a N O-J et 0 u. 81 Tti o Q. • •• 0 J 0_ U 1• • .• • • .) • • . • N • • * ►• P • c ongio v$$$ a N c 0 4) a 0 c N1 N 0 cV 0 MI 6 1.2 0 8 w 0 'co>, ii drawing no. W1 o-08 (sheet 11 of 12) • .• . . • • • • ••• • • . 20 of 32 FRAME TOP CORNER LEAF TOP CORNER TRANSOM CORNER LEAF BOTTOM OORNER FRAME BOTTOM CORNER SIDELITE SUP ON JAMB CORNER Engr: JAVAD AMA!) CIVIL FLA. PE 1 70592 CA . 3538 2015 • • • •• PRODIIC f REVISED as complying with ike Florid' heeding Code MapanceNo1C--O31od5— ISapkMi . Date��''j It \'Ib take IPS G l � mV z �a ; gi 0. �y Q Gt Va—ccl, / 114 lati' "6 al/ et 0 N N 0 ,m. 0 J a 0 U IS • • • • • •) ov nn O ow F 109.03.15 drawing no. W10--08 (sheet 12 of 12 • • • • • . . • • • • • • • 21 of 32 MIAMI•DAD COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Nu-Vue Industries, Inc. 1055 East 29 Street Hialeah, Florida 33013 S COPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.aov/econom v 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 mileciat fails to perform in the accepted manner, the manufacturer will incur the expense of suchhtesting and }; AHJ may • immediately revoke, modify, or suspend the use of such product or material withiq �i@iY jurisd4gt cjt. reserves the right to revoke this acceptance, if it is determined by Miami -Dade Minty Product Control . Section that this product or material fails to meet the requirements of the applicable building coda, • This product is approved as described herein, and has been designed to comply with tke Florida 13tiikling C`nrin innlhvlin, the TTiah Velgeity 111'rrl^9ur Zo'w • •"i' • DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Si4q1l 4'V.00d Congectors • APPROVAL DOCUMENT: Drawing No. NU-2, titled "NVTA and NVTAS, N41311.24 and • • • 126, • NVRT and NVTH", sheets 1 through 4 of 4, dated 04/15/2015, prepared by Nu-Vut Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Controf reneival stM4,.wlth the' Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control. Section. MISSILE IMPACT RATING: None • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 renews NOA # 12-0130.33 and consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. 'MIAM I:ADE COUNTY APPROVED • • • • •••• • •••• • NOA No: 15-0507.01 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 Page 1 22 of 32 Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU-2, titled "NVTA and NVTAS, NVBH 24 and NVUH 26, NVRT and NVTH", sheets 1 through 4 of 4, dated 04/15/2015, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "Submitted under NOA No. 05-0701.04" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. • • Report No. Wood Connector Direction :• 'Date 1. PT 02-4073 NVTA Upward • • • . f 11If6102• 2. PT 02-4075 NVTA Upward • 1 i107/02 3. PT 02-4074 NVTA Upward •... .11/qb/02 4. PT 02-3938 NVTA Upward ▪ :08A6/02 • 5. PT 03-4177 NVRT36 Upward • • •8�f03j03 • 6. PT 03-4202 NVRT36-T Upward • • • • 8V/19f 03 7. PT 03-4271 NVRT36-T Upward . . . 03727/03 8. PT 03-4270 NVRT24-T Upward ▪ :A3,✓03 9. PT 02-4095 NVUH26 Up & Downward : • •• •• •: •• Q J/17103 10. PT 02-4096 NVBH24 Up &Downward 12ta02 11. 31-22456.0002 NVTA & NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted under NOA No. 04-1202.01" Report of Design Capacities prepared by Vipin N. Tolat, P.E. Product Model No. of Pages . Date Signature 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, P.E 2. NVRT 9 through 14 05/05/03 V. N. Tolat, P.E. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, P.E. 5. NVRT 15 through 15 07/07/03 V. N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 15-0507.01 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 E - 1 23 of 32 Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 and 561(2014) a 1iti2;of tin; VAC, issued by Vipin N. Tolat, P.E., dated 04/29/2015, signed and seeiedby Vip1i 'N. Tolat, '. P.E. .. . .... .. . • "Submitted under NOA No. 04-1202.01" • ....' • : '..' 2. No Financial Interest and code compliance letter issued by Vipir{3F;Tolat,i'r,on 03/26/2003 signed and sealed by Vipin N. Tolat, P.E. E - 2 .... .. • • • .. • • . • • • • • .. •. • ..• • • • ofi!'toye1S Car os M. Utrera, P.E. Product Control Examiner NOA No: 15-0507.01 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 24 of 32 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seot NVTAS H Length (in) Product Code Gauge seat Gouge strop 16 NVTA-16 N 212 20 14 18 NVTA-18 NVTAS 21 20 14 20 NVTA-20 NVTAS 216 14 22 NVTA-22 NVTAS 218 20 24 NVTA-24 NVTAS 220 20 14 26 NVTA-26 NVTAS 222 20 14 28 NVTA-28 NVTAS 224 20 14 30 NVTA-30 NVTAS 226 20 14 36 NVTA-36 NVTAS 232 20 14 48 NVTA-48 NVTAS 244 20 14 General Notes: No, of Fosteners each strop 10d Maximum Allowoble Lood (lbs) Uplift Single Strop Uplift Double Strops L1 Single & Double Strops L2 Single & Double Strops 5 757 1514 250 500 6 805 1610 250 500 7 854 1708 250 500 8 902 •1804 250 500 9 951 •1902 250 500 999 •1998 250 500 11 1048 '2096 250 500 12 10 •2192 250 500 13 1145 0 250 500 14 1193 '2290 250 500 'Note: For 8 or more noils per str• use double truss for double strops. 1. Steel shall conform to ASTM A653, SS grade 33, min. yield 33 ksi, min. tensile strength 45 ksi and min. golvonized coating of G 60 per ASTM A653. 2. Allowoble loods and fosteners ore bosed on NOS 2005/2012. 3. Design Ioods ore for S. Pine, specific gravity 0.55. Design loods for oth species shall be adjusted per NDS 2005/2012. 4, Allowoble uplift loads hove been odjusted for load duration foc - CD of 1.6. Allowable gravity loods hove been odjusted for CD values of 1. •. • er toble 2.3.2 of NDS 2005/2012. Design loads do not include 33% incre •. - for steel and concrete. 5. Concrete in Tie beams sholl be min. of 2500 and mortor in concrete mosonry shall be min. sholl comply with ASTM C90. 6. Combined Iood of Uplift, L1 and L • all satisfy the following equotion. Actual Uplift Allowoble Uplift 7. Allowoble loods ore noted. Owo Concrete Masonry, Grout 1500 psi. Concrete mosonry Aflo Aetwuobblpl a L2 2 <=1,0 sad on 114" thick wood members unless otherwise 8: All designs .nform to FBC 2010 and 2014, NVTAS 1 NVTA MIN. 4" EMB. 1" MIN. 4" EMB. 1" TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Length (in) Product Code Gouge seat Gouge strap 16 NVTA-16 NVTAS 212 20 14 18 NVTA-18 NVTAS 214 20 14 20 NVTA-20 NVTAS 216 20 14 22 NVTA-22 NVTAS 218 20 14 24 NVTA-24 NVTAS 220 20 26 NVTA-26 NVTAS 222 14 28 NVTA-28 NVTAS 20 14 30 NVTA-30 TAS 226 20 14 36 —36 NVTAS 232 20 14 NVTA-48 NVTAS 244 20 14 Porollel to wall 1 VIPIN N. TOLAT, PE (CIVIL) PL. REG. # 12847 1 5123LANTERN CREEK LANE HOUSTON, TX 77068 Perpendicular to wall L2 No. of Fosteners each strop 10d x 1.5" Maximum Allowable ad (Ibs) L2 Single & Double Strops Uplift Single Strop Uplift Do raps Single & Double Strops 5 2236 250 500 6 1127 2254 385 565 1136 2272 520 630 8 1144 •2288 §20 . 64... 9 1153 •2306 520. ' ',war 520:.. 63p••• ... 630 •• 10 1161 •2322 11 1170 '2340 62b... ••aa 640, ' . 12 1178 '2356 0.. .. 630... 13 1187 •2374 ..410..... 630.E *Note: For 8 or more noils peg strop, use • double truss for double strops. • • • • PRODUCT RENEV/ED as complying wttb tho iFfaiide BuiCode eao piece No 15-0 07 ,I f i' 4.11fr.: I" Reinforcements Required Concrete Tie Beom or Tie Beam formed with concrete filled mosonry Nu-V 2i" • • • ... . • • O ---�— Holes Dio, 1}" NVTA, NVTAS ustries, Inc. 1053-1059 Eost 29 Street Hialeah, Fiorido 33013 E: (305) 694-0397 • (305) 694-0398 DWG #: NU-2 NVTA AND NVTAS TRUSS • ORS Sheet: 1of4 Date: April 16, 2015 •. . • • . • • • • . • . TABLE 3 NVBH 24 BUTTERFLY HANGER ltkl%N s W N FASTENER SCHEDULE ALLOWABLE LOADS (Ibs.) 5 v °D i~i► -a 4 co DOWNWARD GRAVITY LOADS 2x4 NVBH24 18 12 6 1113 TABLE 4 NVUH 26 JOIST HANGER m PRODUCT CODE GAUGE FASTENER SCHEDULE ALLOWABLE LOADS (Ibs.) HEADER 16d N x -q 8 DOWNWARD GRAVITY LOADS WIND UP L 2x6 NVUH26 14 20 10 2233 1213 Notes: Notes: 1. Use all specified fasteners in schedule to 1 eve values Indicated. 2. Values are based on 1i" header and Joist thickness. 3. See General Notes, Sheet 1. 2 N SYMM.® Mid Span V DOWNWARD LOAD PRODUCT RBNBWAD oomplying wittier Florida Building coae Aco�gt _rls i r/.O/ Miami (doer Cn of 1. Use all specified fa:_ ers In schedule to achieve values Indicated. 2. Values are b, on 3" heoder thickness and Joist thickness. 3. See G al Notes, Sheet 1. ,r 2q H VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 SYMM. Mid Span UPLIFT DOWNWARD LOAD • . • • • •. . • •••• • • •.•• •••• • . •• • • • . ••••• •• •• • •. .. • . • • • • .. •. • Industries, Inc. 1058-1069 Rest 29 Street Hinted. Florida 88013 ONE: (806) 694-0897 • (806) 694-0898 ••.. ••... . .• . •• • •••• • ►•• 25 of 32 ••1 ••• • • •.. . • • .. GERS . • • . •••.•• 26 of 32 TABLE 5 NVRT Flat and Twisted Rafter Ties ength (in) Product Code Ga ge ' NVRT-12 14 16 NVRT-16 14 18 NVRT-1 14 20 . - T 20 14- 22 i - 22 14 24 NVRT-2 14 30 NVRT-30 14 NVRT-36 14 48 NVRT-48 1 • • Fasteners Maximum Uplift Load I. TOTAL e•ch* • . er Flat Ties T.'= ed Ties 8 4 725 724 10 5 8. 860 12 998 996 7 1135 1132 Notes: 1. Specify "F" for Flat and "T" for Twisted when ordering. 2. Fastener values are based on a minimum 1f" thick wood members. 3. * Indicates no. of nails in each connected wood member. 4. See General Notes, sheet 1. HALF Connected to wall PRODUCT RENEWED d complyity with tiw nod& Ouildine Coat Acoeptuoe No expir«+oo MSY Product Coowol Di 1 TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Length (in) Product Code Gauge 12 NVRT-12 14 16 NVRT-16 14 18 NVRT-18 14 20 NVRT-20 14 22 NVRT-22 14 24 NVRT-24 14 30 NVRT-30 14 36 NVRT-36 14 48 NVRT-48 14 UPUFT No. of 16d nails to Wood Framing No. of i" diameter Tapcons to Concrete Maximum Uplift Load (Ibs) 4 6 722 1 5 7 856 6 8 991 7 9 1125 Notes: 1. ITW tapcons shall be embedded a minimum of 11" into concrete tiebeam or tiebeam formed with concrete filled masonry. ITW tapcons shall hove a min. edge distance of 2i" and minimum spacing of 11" as shown. 2. See General Notes, sheet 1. 3. All tapcons must be in the same row spaced at 1)¢" on centers. Do not use holes in tho opposite row. Strap must be long enough to accommodate required tapcons. EdOi Distance to °Pow 2" Mln. edge distance Reinforcement required Tie Beam formed with concrete filled masonary or concrete tie beam VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15128 LANTERN CREEK LANE HOUSTON, TX 77088 • • • . • •• • • 1• • 13" NVRT Anchor ., Holes dia. Do not Use circled holes See Note #3 • ••.. • • •••• •. • • . . • •. • . . .. • • • • • . 000,0 •• • • • 1 . ...4 •. • • ...... • • • H • • • I\1 u "Vue Industries, Inc. 1053-1059 East 29 Street Hialeah, Florida 33013 PHONE: (305) 694-0397 FAX: (305) 694-0398 NVRT FLAT AND TWISTED RAFTER TIES DWG #: NU-2 Sheet: 8of4 Date: Apt 15, 1015 27 of 32 Truss plate required to transfer load to bottom chord dot 0.203'x 1' MIN. 4" EMB. NVTH 17fi" Truss plate required to tronsfer Toad to bottom chord kV/40Reinforcements �Requlred INt 1% Ilb:0 Sing Single Reinforcements Required Double Strap Double Truss Concrete Tie Beam or Tie Beam formed with concrete filled masonry For General Notes, see sheet 1 trap Concrete Tie Beam or Tie Beam formed with concrete filled asonry /Jss'i Nails on Front & Back Shall be off centered 5 Nails in Front (Min.) Nails 10d x 1.5" PRODUCT Roams) as 0omplri/ with the Florida sairaey Code Acceptance No/ TABLE 7 Truss Anchors NVTH H Length (in) Product Code Gauge seat Gauge strap 12 NVTH-16 18 14 14 NVTH-18 18 14 16 NVTH-20 18 14 18 NVTH- 18 14 20 VTH-24 18 14 22 NVTH-26 24 NVTH-28 r 18 14 18 14 26 NVTH-30 18 14 32 NVTH--36 18 14 44 NVTH-48 18 14 VIPIN N. TOLAT, PE (CML) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 No, of Fasteners in each Stra 10d x 1 • Ma - um Uplift Loads (Ibs) ingle Strap Double Straps on on Single Truss Double Truss 5 1032 2064 6 1222 • .444 . 7 1275 •••., • • 2Kii • 8 1329 ••••• • • K58 • • 9 1383 .. .. • 10 1437: • 2874 • . 11 1490'..• :480 a • • • 12 1544 3088 •� • ••r•. • •• • • .• 1• •. ,•. ,• • •.i •• • 13 1598 3196 N VTH Nu e Industries, Inc. 1053-1059 East 29 Street Hialeah, Florida 33013 one: (305) 894-0397 (305) 694-0898 NVTH ANCHORS DWG #: NU-2 Sheet: 4 of 4 Date: April 15, 2015 Revisio • • 28 of 32 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} ITW Buildex 1349 West Bryn Mawr Avenue Itasca, IL 60143 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.m iamidade.stov/economy . . 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 Minpi'Dade fblthty RM.." " Product Control Section to be used in Miami Dade County and other areas whete &i1Mved by th Authority. • • : Having Jurisdiction (AHJ). •• •" ••'•• This NOA shall not be valid after the expiration date stated below. The Miami -Dade county Cont=gl: •. • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade,, Cpjity) resale The right.... to have this product or material tested for quality assurance purposes. If this pradaww or material fails to • • perform in the accepted manner, the manufacturer will incur the expense of suci teltaig and:11-4 7VIJ may• • • • immediately revoke, modify, or suspend the use of such product or material within tltejr jurisdiction. RF,$_...: reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cotfity Pf&fuct:Contro1 ' 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: Tapcon® Concrete and Masonry Anchors with Advanced Threadform TechnologyTM APPROVAL DOCUMENT: Drawing No. 16-3844, titled "Tapcon Concrete Anchors with Advanced Threadform Technology", sheets 1 and 2 of 2, dated 06/16/2006, with last revision dated 07/25/2014, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. on 12/13/2016, 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: None LABELING: Each box shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews and revises NOA # 12-0816.06 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 Carlos M. Utrera, P.E. #/L-, of/i t/2011 NOA No.16-1222.06 Expiration Date: August 31, 2021 Approval Date: January 26, 2017 Page 1 29 of 32 ITW Buildea NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 16-3844, titled "Tapcon Concrete Anchors with Advanced Threadform Technology", sheets 1 and 2 of 2, dated 06/16/2006, with last revision dated 07/25/2014, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. on 12/13/2016. • • • • • . •• . •..• B. TESTS "Submitted under NOA # 07-0315.03" • • • • • • • 1. Tension and Shear Resistance Test of 3/16" SS Tapcon ATFT wi •Glimasl ld per . ASTM E 488, prepared by C.E.L Consulting, Report No. 71B153,01afed : • • • • 01/31/2007, signed and sealed by Lee W. Mattis, P.E. • iiepare.a•b•sy . ••2. Corrosion Resistance Test per ASTM G 85 as noted in TAS 114 ) PRI Construction Materials Technologies, Report No. ITW-004-02-b1, Baled 01./05/2007, signed and sealed by Charles L. Thomas, P.E. • "Submitted under NOA # 05-1020.01" • • • 3. Test report on Tension and Shear Resistance, Report No. 4I131 were for "Wercs Tapcon Concrete/Masonry Screw Anchors" per ASTM E 488, prepared by Cel Consulting on 04/29/2005, signed and sealed by L. W. Mattis, P.E. 4. Test report on Tension and Shear Resistance, Report No. 41131 werc Supplement 6519 for Tapcon with Advanced Threadform Technology per ASTM E 488 prepared by Cel Consulting on 05/19/2005, signed and sealed by L. W. Mattis, P.E. 5. Test report of corrosion resistance for fasteners, Project No. ITW-003-02-01, 02, 03 & 04, for fasteners with Tapcon Plus, Silver Climaseal, Silver Ultrashield and White Ultrashield per ASTM G85 as noted on TAS 114(E), prepared by Cel Consulting on 10/22/2004 and 05/16/2006, signed and sealed by C. L. Thomas, P.E. C. CALCULATIONS "Submitted under NOA # 12-0816.06" 1. Anchors allowable loads calculations prepared by Engineering Express, dated 08/14/2012, signed and sealed by Frank L. Bennardo, P.E. "Submitted under NOA # 07-0315.03" 2. Calculations addendum on new stainless steel anchors, prepared by Engineering Express, dated 03/08/2007, signed and sealed by Frank L. Bennardo, P.E. Mite /2017 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-1222.06 Expiration Date: August 31, 2021 Approval Date: January 26, 2017 E-1 • • • • • • • 30 of 32 ITW Buiidea NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Continued) "Submitted under NOA # 05-1020.01" 3. Calculations of allowable loads for Tapcon with Advanced Threat -Worm Technology, prepared by Engineering Express, dated 06/22/2006, signed and sealed by ]� . Bennardo, P.E. .• . • . •• •• . ••••• • • D. QUALITY ASSURANCE • •••• • •••• •• • • 1. Miami -Dade Department of Regulatory and Economic Resource (IRER) • • • • + E. MATERIAL CERTIFICATIONS 1. None, • • •• •• ••.• • • • •• • • • • • • • • • • a • • •• • • a • • • • • • • • ••• • • • •• F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Engineering Express, dated 12/13/2016, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest issued by Engineering Express, dated 12/13/2016, signed and signed by Frank L. Bennardo, P.E. "Submitted under NOA # 12-0816.06" 3. Drawing No. 06-ITW-0001 statement of code conformance to 2007 and 2010 FBC issued by Engineering Express, dated 08/14/2012, signed and sealed by Frank L. Bennardo, P.E. "Submitted under NOA # 09-0121.19" 4. Statement letter of code conformance to 2007 FBC issued by Engineering Express, dated 01/05/2009, signed and sealed by Frank L. Bennardo, P.E. "Submitted under NOA # 05-1020.01" 5. No interest letter issued by Engineering Express, dated 06/23/2006, signed and signed by Frank L. Bennardo, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-1222.06 Expiration Date: August 31, 2021 Approval Date: January 26, 2017 E -2 31 of 32 PlmBUil18X TAPCON® with ADVANCED THREADFORM TECHNOLOGY"" CONCRETE & MASONRY ANCHOR GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED & TESTED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE 2010 FLORIDA BUILDING CODE & FBC FIFTH EDITION (2014), FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, AND THE FOLLOWING STANDARDS: ASTM E488, ASTM G85, & TAS 114 . 2. ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND THIS NOTICE OF ACCEPTANCE. 3. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, WITH STRENGTH PROPERTIES AS SPECIFIED HEREIN. CONCRETE BLOCK SHALL CONFORM TO ASTM C-90. 4. ANCHORS REPRESENTED IN TABLES 1-4 ARE MANUFACTURED FROM HEAT -TREATED STEEL WITH AN ALTERNATING HIGH -LOW ADVANCED THREADFORM TECHNOLOGY. ANCHOR YIELD STRENGTH Fy-100 KSL ULTIMATE STRENGTH Fu®125 KSI. HEAT TREATED STEEL ANCHORS SHALL HAVE THE CORROSION -RESISTANT COATINGS AS DESCRIBED BELOW IN COMPUANCE WITH THE FLORIDA BUILDING CODE: • SILVER & WHITE ULTRASHIELD • BLUE & SILVER CLIMASEAL 5. ANCHORS REPRESENTED IN TABLE 5 ARE OF 410 STAINLESS STEEL ALLOY WITH AN ALTERNATING HIGH -LOW ADVANCED THREADFORM TECHNOLOGY AND SHALL HAVE A CUMASHIELD CORROSION -RESISTANT COATING IN COMPLIANCE WITH THE FLORIDA BUILDING CODE . ANCHOR YIELD STRENGTH Fy .100 KSI, ULTIMATE STRENGTH Fu=125 6. PILOT HOLES FOR ALL INSTALLATIONS SHALL HAVE A DEPTH 1/4" LONGER THAN INDICATED EMBEDMENT DEPTH WITH THE FOLLOWING PILOT HOLE SPECIFICATIONS: 6.1. 3/167 ANCHORS: 5/32" TAPCON DRILL BIT 6.2. 1/4" ANCHORS: 3/16" TAPCON DRILL BIT 7. ALLOWABLE LOAD SHOWN�ULTIMATE LOAD DIVIDED BY 4.0 FOR SOLID NON -CRACKED CONCRETE SUBSTRATES, 5.0 FOR HOLLOW BLOCK SUBSTRATES. NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN PREPARATION OF THIS DOCUMENT. 8. ANCHORS SHALL NOT BE INSTALLED IN CRACKED CONCRETED SUBSTRATES, AS DEFINED IN ACI 355.2. 9. ANCHOR EDGE DISTANCES, EMBEDMENTS, AND SPACINGS BELOW THOSE SHOWN IN DESIGN TABLES HEREIN ARE NOT ACCEPTABLE. 10. ALLOWABLE LOAD CAPACITIES TO SUBSTRATES THAT ARE NOT SHOWN IN THE DESIGN TABLES LISTED HEREIN ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE DETERMINED BY A LICENSED PROFESSIONAL ENGINEER. 11. ANCHOR VALUES USTED HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. 12. REFERENCE THE FOLLOWING TEST REPORTS: • CEL CONSULTING •• #4I131werc (4/29/2005) •• #4I131Werc SUPPLEMENT 6519 (5/19/2006) •• #71B153 (01/31/2007) • PRI ASPHALT TECHNOLOGIES INC. •• #ITW-002-02-01 (12/1/2004) •• #ITW-003-02-02 6/15/2006 •• #1TW-003-02-03 6/15/2006 •• #ITW-003-02-04 (6/15/2006) PRI CONSTRUCTION-01 (TERIA Z TECHNOLOGIES, INC. • HEAD HEIGHT VARIES THREAD LENGTH IMMUMNIIMw- Sd (SHANK DIAMETER) ADVANCED THREADFORM TECHNOLOGY TAPCON WITH ADVANCED THREADFORM TECHNOLOGY / 1:1 SCALE SIDE VIEW /SEE ANCHOR DIAMETER\ / TABLE FOR DIMENSIONS \ ADVANCED / \\ "-THREADFORM ,. TECHNOLOGY ../' ANCHOR DIAMETER ANCHOR TYPE D (NOMINAL DIAMETER) Sd (SHANK DIAMETER) MINIMUM BASE PLATE CLEARANCE HOLE DIAMETER Td (THREAD DIAMETER) Rd (ROOT DIAMETER) 3/16' TAPCON 0.1875" 0.145" 0.250" CONTACT rrw BUILDEX FOR SPECIFIC ANCHOR DIAMETER INFORMATION 1/4" TAPCON 0.250" 0.190" 0.3125" HEAD STYLE OPTIONS SLOTTED HEX PHILLIPS PHILLIPS HEX HEAD WASHER HEAD FLAT HEAD PAN HEAD MARKINGS MAXI -SET HEX SCOTS STAINLESS STEEL PHILLIPS HEAD WASHER HEAD HEAD WITH WASHER MARKINGS ANCHOR HEAD DIMENSION HEAD STYLE HEAD HEIGHT HEAD DIAMETER 3/16" PFH 0.120" 0.357' #12 PFH 0.148" 0.414' 1/4" PFH 0.148" 0,471' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-1222.06 Eixpiration ir e08/31/2021 "-r a e Product Control By Miam ANCHOR HEAD DIMENSION HEAD STYLE HEAD HEIGHT ACROSS FLAT WASHER DIAMETER 3/16" HWH 0.140" 0.246' 0.355' 1/4" HWH 0.180" 0.308" 0.415" 1/4' MAXISET 0.225" 0,308" 0.630" 1/4" SCOTS 0.280' 0,308" 0.587" EXTERIOR- FINISH CONCRETE • OR HOLLOW BLOCK SUBSTRATE PILOT HOLE SEE GENERAL { NOTES FOR PILOT''. } HOLE SPECIFICATIONSS- •_ 0.25" MIN. %2l TYPICAL SECTION 1 J 1:1 SCALE SIDE VIEW ANCHOR LENGTH PART LENGTH THREAD LENGTH 3/16' TAPCON 1/4" TAPCON 1-1/4" FULL THREAD FULL THREAD 1-3/4" 1-5/8" 1-5/8' 2-1/4' 1-5/8" 1-5/8" 2-3/4' 1-5/8" 1-5/8' 3-1/4' 1-5/8" 1-5/8' 3-3/4" 1-5/8" 1-5/8' 4" 1-5/8" 1-5/8" VA 1-5/8' 6' LONG THREAD ANCHOR LENGTH PART LENGTH THREAD LENGTH 3/16" TAPCON 1/4' TAPCON 1-3/4' FULL THREAD FULL THREAD 2-1/4' 2-1/8" 2-1/8" 2-3/4' 2-1/8" 2-1/8- 3-1/4" 2-1/8' 2-1/8' 3-3/4' 2-1/8" 2-1/8' 4" 2-1/8" 2-1/8" 2-1/8" 6 2-1/8" �j///! • DESIGNATES UNAVAILABLE LENGTHS twillfI ••- If •? NARDO, P.E. • • • , • •• 4 • g • • •• 3 c 0 q ,r F- 3 .+ '3Xto S cry CO fp Cgqof„iQ�. N 0 Mv v rn 2 Nlife-gasx Z :1 W LuU z 6 5aq OP N.-r �j .9ij i4 y,y r WgL7••s ,•r ••1 w • r • •• • • • • • • • •• • ij 16-3844 • SCALE: PAGE DESCREPTIONR 1 • • • ``�,ttoit1 r1/1,,,l . g,NiAR'rrr, 32 of 32 1 d 4 12/1312016 - 210pm I . TENSION CAPACITIES BASED ON EMBEDMENT, EDGE DISTANCE & SPACING FOR SINGLE ANCHORS f TENSION �2000 PSI i 2000 PSI 4000 PSI 5000 PSI •„ ANCHOR DIAM EMBED EDGE CONC (S=16D) CONC (S>16D) CONC Sz16D ( ) CONC (Sz16D) .,,,:,.-,-„ 1" 125Ib 128Ib : 1411b 141 Ib ill 17/8, 1361b 1641b 1881b 2101b 1" 2431b 2431b 2791b 3181b 3/16" 11R" 1 7/8" 2881b 2781b 279 Gb 3271b PRODUCT REVIS 1" 3271b 3581b 360 Gb 390 Ib as complying with th* Building Coda 1 3/4" 1 7/8" 327Ib 390Ib 401 lb 4331b NOA-No. 1 6.1 W� 1" 1 1/4" 1711b 1741b 194 Ib 237 Ib 2 1/2" 171 lb 1881b f991b 237Ib Expiration j, .' 08/3 1/2' 11/4° 313Ib 3131b 449Ib 519Ib �j / 1/4" 1 2 1/2" U L 1 12.42 346 Ib 443 �, 346 Ib 465 Ib 464 lb 543 Ib 546 Ib 543 Ib Miami- a Product Z 1 3/4" 2 1/2" 443 b 508 Ib 594 Ib 707 Ib [GHT CO! (I) SHEAR CAPACITIES BASED ON EMBEDMENT, EDGE DISTANCE & SPACING FOR SINGLE ANCHORS SHEAR _ W 2000 PSI 2000 PSI 4000 PSI 5000 PSI sa IORS TO NORMAL W ANCHOR DIAM EMBED EDGE DIST CONC (S""16D) CONC (S>160) CONC (Sz16D) CONC (S?16D) 11/8" 126 lb 1261b 1501b 1501b 1" 21/4" 176 Ib 181 Ib 181113 2261b 1 1/8" 1861b 186 Ib 188 b 6 18lb 3/16" 1 1/2" 2 1/4" 1981b 2151b 2261b 2261b 1 1/8" 204 Ib 204 Ib 204 Ib 2041b 13/4" 2 1/4" 218 lb 2181b 251 lb 2601b 1 1/2" 1961b 196 b 3101b 3101b 1° 3" 2371b 237Ib 3401b 359Ib 1 1/2" 232 Ib 232 Ib 346 Ib 4161b 1f4" 11/2" 3" 3511b 3681b 4171b 4171b • 1 112" 3 b 303 Ib 346 lb 5001b 1 3/4" 3" 421 lb 421 lb 492 Ib 5001b EL AN( 0 TENSION, SHEAR CAPACITIES (REDUCED) BASED ON EMBEDMENT, EDGE DISTANCE & SPACING FOR PAIRS OF ANCHORS" ud LU 2000 P5I CONC OR GREATER (on ANCHOR DIAM EMBED SPACING (5) EDGE DIST TENSION SHEAR / PAIR 11/2" 2201b 3521b ITENSION 1" 2° 237Ib 352 Ib SHEAR / PAIR " 11/2" 443 Ib 358 Ib 3/16 1 1%2"2" 3" 4741b 3691b , , 1 1/2" 641 b 446 Ib ; .. 1 3/4" 2" 645 b 455 Ib • 2" 261 b 4471b SPACING 1" 3" 302 b 474 lb (S) 1/2" 2" 533 b 628 b 1/4" 1 3" 4„ 637 b 665 b 2" 8111b 11171b 13/4° 3" 848 b 1131 Ib `REFER TO EDGE DISTANCE AND SPACING DETAIL FOR DEPICTION OF ANCHOR SPACING & EDGE DISTANCE REQUIREMENTS FOR PAIRS OF ANCHORS D Florida 22.06 1/2021 ontrol 0 0 0 0 z J W (n TENSION & SHEAR CAPACITIES BASED QN EMBEDMENT, EDGE DISTANCE & SPACING FOR SINGLE ANCHORS ANCHOR DIAM EMBED EDGE DIST LIGHT -WEIGHT CMU BLOCK (S216D) MEDIUM -WEIGHT CMU BLOCK (S216D) TENSION SHEAR TENSION SHEAR 3/16" 1" 2" 431b 83 Ib 68 Ib 135 Ib 4" 46 Ib 83 lb 147 Ib 1/4° 1" 2" 43ib 1081b 118 Ib 161 Ib 4" 581b 125 b 202 Ib TENSION & SHEAR CAPACITIES BASED ON EMBEDMENT, EDGE DISTANCE & SPACING Curt rruR3 Or ANCHORS- LIGHT -WEIGHT CMU BLOCK ANCHOR DIAM EMBED SPACING (S) EDGE DIST TENSION SHEAR 3/16" 1" 1 1/2" 3" 1031b 2021b 3" 1031b 2021b 1/4" 1• 2' 4" 841b 2121b 4" 1381b 2241b "REFER TO EDGE DISTANCE AND SPACING DETAIL FOR DEPICTION OF ANCHOR SPACING & EDGE DISTANCE REQUIREMENTS FOR PAIRS OF ANCHORS ITENSION SHEAR BLOCK FACE SHELL TENSION / PAIR SPACING (S) SHEAR ( PAIR BLOCK FACE SHELL TENSION & SHEAR CAPACITIES BASED ON EMBEDMENT, EDGE DISTANCE & SPACING • 3000 PSI CONCRETE (Si16D) MEDIUM -WEIGHT CMU BLOCK (5216D) ANCHOR DIAM EMBED EDGE DIST TENSION SHEAR TENSION SHEAR 3/16"1" 1„ 1" 164 Ib 150 Ib 541b 68 lb 2 1/2" 1641b 284 Ib 54 ID 99 Ib 13/4" 338 lb 169 lb j��i+ 51 Ib 2 1/2" 379 Ib 3641b 1/4" 1" 1" 187 Ib 126 lb 68 Ib 2 1/2" 220 Ib 301 Ib 77Ib 134 Ib 1 3/4" lb 214 lb 21/2" 4731b 516Ib j%�2 *REFER TO EDGE DISTANCE AND SPACING DETAIL FOR DEPICTION OF ANCHOR SPACING & EDGE DISTANCE REQUIREMENTS FOR PAIRS OF ANCHORS TENSION / PAIR SHEAR / PAIR CONC OR BLOCK FACE SHELL CAPACITY TABLE NOTES • 1. ALLOWABLE LOAD SHOWN=ULTIMATE LOAD DIVIDED BY 4.0 FOR SOLID NON -CRACKED CONCRETE SUBSTRATES, 5.0 FOR CONCRETE MASONRY SUBSTRATES. EMBEDMENT VALUES LISTED CONSIDER FULL EMBEDMENT INTO THE CONCRETE OR HOLLOW BLOCK SUBSTRATE. EMBEDMENT DEPTHS DO NOT CONSIDER THE THICKNESS OF WOOD BUCKS, STUCCO OR ANY EXTERIOR FINISHES. ALL FINISHES SHALL BE BY OTHERS AND SHALL NOT EXCEED 1/8" MAXIMUM, OTHERWISE THEY SHALL BE SEPARATELY CERTIFIED TO TRANSFER ALL LOADING TO THE PROJECT SUPERSTRUCTURE. 2. ANCHORS SHALL BEINSTALLED WITH 1HHEMIN/MUM CENTER TOCENTER SPACING FOR ANCHOR CAPACITY AS LISTED IN TABLES. NO FURTHER SPACING REDUCTIONS MAY BE APPLIED TO THE VALUES LISTED HEREIN. 3. LINEAR INTERPOLATION MAYBE USED FOR EDGE DISTANCE AND SPACING BETWEEN MINIMUM AND MAXIMUM DISTANCES SHOWN IN TABLES. 4. HAMMER DRI.LNOT ALLOWED FOR HOLLOW BLOCKINSTALLATIONS. 5, HOLLOW CONCRETE MASONRY UNITS (CMU) SHACONFORM TO ASTM C90 SPECIFICATIONS AND SHALL HAVE D BNSIT� LL AS DEFINED BELOW: • "LIGHT WEGlfr CMU: DENSITY > 95 PCF • "MEDIUM WEIGHT" CMU: DENSITY > 117 PCF 6. �� DESIGNARS CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. IIW L1 A.T.T.BUITAPCONDER CONCRETE OR" ' T HOLLOW BLOCK , SPACING (S) SUBSTRATE EDGE DIST ," EDGE DIST & SPACING: "PAIRS OF ANCHORS" 4 - • • •• • I • • •• • • 1i 1C06 i •.. w ••2 O a 0 3 > c., !.w um o b 13- a w OMo00• "Id-a0 c z� �yy v1x..� > °' aA0 M iy.�. a F>Z44 •••• • • •• •- • ; 5 5 F idi 0- 1 1 a@ COPYRIGHTFR LMBBJNARDOPE. 16-3844 SCALE: 1 PAGE DESCRIPTION: 2 • • • • • • • •1 •• • • 1