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RC-17-375
Permit No. RC-2-17-375 ,yNORrs t'14e, Miami Shores Village Permit"hype:Residential Construction 10050 N.E.2nd Avenue NE s•� "' Per� ' Work Classification.Alteration Miami Shores,FL 33138-0000 Permit Status:APPROVEi tea` Phone: (305)795-2204 F�OR1Dp` Issue Date.7/31/2017 Expiration: 0 112 712 0 1 8 Project Address Parcel Number Applicant 922 NE 91 Terrace 1132060000030 Miami Shores, FL Block: Lot: BBJJB LLC Owner Information Address Phone Cell BBJJB LLC 922 NE 91 Terrace (954)558-3959 MIAMI SHORES FL 33138- 922 NE 91 Terrace MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 65,000.00 AG&GENERAL CONSTRUCTION INC (954)235-1345 m. ...� ,.. ,..,, _.,_........ _........_ .,..� Total Sq Feet: 2499 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:TAKE OUT WALLS,FLOORS,WIN Occupancy:Single Family Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info:TAKE OUT WALLS,FLOORS,WINC Review Electrical Review Structural Bond Return : Classification:Residential Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Structural Bond Type-Contractors Bond $500.00 Review Planning CF $39.00 Invoice# RC-2-17-62932 Review Planning CCF Fee $50.00 07/31/2017 Check#:2405 $2,912.50 $200.00 Review Building DBPR Fee $29.25 02/14/2017 Credit Card $200.00 $0.00 Review Building DCA Fee $29.25 Bond#:3468 Review Building Education Surcharge $13.00 Review Plumbing Permit Fee $1,950.00 Review Plumbing Plan Review Fee(Engineer) $120.00 Review Mechanical Plan Review Fee(Engineer) $120.00 Review Mechanical Plan Review Fee(Engineer) $120.00 Scanning Fee $90.00 Technology Fee $52.00 Total: $3,112.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futher ore, I authorize the above-named contractor to do the work stated. July 31, 2017 Authorized Signature Owner / Applicant / Contractor / Agent Date Building Department Copy July 31, 2017 1 Miami Shores Village «, 1 '� RECEIVED ��' � Building Department -10050 N.E.2nd Avenue, Miami Shores, Florida 33138 APR 7 1��� Tel: (305)795-2204 Fax:(305) 756-8972 VV INSPECTION LINE PHONE NUMBER:(305)762-4949 S FBC 20 N BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Q91 1✓1 c. q1 Te r fa c.e City: Miami Shores County: Miami Dade Zip•`�t�fc�c7 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: c OWNER: Name(Fee Simple Titleholder): O-OW S/ K/r►'1QC6 Phone#: Address: gal All, Of / / eYfQL E City: m1bM. __State: ��b�Iv 9�. Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Cr� �enlCi�� cyevorUef)Al/ Phone#: 95"- 4S'13'VS Address: J qt l ,S(tz '/(v 7 er rac Q City:&& 1,avNJQI-k if State: fi�171'10rc� Zip: Qualifier Name: jq � 0. Phone#: � ` State Certification or Registration#:cit,e q q A1g Certificate of Competency#: ' DESIGNER:Architect/Engineer:l�}rG�11��G/UI'Q f- 1AAWI'VY b(ArL"CL Phone#NZE-1 ��v7�a�e© Address: -')ak9 Sl^/' L4'T "qY�- City:a- 4M&a-4State: /lam ) Zip: 3 I7 Value of Work for this Permit:$ �t j2 too Square/Linear Footage of Work: ,2'�/L CI Type of Work: ❑ Addition ❑1 Alteration ❑ New [ Is Repair/Replace ❑ Demolition '�t� D�jeps�cription of Work: 0V+ 1yew swogll OW I2(�,�r P�10J o Pt i fj S�I �Aht 4 I ti t►N nliv- I'V30(odi" l� 1 !�� Dtwy 11 i rI e, AleW b I/0"j •'�''S41 NP�1/'f�O�I►y�i q� T Specify color of color thru tile: -�V� �v) Submittal Fee$r 00 Permit Fee$ 1,9 IJ , CCF$ 3::l `OZ) CO/CC$ Scanning Fee$ Radon Fee$ �L " • 0S DBPR$ C)-�• ;G Notary$�%t� Technology Fee$ Z (:*""3 Training/Education Fee$ (3 - �7 Double Fee$ Y� Structural Reviews$(W , v ) 123,Q) 12.6 Bond$ 5..- TOTAL FEE NOW DUE$ 2, 4� Z • �y� (Revised02/24/2014) s`�V �( [ �L �1 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. 1 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 iapplicable 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 �� Sign OWNER or AGENT ONTRACTOR 1 The foregoing instrument yvas acknowledged before me this The foregoing instrument was acknowledged before me this day of i .20��by day of .20��by )�)ArJ ;y- 1 ma G A ,who is personally known to —K�c�.c�� ke.cr z`-rZA— ,who is personally known to me or who has produced I. OL as me or who has produced as t identification and who did take an oath. identification and who did take an oath. , NOTARY PUBLIC: NOTARY PUBLIC: Sign: -•: Sign: Print: Print• NEILIZA ALVAREZ Seal• '' I' MY COMMISSION#FF914952 Seal: " c MY COMMISSION FF974952 ��� EXPIRES April 05,20200. EXPIRES April 05,2020 (407)398-0153 Floddallou rvice.com (407)398-0753 fbMdallouryservft,com ssss*ss**s*s*ss**s*sssss***ss ssss s*s s*sssss**s*sss*****ss*********s***ss*ss*sssss*ss*ss********s*ssss*** APPROVED BY Plans Examiner �� (O/1�� Zoning Structural Review Clerk (Revised02/24/2014) 0 Miami shores Village �.. a'n Building Department IV 10050irN.E.2nd Avenue OR1�' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Flmi&.l��n*fires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows cerpmrae':officers in the construction industry to exempt themselves from this requirement for any constriction project prior to o �a.Iaoflding permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: iAn employer in the constriction industry who employs one or more part-time or full-time 3 employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Constriction exemptions are valid for a period of two,years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will ,be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of ;workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. 'BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of ,20L+ 'By LAny Sf e.�.»a t S who is personally known to me or has produced 2 as identification. Notary: ALVAREZ 1 r �` MY COMMISSION 9 FF9T4952 SEAL= EXPIRES April 05,2020 (407)]88-0153 FbWallots ^ i s Company Letter Head Date: State of County of Before me this day personally appeared" a, Ing duly sworn,deposes and says: 3 That. or, e.wlll,be the o ly person working on the project_located at R,'�.a�dn ArdSfC.. Sworn to or affirmed and subscribed Q (affirmed) s bsc bed before me this�day of 20 c,5y Personally known Or Produced Identification Type of Identification Produced ;. : MELIZA ALVAREZ AO My COMMISSION#FF974952 EXPIRES April 05.2M :(40 7)39&II153 FlorldMlOt� P int, yp r Stamp of Notary , 1 ACO b �`DATE(MMIDONYYY) +�.-- CERTIFICATE OF LIABILITY INSURANCE 02„0,2017 THIS CERTIFICATE IS'ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACTBETWEEN THE ISSUING INSURERS AUTHORIZED RE PRESENTATIVE,OR PRODUCER,AND THE CERTIFICATE HOLDER. ( ,� IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION,IS WANED,subject to the terns and conditions of the policy,certain policies may require an endoisement: A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 1 CONTACT I, NAME: ROSIBEL KING 277King Corporation ac°Nn o,.Ext): (954)530-0067 F 954 530-3358 l RB 0 Davie Blvd l (Ai No); ) SADDRESS: rosibelking@gmad.com } Ft Lauderdale,FL,33312 # INSURER(S)AFFORDING COVERAGE NAIL M R Phone (954)530-0067 Fax (954)530-3358 {INSURERA; GRANADA INSURANCE COMPANY INSURED I INSURER S AG&GENERAL CONSTRUCTION INC INSURERC: � �� a 1961 SW 46TH TERRACE iNst!'ER,, I t INSURER E: FORT LAUDERDALE,FL 33317 (( t at INSURER F: COVERAGES CERTIFICATE NUMBER: _ REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED'BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS: INSR I �ADDLSUBR, POLICY EFF POLICY EXP L3R L-F_ -TYPE OF INSURANCE NSB3IMID1- •POLICY NUMBER__ _ I**MDM/YY) MM/DD/YVYY�j� LIMITS- {© COMMERCIAL GENERAL 1iA81LITY �EACH QCCURRENCE S 1,000,000 E] CLAtMS MADE ® OCCUR DAMAGE TO RENTED T 1 PREMISES(Ea orxvrtenosI S 100,000 A 0185FL00077686 -1 112/20/2016 12/201201? MED EXP iAny«+�person) s 5,000 _ ❑ ! � =. ^� 0 �- I i PERSONAL&ADV INJURY 1 s 1,000,000 t; g GEWL AGGREGATE LIMIT APPLIES PER! ) I GENERAL AGGREGATE; Is 2,000,000 t ❑POLICY F-1 JET ❑ LOC s PRODUCTS-COMPlop AGG(s'' 2,000,000 ❑,OTHER S I AUTOMOBILE LIABILITY ( { �O�M IINED�SINGLE LIMIT t#'S ❑ ANY AUTO j¢ BODILY INJURY(Per person) c S I i E] OWNED- 0 AUTOS BODILY AUTOS ONLY I BODILY INJURY(Per aeckknt S IRED ❑AUTOS ONLY ©AUT S ONLY PP MR DAMAGE e „>w !i❑ UMBRELLA LIAR ❑OCCUR 9 I l EACH OCCURRENCE $ a EXCESS UAB Q CLAIMS-MADE I AGGREGATE -^ j s� �r y t RETENTIONS i � S IWORKERS COMPENSATION [ } PER DTH. AND EMPLOYERS'LIABILITY. YIN # t LQ STATUTE ��� ANY PROPRIETORIPARTNER/EXECUT OFFICERIMEMBEREXCLUDED? NIA # E.L-EACHACCIOENT $. (Mandatory In NH) E-L.DISEASE•EA EMPLOYE 'S 2 }4}4}D yea,DESCRIPTION describe OF O E.L.DISEASE-POLICY LIMIT . :DESCRIPTION OF OPERATIONS below t � � :S S ) 1 DESCRIPTION OF OPERATIONS I LOCATIONS t VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If mors space Is required) TILE INSTALLATION AND REPAIR SERVCIES I 9 � , CERTIFICATE HOLDER CANCELLATION �. ` SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE f r MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. I g I MIAMI SHORES VILLAGE,FL 33138 AUTHORIZED'REPRESENTATIVE i I I }} . e1#884A ACdhD CORPORATION.,All rights resented. ACORD 25(2016103)QF The AVQB Pname and logo are registered Marks of ACORD a t � I!bili 111II IIIII Ilei ilii!ifiillllll liil!Ili, CFN ,2016RO71S9O6 This Instrument Prepared By: OR SK 30345 Pss 4522-4524'(3Pss) J.Beauregard Parker,Esq . RECORDED 12/14/201'• 1'3-'05,3 Record and Retum to: DEED DOC TAX. $0.66 J.BEAUREGARD PARKER,PA HARVEY ADE.C> Cf.ERK L.O 104 1900 NW CORPORATE BLVD.SUITE 301-W IAr1I-DADE.cGultTY: :SUR;.+� BOCA RATON,FL 33431 Parcel Id Na:I1-3206-000-0030 WAIRRANTI'DEED THIS INDENTURE,made this 22nd day of September,2016,between GMNCB"LLC",it Florida limited liability company and BBPJJB,LLC,a Florida limitedliability company,GRANTOR*: whose address is 2871 Somerset Dr.,Apt 0200,Lauderdale Lakes,FL 33311,and FLOCABER INVEST ONE LLC,a Florida limited liability company,GRANTEE(s)*whose address is 2871 Somerset Dr.,Apt #200,Lauderdale Lakes,FL 33311; (*Wherever used herein the terms"Grantor"and"Grantee"shall include all the parties to this instrument and - heirs,legal representatives,and assigns of individuals,and the successors and assigns of corporations.) WITNESSETH,That said Grantor,for and in consideration of the sum of TEN AND.00/100($10.00) DOLLARS and other good and valuable consideration,to said Grantor in hand paid by said Grantee,the receipt- whereof is hereby acknowledged,hereby grants,bargains,sells,aliens,remises,releases;conveys and confirms { unto the Grantee and Grantee's heirs,successors and assigns forever the following described land located in.the County of MIAM-DADE,State of Florida,to-wit: f The East 75 feet of the west 169 feet of the South 1/2 of the SE 1/4 of the NE 1/4'of the SE. 1/4,of Section 6,Township 53 South Range 42 East,lying,being and situate in Miami-Dade County,Florida. SUBJECT TO all restrictions, reservations and easements of record, if any; zoning restrictions and prohibitions imposed by governmental authority,and taxes for the year 2016 not yet due and payable. . . TOGETHER WITH all the tenements,hereditaments and appurtenances thereto belonging.or in anywise . appertaining. TO HAVE AND TO HOLD,the same in fee simple forever. AND THE SAID GRANTOR does hereby covenant with the said Grantee that the Grantor is lawfully ' seized of said land in fee simple;thai the Grantor has good right and lawful authority to sell and convey said land, and hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever. f is Book30345/Page4522 CFN#20160718906 Page 1 of 3 j 1 Warranty Deed(cont.page 2) IN WITNESS WHEREOF,Crrantor has hereunto set Grantor's hand and seal this day and year first above written. Signed,sealed and delivered in the presence of GMNCB"LLC",a Florida limited liability company LbJA � Witness Signature JEAN JA Q BERLIOZ,Manager PrintedName: Zia � a Z _ �-3 i c+o k ttness SIgnittie Printed Name: STATE OF FLORIDA COUNTY OF BROWARD) The foregoing instrument was sworn to, subscribed and acknowledged before me this JA2&&Y of August,2016,by JEAN-JACQUES BERIJOZ,Manager of GMNCB"LLC"who[)4 is personally known to me or who has[ J produced 0q as idemifi 'on. s cAnlrvaunr Notary Gmnietlon f FF014171 1Explosr�heie 7.2017 i Book30345/Page4523 CFN#20160718906 Page 2 of 3 ' � f OR BY, 30345 PG 4524 ' LAST PAGE Warranty Deed(cont.page%. IN P777VESS WREREOF,Grantor has hereunto set Grantor's hand and seal this day and year first above written. Signed,sealed and delivered in the presence of: BBPJJB,LLC,a Florida limited liability company Witness Signature JEAN-JACQUES BERLIOZ,Manager Printed Name: Witness Printed•Name: STATE OF FLORIDA COUNTY OF BROWARD The foregoing instrument was sworn to, subscribed and acknowledged before me this 4 qday of August,2016,by JEAN-JACQUES BERLIOZ,Manager of BBPJJB,LLC who[A is personally known to me or[ produced as identification. Notary Si CAM +m yd M7 i Book30345/Page4524 CFN#20160718906 Page 3 of 3 I t 2017 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT FILED =fi DOCUMENT#L15000139170 Mar 07, 2017 Entity Name:;FLOCABER INVEST:ONEyLL'C Secretary of State Current Principal Place of Business: CC3655896494 2871 SOMERSET DRIVE APT 200 LAUDERDALE LAKES, FL 33311 Current Mailing Address: 2871 SOMERSET DRIVE APT 200 LAUDERDALE LAKES, FL 33311 US FEI Number: 35-2540616 Certificate of Status Desired: No Name and Address of Current Registered Agent: BREIT,RICHARD H 8551 WEST SUNRISE BLVD. STE.300 PLANTATION,FL 33322 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. ' SIGNATURE: RICHARD H. BREIT 03/07/2017 Electronic Signature of Registered Agent Date Authorized Person(s) Detail : I Title MANAGER Title MANAGER Name BERLIOZ,JEAN-JACQUES Name BERLIOZ,NICOLAS Address 23 ROUTE DE FOUR Address 2871 SOMERSET DRIVE 200 City-State-Zip: VAULX-MILIEU 38090 APT City-State-Zip: LAUDERDALE LAKES FL 33311 Title AUTHORIZED REPRESENTATIVE Name CSTALMACH,JOHN Address 2871 SOMERSET DRIVE APT 200 City-State-Zip: LAUDERDALE LAKES FL 33311 4 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath;that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. SIGNATURE:JEAN-JACQUES BERLIOZ MANAGER 03/07/2017 Electronic Signature of Signing Authorized Person(s)Detail Date { i Florida Department of State DIVISION OF CORPORATIONS rg Aff3'rR.Nt wl'afflrlid&M.-of Fjormflic'emme Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company GMNCB"LLC' Filing Information Document Number L12000068085 FEI/EIN Number 36-4733654 a Date Filed 05/21/2012 Effective Date 05/21/2012 State FL Status ACTIVE Principal Address 10552 S FEDERAL HWY. PORT ST. LUCIE, FL 34952 Changed: 11/13/2015 Mailing Address ,i 10552 S FEDERAL HWY. PORT ST. LUCIE, FL 34952 Changed: 11/13/2015 —RegistereJ d Agent Name&Address. BERLIOZ, JEAN-JACQUES 10552 S FEDERAL HWY. PORT ST. LUCIE, FL 34952 Address Changed: 11/13/2015 Authorized Person(s)Detail Name&Address Title MGRM I BERLIOZ, JEAN-JACQUES 10552 S FEDERAL HWY. PORT ST. LUCIE, FL 34952 Title Authorized Member ' §TALMACH,—JOHN 10552 S FEDERAL HWY. PORT ST. LUCIE, FL 34952 Annual Reports Report Year Filed Date 2015 01/21/2015 2016 01/12/2016 2016 10/21/2016 Document Images 10/21/2016--AMENDED ANNUAL REPORT View image in PDF format 01/12/2016--ANNUAL REPORT I View image in PDF format 11/13/2015--AMENDED ANNUAL REPORT View image in PDF format 01/21/2015--ANNUAL REPORT View image in PDF format 02/05/2014--ANNUAL REPORT View image in PDF format 02/16/2013--ANNUAL REPORT View image in PDF format 05/21/2012--Florida Limited Liability View image in PDF format i Florida Department of State,Division of Corporations { t f ACC>RO �,.,,...> CERTIFICATE OF LIABILITY INSURANCE DA�tMMm 01 130/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an'ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CME Rosibel King 27 King ie Blv anon PHONE 954 530-0067 No): (954)530-3358 t�� ). 2770 Davie Blvd. rosibelking(8�gmail.00m Ft Lauderdale,FL 33312 INSURERS AFFORDING'COVERAGE NAIC 0 Phone 954}530-0067 Fax (954 530-3358 'INSURER A: 'GRANADA INSURANCEE COMPANY INSURED AG&GENERAL CONSTRUCTION INC INSURER 8:INSURER C: 1961$w 46th.Terrace INSURER 0: Fort Lauderdaie,FL 33317 INSURER E: COVERAGE$ INSURER F: CERTIFICATE NUMBER: REVISION NUMBER: THIS ISTD CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I INSR ADDLSUSR TYPE OF INSURANCESS LTR IVYY POLICY NUMBER POLICY EFF POLICY EXP® MMI COMMERCIAL GENERAL LIABILITY MM/D LIMITS EACH OCCURRENCE $ 1.000.000 17 CLAIMS-MADE R OCCUR DAMAGE 0 R NTEO } Q !S&22e�1 I s 100,000 A 0185FL00077686-2 12120/2017 12/20/2018 MED EXP(Any one person) $ 5,000 GENT'AGGREGATE LIMIT APPLIES PER: PERSONAL&ADV INJURY $ 1,000,000 POLICY C] PRO- Er�—] GENERAL AGGREGATE t 2,000 ODO JECT t J LOC OTHER PRODUCTS-COMP/OP AGG s 2,000,000 AUTOMOBILE LIABILITY COMBBI�dend $ INS EED SINGLE LIMIT Q ANY AUTO E OWNED SCHEDULED BODILY INJURY(Per L$ HIRED AUTOS ONLY AUTOS HIRED NON-OWNED BODILY INJURY(Per ecc dera)I S {� �-+AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE $ Per accident UMBRELLA UAB OCCUR gg EXCESS LIAR Q CLAIMS EACH OCCURRENCE s- MADE AGGREGATE E k DEO RETENTIONS WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY PER STATI ITE OTH. ANY PROPRIETOWPARTNER/EXECUTrVYIN OFFICERIMEMBER EXCLUDED? NIA E.L.EACH ACCIDENT $ (Mandatory In E L DISEASE-EA EMPLOYE 3 It yes,desaibo under DESCRIPTION OF OPERATIONS t>k E.L.DISEASE-POLICY LIMIT g DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101,Additional Remarks Schedule,it more space is required) Tile Stone or Terrazzo Work-installation,repair,polishing,resurfacing(Floors,walls,countertops) CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Building Department THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENT ACORD,25(2016103)OF 988- 88 15 AC RD C RPORATION. All rights reserved, The ACORD and logo are registered marks of ACORD I WE , JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 1/2/2018 EXPIRATION DATE: 1/2/2020 PERSON: ACOSTA RICARDO J FEIN: 471301875 BUSINESS NAME AND ADDRESS: AG & GENERAL CONSTRUCTION INC t 2843 SW 34 AVE MIAMI FL 33133 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor IMPORTANT:Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. 4 DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 t July 13, 2017 To: Miami Shores Village Building Department + 10050 Northeast 2"d Avenue Miami Shores, Florida 33138 RE: Comment Response for 17-375 To Whom It May Concern: T I Please accept this letter and attached revised drawing as a response to the comments regarding the approval for permit process number: 17-375. a If you have any questions, please do not hesitate to contact me at the phone number listed below. I I , 5. Site plan. Reflected the locations of all utilities servicing the building, including the septic system. Response:Septic tank and drain field location shown on Architectural Site Plan sheet A-100. 6. Health department, and DERM tree section approval required. ; Response: GC to submit for approval. r �..,7. Provide a survey and elevation certificate of the property. The survey should reflect the crown of road elevation and all interior finish floor elevation. Reflect the elevations on the site plan and on the floor plan. Response:Architectural Site Plan sheet A-100 demonstrates crown of road elevation and interior finish floor elevations. STRUCTURAL 4. Provide signed and seated by Florida architect or engineer, structural calculations to include but not be limited to the following elements: d) Verify design of reinforced masonry wall to carry the point loads of the truss girder reactions falling on wall without the use of addition reinforcement at those locations. Check for both gravity and wind uplift loading conditions Response: The new proposed skylight will be supported on a wood frame that will be supported by(4) 6x6 timber short columns(Ref 2/S-3)supported in turn on(2)steel HSS beams. These beams will be supported on new portions walls to be poured solid and i reinforced at three locations and with a new steel column on the SW supportof the assembly. On page B-7 of calculations there is a calculation of a new reinforced portion of wall designed to resist gravity and uplift forces at the locations•of new proposed steel beams. There is no new proposed truss girder in the area of work. Refer to calculations pages W-6 through W-8 and notes in S-1, highlighted on the attached calculations. Small sheets of the drawings are attached to calculations for reference of information location. 1 of 2 ARCHITECTURE+INTERIORS BY GARCIA 2420 SW 45th Avenue, Fort Lauderdale, Florida 33317 (954)300-4076 1 www.-aib rch.com I AA26003287,IB26001758 e-= F I 1 e) Reinforced masonry columns at each jamb of new wall openings Response:Please refer to'calcu/ations enclosed. There is analysis of jambs on page W-9, highlighted. See also;masonry calculations pages W-1 AND W-9 f) Analysis for roof diaphragm loadings in botli directions Response:Please find structural calculations enclosed including items requested above. Refer to pages D-1'through"D-4 with headers highlighted. r 5. Structural load calc's required to comply with Florida administrative code section 61G 15-23.Original signature, date and seal are required ori both.sets:-? Il Response: Calculations with original seals and signatures are provided. See enclosed calculations. 6. Provide specification and/or details for footing continuity that all corners'and/or bends in compliance section 1819, HVHZ provisions of the FBC fifth edition 2014 code. Response:Section 1819 is now reserved in the FBC 2014. However, specifications for corner bars and continuity have been introduced in the CONCRETE SLAB ON FILL NOTES and in the foundation plan. See revised S-0 and S-1. Small sheets of the drawings are attached to calculations for reference of information location. 7. Detail"4/S—3"on sheet'S—3: show skylight system connection to proposed framing. Clarify specification to use 10d toenails this is not a structural connection Response: The support of the skylight is provided on detail 2/S-3. Detail 4/S-3 supports studs for drywalls sheets only. Small sheets of the drawings are attached to calculations for reference of information location. 12. Provide two.copies of special inspector form, fully executed for: F b) Miami Dade County administrative code, article II, section 8-22 1) Soil compaction Response:. Sincerely, ! e rik Garcia, IA President, Architect AR94374, Interior Designer ID5577, LEER AP BD+C 2 of 2 11 4-0#' ARCHITECTURE+INTERIORS BY GARCIA 2420 SW 45th Avenue, Fort Lauderdale, Florida 33317 1(954)300-4076 www.aigarch.com AA26003287,1B26001758 "PTONino & Morino, Inc. Consulting Engineers- Civil/Structural Engineering and Site Development ' 12225 NW 83rd Place,Parkland,FL 33076 Ph. (954)340-1409 - (305) 906-6085 STRUCTURAL CALCULATIONS Project: 922 NE 91St TERRACE MIAMI SHORES—IMPROVEMENTS N&M # 16061 Address: 922 NE 91St TERRACE MIAMI SHORES, FL Miami-Dade County Date: 02/03/2017, REV 1: 3/30/20 S-�RuG��� pp,,14 . D � Reference Code: Florida Building Code Programs used: INDEX Chapter Pages Loads L-1 to L-3 ......................................................................................................................................,..._............................................................................................................................... Beam & ConnectionsB-1 to B-10 .............................._............................................................................................................................................................................... -Footings F-1 Walls W-1 to W-9 Diaphrag D-1 to D-4 ...._...................................................._.._._...._..............................................................................................................................................._................................................. `�SAR•A:H�,���i Z��,,, C;•�`C *ilensftESSS0 Owl Zo Nino NAorPno,Inc. "00Ti 'X Consulting Engineers#CA-30370 �,�.•,p rJF ' " 12225 NW 83rd Place, �� I Q••.•'�����, Parkland,FL 33076 Ph. (954)340-1409 - (305) 906-6085 Copyright©2016 CE I�►ia0JQ1 www.ninomoreno.com FLORIDA LICENSE No. 69305 PROJECT No. 16061 DATE: JUL 151017 3 Nino & Moreno, In= PROJECT NAMt. qZ2 Civil/Structural Engineering-Project Management CALCULATED By CAI nA 12225 NW 83rd Place-Parkland,FL 33076-CA 30370 Phone(954)340-1409-www.ninomoreno.com PROJECT NO- SHEET/ SH&T NO L nGL1 12bIj ............... .............. 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PROJECT NAME 922 NE 91" Consulting Engineers-Civil/Structural Engineering and Site Development 12225 NW 83rd Place-Parkland,FL 33076 -www.nihomoreno.com CALCULATED BY CU DATE Phone&Fak(954)340-1409-(305)906-6085-CA#30374 PROJECT NO 16061 SHEET NO L 2 DESIGN WIND PRESSURES COMPONENTS&CLADDING PER ASCE 7-10 LOW RISE SIMPLIFIED PROCEDURE 30.5 Part 2 Roof slope angle 0= 190 r to 270 / Mean Roof height h= 15 ft Least hztal.dim L= 54 ft 3 . Topographic factor Kn= 1.00 h _ .. O % - 5 Adjustment Factor X= 1.21 a 2 _- Wind directionality factor Ka= 0.85 : ® a Risk Category 2 ® ^ 5 Basic wind speed ULT V= 175.0 MPH � Basic wind speed ASD V= 135.6 MPH Exposure C a E 10% Least Horizontal Direction 5.4 ft 0.4h 6 ft Hip Roof (70< 0 <_27° 4%least Hor¢ontatl'Pirectiom 2.16:1t a= 6 ft Design Wind Pressure psso* Roof Walls Overhang psf Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone2 Zone3 Effective wind Area (ftp (+) I (-) (+) (-) (+) (-) (+) (-) (+) I O (-) O :510 19.1 -30.4 19.1 -52.8 19.1 -78.0 33.2 -35.9 33.2 -44.3 -61.7 103.8 20. 17.4 -29.5 17.4 -48.6 17.4 -72.9 31.7 -34.5 31.7 -41.3 -61.7 -93.7 50 15.2 -28.4 15.2 -42.9 15.2 -66.2 29.7 -32.5 29.7 -37.4 -61.7 -80.3 100 13.5 -27.5 13.5 -38.7 13.5 -61.1 28.2 -31.0 28.2 -34.5 -61.7 -70.1 200 26.7 -29.5 26.7 -31.5 2_500 24.7 -27.5 1 24.7 -27.5 *For Vasd=135.6,Exp. B, Kd=.85, and h=30 ft , p Design Wind Pressure ps X K.p..no *Kd/0.85 ASD Design Wind Pressure p** Roof Walls , Overhang psf Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone2 Zone3 Effective Wind Area (ft) (+) (-) (+) (-) (+) (-) (+) (-) (+) (-) (-) (-) 5510 23 -37 23 -64 23 -94 40 -44 40 -54 ' -75 -126 20 21 -36 21 -59 21 -88 i 38 -42 ,38 -50 ; x -75 -114 50 18 1 -14,N 18 1 -52 18 -80 36 -39 36 1 -45 -75 1 -98 100 16 r33 16 7) 16 -74' 34 -38 34 -42 -75 -85 200 32 -36 32 -38 2_500 30 -33 30 -33 **For Vasd=135.6, Exp. C, Kd=0.85,and h=15 ft Wind ASCE 7-10 in progress=30.5 P2 Printed 12/24/2016 10:52:40 4 Nino & Moreno, Inc. PROJECT NAME 922 NE 91� Consulting Engineers-Civil/Structural Engineering and Site Development { 12225 NW 83rd Place-Parkland,FL 33076 -www.ninomoreno.com CALCULATED BY DATE Phone 8.Fax(954)340-1409-(305)906-6085-CA#30374 PROJECT NO 16061 SHEET NO a DESIGN WIND PRESSURES MAIN WIND FORCE RESISTING SYSTEM PER ASCE 7-10 CHAPTER 28-ENVELOPE PROCEDURE-Part 2 Roof slope angle 0= 19 deg Mean Roof height h= 45 ft Least hztal.dim L= 54 ft , O Risk Category II Adjustment Factor X= 1.21 O O Wind direct.factor K.= 0.85 1 1 Exposure C Wind speed(ULT) V= 175 MPH Wind speed(ASD) V= 136 MPH 10% Least Horizontal Direction 5.4 ft i 1 1 0.4h 2 ft i O �r 0 4%Least Horizontal Direction 2.16 ft ° a= \ft O Case A A Case B WIND PRESSURES FOR THIS=BUILDING Roof Horizontal Pressures Vertical Pressures Overhangs Anger:71 A D, I; C D, I. E F �-- E P 1 19 47.9 -13.3 31.9 -7.4 -42.3 -29. -29.5 -22.1 J -59.3 -46.4 , REFERENCE VALUES FOR DIFFERENT ROOF SLOPES AND WIND PARAMETERS ABOVE Roof Horizontal Pressures Vertical Pressures Overhangs Angle A B C D E F G H E H 0 to 51 35.3 -18.3 23.4 -10.9 -42.3 -24.0 -29.5 -18.6 -59.3 -46.4 100 39.8 -16.4 26.4 -9.6 -42.3 -25.9 -29.5 -19.9 -59.3 -46.4 15' 44.2 -14.6 29.5• -8.4 -42:3 -27.7 -29.5, -21.1 -59.3 46.4. 200 48.8 -12.9 32.6 -7.1 -42.3 -29.5 -29.5 -22.3 -59.3 -46.4 25° Case 1 44.2 7.1 32.0 7.3 -19.6 -26.8 -14.2 -21.6 -36.6 -31.2;. Case 2 0.0 2.3 0.0 0.0 -7.5 -14.5 -2.0 -9.3 0.0 0.0 i -300 to 45°Case 1 39.7 27.1 31.5 21.7 3.1 -24.0 1.0 -20.6 714.0 -15.9 Case 21 39.7 27.1 1 31.5 21.7 15.2 -11.9 13.3 -8.5 -14.0 -15.9 Wind ASCE 7-10 in progressW FRS 28 P2 Printed 02/05/2017 16:15:26 ' f , Nino & Moreno, Inc PROJECT NAME 1 OZ MA: Civil/Structural Engineering-Project Management CALCULATED BY G� ATF 12225 NW 83rd Place-Parkland;FL 33076-CA 30370 Phone(954)340-1409-www.ninomoreno.com PROJECT NO. M'oBEET NO �- : : ... ... .......: ... ... ... ... ..: . ..........�... s ' - p .... ..... ....... .......... .... ................................ .. .?� ©w j.. .. . . .. .. J .. ................: ... ... ... ... .. .............. . . ..... ..............:.......3g....... ....... ....... ........ ' ....... ....... ...... 8� ........................... -...... .....:........ .. ... ....... ....... — " ................. — I.Q'.... ..... .......:.. :.........n:..:. . 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V . q� G. 6 k :L _ C • l�l� .. ....... ....... ....... .............. ............ ... ... ... rt .... ...... : ...P -� ......... . ?--.. ... �. . :...- ..:.. ...... c... ... ....:.. • DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Masonry 7.1 Western States Clay Product Association International Code Council (Release 7.1.0) Pdct: 16061 Name: 922 NE 91st Topic:Wall 1 Date: 02/03/2017 Page: Chkd: CN t — - Reinforced Wall Interaction Diagram Using the 2011 MSJC Strength Design Code Masonry Unit Size= 8 in. (Partially grouted) Reinforcement Spacing=48.00 in. fy=60.00 ksi fm = 1,500 psi As= 0.310 sq.in. x= 3.813 in. H = 108.0 in. (9.000 ft) Axial Compression, Pu (lbs/ft) 40000 36000 32000 28000 24000 20000 16000 F 12000 8000 4000 0 -4000 -8000 -5000 -4000 -3000 -2000 -1000 0 1000 2000 3000 4000 5000 Total Moment, Mu (Ib-ft/ft) S } r DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY • The National Concrete Masonry Association Brick Industry Association Masonry 7.1 Western States Clay Product Association International Code Council (Release 7.1.0) Prjct: 16061 Name: 922 NE 91st Topic:Wall 1 Date: 02/03/2017 Page: Chkd: CN Design of a Reinforced Masonry Wall with Out-of-Plane Loads Using the 2011 MSJC Strength Design Code Material and Construction Data 8 in. CMU, Partial grout, running bond Wall Weight=41.03 psf Type M Masonry cement/Air-entrained PCL Mortar, Coarse Grout CMU Density= 115.0 pcf f m = 1,500 psi(Specked) Em = 900fm = 1,350,000 psi Wall Design Details Thickness=7.625 in. Height= 108.0 in. (Simply Supported Wall, Effective height= H) x= 3.813 in. #5 Bars, Fy=60,000 Reinforcement Spacing=48.00 in. On-Center Effective Width=48.00 in. Wall Design Section Properties Ao=40.64 in2 per foot width So= 87.09 in3 per foot width to= 332.0 in4 per foot width ro=2.858 in Wall Average Section Properties Aavg=49.62 in2 per foot width lavg=351.7 in4 per foot width ravg=2.661 in Design Calculations: Specified Section Forces Section Design Forces Used Vu= 190.0 Ib/ft(Specified) MLu = 8,170 Ib-in./ft(Specified) Pu= 940.0 lb/ft at a 2.000 in (Specified) Wall Axial Design Data Pu max=32,170 lbs/ft (Code Equation 3-17 or 3-18) Maximum Permitted Axial Load for Combination D+0.75L+0.525Qe= 12,260 lbs/ft(MSJC 3.3.3.5.1) P at the bottom of the wall for this combination 0. lbs/ft I 1 Nino & Moreno, Inc. PROJECT NAME /V Civil/Structural Engineering-Project Management CALCULATED BY G/�✓ HATE 12225 NW 83rd Place-Parkland,FL 33076-CA 30370 _ Phone(954)340-1409-www.ninomoreno.com PROJECT N0- GQ6 1 SHEET NO ... ........1./........ .. ....... 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U. fK......... ....... ...... . .. .. ...... ... ... ....... .. .... :.. ..:.. ..:.......:.......:.......:.... ..:.......:.......:....... ....... ..:.. ..:.. ..:.. ..:.. ..:......::.. ..:.. t r �6� I DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY � The National Concrete Masonry Association Brick Industry Association Masonry.'7:1' Western States Clay Product Association International Code Council (Release 7.1.0) Prjct: 16061 Name: 922 NE 91 st Topic:Wall 2 Date: 02/03/2017 Page: Chkd: CN Design of a Reinforced Masonry Wall with Out-of-Plane Loads Using the 2011 MSJC Strength Design Code Material and Construction Data 8 in. CMU, Partial grout, running bond d� Wall Weight=80.35 psf Type M Masonry cement/Air-entrained PCL Mortar, Coarse Grout CMU Density= 115.0 pcf fm = 1,500 psi(Specified) Em =900fm = 1,350,000 psi Wall Design Details Thickness=7.625 in. O� Height= 98.00 in. (Simply Supported Wall, Effective height= H) x= 3.813 in. #5 Bars, Fy=60,000 Reinforcement Spacing=8.000 in. On-Center Effective Width=8.000 in. r Wall Design Section Properties Ao=91.50 in2 per foot width So= 116.3 in3 per foot width to=443.3 in4 per foot width ro=2.201 in Wall Average Section Properties Aavg=91.50 in2 per foot width lavg=443.3 in4 per foot width ravg =2.201 in Design Calculations: Specified Section Forces Section Design Forces Used Vu=400.0 Ib/ft(Specified) MLu ='800.0 Ib-in./ft(Specified) Pu=7,010 Ib/ft at e=2.000 in (Specified) Wall Axial Design Data Pu max=71,060 lbs/ft (Code Equation 3-17 or 3-18) Maximum Permitted Axial Load for Combination D+0.75L+0.525Qe=-7,474 lbs/ft(MSJC 3.3.3.5.1) P at the bottom of the wall for this combination 0. lbs/ft THE MAXIMUM VALUE HAS BEEN EXCEEDED FI • DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Masonry 7.1 Western States Clay Product Association International Code Council (Rel_ease.7.1.0) FPjPctjc:.1 6061 Name: 922 NE 91st Wall 2 Date: 02/03/2017 Page: Chkd: CN Wall Flexural Design Data As Required=0. sq.in. in each grouted cell As Provided=0.310 sq.in. Rhomin =0• Wall Flexural Capacity with Specified Steel a= 1.919 in. d= 3.813 in. Mn =78,850 Ib-in/ft Mu available=0.900(78;850) =70,970 Ib-in/ft(5,914 Ib-ft/ft) fr= 153.0 psi Igr=443.3 in4/ft Shear Design Data _ Vn max= 14,180 lbs/ft(Section 3.3.4.1.2) Vnm = 9,726 lbs/ft(Section 3.3.4.1.2.1) Maximum available Vu is the lesser of: Vu max= 0.800(14,180)= 11,340 lbs/ft Vu max= 0.800(9,726+0.)=7,781 lbs/ft CONTROLS (Note:Vns= 0 for walls with out-of-plane loading.) Service Load Deflection Limitations (MSJC 3,3.5.4) Maximum permittedservice load deflection =0.007(H)= 0.007(98.00) = 0.686 in Maximum service load deflection= 0. in Load combination with maximum deflection: D Development and Splice Lengths for Longitudinal Reinforcement K= 3.5000 in. Required Development Length: Id= 22.48 in. Required Lap Splice Length: = 22.48 in. (Cannot be reduced MSJC 2.1.7.7.1.2) Some codes may require epoxy-coated reinforcement to have longer development and splice lengths.. I f EV DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY • &—'T-heNational Concrete Masonry Association Brick Industry Association Masonry 7.1 Western States Clay Product Association International Code Council (Release 7.1'.0) Prjct: 16061 Name: 922 NE 91st Topic:Wall 2 Date. 02/03/2017 Page: Chkd: CN Reinforced Wall Interaction Diagram Using the 2011 MSJC Strength Design Code Masonry Unit Size= 8 in. (Partially grouted) Reinforcement Spacing= 8.000 in. fy=60.00 ksi fm = 1,500 psi As= 0.310 sq.in. x 3.813 in. H = 98.00 in. (8.166 ft) Axial Compression, Pu (lbs/ft) 80000 72000 64000- 56000 i 48000 1 40000 32000 f 24000 16000- 8000- 0 600080000 -8000 -16000 -24000 -32000 -8000 -6400 -4800 -3200 -1600 0 1600 3200 4800 6400 8000 Total Moment, Mu (Ib-ft/ft) + p { Nino & Moreno, Inc. 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L Nm„xc W nE rWwX WSNs a Irma �noor 1 /v t ngq ,w qj/ri I nr 3-wino f �rW l uc soas wo a a,�o� �mm�x.W�Wap-sear wa aw elan ac i i ; on as raT, area.xl oc � msrc mr 1 0.�rztatlf a u m[xttA rK u ! lo!aw.a,I mreaa w a r/P> Hsv ro s°a'ir�m mo'ai rr a,o P� 2 ,amaw•(0,oummT _ npea*�x�aw s Harp S '�� NOTE 0.r aassl mNa a,u io mil) JOIST CAN OCCUR ON ONE SDE ONLY 2 \ Q S+ nasrc mrc z DETAIL a DETAIL ^ DAIL 3333 - � a b gi 1 s� �a'.W NN B3IW 6L� 4[Npa�a ifR�6�NBn6 SInlSI Iml]X./2,d W a M(1)a n4 awson HMT x/(4)95 X•`s r OOau1N6 SRR rF10 Na,6R W n ff/N/aW W1 Xtrf q�ND l6)xi`�f llld Nf 114 W K`a'xOn G nalZ 9VaM wH x/(,Q 9WA.rN(Q LT Ift.(•Wp x LL 1 L b �yy� J{'I 0.X•Cd DETAIL DETAIL W 0 ./(3 W n,fx U p woua moel nndrtW �Q N 6n sc lL lL r raw arv.muN 0 Nrvn na aro o rut ou Hex o n•xa No 'mT m°�' N max Is noNnn I�-I ¢ J _a ecJr nWna W DETAIL a r, r [�—{ W W e DETAIL mo oosna unn. sa �Nocr Nn Ww ,xot LJ ��WO LJ o W , I uj W -4 W r w•-- a Z C m r mm=:mora„) Xtrnf xtt)rx'sn rowan:no mom)a nw w,x t=Q L NIN sour } nsHn+.w eum,zw a N Q omse ar 10 DETAIL ¢¢� EBK ve S-3 -a M pRlwll r,tbt SQ N PnOJ.x0. r W-mrlRCml AVrf Ifni rmlmow Wma a na WcanlL rtr Wolw r<• wo acct�•re �� onmo mmvcHn aro xunr>�c at„r rtt9 p ref `ut°'„"�'°,wa�:� cN ,f W rlf. 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ILL B61m 6a 50 M XDx LWY 6'61Y AE er1 m r ou wu u nul sma NW ac ss6 ow umA nrt RVE. r oc xt emr s'om ar wv.v6 9E N.W W n `F 173x16 W�aYewnc �� /�'� • ' g.�.a6lxaa �. ��-�NB V�� oR.FJ6T6 g,e .aa1 BBL moan BRf{.IIW B�RYieall6 MB 9666 Ift>T ea aML Ba r Bvnlaa v1u weec B n616r xlmov NB are l6'B �PIG�AL 5 4 �aPICAL MASONRY DETAILS � € o oval w BRI60 xat v/ o s (A ibY.Vf I&TMa6' pp �� o€b a Q@ 9 v�uE�lum�v/6W16D - ��p3�� 6vsmD N10IX mnr �A4,a�� owb iemrt�v'w tl T., m u,m/aw xm w aAe evrn6 sLL IAI6VMI Ai fi011W.W iQ:.PARD e.®f CODE !w3)w 9 1.11AE W 111161E �� P.PPE ease av �w.Fm.E I.W ou E.I sr ev - _ MRaAE IF1 BYB M 61M!a _ �� NNa 801111 I.0 BOSING _'I' AAL AIB lOMAIC ���..r.: 606fN0 HEW.fYA W f p@WM �U � a DEfAILP a DvETAI�L W Q s-a sa Q 1 J Wu- Lu zF� BR1w.oa 61166 LL w!ll N eel°c s o � a uJ Or C916UGaw 6EL U) Lu mar ac H W wi Am ernl L C yx Q C o�NQ WEwr vmm m a Q 0.r i1E•.BaD 1E.ftlOaE.ML �r.�.l � - � IXiANM CRW.NO �nsr0.iweserw.� c ONS �� O]A1'91I ♦come... FEf W. 5 D AI .oP 1 S-4 / 5-0 at. -la a W � DOCUMENTS 4 e July 13, 2017 To: Miami Shores Village Building Department 10050 Northeast 2"d Avenue Miami Shores, Florida 33138 ' RE: Comment Response for 17-375 To Whom It May Concern: Please accept this letter and attached revised drawing as a response to the comments regarding the approval for permit process number: 17-375. r If you have any questions, please do not hesitate to contact me at the phone number listed below. 5. Site plan. Reflected the locations of all utilities servicing the building, including the septic system. I Response:Septic tank and drain field location shown on Architectural Site Plan sheet A-100. 6. Health department, and DERM tree section approval required. 1 Response: GC to submit for approval. 7. Provide a survey and elevation certificate of the property. The survey should reflect the crown ofroad elevation and all interior finish floor elevation. Reflect the elevations on-the site plan and on the floor plan. Response:Architectural Site Plan sheet A-100 demonstrates crown of road elevation and interior finish floor elevations. STRUCTURAL 4. Provide signed and sealed by Florida architect or engineer, structural calculations to include but not be limited to the following elements: d) Verify design of reinforced masonry wall to carry the point loads of the truss girder reactions falling on wall without the use of addition reinforcement at those locations. Check for both gravity and wind uplift loading conditions Response: The new proposed skylight will be supported on a wood frame that will be T supported by(4) 6x6 timber short columns(Ref 2/S-3)supported in tum on(2)steel HSS beams. These beams will be supported on new portions walls to be poured solid and reinforced at three locations and with a new steel column on the SW support of the assembly. On page B-7 of calculations there is a calculation of a new reinforced portion of wall designed to resist gravity and uplift forces at the locations of new proposed steel beams. There is no new proposed truss girder in the area of work. Refer to calculations pages W-6 through W-8 and notes in S-1, highlighted on the attached calculations. Small sheets of the drawings are attached to calculations for reference of information location. 1 of 2 l ARCHITECTURE+INTERIORS BY GARCIA 2420 SW 45th Avenue, Fort Lauderdale, Florida 33317 (954)300-4076 www.aigarch.com AA26003287,I1326001758 I e) Reinforced masonry columns at each jamb of new wall openings Response:Please refer to calculations enclosed. There is analysis of jambs on page W-9, highlighted. See also masonry calculations pages W-1 AND W-9 f) Analysis for roof diaphragm loadings in both directions Response:Please rind structural calculations enclosed including items requested above. Refer to pages D-1 through D-4 with headers highlighted. 5. Structural load calc's required to comply with Florida administrative code section 61G 15-23.,Original signature, date and seal are required on both sets. Response: Calculations with original seals and signatures are provided. See enclosed calculations. 6. Provide specification and/or details for footing continuity that all corners and/or bends in compliance section 1819, HVHZ provisions of the FBC fifth edition 2014 code. Response:Section 1819 is now reserved in the FBC 2014. However,specifications for corner bars and continuity have been introduced in the CONCRETE SLAB ON FILL NOTES and in the foundation plan. See revised S-0 and S-1. Small sheets of the drawings are attached to calculations for reference of information location. , 7. Detail"4/S-3"on sheet S-3: show skylight system connection to proposed framing. Clarify specification to use 10d toenails this is not a structural connection Response: The support of the skylight is provided on detail 2/S-3.Detail 4/S-3 supports studs for drywalls sheets only. Small sheets of the drawings are attached to calculations for reference of information location. r 12. Provide two copies of special inspector form, fully executed for: b) Miami Dade County administrative code, article II, section 8-22 1) Soil compaction Response: - Sincerely, rik Garcia, ,IA _ President, Architect AR94374, Interior Designer ID5577, LEED AP BD+C ` t ti 2 of 2 ARCHITECTURE+INTERIORS BY GARCIA 2420 SW 45th Avenue, Fort Lauderdale, Florida 33317 1 (954)300-4076 www.aigarch.com AA26003287,IB26001758 Nino & Moreno, Inc. Consulting Engineers- Civil/Structural Engineering and Site Development 12225 NW 83d Place,Parkland,FL 33076 Ph. (954)340-1409 - (305)906-6085 STRUCTURAL CALCULATIONS Project: 922 NE 91St TERRACE MIAMI SHORES—IMPROVEMENTS N&M # 16061 Address: 922 NE 91St TERRACE MIAMI SHORES, FL Miami-Dade County Date: 02/03/2017, REV 1: 3/30/2017 Reference Code: Florida Building Code 2014 Programs used: INDEX Chapter Pages t LoadsL-1 to L-3 ...................................._...._......._....................................._....._............................................................................................................................................................. . Beam & ConnectionsB-1 to B-10 ......................................................................................................................................._.................................................................................. ............................. FootingsF-1 1 to W-9 Walls W- DiaphragD-1 to D-4 .................................................................._..............._........._...................-................................................................................................................................................. V. NO Me, p9e • *Ilcense�d E� APAIr ! * ;* : ft ' T • h.d. Nino 8�Moreno, E OF Inc:.. • � � 0: Consulting Engineers#CA-30370 � • Q�►•.•�1�i�� 12225 NW 83rd Place, , �.E�(',5 Parkland,FL 33076 ° Ph. (954) 340-1409 - (305)906-608 Copyright©2016 CESAR A. N_ www.ninomoreno.com FLORIDA LICENSE No. 69305 PROJECT No. 16061 DATE: JUL 15 ?017 Nino & Moreno, Inc. PROJECT NAME q22 110� 7- avil/Structural Engineering-Project Management 12225 NW 83rd Place-Parkland,FL 33076-CA 30370 CALCULATED BY e2�1 nATE- Phone(954)340-1409-www.ninomoreno.com PROJECT NOSHEET N ,4gA�14 t0f 7� .......................................... 4-4 , . ;1"7 . : i -.* A. i 126 4�.�.......... ... .... ..... . ............. ....... ....... ....... U .... .................... .................... .. ....... ....... ............ ....... .. .......... ............................... .......i.. ............... ....... ................................. ..................... ....... ...... . . . . . . . . . . . . ....................................... ..................................................... ....... ....... ............................................. v .............. p................................... ...... .... ...... .............. 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PROJECT NAME 922 NE 9151 Consulting Engineers-Civil/Structural Engineering and Site Development 12225 NW 83,d Place Parkland,FL 33076 www:ninomoreno.com CALCULATED BY C DATE � Phone&Fax(954)340-1409 (305)906-6085-CA#30374 PROJECT NO 16061 SHEET NO L 2. DESIGN WIND PRESSURES COMPONENTS&CLADDING PER ASCE 7-10 LOW RISE SIMPLIFIED PROCEDURE 30.5 Part 2 Roof slope angle 0= 190 70 to 270 Mean Roof height h= 15 ftp" g tk. Least hztal.dim L= 54 ft rfr'- 3 Topographic factor K,= 1.00 h 2' `� 5 a Adjustment Factor = 1.21 _ \ Wind directionality factor Kd= 0.85 ,\a; Risk Category 2 ,� Basic wind speed ULT V= 175.0 MPH Basic wind speed ASD V= 135.6 MPH -,a a Exposure C 10%Least Horizontal Direction 5.4 ft 0:4h 6 ft Hip Roof (7°< 6 <_272) 4%leas!Flo-hionta1'[3irectiom 2.16:ft a= 6 ft Design Wind Pressure pS30* Roof Walls Overhang psf Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone2 Zone3 Effective Wind Area (ftp (+) I (-) (+) (-) (+) I (-) (+) I (-) (+) I O <_10 19.1 1 -30.4 19.1 -52.8 19.1 -78.0 33.2 -35.9 33.2 -44.3 -61.7 -103.8 20 17.4 -29.5 17.4 -48.6 17.4 -72.9 31.7 -34.5 31.7 -41.3 -61.7 -93.7 50 15.2 -28.4 15.2 -42.9 15.2 -66.2 29.7 -32.5 29.7 -37.4 -61.7 -80.3 100 13.5 -27.5 13.5 -38.7 13.5 -61.1 28.2 -31.0 28.2 -34.5 -61.7 -70.1 200 26.7 -29.5 26.7 -31.5 >500 24.7 -27.5 24.7 -27.5 *For Vasd=135.6, Exp. B, Kd=.85,and h=30 ft w Design Wind Pressure ps X Kn p,,,30 *Kd/0.85 ASD Design Wind Pressure p** Roof Walls Overhang psf Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone2 Zone3 Effective Wind Area (ft) (+) (-) (+) (-) (+) (-) (+) (-) (+) (-) :510 23 -37 23 -64 23 .-94 40 -44 _ 40 -54 -75 -126 20 21 1 -36 21 1 -59 21 -88 38 -42 38 -.50 -75 -114 50 18 1 -34 18 1 .-52 18 1 -80 36 1 -39 36 -45 -75 -98 100 16 43 16 47; 16 -74 34 -38 34 -42 -75 -85 200 f 32 -36 32 -38 i 2500 30 -33 30 -33 **For Vasd=135.6, Exp. C, Kd=0.85, and h=15 ft Wind ASCE 7-10 in progress=30.5 P2 Printed 12/24/2016 10:52:40 Nino & Moreno, Inc. PROJECT NAME 922 NE 91s' Consulting Engineers-Civil/Structural Engineering and Site Development 12225 NW 830 Place-Parkland,FL 33076 -www.ninomoreno.com CALCULATED BY DATE Phone&Fax(954)340-1409-(305)906-6085-CA#30374 PROJECT NO 16061 SHEET NO DESIGN WIND PRESSURES 1 MAIN WIND FORCE RESISTING SYSTEM PER ASCE 7-10 CHAPTER 28-ENVELOPE PROCEDURE-,Part 2 t Roof slope angle 0= 19 deg Mean Roof height h= 45 ft Least hztal.dim L 54 ft O Risk Category II O Adjustment Factor X= 1.21 O O Wind direct.factor K = 0.85 Exposure C i O Wind speed(ULT) V= 175 MPH © Wind speed (ASD) V= 136 MPH I E I O 10% Least Horizontal Direction 5.4 ft � 0.4h 2 ft i 4%Least Horizontal Direction 2.16 ft ° a= I © c � \ ICA / . Case A © A C �� mi¢ Case B WIND PRESSURES FORTHIS-BUILDING Roof Horizontal Pressures Vertical Pressures Overhangs Angfe• A B, C D E F E Pf ! 19 47.9 -13.3 31.9 -7.4 -42.3 -29. -20.6j' -22.1 ' -59.3 -46.4 REFERENCE VALUES FOR DIFFERENT ROOF SLOPES AND WIND PARAMETERS ABOVE Roof Horizontal Pressures Vertical Pressures Overhangs Angle A B C D E F G H E H 0 to 50 35.3 -18.3 23.4 -10.9 -42.3 -24.0 -29.5 -18.6 -59.3 -46.4 100 39.8 -16.4 26.4 -9.6 -42.3 -25.9 -29.5 -19.9 -59.3 -46.4 15' 44.2 -14.6; 29.5 -8.4 -42.3 -27.7'-' -2.9.5 -21'.1 -59.3 -46.4 200 48.8 -12.9 32.6 -7.1 -42.3 -29.5 -29.5 -22.3 59.3 -46.4 25° Case 1 44.2 7.1 32.0 7.3 -19.6 -26.8 -14.2 -21.6 -36.6 Case 2 0.0 2.3 0.0 0:0 -7.5 -14.5 -2.0 -9.3 0.0 0.0 300 to 45°Case 1 39.7 27.1 31.5 r 21.7 3.1 -24.0 1.0 -20.6 -14.0 -15.9 Case 2 39.7 27.1 31.5 21.7 15.2 -11.9 13.3 -8.5 -14.0 -15.9 Wind ASCE 7-10 in progressWIWFRS 28 P2 Pririted 02/05/2017 16:15:26 ) r Nino & Moreno, InG PROJECT NAMEq02- IVA: 91!1� Civil/Structural Engineering-Project Management CALCULATED By G ATF 12225 NW U0 Place-Parkland,fL 33076-CA 30370 Phone(954)340-1409-www.ninomoreno.com PROJECT NO. 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DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association ' Masonry 7.1 Western States Clay Product Association International Code Council '(Release 7.1.0) Pdct: 16061 Name: 922 NE 91st Topic:Wall 1 Date: 02/03/2017 Page: Chkd: CN Reinforced Wall Interaction Diagram Using the 2011 MSJC Strength Design Code Masonry Unit Size=8 in. (Partially grouted) Reinforcement Spacing=48.00 in. fy=60.00 ksi fm = 1,500 psi As 0.310 sq.in. x= 3.813 in. H = 108:0 in. (9.000 ft) Axial Compression, Pu (Ibs/ft) 40000 { 36000 32000 28000 l 24000 20000 i 16000 I 12000 8000 8 { 4000 _. 0 LEE) ' -4000 -8000 -5000 -4000 -3000 -2000 -1000 0 1000 2000 3000 4000 5000 Total Moment, Mu (Ib-ft/ft) { r DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY • The National Concrete Masonry Association Brick Industry Association Masonry 7.1 western States Clay Product Association International Code Council (Release 7.1.0) P9*ct: 16061Name: 922 NE 91st Topic:Wall 1 Date: 02/03/2017 Page: Chkd: CN Design of a Reinforced Masonry Wall with Out-of-Plane Loads Using the 2011 MSJC Strength Design Code Material and Construction Data 8 in. CMU, Partial grout, running bond Wall Weight=41.03 psf Type M Masonry cement/Air-entrained PCL Mortar, Coarse Grout CMU Density= 115.0 pcf fm = 1,500 psi(Specified) Em =900f = 1,350,000 psi Wall Design Details Thickness=7.625 in. Height= 108.0 in. (Simply Supported Wall, Effective height= H) x= 3.813 in. #5 Bars, Fy=60,000 Reinforcement Spacing=48.00 in. On-Center Effective Width=48.00 in. Wall Design Section Properties Ao=40.64 in2 per foot width So=87.09 in3 per foot width to= 332.0 in4 per foot width c ro=2.858 in Wall Average Section Properties Aavg=49.62 in2 per foot width lavg=351.7 in4 per foot width ravg=2.661 in f Design Calculations: Specified Section Forces Section Design Forces Used Vu = 190.0 Ib/ft(Specked) MLu =8,170 Ib-in./ft(Specified) Pu= 940.0 Ib/ft at e=2.000 in (Specified) Wall Axial Design Data Pu max=32,170 lbs/ft (Code Equation 3-17 or 3-18) Maximum Permitted Axial Load for Combination D+0.75L+0.525Qe= 12,260 lbs/ft(MSJC 3.3'.3.5.1) P at the bottom of the wall for this combination 0. lbs/ft Nino &,MorPno, Inc. PROJECT NAME ?Q- /V Civil/Structural Engineering-Project Management CALCULATED BY G� DATE 12225 NW 83rd Place-Parkland,FL 33076-CA 30370 _ Phone (954)340-1409-www.ninomoreno.com PROJECT NO-, �G�� SHEET NO2"7.7 Q..:... . ... . .......:.......:.......:.......:.......:.......:.... . . . . . .. . ...... ...... ....... .... . .... ......... ................................... . `� ...................... .. .wt-�.. .. .. ... . 5 K.-........ b.:5. ... �-.G..1�. ....g. .. .. .....=...o�... �. .. �.. � - :.......:.......:....... . ..... ..... ....... .................. .. r�......1....... ..... ....... ....... ....... .... . ....... ....... ....... ....... ....... .............. . ... ... ... ... ... �. ..r.` .V� .............. ... ....... ....... .............. ..�..... ..... ... ... ... ... ... ... ... ... i 7 DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association Brick Industry Association Masonry 7.1 / Western States Clay Product Association International Code Council (Releasey7.1.0)ate"•'✓' Prjct: 16061 Name: 922 NE 91st Topic: Wall 2 Date: 02/03/2017 Page: Chkd: CN Design of a Reinforced Masonry Wall with Out-of-Plane Loads Using the 2011 MSJC Strength Design Code Material and Construction Data E 8 in. CMU, Partial grout, running bond Wall Weight=80.35 psf I Type M Masonry cement/Air-entrained PCL Mortar, Coarse Grout CMU Density= 115.0 pcf fm = 1,500 psi(Specified) Em 900f = 1,350,000 psi Wall Design Details Thickness=7.625 in. Height= 98.00 in. (Simply Supported Wall, Effective height= H) x= 3.813 in. #5 Bars, Fy=60,000 Reinforcement Spacing=8.000 in. On-Center Effective Width= 8.000 in. Wall Design Section Properties Ao=91.50 in2 per foot width So= 116.3 in3 per foot width ' to=443.3in4 per foot width ro=2.201 in Wall Average Section Properties Aavg=91.50 in2 per foot width lavg=443.3 in4 per foot width ravg =2.201 in a Design Calculations: Specified Section Forces Section Design Forces Used Vu=400.0 Ib/ft(Specified) MLu= 800.0 lb-in./ft(Specified) Pu=7,010 lb/ft at e=2.000 in (Specified) Wall Axial Design Data Pu max=71,060 lbs/ft (Code Equation 3-17 or 3-18) Maximum Permitted Axial Load for Combination D+0.75L+0.525Qe=-7,474 lbs/ft(MSJC 3.3.3.5.1) P at the bottom of the wall for this combination 0. lbs/ft THE MAXIMUM VALUE HAS BEEN EXCEEDED l MASONRY DESIGN SYSTEM'FOR CONCRETE AND CLAY'MASONRY The National Concrete Masonry Association Brick Industry Association Masonry 7..1. Western States Clay Product Association International Code Council (Release 7:1':0) Prjct: 16061 Name: 922 NE 91 st Topic:Wall 2 Date: 02/03/2017 Page: Chkd: CN Wall Flexural Design Data As Required=0. sq.in. in each grouted cell As Provided=0.310 sq.in. Rhomin =0• Wall Flexural Capacity with Specified Steel ; a= 1.919 in. d= 3.813 in. 'Mn =78,850 Ib-in/ft Mu available=0.900(78,850) =70,970 Ib-in/ft(5,914 lb-ft/ft) fr= 153.0 psi . Igr=443.3 in4/ft Shear Design Data i Vn max= 14,180 lbs/ft(Section 3.3.4.1.2) Vnm = 9,726 lbs/ft(Section 3.3.4.1.2.1) Maximum available Vu is the lesser of: Vu max= 0.800(14,180)= 11,340 lbs/ft Vu max=0.800(9,726+0.)=7,781 lbs/ft CONTROLS (Note:Vns= 0 for walls with out-of-plane loading.) Service Load Deflection Limitations (MSJC 3.3.5.4) Maximum permitted service load deflection= 0.007(H) = 0.007(98.00) = 0.686 in Maximum service load deflection=0. in Load combination with maximum deflection: D Development and Splice Lengths for Longitudinal Reinforcement K= 3.5000 in. Required Development Length: Id= 22.48 in. Required Lap Splice Length: = 22.48 in. (Cannot be reduced MSJC 2.1.7.7.1.2) Some codes may require epoxy-coated reinforcement to have longer development and splice lengths. f 1 t f DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY The National Concrete Masonry Association" Brick Industry Association "N#,.,Masonry 7.1 Western States Clay Product Association International Code Council (Release 7.1.0) Pdct: 16061 Name: 922 NE 91st Topic:Wall 2 Date: 02/03/2017 Page: Chkd: CN Reinforced Wall Interaction Diagram Using the 2011 MSJC Strength Design Code Masonry Unit Size=8 in. (Partially grouted) Reinforcement Spacing=8.000 in. fy=60.00 ksi f m = 1,500 psi ' As=0.310 sq.in. x= 3.813 in. H =98.00 in. 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Dem=Dis z DETAIL a DETn- &-a- ILa 5-3 swL:rll— s'a RR p A� 4��Se,57 a��Fz 5 TI N S-3 v.-�a llf>f 9a w SQ n191 mIRM (1�)Lia W b a:nl•D IDnol o-n a�� sawol uxlsu r/:la ro a rw W>s ux sv1D1 xoKr b e S-3 1 - art comu%mesKSrnlfIasDuoailo-�wDm`rYaL RMwWyro/ytmoo���wIulwsW o+eID pealamon0vIDummr aD DmbDInI I PyaIIIAT1Em IsaE Y a b>°,,T 9P DETA0.ILK rewLID'M1cI-F1f'asDxma M mDwlrm DLerJcaaDu,sa-s TyL-yDJl�'AIwL N.1¢�E n wNI L.ti,En D=D alO1D11 Q DOI IA1tn IIL_`'-I'`-u-7IJStvD11Wuny aulza M=/ IA1bDatrn Sa w mow OOoz¢SCWZ1ELu�CA1LL' 1 W(QNl�Nr�ZL QQ O/mV cnO LL WNWf s DETAIL IT W %1r W WAO% IN OINQ (q Ep Mw0. To DETAIL a Q .I amMc Mvl.ns DmID MIe .a 5-3 f IM-aXwr:la w vu tnlr Iv PwMO Yd �ro.wq�r�.7...n�+f GN� �on�ian araw=xw�ai 11e swr rrtA s uD � .murmn 1 1 NMDA N®1 wD�LL tm�¢RiM.I Y/SFIa M. T .u.my«..w...e� P sNeEt uo. I-if-v7f.--i SaIOYE MIM M NMOI fDALL t`_-1-J}� a DE�AI *IF PLATE CONSTRUCTION s DOCUMENTS �r REVISIONS Wn/n Yf16r W SMYI x:YI!OCXf. COgF1E BEV x/(1 •Na•Iru aws xiwI(I�ry mxr. osam xo sx �nix nIr�+ xax r au wa.9£x.w 316 a /I wYIo•m•G I x Y W L�QOFA 11PE I•lr. r oc x Garr nr xxr,w. a•L Ma 9Q M Wx.Y F]IDK 2111Y 64—r/P ru. p�yy Ypy �x `� a xoor•vs m rx �14 �y xu Emmc sre xwl om.EoimW �w wax ��c-� � W aw5 M xm Il�llx w r gu Ort -' J x9FCIM N016 WR EGI rIF]E n1011x 6 M)•Qxf yx xL flC v+ w Y T1�P yrAL sea TYPICAL MASONRY DETAILS w.n:um riaalr .a NF v�ir =€ w x.•:.yr�;r/ ��$d itn a man r/Is lit. xm wuomsx xo a a rw ��l��: s� w ac w. 8 :sQ�i E xx m x aam ro .. wr IMix/ff'x xa w w�aoni a W�wr w Wr�uE•• o®r mwmF rwaCoo rs Doan mic \� n•vxx �.ou �m xmc qtr ou xo sn iar H•ate� •ra x xarr a �.:��., mxmmm nno axnW SOIx�E SEAL F%61Mc MEW MIL W r Fw7mrt woo O =<Qr s DETAILR a 6ETAI1 C/3 J Lu LL W amixs.om xr� o Z N� ow01I �Wco uj ~ �E 2"V7Q Z h MN < emxs•rw�xr roar x®In rm ru "a N e®m ¢Q� 5 a hrlp W® 11M"F1 — IeI ox®E Y•t I..._I— � � _ __ _ T � on.vm nxon,F F=-1 PPF 16061� Irc c nxn�[.mbeu CN OZIDLOIt s D TAIL CONSTRU MON wh' DOCUMENTS F SNORys Miami Shores VillageAin Building Department 10050NE2"d Ave. �c0 10A� Miami Shores, FL 33138 305-795-2204/ Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPAR'T'MENT OF EMPLOY_ MENT,AS SPE INSPECTOR UNDER THE FLORIDA.BUILDING CODE. ARCHITECTURE+INTERIORS I(We)have been retained by BY GARCIA to perform special inspector services underthe Florida Building Code 5th Edition(2014)and Miami.Dade County Administrative Code at the 922 91ST TERRACE project'on the below listed structure as of MARCH 28, 2017 (date).l ani a registered architect/professional engineer licensed in the State of Florida, Process Number: 17-375 -Special Inspector for Reinforced Masonry,Section 2122.4 of the FBC 5th Edition(2014) MAY 4 —Miami Dade County Administrative Code,Article 11 Section 11.22 Special Inspector for Z�i� Trusses>35 ft.long or 6 ft: high , " S eel Framin and Connections welded or bolted.. J— 9 Soil Compaction •• • • • • . Precast Attachments' •••••• •• • ••.... Roofing Applications,Lt.Weight.Insul.Conc. ..• •• ••• • • Other .. ..... Note: Only the marked boxes apply. .. .. .... „••,• The'following individual(s)employed by this firm or me is'authorized representative to pes�or>n .• inspection* I. LUISA F. MORENO, P.E. 2. YISEL MANTILLA, E.I. . ...... 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect:graduationfrom an engineering education,program in civil or structural engineering;.. graduation from an architectural education program;successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I(we)will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. L(we);understand that a Special_Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Deparhnent Inspector. All mandatory inspections,as required by the Florida Building Code,must be performed by the Miami'Shores Building Department.Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit,I will submit to the Building Inspector at the time of the final.inspection the completed inspection log form and a sealed statement indicating that;to the best of my;knowledge,belief and professional judg se portions of the project outlined above meet the intent of the Florida Building Code a stanti accordance wi W val plans. Engineer/Architect NV:'.a�t Id 7J;.•�`y�ot Naine ,CESAR A NINO, P.E. and Se /�►� �Q-X11/18 0% Print Date: MAR 2`9 ZOl�=3� Iddress 12225 NW 83RD PL, PARKLAND, FL 33076 • _ • i •* '� 20969 ON • . 8 � . i1 f r Nino & Moreno, Inc. Consulting Engineers- Civil/Structural Engineering and Site Development 12225 NW 83rd Place,Parkland,FL 33076 Ph.(954)340-1409 - (305)906-6085 STRUCTURAL CALCULATIONS Project: 922 NE 91St TERRACE MIAMI SHORES—IMPROVEMENTS N&M # 16061 Address: 922 NE 91St TERRACE MIAMI SHORES, FL Miami-Dade County 0000 Date: 02/03/2017, REV 1: 3/30/2017 • • •••••• .. 0000 000.00 Reference Code: Florida Building Code 2014 •. �" E 0000 . .. 0000. Programs used: �••••• •••• •• 0000 0000 0000.. INDEX 0000.. Chapter •Pages 0000:. . 0000.. LoadsL1lo L-3 ..................... ................_..._......_.............................._._. -........................................................................................... _ _.................. Beam & ConnectionsB-1 to B-10 .................................................._..._._.._..........__....................................._........................__...................................................................................................... FootingsF-1 WallsW-1 to W-9 ' DiaphragD-1 to D-4 S� Licensed Engineer Nino&More-no, Inc. Consulting Engineers#CA-30370 12225 NW 83rd Place, Parkland,FL 33076 Ph. (954) 340-1409 - (305) 906-6085 Copyright©2016 CESAR`A. NINO www.ninomoreno.com ',FL'ORIDA-LICENSE,No. X69305, PROJECT No: 16061 DATE:=` -,1APR,0 3 2017, E Nino & Moreno, Inc. PROJECT NAME q22 r Civil/Structural Engineering-Project Management CALCULATED 8Y CilnA 12225 NW 8310 Place-Parkland,FL 33076-CA 30370 Phone(954)340-1409-www.ninomoreno.com PROJECT NO, SHEET N ............ ..................................... ............. ............. ....... ....... ....... ........... ................ ...... . . . . . . . . . . . . . . . . . ...... . ....... .... .. ........ ....................................!....... ....... ....... ......................... .............. ............... ....... ........... ...... . . . . . . . . . . . ............................... ..................... .............. ....... ....... .............. .......... ............................ .............. ....... .... . ......r. ....... 4'4 .............. ....... ................................... ....... ....... ............ ... ... ... ... ..... .... .... .... .. .... ..................... ............................ .............. ..................... 006 ................................................ ........................................... ....... ..................... ....... �09 :00 dk .......... "091, .............................................. ............. ....... ..... ... ......................... .. 4") .............. .......... ................ ................................................................................ ................ . .............. ..... ............................... ............................ .............. .............. ....................... ...... ....................q.h............ .............. ....... ............... ....... ....... ............................. ......py.,4 ............. .................. ....... ....... ....... .......... .............................. ........................................... Nino & Morpno, inc Consulting Engineers=Civil/Structural Engineering and Site Development PROJECT NAME 922.NE 91 Mrd CALCULATED C DATE 12225 NW 83.Place-Parkland,FL 33076 -v✓ww.rnnomoreno:com Phone:&Fax(454)340-1409-(305),9064085-CA#30371PROJECT NO 16061 . ' .SHEET NO 2 DESIGN WIND PRESSURES COMPONENTS&CLADDING PER ASCE 7-10 LOW RISE SIMPLIFIED PROCEDURE 30.5 Part 2. - Roof slope angle 9= 19' 70 to 270 Mean Roof height h- 15 ft: ..Least hztal.dim- L= 54:ft �`� a• ;' ...... Topographic factor , 1.00 h Adjustment Factor V 1.21 ' a :. • Wind directionality factor. K,= 0.85 ? '..L'1 ...... d .:.. Risk Category. � .... ... ..... " 5 • Basic wind speed ULT V= 175.0 MPH 46'0 ;••• ••••• Basic'wind speed ASD V 135.6 MPH \a,., .... • Exposure. :.: C. •• c • • ` 10%Least Horizontal Direction . 5.4 ft ••••• 0.4h 6 ft ` Hip:Roof•7°Z ��27° t - �.. 4%LeaSt:HarwonW Directiom 2 V! Jt ,r Design Wind Pressure.ps, Roof Walls '; Overhang' psf Zone.1 Zone 2 Zone 3 Zone,4 Zone 5 Zone2 Zone3 Effective Wind Area (ft2} (+) (-) (+} - 0 H (-) {}) (-} H (_) (-} (_). s10 19.1 -30.4' 19:1 -52.8 19.1 -78.0 1.33.2 -35:9 .33.2 .44.3 -61.7 103.8 20 17.4 29.5 17.4 -48.6 17.4 -72.9 31.7 -34.5 . 31:7 41.3. 61.7 -93.7: 50: 15.2 -28.4 15.2 -42:9 15.2. -66.2 29.7 32.5 29.7 -37:4 -61.7 -80:3 :.:. . 100 13.5 -27.5 13,5 .-38.7 13.5 .=61.1 28.2 `-31.0 28.2 -34.5 -61.7. -70:1: 200 . 26.7 -29.511 26.7 1 -31.5 2_500 24`.7 -27.5 24;7 -27.5 'For Vasd=135.6,Exp.B, K&.85;and h=30 ft Design Wtnd Pressure p.= X Ku p,�,ao 'Kd 10.85 ASD Design Wind Pressure p*" Roof Walls. Ovechan psf,` Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Zone2 Zone3 Effective Wind Area (fe) (+) (-) N (-) N H . (+) (-) .. ,,.,N (-) " (-) .. (-) i ? 5510 23 -37 j 23 -64 23 : -94 40 -44 " 40 -54 -75 126 t. 20 2.1 '-.-36 -:21 -59 29 -88 38 -42 38 1 -50 -75 194 50 ..: 18 . 73 18 -52 . 18 -80 36 39 : 36. -45 -75 . -98. 100.r' 16 3 16 . . ,C47 16 =74 34 -38 34 -42 200 •_✓l 32 =36 32 -3$ asoo 30 -33 30 33 "For Vasd=135.6, Exp. C, Kd=0:85;and h=15 ft. Wind Aset,7-10 6 progress=30.5 P2 Printed 12/24/2016 10:52:40 Nino Z Morpno. Inc. . PROJECT NAME 922 NE 91 Consulting Engineers-Civil/Structural Engineering and Site Development. 12225 NW 83,1j Place-Parkldnd,FL 33076 -www.ninornof6no.com CALCULATED BY DATE Phone 8 Fax(954)340-1409=:(305).906-6085 CA#3o37d,.' PROJECT NO 16061 SHEET NO _ - r DESIGN WIND PRESSURES MAIN WIND FORCE RESISTING SYSTEM .PER ASCE 7.10 CHAPTER 28-ENVELOPE PROCEDURE-Part 2 Roof slope angle 8 1.9 deg.. Mean Roof height. h= 45.ft Least hztal.dim L- . 54 ft'.. • Risk'Category. . . . "11 01 . � '•... ; •:•,• ....: .. O • .:Adjustment Factor 1= 1.21 F ...... O . ....• . •••• •• y • •. 'Wind direct.factor • K, 0.85 . Exposure C .. © •. �. Wind speed(ULT) V 175 MPH . • F • Wind speed(ASD): '-V 136 MPH • 10%Least Horizontal Direction -5.4 'fl �� ' : • • �, 0.4h :2.ft o I ..• .,. :' 0 9 •. • 4%Least Horizontal Direction '2161 °' •• •i • • a ft © t C .. Case A Case 6 ti WIND PRESSURES FOR THIS-BUILDING Roof Horizontal Pressures Vertical Pressures Overhangs Rngfe A R: E . D :E F E 19: 47.9 -13:3 31:9 =T.4 -42.3 -29. . -29.5 22.1 -59:3 46.4 REFERENCE'VALUES FOR DIFFERENT ROOF SLOPES AND WIND PARAMETERS ABOVE Roof Horizontal Pressures Vertical Pressures Overhangs Angle A g ,.. C D E F. G H E H 0 to 50 35.3..: -18.3` 23.4 10.9 .42:3 -24.0 -29.5 -18.6 59.3 -46.4 ` 100 39.8. -16:4, 26.4 -9:6 -42.3 -25.9 29.5 -19.9 -59.3 . .-46.4 15" 44.2 14.6-. ' 29'.5': -8.4 -42.3; 27;7 729Z.:.:` 41:1 59.3 -46:4 .200 48.8 ..-12.9 .32.6 -7.1 -42.3 -29.5 49.5:: 759.3 -46.4 v 250 Case 1 44.2 7.1 32.0. 7.3 -19.6 26.8 14:2:' -21.6 -36.6 -31:2 Case 2 0.0 2.3 OA 0.0 . -7.5 -14.5. -2,0 _ -9.3 0.0 0:0 300 to 45'Case'1 39.7. 27.1 31.5 21.7 3:1 -24.0 1.0: 20.6 -14.0..' -15.9 Case 2 39.7' 27.1 31.5 21.7' 15.2 `11.9 13.3-,: -B.S. -14.0 -15.9 Wind ASCE 7=10 in progresswWFRS 28 P2 Printed 02/05/2017 16:15:28 . Nino MorPno, Inc- ' L2PROJECT NAME " OvOl/Structural Engineering=Project management:..., f M5 NW:83rd Place-Parkland.F!33076- CALCULATED BY— ATS CA 30370G Phone(954)340-1409-www.ninomoreno.com PROJECT NO 4606SHEET.NO.��'_ .. .. 3 : ::...:.....: ...::.: r..... ..... ... .... .. '• • . • *o- 400404 . . : •...• 00 u C.. G2 K .... ......... ......: ....... 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J .. :... ,. .:... �: .. L' 'Pr: ctryu,� .:.. 1 .,.. �... ... �1 : ...>� .. . q ....... k..3'2... :. ... ... .....: ...:d:. .. . .. .......................... ..., .. .. .....: Nino & Moreno, Inc PROJECT NAME ?2. Civil/Structural Engineering-Project Management n 12225 NW&W Place-Parkland,Ft 33076-CA 30370: CALCULATED:eY��� A - r Phone(954)340-1409-www.ninomde6nd.com. PROJECT M V .� �'HEET:NO- yi ^j] .:...............:.....:....... •+i , 3 r. 0 . ..:..Y •i •.i ....• 0699 t t. .:i . i..: • 1 �.... .� zZ .:D Q .C . .. -43 n..r► . • �f l� ........: ........................:.... ............... :...:..:... ...:... .. ::... .�..�3 ..,.x . 3..... :.... :..::1. . ....:.:. 2 .. :a . ...... ::::.: :: :.:. . �.... :... . .....: . .. ....... : .:..:....... :. ...:: ...:.:.. �. ?:z► .,k ..�:.......::. . .: .... ........ ...... . .. .. < :::. .i ,,:.. :.. .. ...... : 15( ...... ....... r72� X:« .. .:. ?r�: 3.. r75: �.. �..:... .... .. .. Nino & Moreno,.ina. PROJECT NAME �. Civil/Structural Engineering Project Management 12225 NW 83ro Place-Parkland,FL 33076-CA 30370 CALCULATED8Y BATF ;Phone'(954)3401`409-www.ninomoreno.com PROJECT NO 760 1 SHEET..NO (3 .: : ..::.........:...... 3 �r .. t t. : . > �- ; ` .. . I :: �5 ::.., ; xc , -r--^ • ••�• •R • :.... :.. ..::. O% f 1 :. D,2 ....... ....... .f). .......•.•1 ..•w1:• ...•r•• ••:•• : wr•w.: •}•• • .... :..: 1 . , . • • • ...i . :.. `�# 14 Cc ::. �.. :. ?�: .... .... �...... ..� _ . ' �� ....... ................. �t5 ... :... . . ::. .. � .:.. . Nino & Moreno, If"c. PROJECT NAME Civil/Structural Engineering-Project Management- 12225 NW 83rd Place-Parkland.FL 33076-CA 30370. Phone(954)340-1409-www,ninomoreno:com PROJECT NO �6r SHEET.NO- P 1 r` Com, :.. .. � [_ •• K_ •tcs 'fit . :.. . ::... ...w... • � K • ..:... . L 37 t( �f :..... .. ... c Nino & Morpno, Inc. PROJECT NAME Civil/Structural Engineering !Project Management C/ 12225 NW 83,0 Place—Parkland,FL 33076 CA 30370 CALCULATED8Y 6 BATF Phone(954)340-1409=www.ninomoreno.com PROJECT NO- 'G�- f SHEET NO : ✓Led . -5 ......... o')}. ...... ...: U Y2K .. ::. .... :.:.. .......... :.. ...... ..... ... ... .. i. 11 Jll 1 .r :.:::...:........ ... ..... . ..:.:.>.......... .. -.. .......i..::...:.. ::-.:.. ...::.. :.:... ... •• : .... .ly ... . . ... .?... .. .� ° � �' ...... _ t y . C: .. ... ... Iz t 22 ' c :. Nino 8� MOMoreno, Inc. PROJECT NAME. titf f . .Civil/Structural En`•neenn -Pro ect Mana ement 1'. _. . 9 } /� n ML NW 83ro Place-Parkland.FL 33076-CA 30370. CALCULATED BY l A Phone(954)340-1409-www.ninomoreno.com PROJECT NO !`d 6 LSHEET N0. 11`5 • i i i .. t f� is .. . (�• T • • • • '• •••• • a •t •• .. • 7; U• ...... ..........:.. ..... ...•••�•••� •`,rr••• ;...�.+iii' •. .a. � .. .. D ./::t ". 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PROJECT'NAME I, zZ i` Civil/Structural Ern ineerin Project Management 9- 1CALCULATED 8Y ATE- 12225 NW 83rd Place-Parkland,FL 33076-.CA 30370. n Phone:(954)340-1404-www.ninomoreno:com pRQ,ECT.NO ��' ` --MEET N0._tL--- /`. l- ri�Yl✓?'?.� r `a f�...... ./..........�.....:........::.,. � ... ..:::.:.. .:. •• f `/ Q/ / rn :.....un lv zf;.: ,..... � 009446 :.. 9 ••r ... ..•. ..}.. •. .......... ......... ....... r • s1 ......„. • ••• • i•• woo • :•, «• u ... ... ... ... . .. !" l".., .. :..:....::........::......`:..: ::..l.l... ..... :.. .� : .. . . ....:.: ... ... '--Nino MOfPf'10 It'1C: - � PROJECT NAME 922 � +'sr Civil/Structural Engineering Project Management 12225 NW 83m,Place-Parkland.FL 33076-.CA 30370' CALCULATED.By nA Phone(954):340-1409 wwW.ninomoreho.6om .PROJECT NO '`06 :1 SHEET NO `h TTsr . .T.lr�'" '�""L tua h.. �l+TSG GCc r cv S C,�tr d ...._...._... � r '? t`� �3�-�. �, 't 7 C l•, 'c /' v+�T.. :... • h}l {t .............................. :!`.. i ,. :. :........ .. • Q �. �.. .... . I. n X48... • :. ..., . ..•.r �•......: .�«�.. .�• .....:rte+' � �o 171 � - :.. ....if..... ....... ....... I.:........ e -1,.t8 3?y` :. %5:... . '"�. .. ✓1• f�rYCr�....U!:. . r7C .�(.. .. �ff'1.......... . .. r1 " .�r�,>r, r�. Ike . i �r<� . ... ��. iu�s�c�re •C�rah. ..... Nino Moreno. f 1C. -PROJECT NAME g ZZ /y ell 5r 7e ' Ovil4tructural Engineering Project Management CALCULATED BY— SATE 12225 NW 83 Place-Parkland,Ft 33076-CA'30370. Phone(954)340-1409-~.m.ninomoreno.com PROJECT NO-- '14,�. SHEET NO _2 ....... .....:: ..... :........ .....a . . .. ...................... ....... �.:. 3c�.. !` :... ....... ..r.. .:..:. P � .. at .. .. . . ..... ._.. c • ............. ♦••• ,Y • ,,,-• • gig .......... . ..........:.>. . i •a �'/)`' i • • ivvwo :. :. ::... ............ o 44 . c� .. .. ••....... . ..... . ....... .:...:....... . : : A „ DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY . The National Concrete Masonry Association Brick Industry Association Masonry 7.1 Western States Clay Product Association International.Code Council (Release 7.1.0)" IT det:..16061Name: 922 NE 91at opic: Wall 1Dater02/03!2017Pager d'.ChkCN Reinforced Vllall interaction DiagramUsing the 2011 MSJC'Strength Desigrr CodeMasonry Unit Size=8.in. (Partially grouter)Reinforcement Spacing 48.00 in. fy=60.00 ksi. frr = 1;500:psi, As 0.310 sq:in. x=3.813 in. .H = 108.0 in.(9:000Axial Compression,_Pu(Ibs/fit)4000036000 32000 28000 jj 24000200001600012000 8000 4000 04000 -8000-5000. 4000 -3000 20001000 "0 1000 . 2000: ` 3000 4000 5000'Total Moment,.Mu:(Ib-ftfft); M DESIGN SYSTEM FOR CONCRETE AND.CLAY MASONRY ., The National Concrete Masonry Association Brick Industry Association Masonry 7;1 . Western States Clay Product Association international Code Council (Release7a 0) Pdct_ 16061 Name: 922 NE 91st Topic:Wall 1 Date. 02/03/2017 Page: Chkd:,.CN Design of a Reinforced MasonryWall withOut-of-Plane,Loads Using the 2011 MSJC'Strength Design Code: Material and Construction Data. 8 in. CMU, Partial grout,running bond. Wall Weight=41.03 psf Type M Masonry cement/Air-entrained PCL Mortar, Coarse Grout CMU Density= 115:0 pcf- fm=1500.psi(Specified).. Em=900fm=.1',350,000 psi Wall Design Details Thickness=7.625 in: Height= 108 0 in.. (Simply Supported Wall, Effective height H) .... x 3.813 in, . •...�.. #5 Bars, Fy=60,000 ...... •,,• Reinforcement Spacing:=48.00 in..On-Center •••' .: Effective Width=48.00 in.. .. • . •• .... ..0400 Wall Design:Section Properties •• so.** :4040.. • ooeoo oeoeoo Ao=40.64 in2 per foot width ••,• .• So=:87.09 in3 per foot width' • •• • • 4040 4040 4040. Io=332.0 in4 per foot width •' • • rp=.2.858 in •oo o6o 6 . • 4040: :4040 Wall Average Section Properties Aa„g=49.62 int per foot width lag 35.1.7 in4 per foot Width . r 2.661 in avg— Design Calculations: Specified Section Forces Section Design Forces Used Vu= 190.0.lb/ft(Specified)': , 4040 MLu=`8,170 Iii-inJft(Specified) Pu=940.0 lb/ft at e=2.000 in(Specified) Wall Axial Design Data. 4040 {:. Pu max:=32,170 lbstft`(Code Equation 3-17 or 3-18), Maximum Permitted Axial Load for Combination D+.0.75L+0.525Qe= 12,260 lbs/ft(MSJC 3.3:3.5:1)` P at the bottom of the wall-for.this combination 0. lbsht Nino & NAbrL=r10, lnr-. RROJECT NAME ' Ic c22 N l Civil/Structural Engineering-Project Management CALCULATED BY G/V DATE_ 12225 NW 83rd Place-Parkland,Fl.33076 CA 30370 Phone(954)340-1,409'-www.ninomoreno.com PROJECT NO SHEET NO .f 13...E :... ..... .., �. . . .. . ....... . ..... ... �. ... .... :-.o`1: . .:..:::. .. ...:. ....... ;:..6 ...:�- ' ...:.QC �.::.:. . �.. •• vi 4i ... ............ . .. ... ...... ... ... ... :...........................:......:............................................:......i......:i:......i,....,:i....:.i:.... . :...: ....... ... .......:... ........ ..:......�.:...:.:... ....... ... .. ... .... `:..... .. DESIGN SYSTEM FOR CONCRETE AND-CLAY MASONRY MASO N RY The National Concrete Masonry Association Brick Industry Association Masonry 7.1 Westem States Clay Product Association International Code Council (Release 7.1.0) Prjct: 16061 Name: 922 NE 91st Topic: Wall 2 ate:02/03/2017 Page: �Chkd:CN . Design of a Reinforced Masonry Wall with Out-of=Plane Loads Using the 2011 MSJC Strength Design Code Material and Construction Data 8<in. CMU, Partial grout, running;bond Wall Weight=80.35 psf Type M Masonrycement/Air-entrained.PCL Mortar, Coarse Grout CMU Density= 115.0 pcf fm=1.500 psi(Specked) Em=900Pm:=:1,350,000 psi Wall Design Details:-.. Thickness=7.625 in. Height.=98.00 in. (Simply Supported Wall,:Effective height= H) • x=::3.813 in.:: '••. �. ... ...... . #5 Bars, FY 60,000. i•..' Reinforcement Spacing=_8.000 in:On-Center sees Effective Width 8.000 in.-. • . -so oboes - ...... 0000 • :. • Wall Design Section Properties , . . ':0000. Ao=:91.50 int perfoot width •�... .. . • .: •.• • So=116:3 0 per'foot width .. �' . :. .:• 0 0 00:. ... • io=443:3 in4 per foot width; , .. 0000.: ro=2:201 an . .. • Wall Average Section Properties.. Aavg=91.50 in2 per foot width la vg=443.3 M4.per_foot width ravg=.2.201 in Design Calculations:Specified'.Section Forces Section Design Forces Used Vu:=400:0 lb/ft(Specified) „ MLu=:800.0 Ib-in./ft(Specified). Pu 7,01`0 Ib/ft at e=2.000 in(Specified) Wail Axial Design Data Pu max=71,060 lbs/ft (Code'Equabon 3-17 or 3-18) 0000 . Maximum Permitted Axial Load for Combination D+0:75L+0525Qe -7,474 lbs/ft(MSJC 3.3.3:5.1) P at the bottom of the wall for this combination:0: Ibs/ft THE MAXIMUM VALUE HAS BEEN EXCEEDED: DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY` •. The National Concrete Masonry Association Brick Industry Association Masonry 7.1 Western States Clay Product Association International Code Council (Release 7a:0) FOPI,cM t: 16061 Name: 922 NE 91st ic:Wall'2` . Date: 02!03/2017 ' Page:: Chkd:;;CN Wall Flexural Design Data As Required=O: sq:in. in each grouted cell As Provided=.0:310 sq.in.: .. Rhomin.=0 Wall Flexural Capacity with Specified Steel a_= 1..919 in. d'-3.813 in. Mn=78,850 lb-in/ft .. •....' ...... . Mn available=0.900(78,850) 70,970 lb-in/ft(5,914 Ib-ft/ft) . . • • • . • fr=153;0 psi. ...... l r-443.3 in /ft .. Shear Design Data .. .. .:.. :. ......:. Vn max=.14,180 lbs/ft(Section 3.3.4.1 2) •••••• •• Vnm=:9,726 lbs/ft(Section.3.3:4:1.2:1). Maximum available Vu is the lesser of" • '• ....... Vu max-0.800(14;180).= 11,340 Ibslft'. . Vu max=0.800(9;726'+0:)='7,781 lbs/ft'CONTROLS (Note:Vns= 0 for walls with out of-plane loading.) Service Load Deflection Limitations(MSJC 3.3:5.4) Maximum permitted service,load deflection_=.0,007(H):='0,007(98.00) 0.686 in Maximum.servi66 load deflection=0. in Load combination with maximum deflection': D Development and,Splice Lengths for,Longitudinal Reinforcement K=3:5000 in.. Required Development Length: la= :22.48 in. Required Lap Splice Length.= 22.48 in. .(Cannot be reduced MSJC 2:1.7:7:1;2) Some codes may require epoxy-coated reinforcement to have longer development and'splice lengths. • ,� DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRYI' The Natlonet Concrete Masonry Association Brick Industry Association: Masonry 7.1 Western States Clay Product Association International Code Council (Release 7.1.0) f Pdct: 16061 ' [bate: ame: 922 NE 91st :Topic: Wall 2 02/03/2017Page:. hkd:CN . Reinforced Wall Interaction Diagram Using the 2011 MSJC Strength Design Code, Masonry Unit Size=`8'in. (Partially grouted) . Reinforcement Spacing.' 8.000 in: fy=60.00 ksi Orn = 1500 psi'. As=0.310 sq.in. x=3.913 in. H=`98.00 in. (8.166 ft) Axial Compression, PU (lbs/ft).. 60000 .72000 64000 56000 Y ------ 4800.0 40000 32000 24000 V'. 16000 8000 -8000 -16000 -24000 -32000 3200 -8000 ' :=6400 .. '-4800_' -3200 -.1600, ,0 1600 4800 6400. 8000 ' :Total Moment,Mu (lb-fVft) Nino & MorPno, inC. PROJECT NAME qZ2 C 9,,r Civil/Structural Engineering=Projecf Manogement. CALCULATED BY DA IF 12225 NW 83�a Place-Parkland,Ft 33076 CA 30370 Phone(954)340-1409-www.ninorioreno.com PROJECT NO- M 06 .. SHEET.NO` ' .... ... :_... . .:._ :... P......... y . ;. . :.. 5144 '�.2 .;.. ..;.. .L:S� .. cl :... .:......... ........ .....:.... ......... .. ., ....... .:::.. :.....,::.. ... . .. i•i :00.. 4•••` ' i •N•• J. r ••�••• • • • • • r l • . .. :..... :......:.......::.: _ .. 9Z ` �. : 3 :. .::'77.. 6�..,.... Nino'&.Moreno, Inc: PROJECT NAME. Ciwl/Structyral Engineenng=Project Manggemerit: �t f ` 12225 NW 83<d Place-PoMand,fl 33076=.CA'3o370 CALCULATED :BY� 4- nATE Phone(954)340 1;409-www.ninomoreno.com PROJECT N0 66aL4HEET N0: ....:..::. ..: .:. ..... Ilk .... .. ....... ... ... -•-�-+ � : .�.: ................. W t' .. .�, . �..... .. ...................... :�� •• .. • ....: i h ....... .. d� ::,: . .....q::.. :..... ... .. ... ..::f2 .... :.. ::. % :... ..: ,� ... R • . ...... ij: Lcr'v,. .. .: .. ; ;..; •;C/ .�,2;.kv� ..:.. .: .... _:. �, r...,.: ��� ......1�re ,:..vim'?...... < 1 5 �1- - ... � 1 10 © . rte: .:....... :....oto.:....:. .0 ::..... :. .�J i "Row. ....7.1 °.... 10�.1^�evY tr' �... .::<t�.: r:. r�...... i.. c?'► ...^ jot .. .. .. ... ............... Ud `. j G NiniD 8� Moreno; inC. PROJECT`NAME Ci%AI/Structural Engineering-Project Management CALCULATEBY �`� nTEA 12225 NW 83rd Place Porldand,FL 33076-CA 30370. . A Phone(954)340-1409 PROJECT N0 �G�6 ----SHEET NO -2 ..:.: .. . ! .' .. ... . i. .: .. .... a � - - !• err. • i•• •�. • .. : : .. (J \.. •••••• • ••. ................ .... .. . .....•. ...,.... . I, -6 k . .. .. 2 � ....... 1 r: :.....:.:.......:..:....::......:...... .... ... .. ) .s s CQ 'o Ago 00 0 0 All go 41 All 00 m rear xss rear ai - - K 11 ai YBO�C WQIW.IIW M]DIMS INA OIMMY I I 1 �� 1i 1 I 0a6pq�.M.C,111i10Jr MSi➢Ipl ILL MRSI010 YOa 1[1� 'I I - � I i .. a.Ucn��MiT alms m tS mwsx¢anw ai n[ ' � }I 00 m)E1 MJ®0:MOOIT tOs d IIr mSOSI {j I I, . .1 11Q! 11 ylyT.p I . m. KAM III ww WW-TIP G' ' faila4t MR IK ss W. talo ma e°`txsvwisa 1.1 L Mrs U n ru MW bull"Isvift or DEM PANEM OF ME - .�- a,lrpoorLAM '� Of1D Id0 DAF.. f .fart. I ,. 1 ` I.I.. .. .. mm..ws urs .. ID rSL, � 1 I ,1 ,�'t s I i IrI rico mor Mas , 1 oMnwo xs- . - � l i •-I 1 _- ,I- IOMt IMV' SI IX 1 � . 1 m' Fw"wfnItlF7E Glr.l W.WTIt�. I lWN t>r xepsceruL it .. .tV•�.� ... - --- --=_ ---- w .-. 00610Nit M f .rte ill L ��T a - 1.Mrood cram rMust 'Msl l9 1am1 no(d IN wa!l • .. ... MI Ile (h Q 1. OSYN.WD IEY VNIS . .. :Q Ir OL TV.. 2'IW COMM J-r fx WMM x Sf iN?1 ws, -I.,,lo MmeD .m 2 ROOF PIAN w ) Nino & Moreno, Inc.. PROJECT NAME ( Z � /�� Civil/Structural Engineering-Project Management �`M " 12225 NW$3rd Place Parkland,Ft 33074-GA 30370 CALCULATED BY n A� Phone(954)340 1409 www ninomoreno.com PROJECT NO 1606 t SHEET N — _. .......... ...... :.. .:_.. ........ �z:phi ::,::� ��.� .,: . ......... -:. Ute. .. ::..: � ...... . .... :.... . :... Lll �^ '..'.. F. � XG ••t• r....•.��.t/ i�•i : . w �5 «.�• ..... :• *0000, •v4••• i ...:•• • e .... ,... .: .. - ... 1:.. !••!.. r r•c YZ^R! ,:J5. .•"••'''Q.,!,."]: ...::.. ......: ....rr.... Ic ' + MIAMI-DADE WILWI—DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .rww miamidade.eov/econamv Eco Window Systems,LLC 9114 NW 106 Street 1 Medley,FL 33178 6 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-D'ade 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 jurisd4t qi* RER •• reserves the right to revoke this acceptance, if it is determined by Miami-Dade Counly Product ffontrol ••0• Section that this product or material fails to meet the requirements of the applicable-l9wt4i1ng coda,.' : 660e:0 This product is approved as described herein, and has been designed to comply with the Florida•Buildin$6 6 0. + 6666 6. . . Code, including the High Velocity Hurricane Zone. •. • 0 4 DESCRIPTION: Series"Eco-Guard 50"Aluminum Single Hung Window-W". ...6 09060• + APPROVAL DOCUMENT: Drawing No. W12-40, titled "Eco-Guard Series*•Alum.*I-H. Wdv4 0.0 e. (L.M.I.)", sheets 01 through 04'of 04, dated 07/18/12, with revision "A" dated :1?Z :4, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-D�de CQtAty,,troduat•••• Control Section Revision stamp with the Notice of Acceptance number and expaatieA date bye the Miamt 0.0 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 revises NOA No. 12-0820.08 and consists of this page 1 and evidence pages E-1 and 1,2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. r NOA No. 14-1212.02 MIAMI•DADE COUNTY Expiration Date: November 21,2017 4 Z 1J Approval Date: Apri102,2015 Page I 1 f , 3' i Eco Window Systems, LLC. i NOTICE OF ACCEPTANCE: EVIDENCE.SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12r40, titled "Eco-Guard Series-50 Alum. S.H. Wdw. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, with revision "A" dated 11/25/14, 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 per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 .... 6) Forced Entry Test, Type"A-A"Window,grade 10, L•gvqj�1!V 1 ...... 1 per ASTM F 588-07 and per FBC 2411 3.�4 IIAS 203-94. .' 7) Standard Test Methods for Deglazing Force teFenestrati;r; •••••• Products per ASTM E 987-88 (2009) ...... 8) Standard Test Methods for Determinatioregt Weratir g FArige of •• •• Sliding Windows and Doors per ASTM E.2968-00 (200,8,).. ..:..' along with marked--up drawings and installation diagram of estngle heh windowt... prepared by Fenestration Testing Laboratory, Inc., Test Re jdrNM. PTL-6951, dated•, . . ...... 07/02/12, signed and sealed by Marlin D. Brinson, P. E. •••••• (Submitted under previous NOA IV& 12-0820.08) ' ' •'.... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51' Edition (2014), dated 11/18/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. c 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). t f• Jaime D.Gasco P.E. Product Control Section Supervisor NOA No. 14-1212.02 Expiration Date: November 21,2017 Approval Date: April 02,2015 E—1 0 ffEM / PART M REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS g t E51 I FRAME HEAD 6063-TG (� 1 _ N 2 E52 1 FRAME SILL _- 6063-T6 - '3 E53 7 FRAME JAMB 6063 0 „ ZZ� e.. __ O J 4 4 E54 1 FIXED MTC. RAIL 608J-TB 5 --- ESS 1 VENT TOP RAIL 6063-TG _ 0 ;o 6 J E56 _ - --1--- VENT BOTTOM RAIL 5063— T5 u 7 E57 2 VENT SID RAIL 6063 8 E58 AS REOD. GLAZING BEAD(5/16-,LAM.GLASS) 6063-T6 - 0 b Q 9 E59 2/VENT SASH S10P 6063_T5 12 X203P2/VENT SWFFP LATCH ZAMAK SULLIVAN h ASSOC. Or p W AI 17A I8 X 5/8' 2/LATCH LATCH INSL SCREWS T ST.STEEL FH SMS O.3 n G ITT QFY-113 2/VLNT SPRING LOADED IATCH 6063-TG ALTERNATE 10 SWEEP LATCH IATCH IATCH SPRING ST. STEEL th a MI,WI-DARE COUNTY TYPICAL ANCHORS 14 IB% 1' AS REDD. FRAME k VENT ASSEMBLY SCREWS ^CRSPH SMS APPROVED MULLION- SEE ELEV. FOR SPACING -- Q W SEE SEPARATE.NOA 15 [207 AS REOD. BOTTOM RAN.SEAL-SERIES 101 NEOPRENE ULIRAFAB -- -+ 16NTOPREN - E203_ AS REOD. GLAZING BEAD BULB _ SAE ULTW6AB W23181 AS REDO. FIN SEAL VISTRIPPING UL7HAFAD _ 2 VENT BLOCK AND TACKLE BALANCE _. _ I I i 2O _ / -- rn 11 - - N 1 - 21 / NYLON _ - I 1 — - E60 2 VENT SA56 C� m 5/1 CR - OPTIONAI � X SCREEN _- _ U) m 232/LITE SETTING BLOCK EPDM DUROMETER 8515 SHORE A I1- _ I LII W }W >-ftca Ld L-__J X13 mn w•C)- Y_ WWIOOW WIDTH W1n0oW WIDTH � Z tJi m I W n TYPICAL ANCHORS I J v SEE ELEV. FOR SPACING o U , UJL1.Irn� k' (D) 1/4'MAX. 'BY1/4'AW(. 1/-MAXSHIMS WOOD DUCKS SI DM VENT)IIOTH - ANCHORS- TYPICAL ANCHORS c n IB --_ 7 - 20 P FSEE ELEV.ORTYPICSPAC AL / FPANG SEE ELEV - OR SCI LNG _. _ uW METAL m8 O --' —�` •• • • • W NRUCIIIRE • ;-� ST ' r Oi _ ..___-.. • • • • • • �C •• • • • •• EXTERIOR m - 14 3 o Engr.JAVAD NMAD PRODIICTREVISED D.L OPG. • •• '• •, ••• • • CIVIL to a plYin with Th.Florida I i - • • •_ FIA.PE/70592 Duildin Coda $ - • • • • • CA.N.35 R I IL ii o • • — �—• • • • Ac"...No WINDOW WIDTH _ • • • • • • • •• • • Caor.a^Ln D41e 17 $ o 000 201 Mianl c I Browing no. j W12-40� sheel 3of 4 • • • • • • • • • • 1 ••• 0 • • 000 • • 4 0 2.183 I _•_JN � -.062 TYR Y LL Q F v 1.344 .531 2.1 J3 -�--t_ .067 Z � 6 I f g u 0 FRAME HEAD --- .875 ---2.687 / Q G p M --I .O- 6-IL FRAME JAMB Q(40 2 -_615 lJ 0 yah�O .324 I. IYP. LL Z VI 1.094 i—I Oso Q W el f �u - czl c—e15 —' .062 06, FIX. MEETING RAIL LJ GLAZING BEAO U VENT TOP CORNER c5 J 1 D;A -1.203- - S m _ - .6zs .056 1. TMP• —1 1 FRAME TOP CORNER .050 TYI'. _ 1.750 --� co I4 aI r � b2y S W 0 o", .875 �.o6z O VENT SIDE RAIL w ^-1 n Z_ 1 f U VENT TOP RAIL 14 a z}n - r,9751 0 V'o Z! 1.695—� � w W rng F .062 '•0,16 � �� L_ ) .62V2, 0561.869 N,.11YP. SASH 570Ple1.247 °ul `) VENT BOTTOM RAIL 1.445 1.254 _ I• VENT BOTTOM CORNER "c 0711 • • • • • • •• r 0 �_!__ - • •• 4 • • • n_o -2.259--- • • • ••• • `o� - • • • • • • • • .963 •• ••• • • • • •• ""— i t 786 \ SPRING LOADED LATCH FRAME BOTTOM CORNER En91 JAVAO AHMAD PRODI)CTREVISED _T - .062 - _ • ••• • ••• • • fU.PE r 70592 ^t-'plying with the Flmlde 2.448 T • • • • • • • • C.AN.3538 Building C.,de • • ••• • • • • Ampl.,c Nol4_._ Eznirwiun OAtc 17 V e 056 • •• • • • • • • `` i c.___ -- �F----2.357-- . ..,,f x�c e1� drow�ng no. , w112-4o ••• • • • • ••• • • sheet 4 0l 4 FRAME SII L • • • • • • • • • • • • •• •• • • • •• •• \\ u � IBY TYPICAL ANCHORS TYPICAL ANCHORS 2BY` ODD BUCK w WOOD DUCK -SEE ELEV. SEE ELEV. - OR g _ FOR SPACING FOR SPACING r WOOD ST TURE I NIMIAMI-DADE COUNTY APPROVED Ij .a, °: • META. 11MULLION Qc MULLION ANCHORS '•A ?OGE_DIST., a I I I i Z —< •4 • r— 4 s kEDGE STRUCTURE ISF.E SEPARATE NOA NEDGESTEDGEL DJ& t DIST. 0(//�C) �. OG nLL TYPICAL.ANCHOSE RS TYPICAL ANCHORS W SEE ELEV. G d Q G ~ FOR E PACING FOR SPACING x y W 0 C J IL E In P- 6 WOOD BUCKS AND METAL STRUCTURE NO'f BY LCO WDW. � — -"-� MUST SUSTAIN LOADS IMPOSED BY CW.ING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. f (j o Jvi i TYPIC AL-ANCIIORS: SEF. FIF.V,FOR SPACING 3 OPTONAL TO 1/4" DIA, TAPCON BY 'DW' (Fu-125 KSI,Fy-100 KSQ i : o ------ 12 SPRING LATCH1/4" DIA ULTRACON BY 'ELC (Fu-177 KSI,Fy=155 KSI) ? F- — INTO 2BY WOOD BUCKS OR WOOD STRUCTURES }w LL = a ® 1-1/2" MIN. PENETRATION INTO W000 v 3:in� O THRU 1BY BUCKS INTO CONC. OR MASONRY 00- t0 a ��13 1+ w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 4 t x W 3 Z W 0 k I DIRECTLY INTO CONC. OR MASONRY �, 3 W i 1e 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O a R /4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) V�W mo INTO,METAL STRUCTURES I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) t I ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) w (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o i Jo' 14 SUS OR SELF DRILLING SCREWS (GRADE 2 CRs) a 0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") o w (NO SHIM SPACE) vui a TMCAL EDGE DISTANCE ry 13 INTO CONCRETE AND MASONRY = 2-1/2" MIN. N •• ••• • • • • INTO yV00D STRUCTURE = 1- MIN. 16 • • • • • • • IRNTS METAL STRUCTURE = 3/4" MIN. o o 13A • •• • • • • ••• • mot 1 • • • • • • • •WOOD,+T HEAD, SILL OR JAMBS SG - 0.55 MIN. O 22 t9 •• ••• •• • • •COWAtETE AT HEAD, SILL OR JAMBS Cc - 3000 PSI MIN. — ==—D � C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. nl . En9r.JAVAD AHMAD o CML PRODUCT REVISED ; 3 v FNA PE 170592 mw—plying with NN Florid. ^o 3 • ••• • ••• • • C.A.N.3538 " _ • • • • • • • • - _ Bu:ldul Coft 8. AA M 3 a o • • • • • • • ••' • • r 0 ° - n • *00 SRLANT• • • •s• • g)'/^ T '1� drawing no. E� 2014 Mi— e ° n ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W12-4O� • 3/4'LONG WEEP NOTCH JOINT SEALER. s_heel 2 of 4 - AT EACH END 000 •_, • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - YSFV W 53 t/8' o FLANGE DIMS. 5/16'IAM.CLASS WINDOW WIDTH N WIDTH HEIGHT EXT.(+) INT.(-) Z • i 19-1/8• 55.0 60.0 47 3/4' Q kms' 26-1/2- 26" 55.0 60.0 O.L.O. (FIX. LITE) �:yj a 37• 55.0 60.0__ IL �IL 44' (4) ss.0__. ._-60.0 10 1/2" 5 1/2'MAX. MAX. _ In a. �V 53-1/6' 55.0 60.0 1/B'ANN. C10.S$ HEAD IIEAD I�+ mw 19-1/8' 55.0 60.0_ CORNERS ({ ) $d� �, 26-1/2' 55.0 60.0 ,090" InWldyer 1 -- U V 0 3T 38-3/8. 55.0 60.0 Soflex Cleor And Color Gloss -- ----_---'-�'-�-- - ----- - (4) -- --" By`cost-Chemical Co! W --- p Q qq" 55.0 60.0 CfG IL 53-1/8" 55.0 60.0 1/8'ANN.GLASS G 19-1/8" 55.0 60.0 Y 26-1/7- _ 55.0 600 SILICONE = N O \'/ LL Zt�- �, 37" 50-5/8 _ 55.0___._0.0 z DOW 899 o `t \ m J 2 g WJ I 44' (5) 5- 60.0 2 Irl �" / Q W f F 53-1/8" 55.0 60.0 19-1/8' S5.0 00.0 26-1/2' 55.0 60.0 - 3 �o i 3Y 55.0 60.0 q4" (6) 55.0 60.0 z N O ___ I+._ II o 0 53-1/8' 55.0 60.0 8 n d j; C 19-1/b' 60.0 \ 19 23 �w�-- 26-1/2' 76- "-55.0_. _.60.0 }W 37• (g) 55.0 _60.0_ G[,AZ1NG D_TAIL NO ANCHORS AT SILL V)Ij co W 44' 55.0 60.0 FALSE MUNTINS m (SURFACE APPLIED) I N M • NO. IN PARENTHESIS INDICATE N0.OF OPTIONAL 47 3/4- .1 O o M 'n ANCHORS PER JAMD. D.L.O. (VENT) `t 'n II"iI Z_ U. 50 1/8' Zc a VENT WIDTHc�1s 0 a .^.. U C3 TYPICAL ELEVATION --� ECO-GUARD SERiF,S-,'i0 TESTED UNITS AIUMI UM SINGLE HUNG WINDOW m, DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I i CHARTS SHOWN ABOVE. ani APPROVAL APPLIES TO SINGLE UNITS.OR SIDE BY SIDE cc o COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER $31 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING m 3 _ MIAMI-DADS COUNTY APPROVED MULLIONS IN BETWEEN. I LOWER DESIGN PRESSURE FROM WIgDDWj i•MULLION APPROVAL • c m�' WILL APPLY TO ENTIRE SYSTEM. • • • • • • • • .00 •, a o n THIS PRODUCT HAS BEEN DESIGNED ARIqq TESI d"TO•COMPOS WI*t T}IC•• • c�. REQUIREMENTS.OF THE FLORIDA BUIEVI% CQDJ=NCf02IAC AGH•VELOCIT� • - - --" HURRICANE ZONE(KVHZ). • • • • •• THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.I -� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REOUIRFD. LOADS TO THE STRUCTURE. Figr:JAVAAHANO CmL PRODUCTREVISED 1 1 3 I ANCHORS SHALL BE AS LISTED,SPACEEPAS•SHOWN•ON DET&W*ANCHORS• • FLA.PE B 70592 0--my,n6 with the Florida $ 3 EMBEDMENT TO BASE MATERIAL SH4L BE•BEYOND MALL DRESSIOG OR SFUCGO.• • C.A.N. 38 Baildin8 Cmle .. S • • ••• • • • AottPta c No I 12f2.02 9 II ANCHORING OR LOADING CONDITION NOTITSHOV4 14 THESE qPETA,LS•ARe•• • • F?xpirn NOTE: NOT PART OF THIS APPROVAL.• •• • • • • • • GLASS CAPACITIES ON THIS SHEET ARE v BASED ON ASTM E1300-09 (3 SEC. GUSTS) A LOAD DURATION INCREASE IS USED W UFSIGN OF ANeHORS•INTO W0db04LY. • 2011 D`lm )whtvil.., drowg no.l ucOMn� '-� m AND FLORIDA BUILDING COMMISSION MATERIALS INCLUDING BUT NOT LIMITED TO STL'CL/METAL SCREWS, THAT W12-40 j DECLARATORY STATEMENT DCA05-OEC-719 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA D O heel 1 of 4 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • • r Eco Window Systems,LLC. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED y 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 06/19/14,expiring on 05/21/16. F. STATEMENTS 1: Statement letter of conformance, complying with FBC 51h Edition (2014}, and of no financial interest, dated November 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. ' 2. Laboratory compliance letter for Test Report No. FTLr6951, issued by Fenestration Testing Laboratory,Inc., dated 07/02/12, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOANo.12--0820.08) sees i G. OTHERS 1. Notice of Acceptance No. 12-0820.08, issued to Eco Window 99fems, LV*C for their•• • Series "ECO-Guard 50" Aluminum Single Hung Window;.*T:.V1.1.;ejpproved onsee: 11/21/12 and expiring on 11/21/17. sees •• sees* 00 00 0000 000060 0 000000 . 0 . . . . ...... . . . . ...... r a A�. Jaime D.Gascon, :E. Product Control Section Supervisor NOA No. 14-1212.02 G Expiration Date: November 21,2017 Approval-Date: April 02,2015 E-2 SEEM M IAM 1•DADE 1111AAII--DADE COUNTY,FLORIDA NOW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599, NOTICE OF ACCEPTANCE (NOA) ww�vminmidndcgovtceonomy Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).' This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for duality 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'PPo%lct Control Section that this product or material fails to meet the requirements of the applkiijrfe tuildingcode. •"•;• This product is approved as described herein, and has been designed to comply witjL� ,�torida• t+3ng ••• ; Code,including the High Velocity Hurricane Zone. ••.... 0 • DESCRIPTION: Series"ECO-Guard Clipped"Aluminum Tube Mullion--L.nf.o••• :00 :•••'; APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum TuoiWfullion"o•sheets 01 • through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, pLAftgd by A l-lrarooq •• ••• Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade CougtW,,Product ontrol Section Approval stamp with the Notice of Acceptance number and Approval dale ey ;lie Miami-.Dade •• ...... ...... County Product Control Section. ••• MISSILE IMPACT]RATING: Large and Small Missile Impact Resistant ••• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,•state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been , no change in the applicable building code negatively affecting the performance of this 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 Irl,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-0529.16 MIAMr DADE COUNTY T` :,,�`�`�, Expiration Date: October 23,2019 Approval Date: October 23,2014 Pagel I Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M1441;Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 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 per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 0 .... 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201 0 000 .• 2) Cyclic Wind Pressure Loading per FBC,TAS•20�44 •' : ....:. along with marked—up drawings and installation diagram of'ul"cl Aped aluminum • mullion at a fixed window/a single hung window,prepared by Hj**�ane'Edline4ing • ' & Testing, Inc., Test Reports No.'s HETI-08 2192B and HEXj;Q8—.Q8 dated 01/15/09, signed and sealed by Candido F.Font,P. E. ••'•.' .•:. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 0 .' 2) Uniform Static Air Pressure Test,Loading per FBC,TAJ 2,0;-�4 ••••:. 3) Water Resistance Test,per FBC,TAS 202—A -*- 4) *- 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94*•• along with marked—up drawings and installation diagram of a clipped alum•inum mullion single hung window, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5`h Edition (2014), prepared by Al—Farood Corporation, dated 05/05/ 14, signed and sealed by Javad Ahmad,P. E. D. QUALITY ASSURANCE L Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. " Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-1 r Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I t � F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5'h Edition (2014), issued by At Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad,P. E. 2. Department of State Certification of Eco 'Window Systems,LLC as a limited liability company, active and organized under the laws of the,State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2192A, HETI-08-2192B, HETI-08-2166A and HETI- 08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font,P.E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P. E. 0000 G. OTHERS •• . ... • 1. None. .. ....:. .... ...... .... . .. ..... • a , Jaime D.Gascon,, .E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 t =_ H.OW 1j 111 Yj _–__7 fJ.; STEP _ f GLAZING PRODUCT TYPICAL �TTWGL ►--1 G M Q MNDOW FRAAE I i_• ' _ M •••• 3 i9 [i •••• 6 000 • , �' • JOOJ--- 1.000 U o Z MVLLION SYSTEM IS NATEO FOR URCE M1550.E IMPACT. I 3000 AL<mTUBUu'606]SHAPES6 •••• •• • j N •. ••• ANO CAN BE USED WITH ALL MIAMI-OADE COUNTY APPROVED • • : ••• j W IMPACT ANO NON-IMPACT RESISTANT PRODUCTS. •••• IZ W • ••• RECTANGULAR ALUMINUM TUBE MULUONS MULUONS CONTAR4ING TYPICAL GLAZING PROOIICTS • :•• m Lam• ••• HORIZONTAL OR VERTICAL •• A"'• •••• #a^ USING MULLION PROPERTIES ONLY i S "� •:• NOTES SEE LWN001 011 ODOR APPROVAL F011 FASTENERS SIZES ANO G g THIS PRODUCT HAS BEEN OESONED AND TESTED TO COMPLY W.THE • • • Z • REOVNEMENiS W THE FLORIDA BUILDING CODE HOLLOW MON VELOCITY • • [�jL . HURRICANE ZONE(W,HZ). • • J Q ••• ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE • • ••••• Q U'-W APPUCABLE REMIND CODE REQUIREMENTS LE:MHO LOAD,MATER • W�� • INFILTMM)1F,FORCED ENTRY RESSMHCE.SAFEGUARDS ETC. •••• • — ••• WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER ••• • LOADS TO THE STRUCTURE. • ANCHORS SHALL BE AS LISPED.SPACED AS SHORN ON DETAINS.EMBEDMEM • TO BASE MATERAL SHALL BE BEYOND WALL COVERING(STUCCO.TILE ETC.). ANCHORING CONDRONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE IOL PMI Of TMS APPROVAL. A LOAD LAWTON INCREASE IS USED IN DES"O MOORS INTO MOW ONLY. W iERMIS MUUANG BUT WI IPI 10 STEEL)ETAL XREWS,RW COME MO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REO REMENTS NI OF THE FLOMOA BLOC.CODE. INSTRUCTIONS- at _Us[CHARTS ANO GRAPHS FS fOLLOWS- _ _ ST P i DEIERIBNE DES"LOAD REWIRED PER ASCE 7 FOR PMTICAAR OPENING. STEP 2 USE MWu–OWE CORTY MPAOVEO DAZING PRODUCTS MEETING ABODE LOAD REODUIEMENiS, tl' c STEP 3 USE CORN VON TO MULLION AS PER PRODUCT IL US.4 CHANTS ON SME[T]SCIECi MIALON SZ[WITH AgmwVHxTnwRNYW11MF1 Nc CAN./11T]e y$ # ♦; STEP{ OELGn M1V.0 VOLE THAN OCLGN LOID LPECIFIEO u i..b N STEP 1 ABO.E. lluiM4 USING ANCORHOR TYPES ON SHEETS S TMRU B AND ANCHOR DMS ZN1Al P it j�`� M)lY,`I Y STEPS ON SHEET t.SELECT ANCHOR TYPE MON DESIGN RATMO y T"I ` ib II�i a0:nq—n ME MAN BALE DESIGN LOADS SPECLIEO IN STEP I ABOVE. Ia+a1�I/I'�.I V'.xV�. 0.1 PMat ori j A I i r 1 I.000 .SRS 2.000 r.,u 1--2A .2W I-- — z 900 t xx .125 .175 J F O lI .125I, .125 6.000 ./R5 ,� s 6.Om g ]9m loon ,25 L I_— L'S .37 6.Om 6.Om N q .175 •-.R50 8 < Ix.A502 w\6 Ix 2.0371 w\6 Ix.1.536 w\6 Ix.3.1676 w\6 Ix 2.9762 wN • •.••• LL '� • •••• SX-.5335 \3 Sx.+1.0167 AS Sx.1.0251 0733 Sx-1.5939 w\3 Sx.1.6661 W\3 • • • s 1 X 3 1 X 4 1 %3 1 %4 2 X 4 • _- _� • • STO MULLION 5TD MV-LUQN 1crOM M I I ION CUSTOS jLLIQy STD. MLILL!ON •• -• •• • • •••• 6063-Te 6063-T6 6063-T6 6063-16 6063-TB • •••••• U lx.6.2757 M6 Ix IS.m31 w\6 • Z • Sx.2.7566 w\3 •••S>i.5.0677 W\3•• O Ul •••• 2 X 6 ••••2X6 •' •• ��' 1I ••• sm.MU 1i ION HEAW MUWON • • 6083-76 •••••N�'TB �m• ••• •• •• •••• O�n •••• •••••• • Z a-CI. •• • • • 3 • • • • 32�r •••• 0000 - O d8,,{{ • • • Wm�s -1.718 F- --L7�6� 00 000 • • 173 2.I25 124 1I25 AYYn�Wdm Y7^311i61Ys .125 IYP. TIP, u O 2,900 _� HDAY •• •� `� 1— ..-. �5.5m -� ----5.500 —M r3�JL'7131.-iu.•-� NOTCH "0"4 O',�ONAI IJ2• �b�' 172• 9111. � EW J MxND a ' M K I]9562 g c 172• CAN.]5.M a �• _172• 3126. MN. . d : b MAYT3 2011+ e19.mv P9. M14— ANGLE CLIP M 6 ION CLIP MIR 11�SL!e 606]-T6 6063-/6 606}T6 - �h961 01 9 { DESIGN LOAD CAPACITY-PSP(TUBE MULLIONS) DrMGN WAD CAPACITY-PSP(TUBE MULLIONS) DESIGN WAD UPACITY-PSY(TUBE MULLIONS) • 2�4 V J' WINDOW DWS. 1 X 3 I X 4 1 X 3 1 X 4 2%4 E Y B 2 X 6 WINDOW DIMS. I X J 1 X 4 1 X 9 1%{ 2 X 4 2 X 6 2 X 6 WINDU...M9. 1 X 5 1%{ I Y J 1 X 4 2 X 4 2 X 5 2 X 6 4y 1• m01H h0 MULL SPAN STU. STM. CUSTOM CUSTOM STD. M. HEAVY W N(Y7)"L SPAN STD. STD. C.03v CU6TOY SID. STD. HEAVY WDM M U SPW STII. ETD. UStOM USTOY STD. BTO. XRAW 19-1/e' 120.0 120. 120.0 120.0 Ink 120.0 1204 10-1/8' Tab 120.0_ INTO 120.0 1200 120-0 120.0 Ip-1/6' - - - 59.J 55.3 1204 120.0 O 261/2' 120.0 l2pC_ 110-0 120.9 1200 120.0 1200 16-112' 530 111. N.1 110.0 120-0 120-0 120.0 26-1/3- - _ 4].0 399_ IIIA 120.0 3p' 1200 ING 1200 120.0 110. 110.0 120.0 30' 475 1018 _769_ 120.0 110.0 120.0 120.0 w' - - - 37.0 35.3 _961 1200 37' 120-0 1200 120.0 1200 120-0 1200 120.0 3]' 305 826 614 II04 14.0 120.0 110-0 J7' - w.6 _2a.6 195' 10.0_ �• i .2• 1200 1200 110.0 120.0 1200 120.0 1204 41' 3l. ]a. 554 11].9 106.. 120.0 170. 4Y - 77.0 25.1 JO I 720_0_ O 49' 3a 3/6' 120.0 120.0 120.0 t70.0 '1200 110.0 120-0 4S' 71-1/4• _19.7 517 46.1 9.7 93.1 120.0 I20A 48' 120' - 13.6 22.0 613 111.6 0. 54' 120.0 120.0_ t]0A 120.0 1200 120.0 120.0 Si 1_5.0__.M.6 42.7 MS_ 62.7 IM.O_ 120.0 Sa' _ _ 21.0 - 50.5 100.1 (] Y w' 120.0 120.0 1204 120.0_ 120.0 120.0 1200 w' 274 51.0 36.5 l0.] _74.4 120.0_ INA w' - - - __ 49.0 w.1 ]VC �Pn11 aa• 112.5 120.0 120.0 120.0 IMA 120.0 IN M' 21.0 46.3 35.0 72.5 61.7 120.0 12D. 66' N.0 _61.9 '72' 103.2 120.0 120.0 120.0 120.0 120.0 120.0 71• - 42.5 32.1 66.5 62.0 120.0 120.0 72' - - - - - 40.9 75A 4 1<. Ip-1/B' 170.0 120.0 120-0 120.0 110.0 120.0 120.0 19-1/0' SIA_ 110.4 _03.4 IM,O IMO_ 120.0 120M 19-1/8' - - - 44.5 41.6 115.0 2R0• C p x9-1ry' _110.0 IMO 120.0 1ro.0 120.0 1200 120.0 26-1/Y 37.2 79.7 w1 120.0 11&. IND IMA 76-I/2' j 31.1 390 814 IND � �- )D' IMA 110.0 1104 120-0 120.0 120.0 120.0 30' 32.0 70,4 Sl.l 1102 1WA IMO 1200 JO' {a �• •••• })• IMO IND 12" 120.0 120.0 120.0 120.0 37' 16.6 57.1 43.1 893 w4 120.0 1202 37' - - - ].0 Ib 59.6. 1.. � ��6{ • 42• 120.0 IroA 120.0 120.0 120.0 120.0 120.0 41' 3)10 _503 _31.0 70.7_ 7_3.5 IMO "DA 42' - N. - 52.6 907 l r • 46• 47' 120.0 1200 1200 Iro.0 120.0 IM.O 120.0 46• 61• 20.5 44.0 33.7 ME 04.3 1200 12010 46- 132' - - ♦ •• •_ 46.1 eta � - - • 54' 114.6 IMO 120.0 110.0 IMA 120.0 IM.O 5i - 39.1 29.5 61.2 57.1 120.0 120.0 54• - - - • - 40.9 75.2g• •••• -:0-4•a •- _• w• 103.3 1200 120.0 120.0 12MO IM.0 120.0 w' 35.2 20.0 55.1 51.4 112.6 11" w' - - 3e.e e7.J 66' 94.0 120.0 120.0 120.0 IM.O 120.0 1200 66' - 324 11.2 50" 46.7 102.4 IND 56• - - - - 3JA 61.5 �Z •••• 12' B&1 IM.D 120-0 120.0 I20A 120.0 120.0 7Y - 29.3 22.1 45.8 02.6 9},6 120-0 71' - - - - 30.7• 56.. � to 19-I/0' 170.0 1200_ 1204 120.0 110.0 120.0 120.0 19-1/6' 34.5 74.0 554 115.a IM.1_ tro.0 120.0 Ip-1/0' - - •Sll• ]2.0 a9. 1 .0 I.7.I 20-I/2' 120.0 120.0 IMO 1200 120.0 IND 120.0 25-I/2• 24.9 53.{ 40_) w.! 160 120.0 IMA 16-1/1' 10••.6_ 73.1 60.3• 116_ 4.1]0' 120.0 IND 120.0 120.0 INA IMO 120.0 30• 22.0 47.7 35.5 734 66.8 INO 120.0 !0' - -- -•••�• 20.0 56.6 ,37' 115.3 IMOIMO1701100Iro.O 1700 37' - 36.1 208 590 &19 120.0 120.0 J7 ••• 4]' MIA 1200 120.0 1200 10.0 120.0 t20.0_ 47' - J7.) 214 52.7 49.1 1200 ING 41' - - •• •• - _ ay yi, 11- 3.�O r7 QAp 48' w-5/0' B&9 IND IMO 1200 120.0 IMO IM.O 43' Be* _-- 29.5 22.3 46.1 43.1 1074 120.0 40' 144' - - - _35.5 65.2 �� Q_O"7 Si, •••• __ -_- -- • 54- _79.0 1700 1200 170.0 1204 120.0 1200 54' _ 26.2 - .1.0_ 3&3 95.8 120.0 54' _r _ 315 SI% Z Z_ "2$ • •• 60' J1.111..l 115.2 IMO 1100 120.0 120.0 6T 1J.0- -- J6_9 N.0_ OB_7 Iro.O w' _. __ 204 STI_ �� ;Z • 66' _-0..1_ 104.1 _104.) 110.0 IM.O 1_20._0 IM.O 60' 11_. - J3.5 313 _78.4 IMO 60 - _ - _ _ 25S 47.♦ O' � •••• i2• 59.3 950- 90.0 1701 1200 120.0 1700 72' - - - ]0-I 16.7 71.8 120.0 ]2' - -_ �'- 7J.* 't < 19-1/6' _120-0 120.0 120.0 120.0 1200 120.0 120.0 E - - - 61.3 ]!9 120.0 120.0 • • • W��� • ]B-try• 66.1 IM.O 120.0 110.0 120.0 120.0 tron - - 56] s4.6 170.0 Iro.O W.S 1p 045Cg6L0 •• • HOPoSDI•A}4�U014 ----- •••• 30' 71.5 120.0 INU 120.0 IIO.0 120.0 110.0 - - - St.e 40.4 1200 120.0 ws•[a[ttAHcwn SUPE 1 • • 31' 53.1 H9.6 10:.1 110.0 120- -NO 120.0 - - - ^.00 39.2 109.1 120.0 ` � • .2' 510_ 105.6 904 1]0_0 tron IMa. 120.0 -_)7.0 -346 _66.1 1200 -'PROOK7 0 a0' 83' 46.6 904 10.7 120.0 120.0 IMA 110.0 - -- __32.4 362 64.1 120.0 Ka11C7L _ S4' N.2 62.2 700 170.0 IM.. 120.0_ IMO60' 38.9 73.9 63.0 115.7 106.0 120.0 IM.O - - - ME 24.2 67.J IM.O66• 354 6115T105.1 98.I IM.O 120.0 - - - 23.6 22.0 61.7 11" �� �'� y PRODUCf PRODUtr JY32.4. 61.6 51.5 96.4 w.D 120.0 120.0 - - - 11.6 202 56.1 1010 GLAZING J PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). „ ham Wf�F^-_� �. MULLION ^.SPAN _� c MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED i --"- VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPI.ALM ION R ANGEMENTS y, K Q01.2 WI 4 W2 3 r :i:ii A.k1Al3YGa64i9 2 a MAY 2 3 zi 14 919a1ng 9. < MULLIONS 201444 4 i 1 DESIGN WAD CAPACITY-PSP DESIGN LOAD CAPACITY-Pop DESIGN WAD CAPACITY-PSP 4 WINDOW DINS. ANCHOHS TYPE WINDOI7 DIMS. ANCHORS TYPE WINDOW DIMS, ANCHORS TYPE. l� WON(W) U SPAN AE A4 A6 B2 846 D4D WID:H(W)WLL SPAN A8 A4 AS B2 H46 BIB WIN(W)14142 SPAN A2 A4 A6 S2 U. SID 19-1/6' 110.0 1200. DA INN 110.0 1204 I0-1/a• 120.0 120.0_ 130.0 101.4 120.0 120.0 la-1/8' 91.9 120.0 120.0__63.7 90.1 Z � .___ _�._ _._-__ _120.0 130.0__1200 _130.0 120.0 130.0 1200 20-1/2" 111.7 1704 110.0 _i.2 105.4 120.0 26-1/2• ]Oe 130.0 1204 45.3 -_-65.2_ 90.b_ 0 1 ]0' _130.0 _120.0 1204 120.0 130.0 12D.0 1. 100.6 110.0 130.0 64.6 ^93.1 120.0 30' 62.1 INS 12o.o 400 57.6 80.0 3]' 120.0 120.0 1200 101.4 120.0 110.0 37' at.p 1x0.0 1200 ]2.{ ]55 1014 3Y 50.6 ia4 130.0 324 46.7 61.9 i _ _ 66.5 92.4 {Y 414 7).7 11 e4 284 41.1 57.1 16.2 42' 330-0 120.0 1204 89.3 Mm 120.0 -4]' 72.0 120.0 130.0 O _ ._ 665 6 40' 3a-3/a' 130.0 iT0.0_ 1200 7a.2 IIIA 120.0 48' 74-1/1' 634 MA 1204_ 10.1 59.2 90.6 45' 330' 390 68.0 102.0 35.0 35.0.1 50.0 54' _106♦ 130.0 _1200 _093 100.1_ 1200 51' $0.0 97.7 120.0 35.9 SI.] ]I.e 54' N.7 _60.4 q7 2T.2 JIA N.{ 60' _976 120.0 1200 62.5_ 90.1 120.0 00' 304 07.9 120.0 32.3 46.5 61.6 60' 31.2 84.1 61A 204 '.Si 40.0 VX 1• 66' BB) 120.0 1200 56.9 81.9 113.7 66' 45,8 __704_ 119.9 19.4 42.3 56a N' 244 _495 742 - 262 ]6.4 ` 72' 81.J 120.0 120.0 52.1 75.0 1D4.T I2' 420 il.3 1094 269 36.8 53.9 72' 26.0 45.7 664 - x14 33.3 wQ 19-1/6' 1200 120.0 1200 120.0 130.0 120.0 19-1/8' 1200 120.0 1]00 09.9 120.0 120.0 19-1/a' S].o 120.0 120.0 77.0 621 •!{• �•S@ . _ _ _. 18-1/1' 1300 1200. 120 _ 1300 120.0 1x0.0 0 26-I/2' _I00.9 110.0 120.0 017 93.2 130.0 28-1/I' 64.2 1124 1100 11.2 _59}• 62,7 ]0' 1200 130.0 1200 114.3 1204 120.0 30' e9.1 1204 120.0 37w1_ 82s 114.3 30' 56.7 940 1204 36.1 531 •�.} � K � •••• __ _ .__.. ._ _. 37' 1200 1304 1200 67x.7 120.0 120- 3I' 7x.3 IND 1700 163 66.7 92.7 lT 460 00.3 5 425 50.0 a � � •• ___ _-_ _- _. _ _ ii 42' 130.0 120.0 1300 e1.6 1176 130.0_ 47' 9J.1 111.0 110.0 10.1 568 81.6 42' 405__10.6 IOOA 26.0 }7.1 _51. 40.' 42' 111.4 1100 120.0 -A 103.9 120.0 -46' a1' -_55.3 97.1 IT0.0 35.7 51.4 71.4 46' 132, 355 61.6 2 7 327 .� - --m� • � 99.0 120.0 1200 6l.5 91.4 110.0 54' 467.5 BOJ 1300 31.7 43.7 635 54' 3t 3 N.9 62.4 0 20.2 29.1 10.4 SO 0 60' 69.1 1200 1200 51.1 81s 114.7 00' 14.6 37.7 1164_ 366_ _41.1_ 51.1 bp' 28.119.5 •N••fIO.T 6 ,V,1 66' 91.0 130.0 120.0 51.9 746 IOJ.9 66' 40.5 70.6 106.0 26.0 ]].{ 314 66' 25e 45.0 67.1 -] 1 • •••• ]Z' 74.7 130.0 120.0 17.6 666 95.2 ]Z' 71.1 01.8 93.1 278 343 17.0 T1' 236 11.2 •• - ]1.6•0]Os i O N • 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-i/6' 1200_ 120.0 120.0 784 112.9 1304 19-1/8' 81.6 _1200 720A ] 75.3 24.6 11 26-1/3' 1700 120.0 120.0 107.3 120.0 120-0 20-1/2' _e6.J_ 1304 120.0 56.6 e1.5 1112 26-1/2' Ml IO2.e -0 37.] SI.]r I5. � f_ n •• 30' 1x0.0__120_0__130_0__ 914_ 1204 120.0 ]0' 76.0 120.0 110.0 _90.0 72.0 IoOA 30' 52.0 90.7 2 0 ] 480 66.7 (/r1 • • 3I" 119.9_ 120.0_ 120.0 76.9 110.7 . 120.0 JT' 67.3 310.] 110.0_ 40.3_-__-51.4 el.l J7' 42.2 )J.S 11 WKS f 1.0 ]6.9 A m V,�.0 •• 43' 105.7 _130.0 120.0 67.7 97.5 110.0 Ii _55.7 9).1 130.0 35.7 51.4 71.4 43' 31.1 61.8 1.1 -A N.1 __�) .pp F t 46' 50-5/8' P14 120.0 12D.0 59.3 85.3 116.5 43' 96' IbA 85.0 1]0.0 311 45.0 62.5 b' IN' 32S 56.7 85.0 204 30-01 41f) � 00'Tn ••• i 54" 63.3 1204 110.0 32.7 734 IOS.J 51' 47.7 15.6 _113.3 21.0 404 55.6 51' 269 50.4 6746• r 28.7 714 2-LL YI •0 60' 740 1204 120.0 ti._ 66.3 94.6 60' 39.0 66.0 102-0 350 364 SOA 60' 264 45.3 Gem* 9- _T4.0 ]3.J ? � H _ ____ _ __. _ ___ s ;i • 66' _67.2 117.2 1204 43.1 _ 611__ee.2_ 66• 36s el.e 917 217 32.7 Iss 0.6• 136 41.2 61.8 0- �L0• 30.3• ••• )2' 61.6 101.5 120-0 ]9.5 50,9 19.0 i2' 13.5 66.7 85.0 20.. 30.0 41.1 11 11.7 37.a 56.7 - 30.00 414 0 Q 0.W 10-1/b' 120.0 1300 1204 119.5 120.0 120.0 10-1/9" 108.0 120.0 120.0 69.7 100.4 1204 w;1yd • 16-I/x' 1200 130.130.-0 Iz0.0 86.3 120.0 120.0_ 26-1/2' Ips uo0 uao 501 izs 100.0. • •8010 To 62 pwNI0 '30' 118.9 120.0 _IzO.0 76.2 109.7 120.0 ]D' 19.] 1]0.0 120.0 144 61.0 e89 AtN71089 IYNCN,• 9)90F�EC4Y4LIAAR • _ ••• ])' 1111A 120.0 1204 51.6 a0.0 170.0 77' 50.1 060 I20.0 36.0 514 72.1 �._ _ _ZQNM W1110 ' • 47" 01_9 __120.0 130.0 N.1 764 INA 42' /9.5 063 Ixo.O 31.7 45.7_ 03.5 4e' 63' 74_7 120.0 1200 _17.6 63.0 95.2 16' 106' 43.3 756 113.3 21.8 40.0 554 YFXIIFLL •-P6001LT t 54' 66.0 115.1 120.0 42.3 61.0 0.4.7 N' 30.5 $7.2 100.7 24.7 35.6 494 {00' 59.1 103.6 120.0 >6.1 54.9 76.2 60' .N.1 OOA 90.7 22.2 32.0 44.4 a / 66' 540 94.2 120.0 34.0 0,41 69.3 66' 31.5 514_ 824 _202_ 29.1 40.4 01AbN0 OAlM 1 I 1 )3' 195 65.1 130.0 31.7 45.> 63.5 12' 20..9 SOA 15.6 - 36.) 37.0 PpOpA:7 8900001 6G1Ax0011�C6 PiIO�DJCf 7YPIGl A SNS ALL LOADS ARE EXT.(+)/iNT.(-). 0.0 .MDWOANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. ttPICAI MULLION ARRauGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. Yny'3WA0 A,,,A j d q (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) r_WIDTH(W) WI+N1 c- !._ W.K 6253s7osex n�db6ww° NUAY, 1b ANCHORS �.'` MAO,1?01a b9.1ng n0.) ur'--- .c6.,.:�A._> M14-01,1 ,YPGM ANCHORS TT ANCHDRS 2 PER CUP(i ON FAGI MIG) 1 PFA ANGLE + W4 k�\� �A1 \ 1 1 \ II 11 8 � 11 1 I I Rr n C '---------� I FLWVC a n n 11 II 2%2X i/e' 11 SHI:G FIT INSIDE MULL U U µUN M1GLC 1n`. F{p 4_ ._1 j14 SMS 1 X14 SMS t••• •o O.C.WH. 4 PER CUP 1.. `Rt PER ANGLE - • • •••• I} [�[{{■s ••••• _ •••••• •• r• ••••• • U •••• •• O_ Ef 1 ••••• ANCHORS TYPE 'A2' ••••• € TYPICAL ANCHORS: u • ANCHOR TYPES M8Ejj, 2-J/V Mr Nmme** 1/4.OM WRACONS W-ELCW J17 HSL r.188%L) C•NICi[ •1-/4' • 1'" on u� •••• 1/f CA.SELF DRRLMG SCREWS . i Z Z; •• (vAUE 6 ca) rTPY.M.ANCXMS_ I—MCXORS CONCRETE.re-3000 M W1 • ! 3 i y-50� • 'PER CUP(2 OH FACH HxK) 7 PER AXCIE • a J J •••• METµ.1/e'AN.THK,STEEL Fy-36%SI MM. •••• O^ \\� ♦ ♦ Zo k \ 1/8'MW.THK.ALVM%♦♦LI(6083-rp MW.) • w m Z \ 'I \U ORµ ANCHORS MAY BE HEX OR FLAT .•• ••• L-- •••• 55 \ ALL CUPS ANO ANGLES 70 iTT SNUG INTO TUSE MULLIONS. I • I I I CLIPS OR ANGLES COwRCiEO gRECTIY f0 MASOIM'i0 BE PRO7ECIED YHX AUWI-RESISTANT COAT"$'SUCH AS•NNMWS PAINT OR WATER-WNOE METN4CIRTATE 1ACOVER. 1 o rtl 1 II II 11 I -� Y N FLUTING Cu, U I 2%2%1/D 1 1 1 SNUG rR IMSOE MULL U µ1N1µCLE N 1 .— 611"a j�I /14 SMS 1 �- 1-3/4'O.C.MH. 1-3/4'O.C.YW.- ,. 4 PER CUP 2 PER ANGLE c 0 7$81 Y ERF,:JAVADµMM d 4 CIA, Algx.rvrJmulxgJTuIy XEIaH M KTrott Z CAN.5338 Fhu�J�UIh41ieU6 0� ¢ � Z• TroN_ 1 i rralw ANCHQR.SLZYPE 'A4' i 6 MAY 2 5;1014 dmW p a. " angel 9 of 91 { ) 1 i + 9 TYPICIL ANCHORS vwN ANCHORS { O 6 PE((R\\CUP(J ON WIT `WJIW)) I ( I M ST y-41 ------- JLit! -- �ETT SDE uVll lu Kz 7uM/If SMS 1 1 �If SMS • ••• • •••• 1—J/f'O.C.MIN.PERJ PER ANGLE — •• �Yl • z $} • '— TYPICAL ANCHORS: ••• ANCHOR""S u T i E48FD.YIN.EDGE ^D• ••• /y�� G— 1/4•M W.TRACONS BY'ELCO' � . 1-3/I• ,tf7�• i o• I (*OA.( KA,iy1155 K9 .••• TYPKAI�1 ANC1i0RS TYPE `AB' �� o on� •• ._..---- Iµ•awt�x�cu scRCMs •dMR• •I/e• Jir • i z3 �5 3z • CONCRETE.1'c.J000 PSI L�l. • .1 . r .... METAL- 1/B•YW.T.K.STEEL Fy J6 K5�M.H. ••••••Q ,H 1/0•MIN.W.AL OU.(0087.15 MYJ • W m3•e • • • • ANCHORS WT BE HEX ONt fui 1w� • ••• C_-,.,��—..... •••• ALL CLIPS AND MOLES TO EIT SHuO"M TUBE MULLIONS.` CUPS.AMBLES CONNECTEO ORECRY TO LMS 1 TO Be PROTECTED WITH ALKALI—RESISTANT COAIWCS,SUCH AS OWMINOUS PAINT OR WATER—WHITE METNACRH.ATE IACMR. ) ) y Y° EAu LV2dY Y�IW CAM.by y a, �' NOAH �Gf MAY 21 x014 4 t t 1 1 i _ a i 1TPXI1 NICIIORs [W�u W 2 PER QP(1 ON F/t]1 YMG)_ 1T1NGL R A _ Y OR V T SLI M FLOAT HC CLIP " Q�ryaQ{ SN ITT wSIDE MULL Ll U �hLUMX X 1 > 114 SMS i )I+sus I ••• a$ 4 PER CLIP '�1-1- 1-�]4PER ANGLE • • •••• E2LL • Li ,i •.•• •• IS yj •••6 I TYPICAL HANCHORS:, *so* � rANCHORS TYPE 'B2' MES SUBSiM1E WN.EMBO Wq51. 2 •'• '� • • 1/4'OLL ULTRACGNS 6f'ELCO' /4•_ 7-1/2• rc,p• ••• try-V7 XL.P-155 R51) W00� I�/z' Oo^� •••• W000-28Y WOOD DDEXS CR WW•T l+£S.C.-0.55 uw. • j O^LL yt •• AKSONW-C-90 HOLLOW"8LOCN+'m S 2000 PSI Yw. z ?; 0 iYPM:It ANOgRs I1'PICAI AN ws 181'OR 28Y WOOD SUCKS NOT A ECO RWIOOP • 3 2 j • 4 PER Gla'(z oN EACN WING) 2 PER ANcIE Q' ••.s MUST SMAN LOAD$IMPOSED BY IX42RIC SYSTEM AND IRAWIMID• O \\\ \ "DNAX THEM TO wIFR:STRUCTURE.: •• RIX • • W m • j OR ANCMORs WY BE NFX OR MT NESO• • ••• ——... ••• s U \i y< • I i \ II 11 • FLOVwc CUP II I� 2%2X 1 0' sNLC FIT wSOE MULL M U IAlt I I 1 114 SMS ' 114 SMS ' 1-0/4•oC.IRM. 1-3/4'o.c.NRI ) 4 PER CLIP 2 PER NI u 0 G - - E e r r�r.MCAD AX. ;I I cgl^ ; ^ nPCpw.a>r4ayPbW R�el•e /u PIETOa _ n la.uy9a i. j q �' 2 7/e' nlpi,`u1_ ,�j TMP, TM4ua ANCHORS TYPE 'B4a' r,�y�'rkr�P`�r// n.ee 7 0l t i z = 1YANCNpt) 2 pE LC o ♦PER CTP(]ON OK EACH VAMC) i \�\\ S i f I] �________________ RMTWC CLIP II 11 _ / ••• 8� 1SMIr RT SME MAL It L1 KUY MIfL.Ce• • g ,14 SYS i 1 #N 415 i : ••• '... }�E]j{ p .•... 1-0 1-)/.• .MN/.•O.C.CUP I PCR —.R :- PE 8 R CUP ._1_..�_._I_ 3 •• • • IZ J •••• TYPICAL ANCHORS: fees • •• ANCHOR TYPESYSED.YN.EM DRi. Cwi +� • • 1/4-Ow uliWCONS BY'FICO' WS -/.• 2' m tt V •e• Ire-m.W.rY.Iss xa> '1 5' •- 3�n •••• �---- ` ANCHORS TYPE 'D4bWOOD-25Y WOOD BUCxS ORASONRY AA%$k%*S.C.-0.55 WN. • Z • TYPICAL ' � 8��'� • MASONRY-c-s;o NOtIOW/DUES 6IOCK•'m♦2000 PSI WN. 2 3 • IRM T S WOOD S W NOT By ECO MYCOW `1 `>y MUST SUSTAN IOA05 WPpSED GU1iNC EY ANO TRµvtn•• 1NEY TO&ALONG STRUCTURE.: •_• • W m A • � ANGWRS WY 8E HEx OR CEAL NEAf.• • ••• ••1•• I � . I 4 r 1 I I 9 , Nv YW YEEIM M PEE/]o5iE y = CW1id5 DWld. CAN. 5x } W MY MAY 2 3 20�i M 14-01 { -heat 8 Of g a I SCE CNARi Ton OUAMTITEs TUBE MULL" _______ ________ pG _______ ________ +NICMUR R0. C � P4A11 4F?M:? /14 M sus 1/SIDE- TWCIf ALU'CNMYFL I I LCMOTM r0 m SRUO ,0 uuLuoR ; i--ABE MuuloM I••• 0 a • � 3 AGESF'_T/J h O NOTCHED U • • ••••' OT 0.,R AmoL[ALLOW ULION -- _. • • • ••• I• •• CALLK Jp a MER ASSEMBLY •• • { • �W RS'S •••••• •• • lo +-1/T'O.C.IYR. ... f•••• ACCESS MOLE S[E OR—1-1C • Tn—nEs •••{{• • 1 N • • • Q y • + i 1 i i •• {• •••• r T-%RE.CAM BE I 1 I 00�0^,� •••• WS'AILFD W[(MER ! +4 545 I + I I •••••• Q • ORECTIOM VA. I Y PER CUP i6 I { • • • Z Z; •• I 1.O.C. • 3 1 —411 I • • •••• 0:! •••• +-3/4'x 2•x:/W(FOR FBr IUK) A to Ix••f• • ••1 •••• f ]/.'A x'A+n•TOR X rTn tueC) —__ • M1CL • CUT CO At SRUC WSm IVBE I ANCHORS DETAIL 01 � METAL TO ME14 COMMECTO" u � l t + sV Ed.-WN. OCEsoST. M _ — ro a vACRw t N JAv�MMMO i yj T R CAM. OS1] (N e w4TAmIY111Tw4 I, S k T ,'Wlz �6 lj Ls MOM 1 MOw;Oq To. "I` n =i IHAY E 3 7.1114 M14-01 d .--t 8 Or r f MIAMi-DADE MIAMI-DADE COUNTY I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION i Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy Metcoe Skylight Specialty Co.,Inc. 9715 W.Broward Blvd.1/264 Plantation,Florida 33324 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 CauQfy product C5�[trol •..... Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)ebsenuethe right to"We this product or material tested for quality assurance purposes. If this product or material'IA-lo performri the ••••:. i accepted manner, the manufacturer will incur the expense of such testing and the AHJ np r•hamediatgLy revoke, ;••• modify,or suspend the use of such product or material within their jurisdiction. RER resei'ftdifie rigll t8 *Vo • this acceptance, if it is determined by Miami-Dade County Product Control Section thattts product or Wterial "'•• 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 High Velocity Vurn;ane •� Zone of the Florida Building Code. •••. • DESCRIPTION:' 9/16"Laminated or 1-5/16"Insulated Laminated Glass Skylight Systems ••• ;•••• APPROVAL DOCUMENT: Drawing No. 15-100,titled"'16%6"Max.'Equal Sided Impact Resistant PyrAthid Skylight"sheets 1 through 8 of 8,dated April 14,2015,prepared by Tilteco,Inc.,signed and sealed by Walter A. Tiilit Jr.,P.E.,on April 14,2015,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. — a MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Gardena,CA,and the following statement: "Miami-Dade Couny 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 erdo'rsement 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&renews NOA 412-0612.01 and consists of this page 1,evidence submitted pages E-1,E-2, E-3,&E4 as well as approval document mentioned above. I I r 1. , : ,.,, The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. NOA No.i5-0622.08 MIAMWADECOUNTY Expiration Date:05/19/2020 Approval Date:09/03/2015 ��/ 3� Page I r f r ,r Metcoe Skylight Snecialty Co.,Inc. u NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#054104.01 , A. DRAWINGS 1. Drawing No. 04-138, titled "16'-0"Max. Wide Impact Resistant Gabled Skylight "sheets I through 7 of 7, dated 10/15/04, last revision#1 dated 04/22/05, prepared, signed and sealed by Walter A. Tillit Jr., P.E., B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Load Test, and Uniform Static. air Pressure Test on Metcoe Skylight Specialty Systems, prepared by American . Test Lab of South Florida, Report No. 0204.01=04, dated 08/18/04, signed and sealed by William R Mehner, P.E. ...••• '• C. : CALCULATIONS- . ... •. •• •4-• Calculation titled " 16'-0" Max. Wide Impact Resistant Gabled Skylight '; 21 ••••" ••• pages, dated 11/08/04, signed and sealed by Walter A. Tillit Jr., P.E. • •' D. QIPA.LITY ASSURANCE goo: J""•.By Miami-Dade County Building Code Compliance office. •""� E. 4MINRIAL CERTIFICATIONS • L Will Certified Test Report issued by International Extrusion Corporation, dated ••,108/06/04,for Die 421116 with the Chemical Composition and Alloy Temper. •• 2. Mill Certified Test Report issued'by International Extrusion Corporation, dated 11/18/04,for Die#H-13273 with the Chemical Composition and Alloy Temper. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 405-092.9.07 A. DRAWINGS ' 1. Drawing No. 05-303, titled "16'-0"Max. Wide Impact Resistant Gabled Skylight " sheets 1 through 7 of 7, dated September 23, 2005, last revision#1 dated 09/23, 2005,prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS. 1. None. C. CALCULATIONS J. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance office. E. MATERIAL CERTIFICATIONS 1. None. my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 154622.08 Expiration Date:05/19/2020 Approval Date:09/03/2015 E-1 i f C Metcoe Skylkbt Specialty Co..Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0511.07 A. DRAWINGS •1. Drawing No. 301-test, titled "Pyramid Unit Plan "sheets I through 7 of 7, dated April 25, 2006, last revision dated August 30, 2007,prepared by Sentech Consultants, LLC, signed and sealed by Alfonso E. Lopez P.E. x � B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Load Test, and Uniform Static air Pressure Test on Metcoe Skylight Specialty Systems, prepared by-American Test Lab of South Florida, Report No. 1208.01-06, dated 0111212007, signed and sealed by Henry Hattem, P.E. I 1 .... 2. Addendum to test report #1208.01-06, prepared by American Test Lab.of South • Florida, dated 0910512007, signed and sealed by Henry Hattem, Px,,: • C. CALCULATIONS • 1. Calculation titled "16'-6"x 16"-6"•Pyramid Test Unit StructurdlZjign CaV..28,, ;••••� pages, dated 0112112007, signed and sealed by Alfonso E. Lopez,4RF.,• b 00 S • . •... • .. .. . ..... D. QUALITY ASSURANCE I • 1. By Miami-Dade County Building Code Compliance office. •• E. MATERIAL CERTIFICATIONS '• • 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#10-0420.05 A. DRAWINGS f 1. Drawing No. 301-TEST, titled " Test Unit "sheets I through 7 of 7, dated April 25, 2006, last revision dated March 25, 2010,prepared by Sentech Consultants, LLC, ` signed and sealed by Alfonso Lopez, P.E., on March 26, 2010. B. TESTS 1. None. C. CALCULATIONS 1. Calculation titled " 16'-6"x 16"-6"Pyramid Test Unit, 31 pages, dated 0312612010, signed and sealed by Alfonso E. Lopez, P.E. D. QUALITY ASSURANCE F 1. By Miami-Dade County Building Code Compliance office. E. MATERIAL CERTIFICATIONS , ° 1. None. 1TWhy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.15-0622.08 Expiration Date:05/19/2020 Approval Date:09/03/2015 E-2 L r Metcoe Skylight Specialty Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#10-0804.16 A. DRAWINGS 1. Drawing No. MET.11001, titled "Metcoe Aluminum Skylight System"'sheets V through 8 of 8, and sheets 3A, 4A, 5A, 6A, & 7A dated 02/14/2011,prepared by Nit- Wind Engineering, signed and sealed by Christian Langley, P.E., on 04114/2011. B. TESTS 1. Test•report on Large Missile Impact Test, Cyclic Load Test on Metcoe Skylight Specialty Systems, prepared by American Test Lab-of South Florida, Report No. 1026.02-10, dated 11/10/2010, signed and sealed by Julio Gonzalez, P.E. f ..•.,C. CALCULATIONS ..•• .'1, Calculation titled "MET.11001",•7 pages, dated 02/1912011,signed and sealed by • ••• Christian Langley, P.E. ...... OVAALITY ASSURANCE •••"' ' By Miami-Dade County Building and Neighborhood Compliance Department(BNC). ••.;.. •••;E. i1 ^ERIAL CERTIFICATIONS .... ....•• .....None. ego b.• TVIDANCE SUBMITTED UNDER PREVIOUS APPROVAL#12-0612.01 •••• -A! ISRAWINGS • •• 1. Drawing No. MET.11001, titled "Metcoe Aluminum Skylight System "sheets 1 through 8 of 8, and sheets 3A, 4A, 5A, 6A, & 7A dated 02/14/2011, last revised on . 10/24/2011,prepared by Nu-Wind Engineering, signed and sealed by Christian Langley, P.E., on 06%04/2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS ' 1. None. F. OTHERS 1. Compliance letter with the FBC, 2010 Edition,prepared by Nu-Wind Engineering, signed&sealed by Christian Langley,P.E., on 06/05/2012. Ar ti HjqAf A.Makar,P.E.,M.S. a. Product Control Section Supervisor ' NOA No.15-0622.08 '... Expiration Date:05/19/2020 " Approval Date:09/03/2015 k E-3 , 1 Metcoe SkyIiyht Specialty Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-100, titled "16'-6"Max. Equal Sided Impact Resistant Pyramid Skylight "sheets 1 through 8 of 8, dated April 14, 2015,prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E., on April 14, 2015. B. TESTS 1. None. C. CALCULATIONS 1. Calculation titled "16'-6"Max. Equal Sided Impact Resistant Pyrgmid Skyliglt•"•,.. '20 pages, dated Apri114, 2015, signed and sealed by Walter A. Tillit,fi.7 P.R. ••••• .••••• D. QUALITY ASSURANCE •••:.. ••••.. 1. By Miami-Dade County Department of Regulatory and Economic,,R"rces. .. ...... • .. E. MATERIAL CERTIFICATIONS •""• •• .... 1. None.. ••�•�• .••••• F. OTHERS ••••:. 1. Compliance letter with the FBC, 2014 Edition,prepared by Tilteaq'14., signed& • sealed by Walter a. Tillit Jr., P.E., on April 14, 2015. •• r e y A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.15-0622.08 Expiration Date:05/19/2020 Approval Date:04/03/2015 E-4 GENERAL NOTESt - •• 1.SKYLIGHT SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(PA_D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th 9.3.STRUCTURAL SRJCONE FOR GLASS SEALANT AT RAFTERS TO BE DOH CORNING 995 SILICONE STRUCTURAL ADHESIVE. EDITION)OF THE FLORIDA BUILDING CODE,THIS SKYLIGHT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. ' DESIGN LIVE k WIND LOADS SMALL BE DETERMINED AS PER CHAPTER 10 OF THE ABOVE MENTIONED CODE,USING ASCE 7-10 1 9.4.ALL BACKER ROD AND WEATHER SEALANT TO BE DOW CORNING 795 SILICONE PERIMETER SEALANT. FOR INSTALLATIONS AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. 9.5.ALL GLAZING BLOCKS TO BE NEOPRENE OR RUBBER MATERIAL WITH A OUROMETFR HARDNESS-90 MIN. IN ORDER TO VERIFY THE ABOVE ODNDTIION,ULTIMATEFIRST DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL 8E FI , REDUCED TO A.S.D.DESIGN WIND LOADS /Y MUL7tpI TM BY 0.6 IN ORDER TO COMPARE THESE W/IMI.(A•9.D) 10.ALL FLASHING TO BE LAPPED 3'AND SET ON A BED OF SILICONE SEALANT. _ DESIGN PRiRSURE RMINGS INOIQATED ON NOTE 2 BEIDW. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD.ME NOT OVERSTRESSED UNDER DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW, 11.CLASS TO BE 9/16'THICK IMPACT RESISTANT LAMINATED GLASS(G1),CONSISTING OF 1/4'HEAT STRENGTHENED GLASS+0.090' FOR EVERY SINGLE APPLICATION OF THIS SKYLIGHT SYSTEM.A 331E INCREASE IN ALLOWABLE STRESS FOR WIND LOADS SHALL NOT BE USED IN SENTRY GLASS PLUS INTERLAYER BY DUPONT+ 1/4'HEAT STRENGTHENED GLASS.MAX.GLASS AREA-33.4 FT'FOR UP TO THEIR ANALYSIS. +75;75psf.k 24.811 FT'FOR UP TO+75,-85psf. MIN.CLASS BITE SHALL BE 5/8'. 1A.SHOP DRAWINGS AND STRUCTURAL CALCULATIONS SHALL Be SUBMITTED FOR EVERY PERMTT.•THE ANCHOR SIZE,PERIMETER BRACKET SIZE,AND ALTERNATE GLASS TO BE 1 Spa-THICK IMPACT RESISTANT-INSULATED CLASS(G2)CONSISTING OFt 1/4'FULLY TEMPERED CLASS, PERIMETER CONNECTION BOLT SIZES ARE FOR+75,0 pnf,-S&O psf DESIGN LOADS.ACTUAL BRACKET SIZE,CONNECTION BOLT SIZE.SILL, / FLASHING AND ANCHOR BOLT SIZE WILL VARY WITH EACH APPLICATION.AND THEY SMALL BE REVIEWED AND APPROVED BY THE CORRESPONDING 1/2"NR SPACE. 1/4'CLEAR HEAT STRENGTHENED CLASS+LAS BITE SMALL BE PLUS INTERLAYER BY DUPONT+ 1/4'CLEAR HEAT BUILDING DEPARTMENT FOR EACH JOB DRAWINGS MAY INCLUDE LARGER SKYLIGHT WIDTH,LENGTH AND RISE W/CORRESPONDING LARGER CROSS STRENGTHENED GLASS,MAXIMUM PANEL SIZE I$24.88 Flr.GLASS BITE SHALL BE 9/8'. SECTION RAFTERS k MULUONS,.BUT PRESSURE RATING AS WELL AS WAX,CLASS PANEL SIZE SHALL IM EXCEED THOSE INDICATED ON THIS DRAWING(SEE NOTES 2 AND It RESPECTIVELY).THIS P.A.D.COVERS PYRAMID SHAPE 12,ALL WELDING TO CONFORM TO THE AMERICAN WELDING SOCIETY A.W.S.01.2 REGULATIONS,USE CERTIFIED WELDERS.USE ER-4043 SKYLIGHTS.OTHER SHAPEWOONFIGURATIONS W/SLOPED GLASS MAY BE ALSO ACCEPTED.PROVIDED THAT ABOVE MENTIONED CONOIIlON3 ARE OR ER-5756 ELECTRODES. STRUCK PUNHEDESEDAMINEOF R OF THE RC COMPONENTS BOR LARGER R ER SKYLIGHT SMALL A JOB SPECIFIC BASS(SEE FLORIDA P.E.AND REVIEWED BY THE 13.ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE PROTECTED ACCORDINGLY WITH SECTION 2003A.4.4 OF THE 2014 (5N EDITION)OF THE FLORIDA BUILDING CODE. 2.A.S.D.DESIGN PRESSURE RATING IS:+75.0N(WINDWARD SIDE).-85.Opsf(LEEWARD SIDE). 14.ALUMINUM MEMBERS IN CONTACT WITH STEEL SHALL BE PROTECTED ACCORDINGLY WITH SECTION 2003.8.4.2 OF THE 2014(5th A.S.D.DESIGN PRESSURE RATING AS PER SECTION 1526 OF THE FLORIDA BUILDING CODE,PER PROTOCOLS TAS 201,202,203,PER AMERICA! EDITION)OF THE FLORIDA BUILDING CODE TESTING ULB OF SOUTH FLORIDA REPORTS/ 1205.01-06k 1026.02-10.:' r - 3.STRUCTURAL ADEQUACY OF SUPPORTING STRUCTURAL MEMBERS IS NOT PART OF THIS PA.D.STRUCTURAL DESIGN OF THE STRUCTURE THAT WILL 15.PAINT.FINISH AND COLOR TO BE SELECTED TINBY 3.11.ARCHITECT OF RECORD FOR THE JOB IN COORDINATION W/METCOE,AND SHALL PROVIDE SUPPORT TO THIS SKYLIGHT SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD FOR THE PROJECT.STRUCTURAL DESIGN COMPLY WITH AJIMA 1800 SPECIFICATION,SECTION.3.11. SHALL INCLUDE AND TAKE IMO CONSIDERATION THE ACTUAL Vx AND Vy LOADS TRANSFERRED FROM THIS SKYUGHT TO.THE SUPPORT STRUCTURE, 16.O SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS'OF THE STRUCTURE WHERE THE SKYLIGHT IS WED ON DEAD,LIVE k WIND LOADS AND USING THE LOAD COMBINATIONS AS PER SECTIONS 2.3 OR 2.4 OF A.S.C.E.7-10 STANDARD.ADEQUACY TO BE ATTACHED TO INSURE PROPER ANCHORAGE.SEE NOTE 3 ABOVE. OF SUPPORTING STRUCTURAL MEMBERS SMALL BE REVIEWED BY THE STRUCTURAL PUNS EXAMINER OF THE CORRESPONDING BUILDING DEPARTMENT CONTRACTOR IS TO SEAL/CAULK ALL SKYLIGHT COMPONENT EDGES AS INDICATED ON THIS DRAWING TO PREVENT WIND/OWN ON A JOB SPECIFIC BASIS. INTRUSION.. UM.RAFTER 17;SKYLIGHT INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS'ANY BUILDING AND ZONING REGULATIONS'" ALUM.BRACKET y, PROVIDED'BY THE JURISDICTION WHERE PERMIT IS:APPLIED 70.. 18. (o)THE PRODUCT APPROVAL DOCUMENT(PAD.) PREPARED HBY THIS ENGINEERIS-GENERIC AND DOES NOT PROVIDE INFORMATION l4/ 1 Y. FOR A SITE SPECIFIC PROJECT. UPPPORT (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS S PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS 4/A DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 4•ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER. + (o)THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 5.ALL ALUMINUM SHEET SMALL BE ALUMINUM ASSOCIATION 5005-HlS ALLOY AND HARDNESS. S.ALL SCREWS TO BE STAINLESS STEEL NSI SERIES 304 OR 315 STRAIN HARDENED OR HEAT TREATED WITH MIN.TENSILE LOAD CAPACITY Tu-4275# (PFOR(d)SITE SPECIFIC PROJECTS .L BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE PROFESSIONAL OF RECORD .O.R,)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PRO. k MIN. ULTIMATE SHEAR LOAD CAPACITY Su-27000,PER ASTM 8-593 k.8-594 k SHALL.COMPLY W/FLORIDA BUILDINO CODE SECTION PROFESSIONAL OF RECORD,ACTINO AS DELEGATED ENGINEER TO THE PA.D.ENOL-ER,SMALL L SUBMIT TO THIS LATTER THE 2411.3.3.4. SITE SPECIFIC DRAWINGS FOR REVIEW. 7•ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL (a)ORIGINAL PA.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND.SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED 8.BOLTS TO BE STAINLESS STEEL NSI SERIES 304 OR 318 WITH 50 k.1(Min.)YIELD STRENGTH AND 90 kN TENSILE STRENGTH,PER ASTM S-593. 19 PRODUCT MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT AND 8-694. IN ACCORDANCE WITH SECTION 2405.5 OF THE FIDRICA BUILDING CODE. 9.GLAZING SYSTEM SHALL COMPRISE OF THE FOLLOWING COMPONENTS: 9.1.ALL GASKETS TO BE MADE OF EXTRUDED SILICONE,WITH OUROMETER HARDNESS-55,ULTIMATE TENSILE-1400 psi MIN., ELONGATION-33411T MIN. THIS DRAWING SHALL ONLY BE USED TO 9.2.ALL HACKER RODS OR RNHIS TO BE TUNDRA FOAM POLYUREIIHANE MANUFACTURED BY INDUSTRIAL THERMO POLYMERS LIMITED,WITH THE OBTAIN PERMITS IN THE STATE Of FLORIDA FOLLOWING PHYSICAL.PROPERTIES: POLYURETHANE QUALITY ASTM+1564 " NON-COMPRESSED DENSITY 2-3 lbs/ou,It. - LLLIIIIIIIIIIIII/AVV COMPRESSED DENSITY 4-6 Lbs/Gu.ft ••• •• \\�.��,R A COMPRESSION DEFLECTION t psi O 257F. •• • • •• •, • `p\\\Q�.•.••'^ •.•�/f 4i�� ELONGATION 130si • • • • • y>,. FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE TENSILE STRENGTH 15 IW MIN. • DRAWW•h TEMPERATURE RANGE(INTERMITTENT) -70 TO 450T. • • � • sxrole TATI:co,INC 16'-6"Max.EQUAL SIDED IMPACT M L • ••0 SE' .•s No.44 RESISTANT PYRAMID SKYLIGHT + • • • 6 yIWNWiIh IhAtlBrt�.i �� 1� ••• - •� • • BuMCdin9G,do _ METCOE 4/14/15 Aowplsnco No - 2.08 = '�. E C.O EMG, P.xpi Laos,DnIC Zp �''�r;` SNYUOM SPECIALTY CO.,INC. DAT[ Sj�O• �( •fV�- 11LUT T[STINO k ENOINEERINO COMPANY ITIS Nm lass,STMT `" D L��`•'•. �� VI+ <4 i`t "sw M1n.MY,,•" & w1a.0 Wpp11 n.aaw 1l�a Mao 15-100 F .. Mu t IaW_»11-1 .l..,(aNxln-iN, /IOnW OQNIIUIM:8M11CiR OONIVix • e fn:VI Cnfttlll • / \A- �E6-0005719 wv.r •sa,.nw an DRAWING M� • • •, • Ai� NAL E A\\ • WALTER A Twl Jr.P.F. r,a •I[[T 1 Of 5 • a CMI MI�A& GOUNTIP •P•E. �E'/d WjIQNR11��2E/DATE MORM u.14.151 • • ••• • ...• w-a' •' rmeis 0 `,URI F r •Y. \ I • • 000 • I / 4•M. I Y RAFTER 1138\♦ I I r/RAFTER #38 t 4.It SLOPE li t 6.1I SLOPE r X-MEMBER #118—{ / \ I r ♦ r G1 OR G2 Fs (SEENOTE 11/1) h II \ r/ I RAFTER #38 I I RAFTER #38 `I ` A I RAFTER 138 I I RAFTER N38 , I \♦\ 16•-6' SILL POINT To SILL PGINT 0d'1(�R A rl ylr�4 ��♦�`� ,,...;,,,((�hr FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE . s �. sF. •'.�9! 01100 nrzoq M 16'—O'Max.EQUAL SIDED IMPACT RMS m • PRODUCT REVIS13D • L RESISTANT PYRAMID SKYLIGHT Y.4 r eomldylnf with Ih6 Plods N BWtdinf Codo _ 4/14/16 PYRAMID` UNIT FRAMING PLAN ""��°alo =�`�� �� ecofNa METCOE •n tion D61tl L 4"—'� •* SKYIJOIR SVTCO CO.,IMC. ��,,gg77 �Q TIlt1T TLfTMO.fNOINifRINO COMPANY t7U f01 tYM fnFiT SCALE: 1" = V-0" M s9pr /�Ln� Oa= "N-m s�i'n6i_-13�.�L'�0,0191°-'INI3fIM IDNnt .f IWtlMWROpRVf is—too t uta rnmo ♦�.� n-wool/ m.. .e w. �e ..■ DRAYYa M. S•'��•••••. WALiF11 A. P.L MIAMI-DADE COUNTY P.E $ 51G /DATE FLONOL u 1.167 •Ilsr a OF 0 5 11719" 7h2 7 7X6" 6212• 382- L2 " 3" " 1 1�" 2" /J4 6" • 4" 452, " 9"� 4%' 8" SILL 2492 7y4BRACKET g118 X-MEMBER#118 3a �1 12+ � " BAEL3e V -1.151 v2" YI8 " 0.790 6Typ. )t2' yL°_ �Shz" L )S2• — —T 1.075.99 —� 31 2" 448" 15' �141A /SUM. GAP N #76 SPACER — s CAP 168/68 FxTRUDED ALUMINUM FXMUDED ALUMINUM 0.492 5� t17,/Afl, 1� ( 25 1.983 1. 0 .217/34 1'18" 7 /6 0.11 0.060.050" 3/420. 1� 8"0.438'46 2' se, 0.267" 1A1. F IP Q L FLeSHING ALUM COVER J124 SCALE � 2:1 _ �IB ALUM. CAP NtGN1p11ou1m/p//' ' ••• • • • • • a •' CEN FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE: •� N0.4416 •2016 nLTECo,INC 16'-6'Max.EQUAL SIDED IMPACT DRAWN B" • •�'• �M0 n80l•• *• S Z C RESISTANT PlFAMID SKYLIGHT N'L COMPONENTS ' ' /V���VI =��{:��i�. •• • • �m ft with the FImW12 T_. 4/14/10 EIm611 = �L ECO iNe. METCOE DATE AcaOpu�n 2Z.0$ �9 � ,•��= sKnacNr sPEtx4Ln co:,Ntc. SCALE e 1/2'm 1° 1 tion ante TILL T TEfTINO t[NOIN[[11X0 COMPANY ru.m 1sNn m m Q�• 7�ih�t1' ;"'u'� P.•'�C����� "ri`.n mj,°wia'•i'o'. cz i�1�`i�1tl nawwom°�i� 11ww pans 15-100 • -�•:uW�MM.w:n DINMNO N� • • fl CY)ntro • • //////t ••••••' 1514" WALTER A�lN Jr.P.E. rtnrnw raw rrt • • 000 '•ML4A1 E E tOUNX • .E. SEACItlN1I�URE/DATE n.aeNrA ue./44167 •1En 2 a e • • • • • ••• G • ••• • •' ••* •, : •A - KEY PLAN A'` '+ _. • + SILL POINT TO SILL POINT 41 o • SRL POINT TO SILL P13INT G2 •• NIA L S EXTR. • : • s `� ALUN.CMS(BEYOND) 12.1_.. 00 AUDI,ACAPPS(avenin GI • • ' • ..••• ." 4 , • • • DACKER RING SLOPE • &. 2iF, . Q ••• • • �'• i SILICONE ISaR�RDD 1,1A 4 SLOPE • • • ••• • • LOCATIONS ALU(.GLAZING ANGLE BLACK SILICONE ICA ANT LIIP k,j• W FOAM BACKER ROD 1/4•M 4'LO. BSB EVIL ALUK SCTTINO BLOCK RAFTER(BEYOND) _ TYP,Al OTR.PT$ 1/4'x 4'L6 039 EXTR.ALUM SETTING BLOCK RAFTER(BEYOND) 1/4'0 VEEPHOLE TYR AT OTR PTL AT 30•CC. V AT LOCATION 1 3/B•B AT LOCATION I f/4'P VEEPNOL[ Aoge LIM m %—AT LOCATION 3 3/4'A AT LOCATION 3 (SEE NOTE W1) UJIF.S'S' AT 3W OC, V�1L�AT LOCATION 1 3/B'0 AT LOCATION 1 V�B►VAIMER "8 EXTFL (59;AT LOCATION 3 W AT LOCATION 3 1/{'Y K I•LO.LS' (SEE NOTE IA/1) ALUµ-SRL I E NOTE fA/D U.N.F.S.S. TYPE F N.B(B.T THFNFB0.T (E)PER RAFTER t/4-0x I'LG.S.S. V/NOT S WASHER I TYPE T NA0.T .<SCE NOTC IA/17 IBllf EXTR ALUL (B>PER TINTER i fes.AT Ir Mr—EXTR.ALIM TA fl/B'POP-RIv[i ANCHOR CLIP a• (SEE NOTE IND DIMPLE SILL TO AT lE'QC, HOLCLOSURE D O.C. + )e• 4• B' W/ SIUCCNE SFAUVIT DA/0'ALUN HOLD CLOSURE 1� � 1• B• 024'3 O.C. 4' OA40'ALUM, TRA.PMI W/SXICONE SFAIANT FLASHING ISOLATE 1• B' U40'ALUµ RCE NOTE IA/1) CAW ALIM SILL PAN FLASHING ISOLATE (SCE NOTE W1) SIUCONC SEALANT SILICONE SCALANT I I I ANCHMS REE NOTE IA/D ANCHORS(SEE NOTE lA/D I I I I � I I III III III III EXISTING CURB _ III III my SEC OTC 3/1) I I I EXISTING CURB f BY OTHERS 1 I (SEE NOTE 3/1) ROOFING NAT'L. f, BY OTHERS ROOTING KAPL. W BY OTHERS QC CURB wv PROVIDE DN OQ CURB I` PROVIDE DIM . 4 SCALE NLLIL Y��ER A.'l�/� A SILL DETAIL `` P SCALE NLL FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE P..Niq�rC 1,,.• F : elole 710000,we 16'-B'MOx.EOIIAL SIDED IMPACT • u no..`61i �•,.. ?, L = RESISTANT PYRAMID SKYLIGHT Arr.:,.L•,,,•,.../S,p6Z, og '_'-' ' �L E C O�Na. sMnIDIn�E�Ciu�E o..INCA. 4/DIAYS q'sf�7' Lo LO ,�,,•, � Q;= TILLIT 713TING k SHOWERING COMPANY I)IB YA'l1 Im THREW ww N.M. J)4&. 6(M TR n.4)Iw a ptN �•(',�i .P .:�4�..Z�' n.+'�"()�AiL'-'Ip�qp � t+wun-wl naRa °wnEura I:Nwart wKo�B 15-100 �,�1„^I F, •' 111 ORA'AINO Me S� G ��•� wN TER ABTIJr.P.E. m. roux. MIAMI-DADE COUNTY P.E. �I� �q GATE FLOwOA Do.j 441!7 x Bxcn s or e m 03/B' 3/4'I ST-IST. _ (`.Y�\ RNp H6 KB0.T,C3)PER 07/8'x 3/4'LG STSIDE RAFTER AT EA SLOE PIIA�KAT•-PER RAFTCR AT EA.SIDE KtY FlAM 3/8•BENT ALUK BRACKET3/8•LENT ALUM. \ \ 838 EXTR.ALLIK JACK RAPIER 338 EXTR.ALUM. JACK RAFTER BA I I 03/8•UAF.x 3 5/8•LE* /` 1 `•/ LACAnCNB i ST./ST.THiU-10.T 83/8'LWT.x 3 5/e'LUNO, / 1 f3>PER RAFTER STJST.THRU-HILT 0)PER RAFTER 838 EXTR.ALIAL HIP RKTER I 838 EXTR. WN. A \ HIP RAFTER I \ RAPIER IP CONNECTION DETAIL LAN - ��nAl RAPIER IP CONNECTION DETAIL PLAN BALE FALL t � �' EXTR.ALUM.PITCH EXM ALUM,PITCH ADJ t CONT.BLACK SILICONE SEALANT OIIT.BLACK Sa1CONE SEALANT CONE.BLACK SKICONE SFNN ONf.BI/CK SILICONE SEALANT EM.SR .SILICONE GICLAIMOASNEI KXINE OLAZINC OIMR EXTR.SILICONE OIA21NO OA3KET E1fTN RSIl1C0NE GLAZING /78 DM ALUM.SPACER /75 VIM.ALUM.SPACER Ih /75 EXTR.ALUM.SPACER 176 EM.ALUM. G2 I 2 G 300R 1 ' b r � 1 - 15 7• ? BENT ALUM.BRACKET -_-$- a SECTION 0-8 • • •• ••• A`````+�pUTULUHINIq .Tit oN B'-B' II-M FURL ••• ••• • • • �� P�•''' E Q FLORIDA BUILDING:CODE;(HIGH VELOCITY HURRICANE ZONE • • • • • • • 07015 TLRCO,INC 15'-8'Max.EQUAL SIDED IMPACT DMAN W. k �• ?ROS1t1Ci RBasD •• + N0.44167 RESISTANT PYRAMID SKYLIGHT M.L. ••• • vB1111dIog iJl Lh/FAI,Tda *,• IS �� 4/14/IS a55PT,nr<� .0 .o IL ECC INe, 'METCOE oac 8 of sKwcHr srecMLn w.,INc. C(,� 11-T n3nNo k ENCINEERINc COMPANY 1715 xm 1001h fIAEEfi x.x. N •.]00.xAaw M1 wl• a RpA10 • l> �p°„r�„ 15-100 D i, , \� Mme d0] N� (,L7p 11-INI NDAIDLR COIICfM7 DMYMO RA • • • W •,�.Cbntml : '/a, NAI ���` EB-00DO71R wxs.na SN[Ef 5 or s • • • • IRI MI- n COUNT)• •P�. S�EAINBIONOGE/DATE RFLORIDA-I%4415E.E • • • • ••• ••••• • • • • ••• • . ... • .;IN . ..• • ... 00 0 . . • ••• : • ... •s. -..-�r _ —., _. ._-_ KEY PLAN — • ALU%ANGLE CLIP L197'xLI3i'xUe3'xLRR3'LQ' (e)1/4-0.3/4-Ir. S.S.NMR • • • • • 00 SIL POINT TO SILL POINT W/NUi,FLAT%LOCK WASHERS . 6 - TTP.EACH LEO • i ... -- ----- --------= LOCAIMS UPS'THIL ALUN.CLIP AT EACH PATTEN--,,," II — LINE OF CURB IELOV(SEC NOTC 3/17 3/IR'ex3/IOC WA HERS MIT,FLAT G LOCH (P)PER RAFTER RAFTER I I SCC NOTE IA/I) III \♦ '/ --_� ,III x IC IE TIt.ALUM 11 I I (SEE NOTE IAn> e I III I > G1,G2 I 1'3x3 vew uAr. W/NUT,,FLAT LOCK WASHERS II (SEE NOTE 1A/D I R39 EXTR.ALUK NP RAFTER 3 CORNER DETAIL (PLAN) 0 BCALEI NLL 1111N111111111ryp// %����ER A; FLORIDA'BUILDING CODE (HIGH VELOCITY HURRICANE ZONE \" s '9 f= .2013 TV=PC 1e'-3"Mox.EDUAL SIDED IMPACT DRAWN Of. PQOC%1C1'RBV19tiD RESISTANT PYRAMID SKYUCHT Y.1 y oe.tptrine N%In 11w FbTlda ?c�'N�'NMETCOE 4/1./13 ewed(ns Code IMICONla o� o: �, ol *_ �. ECP 1Ne. SKTUCHr SPECIALIY CO..INC. NOTE I 'L E TILUY TERTINO 4 CNOINCGINO COMPANY 1713 TAE(17Yh e11EE7, •'161 Nn:.w�6rlw1 `-t '"rte.M r1-s117 a1w nmw omle�Ymiairt°mNcmw 15-100 Pe dn 'i//y '• 4 -(IOO�e7tR YwY3i sm n w 3.a�nw 7sR OURMO We sut •• 4. "LE� " P.E. aEn s a eMIAMI-DADE COUNTY P. E FLOR"u447 12 PUN PDEWIW F RAN wENINN •, 1 EDP.WASHER SS.HNMB w/ /124 EXTR.ALUM.CM 4rAL MP a' d-O 1 1 41AAIB DaR. y. TNEOP.WASHER AT 6't O.C. `Q .. , v+x•E'P 1/4'6.1 Z0.S.S.HHMB ALUM.CAPS 166 MR.ALUM.CAP NW6 641Aa8 EM. Wj,NEOP.WASHER I IM.ALUM.PRCN ADJ �•Y t, ALUM.GPS CONE.BUCK AT 6't O.C. CONT.BLACK MR.ALUM.PITCH ADJ 1y,184 SILICONE SFAIIM,: COM.BLACK 81UCONE , tel/` SILICONE SGIANT I SST A M.BLACK SILICONE SFILIWf LACK t� CONCiACKE U G .. �,. OEM.$MARE EM.SILICONE GLAZING GMK GLAZING GASKET G1 GT EXTR.SILICONE w - EMIR. IUOONE . EXTR.SILICONE GLAZING OISKET ' GLAZING GASKET GLAZING GASKET (TYP.) PITCH AD) (TYPJ 4'LG.JAMB BLOCK [M.SILICONE 6 O(fR.NUM. 54. CA ER TV.•OTR,PTS. I (IOL ZING GASKET 1 I 4'I.D. POM JAAq BLOCK TYP.AT GTR PIS. 1 UM.GLAZING GAA I I 114'4.1'LC OETR. IM.RAFTER 116 EXTR. I ' AL�.x-BAR /36 FR7(TR.NUM. AW S14i. BN1E 1 RAFTER DETAIL _ 2 HIP RAFTER DETAIL X-BAR DETAIL'-T 7 .ARL 7 BCALB PULL SCAIJD AAL PtAll Rloat•1 ! RAy 61NGOION•. /124 EXTR.NUM.CAP 1/4Yx2j1D.S.S.HNIAB W/ 12 1/4Y.2j%G.S.S.HHMB W 41A&B EXTR. NLXKP.WASHER AT 6't 0. 00 EXTR.ALUM.CAP NEOP.WASHER AT 6't D.C.. I �M,CAPS OITR•ALUM.PITCH NU - EXTR.ALUM.PTRXI AOJ 4 SL ILP T'�' I CONT. BLACK SILICONE I CONT. BLACK SILICONE CONT. BLACK SILICONE SEALANT NT.BLACK SILICONE SEALANT ALUM.CAPS G SEALANT = BEMA"2 EM11.SILICONE GAZING -EKTASILICONEGLAZING ET AM SILICONE iEALAM I G2 I G2 V/FW SACKZR ROD<TYPJ' G2 — R I I �i EXTR.SILICONE GLAZING GASKET ® EXTR.-SILICONE OWING. "UET or. PITCH NM EXTR.SILICONE 76 ORE.ALUM. GLAZING GASKET 4'LO JAMB BLOCK EXTR.SILICONE 1 J• PACER. W.P. (nPJ TYP.O OTR.PTS. I GLAZING GASKET I 4'L0.EPOM JAMB BLOCK 11��44 (TYP.) I TYP.AT GTR.PIS ALUM`.1GlAZGk BAR I I IAUW7RA. SEE TYP..EA wk IOND I 1 I •' 11.6 OBIT. MX-BAN I /76 EMR. � 1 RAFTER T • `""R AST/(E/'� ;IP RACAM S DETAIL Man.NUM` •• 0. � • i • • ���• " •��l�yy FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE • • • • •• F �� 0216 TILTECO,INC 16'-6'Mox.EQUAL SIDED IMPACT • ••• •PR�Dl1�1'RIJIVISIAD ••• _ .L RESISTANT PYRAMID SKYLIGHT. M.L I X-BAR DETAIL • • •E06I�SOaI&I•MST•w11hIRBSt*Id0 0. 7 SLALB FULL • • • • Ae Wing No 08 4/14/16 • O '*; a- - I L E C O SBBO. SKYLIGHdo T SPCEML°EA..INC. GR BTPlrmion O.EI GSy�Z' O 71U11 T[6TW0 a ENGINEERING COMPANY 111!KEit 1T6N iTT[/T N..>aIA Y.x.. wK01w n sTlx wlocNt a lm�l" 15-100 • DX • :.�Q•'. F(• P V. N....i liW7.SI ru:( N-l-I nelllM OBIN6Yfg1i WIWM WNQP19 4 n I• : Si,^I,, `� CIL-00061EG "wsrc. MINING H. • • • WALTER A TAINT JI.P.E. a • • 4MIAMI�I! E BOUNTY •P.�:'IS t QI� �11�t�/DATE FLORIDA U..IS /44167 SHEET 1 or 0 • • • IS • ••• .• /1 • . . • ... . .. e B/e'LONHi iX111v.31u a ' ••s. • ••0 e a/e•L 3m�No Wpm 1•.S 1/P x 1/Y '1•,3 1/4'.1/6' ST/9T Pure wABNd ST/ST PLATE WASH" are•ALLAN 10.P \ •• i•• �•• 1'• :•• •• 3/91AUOL CLP \ / MWLT-MLLFILDTAP • • • e ••• • E�SIDENOF RAPT" <D EA SIDE OF RAFTER tDOAT1aNB 038 EXIR AUIL 238 EXI,AFTER PK "IF RAFTER HIP 3/e'/.1 Ire'2S.MBOLT / 3/8'1 x 1 1/2'tE.N90LT / DRILL,TN L MIT / DRILL,TAP L NUT <@>AT EA RAFT" fD AT CA RAFT A. COIAP.RMO DETAIL UILWCOMP.RDETDETAIL PULL 1 EONS PULLING .050 ALM CHINA CN 440 ALUM. SILICONE SEALANT CHINA CAP SILICONE SEALANT WITH FORM + VITVEEN f4U1 CMS ROD C12 HACKER ROD BETWEEN#41A CNS G2 G1 G1 039 EXT t ALUM, r NIP RAFTER 238 EXTL A-UIL �J 1 HP RAFTER I ZrT 3/B•e x 1 1/!•S.B.ABMTDRILL.TA►4 MIT 3/BY x 1 1/2'S.S.M30LT<i0ATEARAFTER DRILL,TN N NUT<e7 AT CA RAFTER 3/9•Aum.CLP I 3/2'ALUM,CLIP I lr 1 I I I I � s/e o-HSiAla AWA.BRACRIiT 3/BY S.S.FIND No 1 I MSOLT-DRILL N TN IS,EN 3/8.0 IS, NO W EA SIDE OF RAFTER M30LT-DRILL I TN I L@7 EA SIDE OF ENTER 1 r 1•.3 1/4•.1/0• ST/3T PLATE WASHER 1•.3 1/4' ET/ST Pure WASH" W.3•.3Ar e 5/w LONG COMP.RING s'.3•.s e• SECTION A-Aa a/eG•`1 CDIIP. NO SECTION A'-A! so"mu FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE Wola TLTECo.INC 1e'-e"Max.Eau&SIDED IMPACT DnAm BYt PRODUCTREVISED '• N '2 RESISTANT PYRAMID SNYUCHT M.L Y�WYfnE WIlA ft Fb*do _ , 6uIlawgde s METCOE f/ATE AoaWDlt* .. . ' ECO 1 N C. SKYLIGHT SPECIALTY CO..INC. DAttTILER TESTING 2t ENGINEERING COMPANY 1710 MI`13M STREET 4M0 N., W 303,MRBNA n.311N G 00N0:'aaN°''' naww m ww wNooE 15-100 'I'D E@-00017014MN0 NR MP.E. /DATE WPLLGRRRIA ITun, %uu7E' w sxUi 2 of e 4 j� � Miami Shores FEB 4 2011 HVAC Load Calculations . for A+lxG Architecture 2420 SW 45th Avenue Fort Lauderdale, Florida ...... . .. •••• . • t. EIIL6 1 ....% ' .... . ..... HVAfN .. .. .... .... . RBSIDENmALR %no. : HVAC LOAD£ ••• • ...... .. ...... Prepared By: Michael Ayers Michael'Ayers; P.E. 2700 N. MacDill-Avenue, Suite 108 Tampa Fiorida 38618.4_„ 14' Monday, Febr ary 06; 017. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Mike Ayers Consulting Engineer Miami Shores Ocala.FL 34471 Page 2 Pro'ed Report General Project_Information Project Title: Miami Shores Designed By: Michael Ayers, PE Project Date: February 6, 2017 Project Comment: Client Name: A+IxG Architecture Client Address: 2420 SW 45th Avenue Client City: Fort Lauderdale, Florida Company Name: Michael Ayers, P.E. Company Representative: Michael Ayers Company Address: 2700 N. MacDill Avenue, Suite 108 Company City: Tampa Florida 33618 Company Comment: Design Data ,Reference City: Miami, Florida Building Orientation: Front door faces West Daily Temperature Range: Low Latitude: 25 Degrees *00000--: Elevation: 7 ft. •• . .0 . Altitude Factor: 1.000 •.•.•. 0.. 0000 Elevation Sensible Adj. Factor: 1.000 000000 . . • • Elevation Total Adj. Factor: 1.000 00000 0000.. 0000 0 Elevation Heating Adj. Factor: 1.000 0000 • Elevation Heating Adj. Factor: 1.000 .00.00 0000 00:010* 000000 06:6 0000.10 Outdoor Outdoor Outdoor Indoor Indoor Grainn•: • Bulb Wet Bulb Rel.Hum Rel.Hurn Bulb Difference • 0 000040 Winter: 47 44.1 80% n/a 72 :I/a.•0 0000.. Summer: 90 77 56% 50% 75 55 • Check Figures 'Total Building Supply CFM: 2,450 CFM Per Square ft.: 1.021 Square ft. of Room Area: 2,400 Square ft. Per Ton: 404 Volume (ft')of Cond. Space: 21,600 Building Loads Total Heating Required Including Ventilation Air: 58,697 Btuh 58.697 MBH Total Sensible Gain: 54,900 Btuh 84 % Total Latent Gain: 10,710 Btuh 16 % Total Cooling Required Including Ventilation Air: 65,609 Btuh 5.47 Tons(Based On Sensible+ Latent) 5.94 Tons(Based On 77%Sensible Capacity) Notes--_- a= Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. r C:\Program Files\Elite\Rhvacw\Projects\Miami Shores Residence.rhv Monday, February 06, 2017, 2:24 PM rh,ac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ike Ayers Consulting Engineer ( Miami Shores cala,El 34471 f Pacie 3 Miscellaneous Re ort System 1 Whole House Outdoor Outdoor Outdoor Indoor Indoor Grains 1 Input Data Dr Bulb Wet Bulb Rel.Hum Rel.Hum DM Bulb Difference Winter: 47 44.1 80% n/a 72 n/a Summer: 90 77 56% 50% 75 54.55 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: No No Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data j Winter Summer Infiltration Specified: 1.050 AC/hr 0.550 AC/hr 378 CFM 198 CFM •••• Infiltration Actual: 1.050 AC/hr 0.550 AC/hr .. Above Grade Volume: X 21.600 Cu.ft. X 21.600 Cu.ft. ' 22,680 Cu.ft./hr 11,880 Cu.ft./hr •••:.. • X 0.0167 X 0.0167 •••• ' Total Building Infiltration: 378 CFM 198 CFM •' • Total Building Ventilation: 61 CFM 61 CFM � • ---System 1--- •••••• Infiltration&Ventilation Sensible Gain Multiplier: 16.50 = (1.10 X 1.000 X 15.00 Sumner feAp. Difference) . Infiltration&Ventilation Latent Gain Multiplier: 37.08 = (0.68 X 1.000 X 54.55 Grainj Difference)• Infiltration&Ventilation Sensible Loss Multiplier: 27.49 = (1.10 X 1.000 X 25.00 Wintergemp. Differemce} Winter Infiltration Specified: 1.050 AC/hr(378 CFM), Construction: Unknown ••: Summer Infiltration Specified: 0.550 AC/hr(198 CFM), Construction: Unknown Duct Load Factor Scenarios for System 1 Attic ' Duct- V_ `Duct Surface From- No. Type Description Location Ceiling Leakage Insulation Area MDD 1 Supply Main Attic 16B 0.12 6 150 No 1 Return Main Attic 16B 0.24 6 56 No a 1 C:\Program Files\Elite\Rhvacw\Projects\Miami Shores Residence.rhv Monday, February 06, 2017, 2:24 PM t , Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Mike Ayers Consulting Engineerqfl y� Miami Shores Ocala,FL 34471 _ Page 4 Load Preview Report Net ft. Sen Lat Net Sen Ht CI Act Duct Sys Sys Sys Scope Toni lion Area Gain Gain Gain Loss 9 9 Size CFM CFM CFM Building 5.474 439 2,400 54,900' 10,710i 65,609; 58,6971 741. 2,450 2,450 System 1 5.47 439 2,400 54,900 10,710: 65,609: 58 697 741 2,450 2,450 17,24 Ventilation 1,006 2,262' 3,2681 1 677 .,_Duct Latent _ .. _ '...._... . � � _ 645; 645E ' _ , Zone 1 2,400 53,8931 7,803 61,696- 57,020f 741 2,450, 2,450 17x24 1-Whole House 2,400' 53,893; 7,803E 61,696, 57,02 741 2,450 2,450 1-25 1 } • • •••• •••••• •••••• • •• •••••• • •••• • ••••• •••••• •••• •••• C:\Program Files\Elite\Rhvacw\Projects\Miami Shores Residence.rhv Monday, February 06, 2017, 2:24 PM I I Rhvac-Residential&Light Commercial HVAC Loads � Elite Software Development,Inc. Mike Ayers Consulting Engineer , j Miami Shores Ocala FL 34471 Page 5 'Duct Size Preview Room or i Minimum Maximum Rough. Design SP Duct Duct Ht CI Act. Duct Duct Name iSource I Velocity Velocity Factor U100 Loss Velocity Length Flow I flow Flow Size System 1 ; supply.Runouts Zone 1 ; �. 1-Whole House Built-In 450 750; 0! 0.1 718.81 741 2 450 2,450 1--25_ Other Ducts Supply Main Trunk Built-In 650; 900 0 0.1 864.8 741` 2 450 2,450 17x24 ._. ... _ Main Trunk MD Duct Sizer i 0 0 0 00031 0.08 0.0038 741 5 669: 669 669; 10x13 _ _ ;.. __.. . . _ .1 _.._ .! _. 400.4 _._ 472 472 107 8x12 To LFvin and Kitchen MD Duct Sizer 0 0 0.0003 0.08 0.01369 708 16 _ g._ Runout R-100 MD Duct Sizer 0. 0 0.01 0.08� 0.00664 8 107 107 _107. 7 Trunk to Kitchen MD Duct Sizer 0 0 0.0003 0.08 t 0.01024 547_2 11 152 152 152 5x8 Runout R-700 MD Duct Sizer 0` 0' 0.011: 0.08; 0.00864 387.1 9; 76 76 76 6 F Summary System 1 Heating Flow 74.1 --'--....-- Cooling Flow: 2450 • • ...... . .. ...... .... . ..... ...... .... ..... .. .. .... ...... l I C:\Program Files\Elite\Rhvacw\Projects\Miami Shores Residence.rhv Monday, February 06, 2017, 2:24 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Mike Ayers Consulting Engineer Miami Shores Ocala FL 34471 Page,6 Total Building Summaly Loads Component Area Sen Lat Sen Total Description Quan Loss_ Gain Gain Gain ,1A-cw-o: Glazing-Single pane, operable window, clear, 150 3,380 0 5,494 5,494 wood frame, u-value 0.9, SHGC 0.64 1A-cw-o: Glazing-Single pane, operable window, clear, 30 676 0 1,174 1,174 wood frame, external shade screen coefficient of 0.25 and 100% coverage, u-value 0.9, SHGC 0.64 11 D: Door-Wood- Solid Core 42 410 0 492 492 13AB-Ofcs: Wall-Block, no blanket or board insulation, 1778 8,134 0 6,964 6,964 filled core, siding finish 16DR-0: Roof/Ceiling-Under Attic with Insulation on Attic 2400 24,480 0 33,293 33,293 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, White or Light Color Shingles,Any Wood Shake, Light Metal, Tar and Gravel Membrane, R-0 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 200 6,790 0 10 0 insulation below floor, any floor cover, passive, heavy moist soil .... Subtotals for structure: 43,870 :0 .'. 47,4T7••• 47,4t?•+- People: 2 46V QOq •0 1,060- Equipment: ,060-Equipment: 6b'." 300 .0 '300• • Lighting: 0 06.00' 0' ;096 Ductwork: 2,758 6450*. 2,314.:. 2,955 • Infiltration: Winter CFM: 378, Summer CFM: 198 10,392 7,34`30' 3,266 10,60,:• Ventilation: WinterCFM:_61., Summer CFM:_61_ 1,677 2,f6�0*: - 1,006"' __._.3,258' I Total Building Load Totals: 58,697 10,7,14... 54,900• •65,609 + I Ch6cWrlgures . . 000600 6 Total Building Supply CFM: 2,450 CFM Per Square ft.: '6.• .-0, 01.021-- Square 1.021•••• Square ft. of Room Area: 2,400 Square ft. Per Ton: •�; 404 Volume(ft3)of Cond. Space: 21,600 Building Loads Total Heating Required Including Ventilation Air: 58,697 Btuh 58.697 MBH Total Sensible Gain: 54,900 Btuh 84 % Total Latent Gain: 10,710 Btuh 16 % Total Cooling Required Including Ventilation Air: 65,609 Btuh 5.47 Tons(Based On Sensible+ Latent) 5.94 Tons(Based On 77%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Program Files\Elite\Rhvacw\Projects\Miami Shores Residence.rhv Monday, February 06, 2017, 2:24 PM 1 i Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inca Mike Ayers Consulting Engineer Miami Shores Ocala FL 34471 Page 7 System 1 Whole House Summary Loads 'Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1A-cw-o: Glazing-Single pane, operable window, clear, 150 3,380 0 5,494 5,494 wood frame, u-value 0.9, SHGC 0.64 1A-cw-o: Glazing-Single pane, operable window, clear, 30 676 0 1,174 1,174 wood frame, external shade screen coefficient of 0.25 and 100% coverage, u-value 0.9, SHGC 0.64 11 D: Door-Wood- Solid Core 42 410 0 492 492 13AB-Ofcs: Wall-Block, no blanket or board insulation, 1778 8,134 0 6,964 6,964 filled core, siding finish 16DR-0: Roof/Ceiling-Under Attic with Insulation on Attic 2400 24,480 0 33,293 33,293 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic with Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel Membrane, R-0 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 200 6,790 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 60#10 Subtotals for structure: 43,870 :0 .•. 47,4117009 47,41• • People: 2 4666 69U. •• 1,060 •�• Equipment: *b*:** 3100 ..Ligh300•�• ut0 twork: Dc2,758 643616. 2,114..:. 2,955 Infiltration: Winter CFM: 378, Summer CFM: 198 10,392 7,3436•• 3,266 10,80 •• ,Ventilation: WinterCFM:.61, Summer CFM: 61 - _ _._ 1,677 2,2$2:66: ..-1,00 ''•____3,288' • `System 1 Whole House Load Totals: 58,697 10,71a... 54,900 . 65,609: • Check Figures ••'••• 11 Supply CFM: 2,450 CFM Per Square ft.: 0 0• 1.021;•••• -Square ft. of Room Area: 2,400 Square ft. Per Ton: ••; 404 Volume(ft3)of Cond. Space: 21,600 S stem Loads Total Heating Required Including Ventilation Air: 58,697 Btuh 58.697 MBH Total Sensible Gain: 54,900 Btuh 84 % Total Latent Gain: 10,710 Btuh 16 % Total Cooling Required Including Ventilation Air: 65,609 Btuh 5.47 Tons(Based On Sensible+ Latent) 5.94 Tons(Based On 77% Sensible Capacity) Notes I Rhvac is an ACCA approved Manual J and Manual D computer program. 'Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C:\Program Files\Elite\Rhvacw\Projects\Miami Shores Residence.rhv Monday, February 06, 2017, 2:24 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 3 Mike Ayers Consulting Engineer Miami Shores Ocala,FL 34471 Page g 1C) System 1 Zone 1 Summwy Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total l Description Quan Loss Gain Gain Gain 1A-cw-o: Glazing-Single pane, operable window, clear, 150 3,380 0 5,494 5,494 wood frame, u-value 0.9, SHGC 0.64 1A-cw-o: Glazing-Single pane, operable window, clear, 30 676 0 1,174 1,174 wood frame, external shade screen coefficient of 0.25 and 100% coverage, u-value 0.9, SHGC 0.64 11 D: Door-Wood-Solid Core 42 410 0 492 492 13AB-Ofcs: Wall-Block, no blanket or board insulation, 1778 8,134 0 6,964 6,964 filled core, siding finish 16DR-0: Roof/Ceiling-Under Attic with Insulation on Attic 2400 24,480 0 33,293 33,293 4 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic with Radiant Barrier, White or Light Color Shingles,Any Wood Shake, Light Metal, Tar and Gravel Membrane, R-0 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 200 6,790 0 0 0 insulation below floor, any floor cover, passive, heavy j.....__moist soil _ _._.__.._. - ---- __. - - - - -- - - - - .... Subtotals for structure: 43,870 ;0 47,45--*•• 47,410-A••• People: 2 46fl' W% •, 1,060+ Equipment: 'U':" 30060 300• • Lighting: 0 ease" 0 • :.Q..: Ductwork: 2,758 .b•". 2,,jja.;. 2,310 • _Infiltration:-Winter CFM:_378,_Summer CFM: 198 10,392_.- ._7,34'3" _3,266 10,eel. System 1, Zone 1 Load Totals: 57,020 7, , y - - W..• 53,$$j.�- 61,666' Check Figures V$V: Supply CFM: 2,450 CFM Per Square ft.: , •••;-1 021 Square ft. of Room Area: 2,400 Square ft. Per Ton: '..• „� 4V ... Volume (ft )of Cond. Space: 21,600 • Zone Loads _ Total Heating Required: 57,020 Btuh 57.020 MBH Total Sensible Gain: 53,893 Btuh 87 % Total Latent Gain: 7,803 Btuh 13 % Total Cooling Required: 61,696 Btuh 5.14 Tons(Based On Sensible+ Latent) 5.49 Tons(Based On 77%Sensible Capacity) - ,Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. -Be sure to select a unit that meets both sensible and latent loads. l C:\Program Files\Elite\Rhvacw\Projects\Miami Shores Residence.rhv Monday, February 06', 2017, 2:24 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Tnc. Mike Ayers Consulting Engineer Miami Shores Ocala FL 34471 Page 9 [:System 1 Room Load Summa Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Cig Sys FNo Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM '---Zone 1--- 1Whole-.House _--_.-2,40057,020 741 1-25_ -_-71953,893.__ _.7,803.___._2,450_ ..__2,450 Ventilation 1,677 1,006 2,262 Duct Latent 6-45---- J-----------Systeml total_._ 45 -_-----------System-1total-- _. ._. ._.. 2,400-..__-58,697 - -741 -- --- -- - - _._54,900. .10,710- _____2,450___ 2,450- System 1 Main Trunk Size: 17x24 in. Velocity: 865 ft./min Loss per 100 ft.: 0.069 in.wg Coolinq System Summary h Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 5.47 84%/ 16% 54,900 10,710 65,609 Recommended: 5.94 77%/23% 54,900 16,399 71,298 Actual: 4.00 75%/25% 36,000 12,000 •"". 48,000 Equipment Data '. ` .. •_ _• Heating System Coolinq Sycti.• • Type: Electric Resistance Standard Xr•Gboditioner •• ,••••: Model: 2TTZ9048B1 .... •••• • Indoor Model: `...•' ;'•••• �••� Brand: Trane XL19i Description: HEAT PUMP ::�::� ••::.. :=:: Efficiency: 0% 0 SEER �••�.� • Sound: 0 0 bels ...• Capacity: 65,000 Btuh 48,000 Btuh ••• p ty: Sensible Capacity: n/a 36,000 Btu*tr• .•. ;'•• ; Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 797465 r C:\Program Files\Elite\Rhvacw\Projects\Miami Shores Residence.rhv Monday, February 06, 2017, 2:24 PM �^t FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Miami Shores Residence Builder Name: Street: 922 NE 91st Terrace Permit Office: City,State,Zip: Miami Shores, FL,33138 Permit Number: Owner: Jurisdiction: Design Location: FL,Miami County:: Miami-Dade(Florida Climate Zone 1 ) 1. New construction or existing New(From Plans) 9. Wall Types(1998.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul, Exterior R=13.0 1800.00 ft2 b.Concrete Block-Ext Insul,Adjacent R=13.0 198.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2400.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 2400.00 ft2 6. Conditioned floor area above grade(ft2) 2500 b. N/A R= ft2 2 Conditioned floor area below grade(ft2) 0 c. R= ft 11. Ducts R ft2 7. Windows(222.0 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Main a. U-Factor: Dbl,U=0.55 222.00 ft2 SHGC: SHGC=0.25 .''•• b. U-Factor: N/A ft2 12.Cooling systems ; ••• to/ht•••Efficiency••40 SHGC: a. Central Unit •�` • 650•SE ER:14.00 •: ,c. U-Factor: N/A ft2 ••• •• • • • SHGC: 13. Heating systems •••• kBtu/hr Efficierf ••• d. U-Factor: N/A ft2 • • • �«•���°: "� ••••• SHGC: •••• • ••i••• Area Weighted Average Overhang Depth: 0.892 ft. 14. Hot waters st • • • Area Weighted Average SHGC: 0.250 y 8. Floor Types (2400.0 sqft.) Insulation Area • • ; ••;• a.Slab-On-Grade Ede Insulation R=0.0 2400.00 ft2 • ••.•1. 192 • 9 b. Conservation features b. N/A R= ft2 •••• : .•. • �••••� c. N/A / R= ft2 15.Credits ••• None Total Proposed Modified Loads: 82.34 Glass/Floor Area: 0.089 - `� PASS Total Baseline Loads: 95.81 I hereby certify that the plans and sp ons covered by Review of the plans and TH O� E S7p, this calculation are in co li ce wit Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: '!� t C - B� Before construction is completed DATE: _ -f��`/ this building will be inspected for 'Y a compliance with Section 553.908 c tr I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OD WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. i 2/6/2017 2:29 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 4 FORM R405-2014 PROJECT Title: Miami Shores Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2500 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 922 NE 91 st Terrace Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: Whole House Fan: City,State,Zip: Miami Shores, Family Type: Single-family FL, 33138 New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating 1 Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 2500 22500 • . •.•..' �. SPACES • ...... . .. ...... Number Name Area Volume Kitchen Occupants Bedrooms Infil jQ Finished Cooled :•44eJed 1 Main 2500 22500 Yes 4 3 1 ""Yes ' 0 Yes ••69tf0 0 FLOORS •' •• •••• •••••• # Floor Type Space Perimeter R-Value Area • •Tile • Wood •carpet• 1 Slab-On-Grade Edge Insulatio Main 200 ft 2400 ft2 ' 0 0 ;,01*9; ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2383 ft2 0 ft2 Medium 0.85 No 0.9 No 5 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2200 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 Blown 2400 ft2 0.11 Wood 2/6/2017 2:29 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Qrat To W 'all Tyne Space R-Value Ft An Et In Area R-Va111P Fraction A ° _ 1 N Exterior Concrete Block-Ext Insul Main 13 60 0 9 0 540.0 ft2 0 0 0.75 0 _ 2 E Exterior Concrete Block-Ext Insul Main 13 40 9 360.0 ft2 0 0 0.75 0 _ 3 W Exterior Concrete Block-Ext Insul Main 13 60 9 540.0 ft2 0 0 0.75 0 _ 4 S Exterior Concrete Block-Ext Insul Main 13 40 9 360.0 ft2 0 0 0.75 0 5 E Garage Concrete Block-Ext Insul Main 13 22 9 198.0 ft2 0 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft. In 1 N Wood Main None .46 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Low-E Double Yes 0.55 0.25 72.0 ft2 1 ft 0 in 0 ft 0 in Drapes/blinds None 2 E 2 Metal Low-E Double Yes 0.55 0.25 72.0 ft2 1 ft 0 in 0 ft 0 in Drapes/blinds None 3 W 3 Metal Low-E Double Yes 0.55 0.25 24.0 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 4 N 1 Metal Low-E Double Yes 0.55 0.25 54.0 ft2 1 ft 0 in 0 ft 0 in Drapes/blinds None GARAGE ' # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height • � osed ja-Insuiati� on r '• 1 220 ft2 384 ft2 64 ft 8 ft ••••••• 1 . . INFILTRATION •••• ••••• # Scope Method SLA CFM 50 ELA EgLA ACH ••••.ACH 50 • .' • • • 1 Wholehouse Best Guess .0003 1967.3 108 203.11 .207 5.246 ••• • ••• • • • COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR f Block Ducts 1 Central Unit None SEER: 14 65 kBtu/hr 1950 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft2 2/6/2017 2:29 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 500 ftz Attic 125 ft' Default Leakage Main (Default) (Default) No 1 TEMPERATURES Programable Thermostat: None Ceiling Fans: CoolingJan ]Feb [ ]Mar A r JIMa X Jun ri Jul n Aug X]Se [ ]Oct [ ]Nov Dec HeatinHJan f X]Feb [X]Mar E Apr f May 4 Jun JulAu ]Sep [ ]Oct [X]Nov Dec Ventin Jan [ ]Feb [X]Mar [X A r [ Ma [ Jun Jul Aug ]Se [X]Oct [X]Nov H Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78. 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68, 68 68 • • 0000 0000•• 0000•• • •s 0090•0 • 0000•0 • • • •00.0• 0000 • • • • • f •segs• 0000 • •see• 0000•• 0000 sees* •♦ •• 0000 0•s••0 • •ss••• • • 0000•• so 0 000 A 2/6/2017 2:29 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 r M fr Nino & Moreno. Inc. Consulting Engineers-Civil/Structural Engineering and Site Development 12225 NW 83rd Place,Parkland,FL 33076 I Ph.(954)340-1409 - (305)906-6085 t STRUCTURAL CALCULATIONS Project: 922 NE 91St TERRACE MIAMI SHORES—IMPROVEMENTS N&M• # 16061 Address: 922-NE 91St TERRACE MIAMI SHORES, FL Miami-Dade County Date: 02[93`/21017 '•••.' Reference Code: Florida Building Code 2014 ;••••� Programs used: •.... .. .. .... ...... INDEX Chapter Pages •••��� Loads.. •• L-T to is-0. ...... .............._.............................................._............._......_....................................................................... ...... Beam & ConnectionsB-1 to B-10 ................_..._............................................................................................._..........................................__..._..._.............................................................................................. FootingsF-1 to F-2 ....................................................................................................................._...................._......................_..._........................................_._............................................................ F Licensed Engineer i Nino&MorL-no,Inc. • Consulting Engineers.#CA-30370 14225 NW;andFL Place, ✓ Parkland,FL 33076 Ph. (954)340-1409 - (305) 906-6085 Copy rfghf 9-2Uf 6 -�11 CE9IAwA: No` www.nin6m6reno.com FLO'WIDAIIC�K(SI=-"No. 69.3.05 PROJECT N©. 16061 DATE: FEB 0 3 7417 Nino & Moreno, InG PROJECT NAME qZ2 T Civil/Structural Engineering-Project Management G� n 12225 NW 83rd Place-Parkland,FL 33076-CA 30370 CALCULATED BY- A TE Phone(954)340-1409-www.ninomoreno.com' PROJECT NO- '6 06 t SHEET NO-L 1 :.......:.......:.................... ... ... .. ... .. ... ... ... ... ... ... ... ... ... ... .. ....... ................�. � ... .. .. .. ... ... ... ... ... ... ....... ...... :............. ....... ........ ... ... ... ... ... ... ... ... . ... ... ... ... ... :.......:... . �.. 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X6%.6...... .} ................... . .........=.........3..` . . ....... ....:.: ....... .............. '... ....... ....... .... :................... .... ... ... ... ... GC(S >tet ' ....... ....... .......:............................................ ..... ... ... ... ... ... ... ... ... .:.......:.. ..:.. ..:.. ..... ..:.. ..:.. ..... ..... ..:.. ..:.. ..:.. ..:.. . ..... ..... ....... .......'.......;.............. ....... ..... ... ... ... ..... ..... ..... ..... ..... ..... 1 .j Nino & Moreno, Inc. PROJECT NAME 922 NE 915' r Consulting Engineers-Civil/Structural Engineering and Site Development 12225 NW 83a Place-Parkland,FL 33076 -www.ninomoreno.com CALCULATED BY CODATE Phone&Fax(954)340-1409-(305)906-6085-CA#303711 PROJECT NO 16061 SHEET NO 2 r s , I DESIGN WIND PRESSURES E COMPONENTS S CLADDING PER ASCE 7-10 LOW RISE SIMPLIFIED PROCEDURE 30.5 Part 2 Roof slope angle 0= 190 r to 270 Mean Roof height h= 15 ft Least hztal.dim L= 54 ft, ��, -- �4= ,-�`� • Topographic factor Kn= 1.00 h -' „ �� "";• Adjustment Factor X= 1.21 `�a 2 1.• •• Va - .. ...... Wind directionality factor K = 0.85 O `4� •\ . I Risk Category 2 5 •Goo", •••:• • ..... Basic wind speed ULT V= 175.0 MPH Basic wind speed ASD V= 135.6 MPH �a z •.. .�„•• o o::*.o o Exposure C '<. • 10% Least Horizontal Direction 5.4 ft • ...... ...... 0.4h 6 ft Hip Roof(7.LA 5 270) 4%Least 11 13'rection 2:16:fit � *0 ••••• I a= 6 ft •• r ` Design Wind Pressure ps," Roof Walls, Overhang psf Zone 1 Zone'2 Zone 3 Zone 4 Zone 5 ' Zone2 Zone3 Effective Wind Area (ft)- (+) (-) (+) (-) t+) (-) (+) (-) (�) (-) :510 19.1 -30.4 19.1 -52.8 19.1 -78.0 33.2 -35.9 33.2 -44.3 -61.7 -103.8 20 17.4 -29.5 17.4 -48.6 17.4 -72.9 31.7 -34.5 31.7 -41.3 -61.7 -93.7 50 15.2 -28.4 15.2 -42.9 15.2 -66.2 29.7 -32.5 29.7 -37.4' •-61.7 -80.3 100 13.5 -27.5 13.5 -38.7 13.5 -61.1 28.2 -31.0 28.2 -34.5 -61.7 -70.1 200 26.7 -29.5 26.7 -31.5 I a500 24.7 -27.5 ` 24.7 -27.5 "'For Vasd=135.6,Exp. B, Kd=.85,and h=30 ft Design Wind Pressure Ps X Kn pneuo *Kd/0.85 ASD Design Wind Pressure p"" Roof Walls Overhang psf Zone 1 Zone 2 Zone 3 Zone 4 Zone 5' Zone2 Zone3 Effective Wind Area (ftz) (+) _ (-) (+) (-) (+) (-) (+) (-) (+) (-) i :510 23 -37 23 -64 23 '-94 40 -44 40 -54 -75 -126 20 21 -36 21 I -59 21 -88 38 -42 38 -60 -75 -114 50 18 -34-\. 18 -52 18 -80 36 -39 1 36 -45 -75 -98 100 16 r33; 16 47; 16 -74 34 -38 34 -42 -75 -85 200 32 -36 32 -38 >_500 30 -33 30 -33 "For Vasd=135.6, Exp. C, Kd=0.85,and h=15 ft I Wind ASCE 7-10 in progress=30.5 P2 Printed 12/24/2016 10:52:40 I Nino & Moreno, Inc. PROJECT NAME 922 NE 9i" Consulting Engineers-Civil/Structural Engineering and Site Development M" 12225 NW 83rd Place-Parkland,FL 33076 -www.ninomoreno.com CALCULATED BY DATE Phone&Fax(954)340-1409-(305)906-6085=CA#30374 .PROJECT NO 16061 SHEET NO I r. DESIGN WIND PRESSURES MAIN WIND FORCE RESISTING SYSTEM PER ASCE 7-10 CHAPTER 28-ENVELOPE PROCEDURE=Part 2 r I Roof slope angle 0=,. 19 deg Mean Roof height h= 5 ft Least hztal.dim L= 54 ft ,•�, •• • .• • Risk Category II © � • Adjustment Factor X= 1.21 O ....:. Wind direct.factor K = 0.85 ;••••• Exposure C I �•.. •• • Wind speed(ULT) V= 175 MPH •p ...• O • I •• E •• Wind speed(ASD) V= 136 MPH I ��•• 10% Least Horizontal Direction 5.4 ft i • 0.4h 2 ft o i �. «• •••• 4%Least Horizontal Direction 2.16 ft °O ',,• ; ••� ;.�• a= 3 ft • 0 W z Case A r Ca A Case B WIND PRESSURES fOR THIS13UILDING RT_ oof Horizontal Pressures Vertical Pressures Overhangs Angle A B. C D E F E Pf t 19 47.9 -13.3 31.9 -7.4 -42.3 -29. --29.6j' -22.1 -59.3 -46.4 REFERENCE VALUES FOR DIFFERENT ROOF SLOPES AND WIND PARAMETERS ABOVE Roof Horizontal Pressures Vertical Pressures Overhangs Angle A B C D E F I G H E I H 0 to 50 35.3 -18.3 23.4 -10.9 -42.3 -24.0 -29.5 -18.6 -59.3 -46.4 4 100 39.8 -16.4 26.4 -9.6 -42.3 -25.9 -29.5 -19.9 -59.3 -46.4 15' 44.2 -14.6 29.5 -8.4 -42.3 _` -27.7 -29:5 -21'.1 -59.3 ` -46.4 200 48.8 -12.9 32.6 -7.1 -42.3 -29.5 -29.5 -22.3 -59.3 -46.4 25° Case 1 44.2 7.1 32.0 7.3 -19.6 -26.8 -14.2 -21.6 -36.6 -31.2 ' Case 21 0.0 1 2.3 0.0 0.0 -7.5 -14.5 -2.0 =9.3 0.0 0.0 30°to 45°Case 1 1 39.7 1 27.1 31.5 21.7, 3.1 -24.0 1.0 -20.6 -14.0 -15.9 Case 21 39.7 1 27.1 31.5 1 21.7 15.2 -11.9 13.3 -8.5 -14.0 -15.9 C Wind ASCE 7-10 in progress\MWFRS 28 P2 Printed 02/05/2017 16:15:26 r f Nino & Moreno, InG PROJECT NAME fZZ /Ahe 91 15� Civil/Structural Engineering-Project Management CALCULATED BY �� ATF 12225 NW 83ro Place-Parkland,FL 33076-CA 30370 Phone(954)340-1409-www.ninomoreno.com PROJECT N0. 6606 SHEET NO 13 -t . n �� �....... ............. o I�c w1Z :c�'- . :. 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