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RC-13-2765 Miami Shores Village 1cF,T V�F,n Building Department MAR 10 2015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2010 BUILDING Master Permit No. -n--ks - PERMIT APPLICATION Sub Permit N6—T�� ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 511 IAE '13- S td i►- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1�. 52(S,0 30t- (SIC) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Lagk�o. Aylasrt2y' PcSotOIC� Phone#: Address: 54C, KIEcea- City: i ctdY1i State: !FzL_ Zip: F>'J6' Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ACwaW-Q- ExCavax-i!2�) LLC Phone#: Address: INC ) 1,4E 2?y�4 -•- City:-6MnDQY\C, '2:�ea&l State: G\oric'a. Zip: 3 coo( Qualifier Name: 42 Phone#: State Certification or Registration#: 2 S0 CO21 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: jj t Zip: "L`-' Value of Work for this Permit:$ r' Square/Linear Footage of Work: f I — Type of Work: ❑ Addition ❑ Alt7itionEl New /� ,,❑l Repair/Replace El Demolition Description of Work: k6rrs:;��— ///\- I) f"� C"� l r/�J N jZ Specify color of color thru tile: Submittal Fee$ In Permit Fee$ �5v' ,y CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) f Bonding Company's Name(if applicable) Bonding Company's Address - City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature f OWNER or AGE CONTR TOR The foregoing instrument was acknowledged before me this The foregoing instrum nt was acknowledged before me this 3 day of'cbR-)3- 20�, by -y—day of 20 1`J by r I ',Ct AbX=LK dsoQ , who is personally known to e��r�/l I' Q who is personally known to me or who has produced L_, v2 as me or who has produced c I J L-4 c-\I-A - as � � �-� (-P identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig Sign: '^ Print: 0, PrintC0. Vv` Seal: EALWd;" EBECAM.PASTRANA Seal:Y COMMISSION#EE872624REBECA M.PASTRANA EXPIRES:February 07,2017 �}'MY COMMISSION#EE872624 osr�0 EXPIRES:Febry 07,2017 APPROVED BY Y ?s Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) SNORE,S Miami Shores Village R Building Department LORN 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B._�COPY OF LOCAL BUSINESS TAX RECEIPT C. J COPY OF LIABILITY INSURANCE* D. J COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. ........................................................................................... BUSINESS NAME: BUSINESS ADDRESS: CITY STATE ZIP BUSINESS PHONE: ( ) FAX NUMBER( ) CELL PHONE( ) QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: BROWARU COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 DBA: Receipt#:262-a 7 ADVANCEEXCAVATING LLC INSTALLATION LP GASS APPL/E ITP Business Name. Business Type:>(INSTALLATION LP GASS APPL/EOUP) ' Owner Name:KEITH BIKES Business Opened:il/05/2007 L Business Location:11.40 NE 23 PL State/CountyiCertfReg:23069 POMPANO BEACH Exemption Code: Business Phone:561-602-5354 Rooms Seats Employees Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer fee NSI;l=ee Penalty Prior Years Collection Cost Total Paid@ 75.00 0.00 0.00 0.00 0.00 0.00 75.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS e THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. ; is 1 Mailing Address: KEITH BIKES Receipt #lCP-13-00002878 1140 NE 23 PL Paid 07/09/2014 75.00 16 POMPANO BEACH, FL 33064 07/08/2014 Effective Date 2014 - 2015 R d h I A,_,b I1.inC t.lf ' 4 Florida Department of Agriculture and Consumer Services Bureau of Liquefied Petroleum Gas Inspection P.O. Box 6700 Tallahassee, Florida 32399-6700 License Number: 23069 Business Mailing Address Licensed Location Address ADVANCE EXCAVATING,LLC ADVANCE EXCAVATING,LLC 1140 NE 23RD PL 1140 NE 23RD PL POMPANO BEACH,FL 33064-5546 POMPANO BEACH,FL 33064-5546 The,,I*,nuefj'edpet'rolepm gas license at the,bottom of,this form is valid ONLY for the company located at-the , address on the license. Each businessJot;ation of company must be licensed. All LP Gat licensis must be renewed annually. Any license allowed to expire shall become inoperative because of failure to renew. The fee for restoration of a license is equal to the original license fee and must be paid before the licensee may resume operations. IN THE EVENT OF AN OWNERSHIP CHANGE AT THIS BUSINESS LOCATION: This license maybe transferred to any person,firm or corporation for the remainder of the current license year upon written request to the department by the original license holder. License transfers must be approved by the department. All licensing requirements must be met by the transferee anda transfer fee of$50 will apply. To apply for a transfer,contact the Bureau of LP Gas Inspections at(850)921-1600, Pursuant to Chapter 527, Florida Statutes,LP Gas licensees must present proof of licensure to any consumer, owner,or end user upon request when engaged in the business of servicing,testing, repairing,maintaining or installing LP Gas systems and/or equipment. For future correspondence, please make any needed corrections or changes to your business mailing address and/or your licensed location address and return the UPPER PORTION with corrections to: Florida Department of Agriculture and Consumer Services Bureau of Liquefied Petroleum Gas Inspection P.O. Box 6700 Tallahassee, Florida 32399-6700 Cut Here State of Florida Department of Agriculture and Consumer Services Division of Consumer Services License Number: 23069 Bureau of Liquefied Petroleum Gas Inspection Expiration Date: August 31,2015 (850)921-1600 - Date of Issue: September 1,2014 License Fee: $200.00 POST LICENSE Tallahassee, Florida Type and Class: 0803 CONSPICUOUSLY Liquefied Petroleum Gas License LP GAS INSTALLER GOOD FOR ONE LOCATION ONLY ANY CHANGE OF OWNERSHIP OR SALE OF THIS BUSINESS RENDERS THIS LICENSE INVALID This license Is Issued under authority of Section 527;02,Florida Statutes,to: ADVANCE EXCAVATING, LLC 1140 NE 23RD,PIL ADAM H.PUTNAM POMPANO BEACH, FL 33064-5546 COMMISSIONER OF AGRICULTURE ..............— ........ ......................................... ..................... ........... ... ......... Florida Department of Agriculture and Consumer Services Bureau of Liquefied Petroleum Gas Inspection 3125 Conner Boulevard, Suite E Taiiahassee, Fi©rr'da 323011660 Master Qualifier Mailing Address Licensed Location:Address KEITH M SIKE5 ADVANCE EXCAVATING, LLQ: ADVANCE IaXGAVATING;LLC 1140 NE 23RD PL 1140 NE 23RD PL POMPANO BEACH, FL 33164-5516 POMPANO BEACH, FL 33064-5546 Certificate Number License Number 23006 23060 This Master Qualifier Certificate is issued pursuant to Chapter 527, Florida Statutes. This certifi t�� is valid only for the person and licensedholder listed. Anv changes to the Master Ovalifer sr�t.I kGot:;i at; I.ansf ror terMinat'lon of empldyment) must be reported to the,"Bureau of LP Gas Inspection. at(8501)921-1600 immediately. The Master Qualifier Certificate is valid only through the,date noted.on the Certificate. A notice of renewal will be sent to you in advance of your expiration date. A Master Qualifier Certificate may be renewed if certification of a minimum of 12 (twelve) hours cantinung education is provided along with the renewal form. If training cannot be documented, an examination must be taken. If there are any errors on the certificate, please submit all changes in writing to: Bureau of Liquefied Petroleum Gas Inspection 3125 Conner Boulevard, Suite E Tallahassee, Florida 32399-1650 Cut Here — - i State of Florida Dona rt elnt of Services Division of Consumer Serviced Certificate No: 23006 ,i Bureau of Liquefied Petroleum Gas Inspection Exam Date: February 28,1*007 ��'' (850)921-1600 Issue Date: March23„20'f3 ` r Tallahassee, Florida Expiration Date: March 22 2015 ,... ;, Exam:.0803. MASTER QUALIFIER CERTIFICATE ThisCertificate is issued under Puthorityof Section 527.02, Florida Statutes,to- KEITH M BIKES Valid'For - Livense Number: 23069 ADVANCE EXCAVATING,LLC a 'f 1140 NE 23RD PL ADAM H.PUTNAM POMPANO BEACH.,FL 33064-5546 COMMISSIONER OF AGRICULTURE i ADVEX01 OP ID: SE .4�oRo CERTIFICATE OF LIABILITY INSURANCE FDATE 01 5Y) 03105!2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsement(s). PRODUCER CONTACT NAME: Katie Jackson Gateway-Acentria, LLC PHONEFAX 2430 West Oakland Park Blvd. Arc No. o E: :954-735-5500 A1c No): 954-735-2852 Ft.Lauderdale,FL 33311 MAIL AnDRESS:certificates@gatewayins.com INSURER(S)AFFORDING COVERAGE NAIC i INSURERA:Mid-Continent Casualty Co. 23418 INSURED Advance Excavating, LLC INSURERB: Attn: Mr. Keith Bikes 1140 N.E.23 Place INSURERC: Pompano Beach, FL 33064 INSURERD: INSURER E: INSURERF: 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 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. INSR TYPEOFINSURANCE LTR POLICY NUMBER MMIDD MM1DDlYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTEU CLAIMS-MADE a OCCUR 04GL000898205 03/2112014 03/21/2015 PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ Exclude PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 X POLICY a PRO- JECT [7 LOC PRODUCTS-COMP/OPAGG $ 2,000,00 OTHER $ AUTOMOBILE LIABILITYM IN L MI $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED AUTOS SCHEDULED BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLALIAB X OCCUR EACH OCCURRENCE $ 4,000,00 A X EXCESS LIAB CLAIMS-MADE 04XS185392 03/21/2014 03/2112015 AGGREGATE $ 4,000,00 DED I X I RETENTION 10000 WORKERS COMPENSATIONPERH_ AND EMPLOYERS'LIABILITY Y 1 N STATUTE I ER ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? N 1 A E.L.EACH ACCIDENT $ (Mandatory In NH) E DISEASE-EA EMPLOYEE $ yes,describe under DE L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Gas Contractor CERTIFICATE HOLDER CANCELLATION MIASH01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2 AVENUE MIAMI, FL 33138 AUTHORIZED REPRESENTATIVE 9 - ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD 3/6/2015 Advance Workmens Comp 001.jpg i VAIMV,"Aft" CONSTR I cmc arms CTM Y VC. �'. Thi�q •d ffi�" ..dam1 Drn� tam 6 :aG+a*t4 i>. €BtT� 4P�7di4= �'ii#f� PNWW bfv-.S KOM few mr"A" SWOOSOWWAMAMFOU- 9 14 V WE 2w PLACE fL WVAWM ! ��:.w's36$Y�vars6s3RW,f,6�.�Wfaera� � WN3�4 8 �tl a kd �n'4 dwApn �M rl §&�pil�Mu af�.r'��mSn+bM '�; ewLiklM 9ffi t�,r� dk .•• � rnrwry czgyv��air get� q b� �aK �eNib.sMr4+..rt1®. xiR�n� eeat�'eNTfa�fatswV#A41�4Rr9p0. -a L�1i..Y4�� *mr��rc• ca�ema�w�?eucu-w�rana�' ar+� �csna* f 4 i f $ f 1 E gk hftps://mail.google.com/ /scs/mail-static/�s/k=gmail.main.en.yJSwLjuBICk.O/m=m_i,t,it/am=OiMaYf5v_UGMM7RLH9T9--93lxQ_-zz-vzcBJDsF8H-z wfwf... 1/1 - Thi, i0*jam 0#kKW ktbw PAWWK raw WO AV '43W ti seem arommom ;; v 5e°R y fall M Miami Shores Village Building Department LpRlp�► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner— Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time 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. Construction 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 n day of_&LA, ,2015. By A(�l(JI lC,L d bOUriz�_ l <;aad_ who is personally known to me or has produced as identification. SEAL: HBECA M.PASTRANA MY COMMISSION#EE872624 �iE. EXPIRES:Fdxoary 07,2017 Advance Excavating Keith Bikes 1140 N.E. 23rd Place Pompano Beach FL. 33064 State Licensed Gas Installer 561-602-5354 keithbikes(d�att.net To whom it may concern, I Keith Bikes a gas contractor will be doing work at the Asaad project which is located at 576 NE 97 Street Miami Shores, FL 33138. I will be the only one working on site under my permit. If there are any questions or concerns please feel free to contact me at the above mentioned address. Sincerely, ih Bikes i Miami Shores Village =B ECEIVED vl I� DEC Building Department o zo�3 b I 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 12 7,� ►`3- � � ` (/,I (1-015 FBC 20 LO BUILDING b� _ M Permit No. PERMIT APPLICATION Master Permit No.P'C"I 3-:Q I(o5 Permit Type: BUILDING ROOFING JOB ADDRESS: 576 NE 97th Street City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: 11-3206-017-1510 Is the Building Historically Designated:Yes NO ✓ Flood Zone: OWNER:Name(Fee Simple Titleholder): Reda Asaad & Nadia Abourizk Phone#: (240) 988-8661 Address: 3701 Jones Bridge Road City: Chevy Chase State: MD Zip: 20815 Tenant/Lessee Name. NSA Phone#: Email: ( M C 0 c C ( c rY1 'CONTRACTOR:Company Name: Stilcon Construction phone#: (954) 369-5659 Address: 997 NW 31st Avenue City: Pompano Beach State: FL Zip: 33069 Qualifier Name: Dennis Richard Huggins II Phone#: (954) 369-5659 State Certification or Registration#: CGC 1520088 Certificate of Competency#: Contact Phone#: (954) 369-5659 Email Address: services@stilcon.com DESIGNER:Architect/Engineer: bam uCCO C%- 45,5&'j Lj 4 c'S Phone#: 36,5-- t)5g — -)955 �L I�p Value of Work for this Permit:$ � Square/Linear Footage of Work: 66 Type of Work: ❑Addition WA- teration ❑New ❑Repair/Replace ❑Demolition Description of Work: �r fc keo ., 'f�a fh raid i�v cai,tCrrl r�rvroc(e . 3 �H y '6ft/Q00021 Color thru tile: Submittal Fee$ Permit Fee ,� CCF$��J D CO/CC$ Scanning Fee$ bq Radon Fee$ DBPR$ _Bond$ CC e LJO Notary$ Training/Education Fee$ 1700. Technology Fee$ l /1 l !� Double Fee t�� C Structural Review$ 6 o to I . Cj r) 9r)U0 TOTAL FEE NOW DUE . ii r , Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N A- Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.", Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Ione Signature ••. � r EOwner or Agent Contractor v�� atY . �r� e,p'e omg i' nt was acknowledged before me this-�—' The foregoing instrument was acknowledged before me this 1O`rh .V n t 4&1 off 7by-Kfil,tiaGt day of 20 ,by V xJJ A,&$�DVgWqg`a1ly4bwn to me or who has produced who is personally known to me or who has produced 5 •a*4` is1 T�s identification and who did take an oath. as identification and who did take an oath. NOT7Y PUBLIC: NOTARY PUBLIC: Sign: ��' Sign: Print: �� e J\V I c'�G i Print: My Commission Expires: 12,3 My Commission Expire : /U-- ,•`NiJp .. Mar ` JOYCE R.ROACH M.Expims Oct 21,2015 Commissi0 �5� APPROVED BY Plans Examiner """" Bonded Thrminh Rmary Assn. -54 Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 5ORs .... MINIM Miami Shores Village Building Department �lORIDp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ✓ COPY OF QUALIFIER'S STATE LIC CARD B._�COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D.V COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTIONI IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: _>)r'\`C0fN cey\S1rc0c-\-\ bn BUSINESS ADDRESS: OA-7 tW�A 5f I�ve.. CITY a ccc i It STATE F 1L- ZIP CODE 33 y CCOCI BUSINESS PHONE:( 9!ELi ) 3Lec1" 519T9 FAX NUMBER L's06 ) aIy - ?'SO'6 CELL PHONE CftTj ) (eQ5 - 101`1 QUALIFIER'S NAME: 'Dennis \�ygg%nS QUALIFIER'S LIC NUMBER: C.G L I Sa O0�4S E-MAIL ADDRESS(IF APPLICABLE): S Cr,r;Ce S S C pr1 . C o m Created on 3119109 BY MLDV 1 RV 31209 MLDV STATE OF FLORIDA _ -_ _-- 'DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION F " CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 •a��. 1940 NORTH MONROE STREET TALLAHASSEEL32399-0783 HUGGINS, DENNIS RICHARD II STILCON 997 NW 31ST AVENUE POMPANO BEACH FL 33069 j STATE OF FLORIDA AC#6 21s 3 S88 Congratulations! With this license you become one of the nearly one million DEPARTMENT OF BUSINESS. AND Floridians licensed by the Department of Business and Professional Regulation. PROFES.SIO�iAL .REGIILATION Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants,and they keep Florida's economy strong. CGC15200883t310212 128026779 Every day we work to improve the way we do business in order to serve you better.f For information about our services,please log onto www.myfloridalicense.com CERTIFIED ¢EAiiSRAL CONTRACTOR There you can find more information about our divisions and the regulations that HUGGINS, Di: 'RICHARD II impact you,subscribe to department newsletters and learn more about the STILCON Department's initiatives. Our mission at the Department is:License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you Can serve your customers. IS°CERTIFIED under the provisions of-ch.489 FS Thank you for doing business In Florida,and congratulations on your new license! =rate aa., AUG 311:;2014 z,12080201959 DETACH HERE THIS DOCUMENT HAS A COLORED BACKGROUND-MICROPRINTING LINEMARK7'PATENTED PAPER AC# 6243588 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L12080201959 LICENSE NBR,. 108/02/20121,12,802,6777 ICGC1520088 - The GENERAL 'CONTRACTOR Named below S CERTIFIED Under the provisions of Chapter X489„FS.: Expiration date: AUG 31, 2014 HUGGINS, DENNIS RICHARD II STILCON 997 NW 31ST AVENUE POMPANO BEACH FL 3.3069 RICK SCOTT REN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW - P _ - - :. +�;� ....:. c�, ,.. :;,.., ,*�� c+�,, -.�*; ,cam `,aak7 � �:,; � *: +., REGISTRATION NO. I pompano City ofPompano Beach beach Business Tax Receipt Florida's warmest Welcome NEW RENEWAL OWNER DATE ISSUED *` ACCOUNT NO. f 4 REGISTRATION FEE d. BUSINESS NAME DELINQUENT CHG. LOCATION TRANSFER FEE CLASSIFICATION TOTAL AMOUNT PAID SII EFFECTIVE DATE EXPIRATION DATE OCTOBER 1 SEPTEMBER 30 BUSINESSES MUST CONSPICUOUSLYDISPLAY THIS 41 r'r'=,s' < <l .• I BUSINESS TAX RECEIPT TO PUBLIC VIEW AT y BUSINESS LOCATION CONTRACTORS MUST MAINTAIN ON FILE CURRENT LICENSING AND INSURANCE NOTICE:A NEW APPLICATION MUST BE FILED IF THE BUSINESS NAME,OWNERSHIP OR ADDRESS IS CHANGED,THE ISSUANCE OF A BUSINESS TAX RECEIPT SHALL NOT - BE DEEMED A WAIVER OF ANY PROVISION OF THE CITY CODE NOR SHALL THE ISSUANCE OF A BUSINESS TAX RECEIPT BE CONSTRUED TO BE A JUDGEMENT OF THE CITY ' AS TO THE COMPETENCE OF THE APPLICANT TO TRANSACT BUSINESS. - �•: - .. 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2013 THROUGH SEPTEMBER 30,2014 DBA:CLEARCORP OLITE Ry :GENERAL CONTRACTOR 180-247421 Business Name: Businessss Type: Owner Name:DENNIS R. HUGGINS II Business Opened:o 3/0 9/2 0 12 Business Location: 997 NW 31 AVE State/County/Cert/Reg:CGC1520088 POMPANO BEACH Exemption Code: Business Phone: 954-369-5659 Rooms Seats Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: DENNIS R. HUGGINS II Receipt #OIA-12-00010562 997 NW 31 AVE Paid 07/25/2013 27.00 POMPANO BCH, FL 33069 2013 - 2014 DATE(MM/DD/YYYY) ,a`oRo® CERTIFICATE OF LIABILITY INSURANCE 7/8/2014 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(ies)must 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 SUNZ Insurance Solutions, LLC. ID: TLR NAME,CT Aimee Gra c/o TLR of Bonita, Inc PHONN Ext 727.520-7676 x 222 FAX Nol: 727-525-3862 1700 Dr MLK Jr. Street N Suite B E_,,,,AIL St. Petersburg, FL 33704 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURERA: SUNZ Insurance Company 34762 INSURED INSURER 13: AS en Re-London-Best Rating"A" TLR of Bonita, Inc dba EnterpriseHR Encore Business Solutions, Inc INSURER C: Catlin Syndicate-Lloyds-Best Rating"A" and its Subsidiaries INSURER 0: BritSyndicate-Lloyds-Best Rating"A" 1700 Dr. MLK Jr. Street N, Ste B INSURER E: St. Petersburg FL 33704 INSURER F COVERAGES CERTIFICATE NUMBER: 20827148 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 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM%DCD EFF MM/LDI D EXP LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGETO CLAIMS-MADE 1-1 OCCUR -PREMISES EaEoccurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JECT PRI D LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION WCPEC000000110 6/1/2014 6/1/2015 f SPER TATUTE ETH AND EMPLOYERS'LLABILIY Y/N WCPE00000001 09 6/1/2013 6/112014 ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 B Workers Compensation This is for informational purposes C Excess Coverage and nothing shall create any right D under such reinsurance. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Coverage Provided for all leased employees but not subcontractors of:Clearlite Corp.dba STILCON Client Effective: 12/9/2012 CERTIFICATE HOLDER CANCELLATION 7136 Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 9 9 P THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE Glen J Distefano ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CERT NO.: 20827148 Aimee Gray 7/8/2014 8:04:18 AM (CDT) Page 1 of 1 .,�'� DA rE(MMIDDIYYYY) .a6 CERTIFICATE OF LIABILITY INSURANCE ()7/07/2014 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 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHOR IED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT- If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must 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). oNTA _ PRODUCER NAME: David R. Reiter Sierra Insurance pWONE 954-788-1005 FAX 9$4-3464801 C„NA.TatQL' (A1C,No}•:_ E-MAIL 4613 N University Dr.#481 devid@slerracoversyou.com ADDRESS: Coral Springs,FL 33067 INSl1RER(5)AFFORDING COVERAGE NAIC fl INSURER A..Atlantic Casualty Insurance Co. INSURED INSURER B: — — Clearlite Corp.dba Stilcon INSURER C: — 997 NW 31 st Ave INSURER D: - INSURER E: -- Pompano Beach FI. 33069 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 1S 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,TI=RM 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. 7A — 'rypp OF INSURANCE POLICY NUMBER MMADM USIRuXF 21F P b EYYY LIMITS COMMERCIAL GEN ERALLIABILITY EACH OCCURRENCE $ 1,000,000 ocaxm CLAIMS-MADE a OCCUR PREMISES(Ea, r4ni S 100,000 X L039002962 02/01/14 02/01/15 MED EXP one nrsen 3 5,000 PERSONAL&ADV INJURY S 1,000,000 'L AGGREGATE LIMIT APPLIES PER; GENERAL AGGRFGATE S 2,��,000 POLICY E spar 7 LOC PRODUCTS-COMPIOPAGO 1. 2,000,000 OTHER' AUTOMOBILE LIABILITY IEOM�dIN�D151NOLF.LIMIT d ANY AUTO BODILY INJURY(per person) L ALL OWNED SCHEDULED BODILY INJURY(Per noddent) I. AUTOS AUTOS ON DWNEO °P ERTY DA GE S HIRED AUTOS AUTOS Areltlent f, UMBRELLA IJAD OCCUR EACH OCCURRENCE -7 — EXCESS LIAR OLAIMSWADE AGGREGATE DED RETE T N �` WORKERS COMPENSATION PEER,T, ETH AND EMPLOYERS'LIABILITYIN - ANY PROPRIETORIPARTNERIEXECUTIVE YID N/A E.L.EACH ACCIDENT _ OFFICMWGM13ER EXCLUDED? (Mandatary In NH) E.L.DISEASE-EA EMPLOYES 5 If Vea,descaibn under DESCRIPTION OF OPERATIONS below--7 E.L.DISEASE•POLICY LIMIT T DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,AddlUenal Remnrim Schedule,may be n0ached Ir more apace 1n required) General Contractor CGC1520088 CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, Florida 33138 ACCORDANCE WITH THE POLICY PROVISIONS. Fax: (305) 7568972 AUTHORIZED REPRESENTATIVE I,✓<, 611A Q 1988-2014 ACORD CORPORATION. All rights reserved. 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'N' at�'i ••�.a�. t Ijv' ''4 �" �c.._'S' ��tt'�i--t ORFS 15 tpC.1932 Eggs Miami shores Village Building Department �Z R11Dp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST /Building permit card. N i Surveys (2 copies) Final as built- Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking ` spaces, Wheel stops, stripping, and all paving to exterior. 1[� Certificate of Elevation—(Sealed by surveyor). Expiration date required on the form. C rtificate of Insulation. Certificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." `J\� Health Department Approval Letter(On septic or prilate water). Note: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter(Density report is required) V/Final certification letter from the Engineer/Architect(on masonry, trusses, special structure, etc) �► ackflow preventor certificate (Required on commercial projects only) Declaration of use. (Recorded in Miami Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO(Without 24 Hrs Processing)Additional fee is$80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO$150.00 • Residential CC $50.00 • Commercial CO and CC$200.00 Miitrrd=�tk C.cwnt) tiulltilrt t��nrtn'rr� lim&W. ut sir4ul. ►Almill, ft . gp,��iitGtrGErt«i€tt+VG�J�tI�+ ' ENERGY, SOUND AND IMPACT CERTIFICATE 9UIL0fNO PirR"T No.:, C--12` i?� PtVjV0 N4=4; Job Addttta, MA 47� S ** I .acv►: S es, 33f86 job Addreals; ... .. We hereby certdty that theIrlt A iN5 W4i'iCN has been tnsUned In the about Pra eat, to��ce wim the latest trdldon of theV 3� tlto 'P ►V QJEOt „Q WS. and plans, and In atedrdanes with goo .constrnet an pract ee. a Insulation furs sli+od and Installed hat do characteristics shown belowtt (Check only appticabie boxes) 1. Exterior GBS walls Wgiation; R. (Min,); Material 3inch(es)a Density: Thickness: —�� tb/ft � M!>ir �.. tea. ...,�.....�... 2. Exterior Fratm/Metal Stud walls. R- (Min.); Materia! Thickness; inch(es); Densityi lb/ft 3 Mf¢r 3. Extefig $olid concrete WAS: R_�,(Min,); Material T'hicknem. inch(es); Density; lb/it 3 Mfgr 4. Anterior walls se ratlnz AIC from trop-AIC os insulationsa rat t R. (Min.);Material Thickncat ..Inch(w); DWIty; ib/ft 3 Mfer AO S. gLTl-P &X &4$ID§HT1wA& OM GN 0 LY, The C2MMOW,tt wane sepltrati� difterent tem ots shall b*tatsutatsd as(6110 1 FIUIl4EJzr+ag1 stud wtt!!s It-11 Concrete watts R-3.(Mira.}by Energy Cade reciu roments. See INERGY CODE, RWO 1167, aragnp .2(b on Page 9-17, latest edition. These "minimum levan o!insatatton"',are not Y Included In that Intrlty Calculations, but shall be Installed,In the field. A. Abut dROOF' I $U!AE10Nl R- M1:011 Materia)-._ Thickness- Inch(es); Detsritr. lb/ft 3 Mfin 7. Ceiling Insulation; R�(Min.); Material Thickness—, lnch(es)s Dewlty: Ib/ft 3 Mfkr E. - Densities on spraysdwn, loess 1111, or Ally other composed-o"j' (tua*d86, b#flit P.C.F. Ob/it) average'of three (3) "MY$AH?LiwS" of:arse; inrcallaPW+ - Installed byt .v..... trisuttttion ompury Name ittsut ntrsctor topcore insulattaa Contractor CCN ( / CGrtlfl6d ant Q.C.,/Building Company None G.C./Builder Silmature Building Contractor C+C# Certified on: i t Bate _ ARCHITECTURE PLANNING DESIGN GERALD F. DE MARCO, ARCHITECT AND ASSOCIATES 7241 S.W. 168TH STREET—SUITE E MIAMI,FLORIDA 33157 TEL:(305)255-2999 FAX:(305)2554499 E-MAIL:gfdarch@bellsouth.net GERALD F.DE MARCO MICHAEL K.PHANG,Ph.D.,P.E.,S.E.,SEBC ANGELICA ALCANTARA,A.I.T. CONSULTING ASHLEY BATTAGLIA-YANEZ,A.I.T. LEONARD J.LA FOREST,R.A.,I.D. LAMA HATEM,A.I.T. JACQUELINE P.JAMES,Ph.D.,P.E. CERTIFICATE OF COMPLIANCE 25 July 2015 Building Official Building Department 10050 N.E.2°d Avenue Miami Shores, Florida 33138 Re: Building Permit No. RC-12-13-2765 Alterations to Residence Reda and Nadia Asaad 576 N.E.97"'Street Miami Shores, Florida 33138 Building Official: I Gerald F. De Marco, as architect of record, having made a final inspection this date, hereby attest that to the best of my knowledge, belief and professional judgment,the structural and envelope components of the above referenced addition are in compliance with the approved plans and other approved permit documents. I also attest to the best of my knowledge, belief and professional judgment, the approved permitted plans represents the as-built condition of the components of the above structure. This document is being prepared in accordance with the compliance provisions of the Florida Building Code and is being submitted to the Village of Miami Shores at this time for closeout of the permit of the above referenced Alterations. Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, At(, b Gerald F.De Marco Reg.No. 000818 Special Inspector No.0509 Cc: Owner; File 1329-certcomp-7-25-2015 SNORES D Mc.193 Q� Miami Shores Village 11" Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �LORiDp Tel: (305) 795.2204 Fax: (305) 756.8972 PREPARED BY: :lJ� ` DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned K\0kca f �J is/are the fee simple owner(s)of the following described property("Property') situated and being in Miami Shores Village,Florida: ..II Lot(s) I -t n 3 Block�_of►VliaMi c'�0(tS See- 'g4MD (Subdivision),according to the plat thereof,as recorded in the Plat Book 12 Page H of the Public Records of Miami-Dade County,Florida,(address) 5-A\, t-1 E 4_:� AarYti ! Ik&e&,FL 4%and WHEREAS,the undersigned owner(s)have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW,THEREFORE,for good and valuable consideration,the receipt and sufficiency of which is acknowledged,the undersigned do(es)hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That helshe will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be released by Miami Shores Village,or its successors,in accordance with the codes,rules and regulations of said Village then in effect. IN WITNESS WHEREOF,the undersigned has/have caused hand(s)and seal(s)to be affixed hereto on this day of 200_. WITNESS(ES) OWNERS: ` Signature Signature and Pri and Print V f► � Signature ,</, �ec�o �C'i.�°x r`S Signature and Print and Print STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) # __t {�� ,,, y� I HEREBY CERTIFY that on this day personally appeared before me I QPU lQ r'�1�W `U%Tti�w personally known to me or has produced ��►-* Wl�rN l� (type of identification)as identification and he/she acknowledge that he/she executed the foregoing,freely and voluntarily,for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this day of 20A M commission expires: �"BECA M.PASTRANA _ My pM`.'COMIMISSION#EES72624 EXNIRES:Eebeei 07,2017 *� doi NOTARY PUBLIC,STATE OF FLORIDA Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) '* Pat ?490Zd' 14c. (305)274-5541 Permit # Address of Treatment or Lot/Block of Treatment C)/--;) 1 "" Date Time Applicator Product Used Chemical used (active ingredient) Number of gallons applied /'),0':'-��L 1 ,•�J . 0 Percent Concentration Area treated (square feet) Linear feet treated Stage of treatment(Horizontal, Vertical,Adjoining Slab, retreat of disturbed area) As per 104.2.6-If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment,initial and date this line. Authorized Signa `e License#JB846 5 5 ` � � r 1 c+ ' INSPECTION nUCO"DT'*% INSPECTI - ! wip"OIA"INS INSPECTION PINDATE INSP Foundation '2oning Final Stemwall ZONING COMMENTS Rough Slab Water Service Columns 1 st Mt 2nd Rough Columns 2nd Lift Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-u Bucks Roof Drains Windows/Doors Gas Interior Framing b N DA INP LP Tank Insulation /,y TomporawyPolle Well Ceiling Grid 30 Day Temporary Lawn Sprinklers Drywall / Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Pi in Wire Lath Pool Wet NicheBackflow Prevento Pool Steel Underground Interceptor Pool Deck Footer Ground lCatch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling RoughZ Driveway Roug PLUM ING COMME TS Driveway Base Telephone Funy h W17 i =4 A av L Tin Cap Tete hone Final Roof in Progress TV Rou h '/4 0 -LY Mop in Progress TV Final Final Roof Cable Rough vtfi Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL _ ADA compliance I Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe Fire Alarm'Rough Soil'BearingCert Fire Alarm Final 4Rough Soil Treatment Cert Service Work With Floor Elevation Surve Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS F1 Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation "11POIJ 5 Truss Certification Final Pool Heater STRUCTURAL Final Vacuum ME HANICAL COMME INSPECTION DATE INSP Final S rinkler �- Fina)Alarm 1� ni INSPECTION RECORD POST ON SITE Permit No. RC-12-13-2765 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 Phone: (305)795-2204 Fax: (305)758-8972 Issue Date: 8/18/2014 Expires: 0706/2015 INSPECTION REQUESTS: (305)762-4949 or Log on at https:/Ibldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day Inspections. Residential Construction Parcei#:1132060171510 Owner's Name: REDA AND NADIA ASAAD Owner's Phone: (240)988-8661 Job Address: 576 KE$Z Strea Total Square Feet: 2000 �Ii3191LStIQI:@>t�F� 3313 Bond Number 2417 Total Job Valuation: $ 85,000.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, C 1 Phone Primary 7:30AM-B:OORM.NO WORK IS ALLOWED ON SUNDAY ontrac�(6 Contractor_.� rImag OR HOLIDAYS. STILCON CONSTRUCTION' (954)369-5659 No ORONI INC (305)6$5.0412 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. A 'E Sf ON fi itS 41 8 JOU"' OF &CCNF� e NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Miami Shores Village � Building Department �QN o 7 Z 15 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 03 BUILDING Master Permit No. 1Z C /-Z. 3- z 76 s - PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING ❑ REVISION EXTENSION RENEWAL VT PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /7 7 City: Miami Shores County: Miami Dade Zip: 3 igs—, Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: a 13 Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 4 'tl,,/)L4 Phone#: / 2-y0 Address: 5 %C z s� City: /<c r'y u State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: � Address: /,V,^//C �� F• c 7 City: State: Zip: 33 Qualifier Name: "?—IA 2`De- %/ Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ /' �! `�� `� Square/Linear Footage of Work: 2�Df� Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: r (4c 12 7Z_Z- tir cZ;7 C` a !�G/ >x` AJ Specify color of color thru tile: LL ��y•�/�� Submittal Fee$ Permit Fee$ J W CCF$ CO/CC$ Scanning Fee$ 2:� • 3 Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 9) W TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fell be charged. -ate-•- ... Signature > I Signature "' OWNER or A NT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of S 40'4`3 20 1 y by day of -'S7 A-^' 120 I'll by N4i714 R5NA 1D who is personally known to who is p nally nown t me or who has produced OL— t as me or who has produced r as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: ,\\\��uiiiiu / NOTARY PUBLIC: 0011 Sign: _ Sign: ,.` .._ Print: ` . Print: Seal: 4 Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CARLOS J. VILLANUEVA, P.A. Attorneys At Law 305 Alcazar Avenue Suite 3 Coral Gables,Florida 33134 Telephone: 305-377-0812 Facsimile: 305-447-8161 E-mail Address: cvillanueva(&unalev.com Via FedEx, U.S. Mail and via email to services(a)stilcon.com December 2, 2014 Mr. Dennis R. Huggins II Stilcon Construction 997 N.W. 31 Sc Avenue Pompano Beach Florida 33069 Re: Notice of Default and Termination relative to that certain contract ("Contract") by and between Mr.and Mrs.Reda and Nadia Asaad("Owner")and Stilcon Construction ("Stilcon") for that certain project at the property with a post office address of 576 N.E. 97`h Street, Miami Shores, Florida 33138 (the "Project)." Dear Mr. Huggins: I represent the owners regarding the above referenced matter. I write to notify you that because Stilcon has breached and defaulted under the terms of the Contract by,for example,failing to comply with applicable law by using licensed contractors, by failing to timely complete the work, by overcharging for materials as services, and by presenting false schedules of values and fraudulent payment requests,the Contract is terminated. Stilcon has previously been notified of its default(s), yet it has not corrected or remedied any of said default(s). Furthermore, Stilcon has confirmed in writing its intention to not proceed with performance. Based on the foregoing,neither Stilcon or its agents are to enter the Project site or perform any other matter relative to the Project and must formally communicate to any party inquiring(including but not limited to a City official or inspector)that your company(Contractor)has been terminated from the Contract relative to the Project and that your Company(nor you or anyone from your Company) does not have any further right to enter the real property. Furthermore,please communicate with this office,in writing,so as to arrange for the delivery by Stilcon of all material,fixtures,windows doors, equipment and any other property which Stilcon has in its possession relative to the Project.Lastly,I enclose the original of the Change of Contractor/Architect form. Please sign and have it notarized. When ready, please advise, in writing, and we will send a courier for pick up. Letter to M. Huggins Page Two December 2, 2014 Owner reserves all rights it has or may have both at law and in equity. Sincerely, > Carlos J. Villanueva, Esq. Encl.(1)Original SNOC.1934 RES L Miami s horesVillage ones eesee� Building Department RNA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. {20 12 -13 2 76 5 Owner's Name (Fee Simple Title Holder):!�Md Z _ k Phone#:_ Owner's Address:3 0 - i e a qsc� City:ae �S n,� State Zip Code: 2a7,7� Job Address (Of where work is being done): °7L )NJ f= 9 1+1^ S� City: Miami Shores State:—Florida Zip Code:_ 33 i 3 R Contractor's Company Name: :S,h'jcL,,,-N ;,�s ,,, c-- Phone#: Address: Trl A/JJ 131 Avent4e- City: O OrY,�n oc t� State: }- Zip Code: 3��1 Qualifier' Name#: , q Lic. Number: C., ' C I5y O Architect/ Engineer of Record Name: <;fc-ck CI be wkrc.-) Phone#: 3QS--a5S.2ggq Address: Z� City: _PCA(rv,P I-F n dais u State: �L i Zip Code: 33 / 5 17 Describe Work: Rey)o� 4,1 PnU r I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the MgLmi Shores harmless of all legal involvement. Signature c< / Signature Owner or Agent Contractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this?Iffday ofou&-4env� 2014by A*I>T^ x 04stA n Sn4 p this day of 20 by Who is personally known to me or who has produced who is personally known to me or who has produced DR;Tkr 6,�L r �'?�`"�� as in dentification. as indentification. Notary Public: Notary Public: __. Sign: Sign: Seal: Rums x�!r!g Seal: WNTGt; RY0'01mv �"!'Gxnnissi�rf Enpires B/2��Rf?° Track your package or shipment with FedEx Tracking Page 1 of 2 FedEx Tracking .. ...._... __.._......._.........._.. . 772062107482 Snip T 1iM date' Esttrrated de�.rery Tues 12/02!2014 6:16 pm NIA bVES'ION.Ft.US POMPANO BEACH FL US Delivery exception POIMPAlNO BEA(,'H Unable to deliver shipment,returned to shipper Recommended action: No action ie iequi;'ed.The package is being retun'led to the shipper. No estimated delivery date available at this time. Travel History Date.J'rime Activity Location - 12%10,,'2014-Wednesday 5 OE prn Returning package to shipper aoMr•au BE." Return tracking number 772177567407 12.109;2014-Tuesday 6.17 pm At local FedEx!aciGty - 12'08,'2014-Monday 2:16 pm At Local FecEx?acllity - 12!0612014-Saturday 1,4,;)m At booal FedEx tacalit`% kJ6•r•:,ve ce u..r. - 12.,'05/2014-Friday 424 pm At local FedEx?aollity - - .,r,yr. r:'218'11 Derve'y exception Customer not available or business closed r,:f. am On FedEx vehide.:;r del:very .,,.;r•:.:y:;y., _ - 12.04;2014-Thursday 3:22 pm At tocol FedE.x?acali±y nonan,uoaer,cr+. '- •I 1:00 ern Delivery exception Custooter not available cr business closed 10: ti am f.3elivary exs=:prion Customer not available er busmes<closed £i'39 atm On FedEx vehicle`or delivery 12/0312014-Wednesday .1'58 pm At local FedEx 1 i::5 am Delivery exception .ur.,rsl;o BErcri.F_ Customer not available it business close-;i 10:35 am Delivery exception Customer not avatao;e or business dol ed . 6 E1 am 0!1 FedEx vehicle for delivery Ur.•ac .1 „.-.. ':. 9'15 am At local FedEx fa.ility =..Fr.r.;•G:;..urr r, - 12102!2014-Tuesday 10:59 pm At local FedEx`:a:;ihty 9:44 pm At destl'Iatfon sort tat"I Ity =cr.7!,,uceaoAr r ri 9.10 prn Lett FedEx oioi 1 a,-'t i?v 6:16 orn Picked up _ Tenderer/Pt FedEx Office. o 14 pm Shipman,cancelled by sender Shipment Facts Tracking 772062107482 Service FedEx Priority Overmaht number Weight 15 lbs i 0.2`3 Lys Door tag DT10389436:30 Totalshipment hi mentnumber "5lo"!0.2'1kgs weight https://www.fedex.com/fedextrack/WTRK/index.html?tracknumbers=772062107482&cntry... 1/7/2015 Track your package or shipment with FedEx Tracking Page 2 of 2 Total pieces Packaging FedEx Cn.dope Shipper reference Ns�;ia Awad Special handling section Deliver VVeel<day https://www.fedex.com/fedextrack/WTRK/index.html?tracknumbers=772062107482&cntry... 1/7/2015 JOB GERALD F. DE MARCO, ARCHITECT SHEET NO. OF 7241 SW 168th Street, Suite E 1• ata, " ? MIAMI, FLORIDA 33157 CALCULATED BY DATE (305) 255-2999 CHECKED BY DATE SCALE ... t, 6 1 � ' t C I Y \'.!I'l/I�auµ✓ I ��'(,- :, t� � ``�_ i :...._._- �....... :.............. ...._ ... .............. ..... ............ _..... ...... ... •'� �,1,� ............. ........... ...... ............. S, r-uv ................. E: ...... ..... CITY COP .. ; j Y kp_. JOB 1 GERALD F. DE MARCO, ARCHITECT a 7241 SW 168TH STREET—SUITE E SHEET NO. OF ' MIAMI, FLORIDA 33157 CALCULATED BY DATE GAJ 3 (305) 255-2999 CHECKED BY DATE SCALE .......... ........................ ..... .......................... ............. ................. .......... .......... ............ ............ .......... ............. ............. ........... ........................ ........ ...................... .... .......... ............. IA ........... .......... Lo . .......... '0 y clway i Lt <; Fs (A AAA, 6 6 JOB � h GERALD F. DE MARCO, ARCHITECT SHEET NO. OF ' 7241 SW 168th Street, Suite E ( DATE MIAMI, FLORIDA 33157 CALCULATED BY (305) 255-2999 DATE CHECKED BY SCALE l 1 L r vi �d r t,; IJ 1s ... 1I 19n f� ..... C a Fs/ s w 1 i1 .�,�.' './�.�.'..�i� Lr !�/ ��' .... �t1. Li� i�_j.t,✓� 1 r s.. )'. �x�(� �. `�'� _ 4 � _ !JA ! N �1', ...4... ._t II If (,1 f �� i Z V� \ III (J Q+1/a' .'..._� ? .....° t r (l) in l � gc�(,�, - < ll t, r,•��r �t't,ca�l�n -1 �� = ..... rn N D _ Ln Mo l ) rn ° L/) n PLANTER PLANS w m O OA c o ENTRANCE 6''1•---I—e'-tT—{—e'-1 - _ � I I O - O m m MASTER �G GREAT RODM F4— 7 REDROW ® s'-o• I I aF�Oilol to ena I I O ® . L�"�m NOuca imr T I F _ I �_ N T t�G3_-t,v ts�L LLL r r ® T-" �-s-'• -0 4-r fL4. D r-* s' 7 Y -T K-S ® e•-to' IIY-Ir e'-e' ANTEROOM O (3) Q 1•4'BEDROOM PMUTIM r-tl'�'Qi t-4• rt r4 fu © I 4 _s e�a�J tf-Y BEDROOM 2 P.L,aml= 1 FT0.Yr m mho'-e Cr1 t1eLLWEYe1ID 4. ® O n'-4• 't'-e• 8 PANTRY GARAGE Q5 n 21 ® I ® 0 0 m 5 z 4 FAMILY ROOM G Q ® C-2 Q C-2 ® rR t-r W y 10RN<f 9 r e• Y'-r ® - to ro eEaaoot 4 1E111 e• Io'-3rT-r' ��•BEDROOM 4 NEW CON®TERRACE T-te• ® WA m A FLOOR PLAN: SCALE:3/32"=V-O" I YV h 410 CA (-f) &4m r'�r �� x� f' <P !+JC. f'?�1. �3 r Ex�sr, z x s N p i 5 Xi" 96.3 1S• t��.�.—_ -n cn EXIST. 2 X 12 } 16" O.C. W v — / 0= m Ul 6• Ya. EXIST. 2 X 6 Ul;0=F > W LLs" CT1 d h M �9• Yq"�Li 1 X 2 FURRING N D 0 IDWrt o ONTINUES STEEL PLATE TOP PLATE DETAIL: SEE DETAIL n SCALE: 1-1/2" = 1'-0" m Z 3 Y2 0 STEEL COLUMN n s• 3 Yz, 0 STEEL COLUMN n x m o m m m c o 0 a y4, �— < m i < 3—%"0 KWIK BOLTS 8XSXY4" STEEL PLATE 8" 7X8. X Ya" STEEL PLATE W/ 23/4' EMBED MIN. W/3— 5/a" 0 KWIK BOLTS INTO SLAB Ya" zi n n w �4 d Q XIST. FOOTING Q m m BOTTOM PLATE DETAIL: B SECTION: SCALE: V' = 1'-0" Ll SCALE: 1 '' = 1'-0" �` G3 . m m EXISTING 2 X 12" JOISTS @ 16"O.C. -n D U) W�� O o— m cn�= D v'ph ;urvDC- 0 o lO W NEW PARTITION c/) D 0 m 2 m n m N STEEL PLATE PUSS Vs uLA,,> cn o D = 6 NEW 3/2"Oa m m STEEL COLUMNwL ` m ° c BOTH SIDE V Y($ � ` { m v Z o o �i EXISTING TRUSSES @ 24"O.C. ROOF SUPPORT DETAIL (PLAN VIEW): SCALE: `/Z'� m m GERALD /� C e MARCO, ®�c y9�+ E/a^� JOB I I �VS+s/+A ' GERALD F. DE MARCO, ARCHI 1 EC 1 SHEET NO. OF 7241 SW 168TH STREET—SUITE E MIAMI, FLORIDA 33157 cALcuLATEDBv ' r DATE (305) 255-2999 DATE CHECKED BY NVRT Flat and Twisted Rafter Vies 4" 2„ 4" Product 16d Fasteners Maximum Uplift Load(lbs) Lent Code Gauge TOTAL In Flat Ties Twisted Ties 8 4 725 724 1" 12 NVRT-12 14 2 0 " 10 5 861 860 If 0 16 NVRT-16 14 12 6 998 996 12 11.. 14 7 1135 1132 ° 2 18 NVRT-18 14 ° 20 NVRT-20 14 NVRT Anchor Holes dio. " 22 NVRT-22 14 e e e e e e e m e o e e e e e e e e e e e e e 24 NVRT-24 14 LENGTH HALF HALF 30 NVRT-30 14 Connected Connected to truss to wall 36 NVRT-36 14 ® 0 a 0 0 e e a a a a a a a a a a a e e 48 NVRT-48 14 LENGTH s NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Length Product No. of 16d nails No. of 1/4"diameter MaximLun Uplift Code Gauge to Wood Framing Tapcons to Concrete Load(lbs) (in) 6 722 2 NVRT-12 14 14 5 7 856 16 NVRT-16 14 6 8 991 7 9 1125 18 NVRT-18 14 Do not UPLIFT U41se circled 20 NVRT-20 14 holes 16d 22 NVRT-22 14 7.14'Edg.Dlo-a _ to Flrsi opcon 24 NVRT-24 14 0 J"Tapcons o 4 o 30 NVRT-30 1 , 0 a 0 i 0 36 NVRT-36 14 0 48 NVRT-48 14 03 0 0 1 . j1l" 2j" Min. edge distance See Note#3 Reinforcement required Notes: 1) ITW tapcons shall be embedded a minimum of 1 1/4"into Tie Beam formed with concrete filled masonry or concrete tiebeam or tiebeam formed with concrete filled masonry. concrete tie beam ITW tapcons shall have a min.edge distance of 2 1/2"and minis un spacing of 1 1/2"as shown. 2) See General Notes,page 01. 3) All tapcons must be in the same row space at 1 1/2"on centers.Do not use holes in the opposite row. Stap must be long enough to accommodate required tapcons. 4) Tables are based on Miami-Dade NOA#08-0326.11 and Florida Approval 599R4. r JOB1 � 3 iA GEIkALD F. ®E MARCO, A®®CHiTEC SHEET NO. OF 7241 SW 168th Street, Suite E MIAMI, FLORIDA 33157 CALCULATED BY DATE ' (395) 255-2959 CHECKED BY DATE Screw Fastening Syste+ 3.5.3 Kwik-Flex Self-Qrilting Screws Kwik-Flex Screw Allowable Pull-Out Values(Tension)1,4 Pullout(lb) Screw Drill Drill Aluminum Point Cap.2 Steel Gauge3 or Thickness(in.) Thickness(in.) Size Type (in.) 18 GA 16 GA i4 GA 12 GA 1/8 3/16 1/4 M3/8 1/8 1/4 3/810-16 3 0.150 158 200 254 638 677 — — 306 — — 12-14 3 0.187 158 210 284 460 620 1159 — 210 914 — 1/4-14 3 0.187 159 212 274 480 740 1015 — 240 969 — 1/4-20 4 0.312 — 206 260 500 765 1045 1215 230 700 1473 1 Steel members shall conform to ASTM A 36.Aluminum members shall be 6063-T5 aluminum alloy. 2 The maximum drill capacity is the maximum metal thickness the fastener can self-drill and self-tap. 3 The base-metal thickness of No.12 gauge steel is 0.105",of No.14 gauge steel is 0.075',of No.16 gauge steel is 0.060"and of No.1 e gauge steel is 0.048". 4 Based on using a safety factor of 3.0. Kwik-Flex Screw Allowable Shear Values 1,4 Shear(lb) Aluminum Screw Drill Drill Steel Gauge3 or Thickness(in.) Thickness(in.) Size Point Cap.z Type (in.) 18-18 18-14 16-16 14-14 E1/4'�-1GA GA GA GA 1/8"-3/16" 3/16"-1/4" 1/8"-1/8" 1/8"-1/4" -:0-16 3 0.150 545 693 585 — — — 587 — 3 0.187 526 847 662 727 — — 335 475 1/4-14 3 0.187 558 925 672 967 635 — — 405 590 1/4-20 4 0.312 540 835 633 980 670 715 660 395 570 1 Steel members shall conform to ASTM A 36.Aluminum members shall be 6063-T5 aluminum alloy. 2 The maximum dnll capacity is the maximum metal thickness the fastener can self-drill and self-tap. 3 The base-metal thickness of No.12 gauge steel is 0.105",of No.14 gauge steel is 0.075",of No.16 gauge steel is 0.060"and of No.18 gauge steel is 0.048". 4 Based on using a safety factor of 3.0. .,ori QERALD F. DE MARCO, ARCHITECT SHEET 1`10 -- OF - 7241 SW 168 STREET-SUITE E ( . MIAMI, FLORIDA 33157 CALGIJI ATED BY _ DATE (365) 255-2999 CHECKED BY DATE Mechanical Anchoring systems 4.3.5 Kwik Bolt 3 Expansion Anchor Table 6-Carbon Steel Kwik Bolt 3 Allowable Loads in Normal-Weight Concrete' Anchor Embedment f',=2000 psi(13.8 MPa) f'�_ 3000 psi(20.7 MPa) f'c=4000 psi(27.6 MPa) f',=6000 psi(41.4 MPa) Diameter Depth Tension Shear' Tension Shear' Tension Shear Tension Shear' in. (mm) in. (mm) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) 300 365 430 550 1-1/8 (29) (1.3) (1.6) (1.9) (2.4) 1/4 2 (51) 635 530 715 530 800 530 530 (6.4) (2.8) (2.4) (3.2) (2.4) (3.6) (2.4) 845 (2.4) 755 795 840 (3.8) 3 (76) (3.4) (3.5) (3.7) 1-5/8 (41) 730 1135 910 1'275 1095 1420 1090 (3.2) (5.0) (4.0) (5.7) (4.9) (6.3) (4.8) 3/81260 1555 1850 2060 1460' (9.5) 2-1/2 (64) (5.6) 1460' (6.9) 1460' (8.2) 1460' (9.2) (6.5) 3-1/2 (gg) 1580 (6.5) 1770 (6.5) 1965 (6.5) 2150 (7.0) (7.9) (8.7) (9.6) 2-1/4 (57) 1235 1865 1430 2300 1620 27354 1975 (5.5) (8.3) (6.4) (10.2) (7.2) (12.2) (8.8) 1/21930 2185 2440 3240 30205 (12.7) 3-1/2 (89) (8.6) 30205 (9.7) 3020' (10.9) 30205 (14.4) (13.4) 4-3/4 (121) 2135 (13.4) 2355 (13.4) 2575 (13.4) 3620 (9.5) (10.5) (11.5) (16.1) 2-3/4 (70) 1920 2750 2065 3410 2210 40706 2830 8.5) 12.2 9.2 (15.2) (9.8) (18.1) (12.6) 5/8 F2660,) 3020 3385 4770 48855 (15.9) 4 (102) 1.8 48855 (13.4) 48855 (15.1) 48855 (21.2) (21.7) 5-1/2 (140) 3285 (21.7) 3695 (21.7) 4100 (21.7) 5325 (14.6) (16.4) (18.2) (23.7) 3-1/4 (g3) 2120 4090 2425 4900 2730 57106 3785 57106 (9.4) (18.2) (10.8) (21.8) (12.1) (25.4) (16.8) (25.4) 3/4 3240 4260 5285 6155 (19.1 4-3/4 (121) (14.4) 5340 (18.9) 5340 (23.5) 7325' (27.4) 73256 i 6-1/2 (165) 4535 (23.8) 5860 (23.8) 7185 (32.6) 7005 (32.6) (20.2) (26.1) (32) (31.2) 4-1/2 (114) 3330 7070 4050 7600 4670 8140 5070 (14.8) (31.4) (18.0) (33.8) (20.8) (36.2) (22.6) 1 4930 6000 7070 8400 9200 (25.4) 6 (152) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) 9 (229) 6670 (40.9) 7670 (40.9) 8670 (40.9) 10670 (29.7) (34.1) (38.6) (47.5) 1 Intermediate load values for other concrete strengths and embedments can be SHEARTHROUGH THE BOLT BODY SHEARTHROUGH THETHREADS calculated by linear Interpolation. 2 Unless otherwise noted,values shown are valid for the shear plane acting through either the anchor body or the anchor threads. V --►V 3 Values shown are for a shear plane through the anchor body.When the shear plane is acting through the threads,reduce the shear value by 10%. - 4 Values shown are for a shear plane through the anchor body.When - - the shear plane is acting through the threads,reduce the shear value by 12%. - 5 Values shown are for a shear plane through the anchor body.When the shear plane is acting through the threads,reduce the shear value by 20%. 6 Values shown are for a shear plane through the anchor body.When the shear plane is acting through the threads,reduce the shear value by 7%. 7 Values shown are for a shear plane through the anchor body.When the shear plane is acting through the threads,reduce the shear value by 25%. 8 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the threads,reduce the shear value by 15%. ,36 Hilt!,Inc.(US)1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilt!(Canada)Corp.1-800-363-4458 1 www.hilti.ca I Product Technical Guide 2008 JOB 132A ASA A GERALD F. DE MARCO, ARCHITECT 7241 SW 168th Street, Suite E SHEET NO. OF ' MIAMI, FLORIDA 33157 CALCULATED BY / DATE (305) 255-2999 CHECKED BY DATE 1 P M SCALE. 14v [ � J10 Cl— F` N b Y � V 7 I 10, 11514 / S,/a A GERALD F. DE MARCO, ARCHITECT SHEET No. of 7241 SW 168th Street, Suite E MIAMI, FLORIDA 33157 CALCULATED BY �%--2 DATE (305) 255-2999 DATE CHECKED BY SUMMARY OF MINIMUM DESIGN LOADS GRAVITY ROOF LIVE LOAD 30 PSF DEAD LOAD 17 PSF ------------- TOTAL 47 PSF (Flat roof - Ceiling) WIND - (IN ACCORDANCE WITH ASCE 7-10) V = 175 mph CATEGORY II EXPOSURE C MAIN WIND FORCE RESISTING SYSTEM ROOF -75.7 PSF + 10.0 PSF D.L. _ -61.7 PSF (37.0 PSF - ASD) * WALLS - +50.5 PSF (+30.3 PSF - ASD) * -45.4 PSF (-27.2 PSF -ASD) - COMPONENTS AND CLADDING DOOR 1" ZONE 4 : +63.4 PSF -69. 1 PSF (+38.0 PSF -41.5 PSF - ASD) ZONE 5: +63.4 PSF -83.2 PSF 1+38.0 PSF -49. 9 PSF - ASD) WINDOW (DOOR SIDE LITE) ZONE 4: +65.1 PSF -70.8 PSF ,(+39. 1 PSF -42.5 PSF - ASD) ZONE 5: +65.1 PSF -86. 6 PSF (+39.1 PSF -52.0 PSF - ASD) WINDOW "A" - SURFACE 1 ZONE 4: +62. 8 PSF -68.5 PSF (+37 .7 PSF -41.1 PSF - ASD) ZONE 5: +62.8 PSF -74.1 PSF (+37:.7 PSF -44.5 PSF - ASD) WINDOW "B" ZONE 4 : +60.0 PSF -65.7 PSF (+36.0 PSF -39.4 PSF - ASD) ZONE 5: +60. 0 PSF -75.8 PSF (+36.0 PSF -45.5 PSF - ASD) WINDOW "A" - SURFACE 4 ZONE 4: +57.2 PSF -62.3 PSF (+34.3 PSF -37 .4 PSF - ASD) ZONE 5: +57.2 PSF -74. 1 PSF (+34 .3 PSF -44.5 PSF - ASD) WINDOW "C" ZONE 4: +65.7 PSF -71.3 PSF (+39.4 PSF -42.8 PSF - ASD) ZONE 5: +65.7 PSF -87.2 PSF (+39.4 PSF -52.3 PSF - ASD) WINDOW "D" ZONE 4: +66.8 PSF -72. 4 PSF (+40.1 PSF -43.4 PSF - ASD) ZONE 5: +66.8 PSF -89.4 PSF (+40.1 PSF -53. 6 PSF - ASD) WINDOW "0" ZONE 4 : +57 .2 PSF -62. 3 PSF (+34.3 PSF -37.4 PSF - ASD) ZONE, 5: +57 .2 PSF -74.1 PSF (+34.3 PSF -44.5 PSF - ASD) WINDOW "P' ZONE 4 : +61.1 PSF -66.2 PSF (+36.7 PSF -39.7 PSF - ASD) ZONE 5: +61.1 PSF -81.5 PSF (+36.7 PSF -48. 9 PSF - ASD) WINDOW "F" & "F1" ZONE 4: +60.0 PSF -66.2 PSF (+36.0 PSF -39.7 PSF - ASD) ZONE 5: +60.0 PSF -79. 8 PSF (+36.0 PSF -47. 9 PAS - ASD) WINDOW "E" ZONE 4: +58. 9 PSF -64 .0 PSF (+35.3 PSF -38.4 PSF - ASD) ZONE 5: +58. 9 PSF -77.0 PSF (+35.3 PSF -46.2 PSF - ASD) DOOR "9" ZONE 4: +55.5 PSF -60. 6 PSF (+33.3 PSF -36.4 PSF - ASD) ZONE 5: +55.5 PSF -70.2 PSF (+33.3 PSF -42.1 PSF - ASD) WINDOW "G" ZONE 4: +59.4 PSF -64.5 PSF (+35. 6 PSF -38.7 PSF - ASD) ZONE 5: +59.4 PSF -77.5 PSF (+35. 6 PSF -46.5 PSF - ASD) WINDOW "H" ZONE 4: +56. 6 PSF -61.7 PSF (+34 .0 PSF -37.0 PSF - ASD) ZONE 5: +56. 6 PSF -73. 0 PSF (+34.0 PSF -43.8 PSF - ASD) WINDOW - BATH ZONE 4: +61.1 PSF -66.2 PSF (+36.7 PSF -39.7 PSF - ASD) ZONE 5: +61. 1 PSF -81.5 PSF (+36.7 PSF -48. 9 PSF - ASD) WINDOW"M" ZONE 4: +66.8 PSF -72.4 PSF (+40.1 PSF -43.4 PSF - ASD) ZONE 5: +66.8 PSF -89. 4 PSF (+40. 1 PSF -53. 6 PSF - ASD) WINDOW (M. BATH) ZONE 4: +66.8 PSF -72.4 PSF (+40.08 PSF -43.44 PSF - ASD) ZONE 5: +66.8 PSF -89. 4 PSF (+40.08 PSF -53. 64 PSF - ASD) DOOR "10" ZONE 4 : +56.0 PSF -61. 1 PSF (+33. 6 PSF -36.7 PSF - ASD) ZONE 5: +56.0 PSF -71.3 PSF (+33. 6 PSF -42.78 PSF- ASD) DOOR 14" ZONE 4: +64 .5 PSF -70.2 PSF (+38.7 PSF -42.12 PSF -ASD) ZONE 5: +64.5 PSF -84 . 9 PSF (+38.7 PSF -50. 94 PSF -ASD) DOOR 13" ZONE 4: +52. 6 PSF -57.7 PSF (+31.56 PSF -34. 62 PSF -ASD) ZONE 5: +52. 6 PSF -64 .5 PSF (+31.56 PSF -38 .7 PSF -ASD) *ASD Loads are derived applying 0. 60 load factor for wind per ASCE 7-10 1329-asaad-loads Project Name: Abourizk-Assad Residence Location: Miami Shore Florida By: LH Start Date: 7/9/2013 Comments: G:\00-Projects\1329_ASAAD\windload.wls Abourizk-Assad Residence July 19, 2013 ASCE?-10 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 175 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. WLS4 -- [1.4] Copyright©2020 SDG, Inc. Page 1 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 Section - Main Section Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 69.8 2.0 2 19.2 2.0 Top 3 69.8 2.0 W2 4 19.2 2.0 W1 1A B:W3 Eave Height: 10.6 ft Parapet Height: 0 ft Parapet Enclosure: Solid W4 Roof Shape: Gabled Front Right Roof Slope(12) A&6 3.0 A B _ W1 W4 W3 W4 W3 W2 WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 2 of 24 Abourizk-Assad Residence July 19, 2013 ASCE?-10 Section - 1 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W3 Position on W3: 30.8 ft Top W2 Wall Length(ft) Overhang(ft) - A 1 30.2 0.0 W1 W3 2 17.2 2.0 B 3 30.2 2.0 4 17.2 0.0 W4 Front Right Eave Height: 10.6 ft Parapet Height: 0 ft B A Parapet Enclosure: Solid W1 w4 w3 W4 W3 W2 Roof Shape: Gabled Roof Slope(:12) A&B 3.0 WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 3 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 Section - 2 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W3 Position on W3: 5 ft Top W2 Wall Length(ft) Overhang(ft) 1 26.3 0.0 W1 W3 2 27.8 0.0 3 26.3 0.0 4 27.8 0.0 W4 Front Right Eave Height: 11 ft Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Flat WLS4 -- [1.4] Copyright©2020 SDG, Inc. Page 4 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 Section - 3 Enclosure Classification: Enclosed Connected to: 2 Connected to wall: W4 Position on W4: 12.4 ft Top W2 Wall Length(ft) Overhang(ft) 1 29.7 0.0 W1 W3 2 23.0 0.0 3 29.7 0.0 4 23.0 0.0 W4 Front Right Eave Height: 11 ft Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Flat WLS4-- [1.4] Copyright©2020 SDG, Inc. Page 5 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 Section - 4 Enclosure Classification: Enclosed Connected to: 2 Connected to wall: W4 Position on W4: 2 ft Top W2 Wall Length(ft) Overhang(ft) 1 12.4 0.0 W1 W3 2 10.5 0.0 3 12.4 0.0 4 10.5 0.0 W4 Front Right Eave Height: 11 ft Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Flat WLS4--[1.4] Copyright©2020 SDG, Inc. Page 6 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 Section - 5 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W3 Position on W3: 61 ft Top Wall Length(ft) Overhang(ft) W2 1 5.7 0.0 W1 W3 2 9.3 0.0 3 5.7 0.0 W4 4 9.3 0.0 Front Right Eave Height: 11 ft Parapet Height: 0 ft Parapet Enclosure: Solid W1 W4 W3 W4 W3 W2 Roof Shape: Flat WLS4 -- [1.4] Copyright©2020 SDG, Inc. Page 7 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 Composite Drawing 2 --- 2 3 8' .9 D 7 . 5 1 A B 6 12 F 13 22 18 23' 14 21 H 19 20 17 G 15 16 4 WLS4 -- [1.4] Copyright O 2020 SDG, Inc. Page 8 of 24 Abourizk-Assad Residence November 27, 2013 ASCE7-10 Components and Cladding Input Component Description Wall/Roof I Surface Label I Zonel Span(ft) Width(ft) I Area(sqft) Door 1 Wall 1 (All) 7.0 3.0 21 window N (side lite) Wall 1 (All) 6.5 1.0 14.08333 window A Wall 1 (All) 6.2 4.3 26.18 Window B Wall 1 (All) 9.3 5.3 48.5625 Window A Wall 4 (All) 6.2 4.3 26.18 Window C Wall 20 (All) 4.3 3.0 12.75 Window D Wall 20 (All) 4.3 2.0 8.6 Window O Wall 16 (All) 6.2 4.3 26.488 Window P Wall 15 (All) 3.0 1.2 3.48 Window F Wall 15 (All) 3.0 4.3 12.75 Window F1 Wall 14 (All) 3.0 4.3 12.9 Window E Wall 13 (All) 2.6 7.0 18.2 Door 9 Wall 13 (All) 6.0 7.0 42 Window G Wall 12 (All) 5.3 3.2 16.59 Window H Wall 5 (All) 4.3 7.2 30.43 Window(bath) Wall 5 (All) 2.0 3.0 6 Window M Wall 9 (All) 2.0 3.3 6.5 Window(M.bath) Wall 8 (All) 2.5 3.3 8.125 Window(M.bath) Wall 9 (All) 2.5 3.3 8.25 Door 10 Wall 13 (All) 5.2 7.0 36.4 Door 14 Wall 20 (All) 2.5 6.7 16.8 Door 13 (garage) Wall 17 (All) 12.0 7.5 90.0 WLS4 -- [1.4] Copyright©2020 SDG, Inc. Abourizk-Assad Residence November 27, 2013 ASCE7-10 Components and Cladding Output Component Descriptionj Surface I Zone I z(ft) I q(psfl I GCp I GCpi I ExtPres(psfl Net w/+GCpi (psfl Net w/-GCpi (psfl Door 1 1 4 12.5 56.6 0.94 0.18 53.2 43.0 63.4 12.5 56.6 -1.04 -58.9 -69.1 -48.7 5 12.5 56.6 0.94 53.2 43.0 63.4 12.5 56.6 -1.29 -73.0 -83.2 -62.8 window N (side lite) 1 4 12.5 56.6 0.97 0.18 54.9 44.7 65.1 12.5 56.6 -1.07 -60.6 -70.8 -50.4 5 12.5 56.6 0.97 54.9 44.7 65.1 12.5 56.6 -1.35 -76.4 -86.6 -66.2 window A 1 4 12.5 56.6 0.93 0.18 52.6 42.4 62.8 12.5 56.6 -1.03 -58.3 -68.5 -48.1 5 12.5 56.6 0.93 52.6 42.4 62.8 12.5 56.6 -1.25 -70.8 -80.9 -60.6 Window B 1 4 12.5 56.6 0.88 0.18 49.8 39.6 60.0 12.5 56.6 -0.98 -55.5 -65.7 -45.3 5 12.5 56.6 0.88 49.8 39.6 60.0 12.5 56.6 -1.16 -65.7 -75.8 -55.5 Window A 4 4 12.5 56.6 0.83 0.18 47.0 36.8 57.2 12.5 56.6 -0.92 -52.1 -62.3 -41.9 5 12.5 56.6 0.83 47.0 36.8 57.2 12.5 56.6 -1.13 -64.0 -74.1 -53.8 Window C 20 4 12.5 56.6 0.98 0.18 55.5 45.3 65.7 12.5 56.6 -1.08 -61.1 -71.3 -50.9 5 12.5 56.6 0.98 55.5 45.3 65.7 12.5 56.6 -1.36 -77.0 -87.2 -66.8 Window D 20 4 12.5 56.6 1.00 0.18 56.6 46.4 66.8 12.5 56.6 -1.10 -62.3 -72.4 -52.1 5 12.5 56.6 1.00 56.6 46.4 66.8 12.5 56.6 -1.40 -79.2 -89.4 -69.1 Window 0 16 4 12.5 56.6 0.83 0.18 47.0 36.8 57.2 WLS4 --[1.4] Copyright©2020 SDG, Inc. Abourizk-Assad ,Residence November 27, 2013 ASCE?-10 Components and Cladding Output Window O 116 14 112.5 156.6 10.83 10.18 147.0 136.8 57.2 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Window O 16 4 12.5 56.6 -0.92 0.18 -52.1 -62.3 -41.9 5 12.5 56.6 0.83 47.0 36.8 57.2 12.5 56.6 -1.13 -64.0 -74.1 -53.8 Window P 15 4 12.5 56.6 0.90 0.18 50.9 40.8 61.1 12.5 56.6 -0.99 -56.0 -66.2 -45.8 5 12.5 56.6 0.90 50.9 40.8 61.1 12.5 56.6 -1.26 -71.3 -81.5 -61.1 Window F 15 4 12.5 56.6 0.88 0.18 49.8 39.6 60.0 12.5 56.6 -0.97 -54.9 -65.1 -44.7 5 12.5 56.6 0.88 49.8 39.6 60.0 12.5 56.6 -1.23 -69.6 -79.8 -59.4 Window F1 14 4 12.5 56.6 0.88 0.18 49.8 39.6 60.0 12.5 56.6 -0.97 -54.9 -65.1 -44.7 5 12.5 56.6 0.88 49.8 39.6 60.0 12.5 56.6 -1.22 -69.1 -79.2 -58.9 Window E 13 4 12.5 56.6 0.86 0.18 48.7 38.5 58.9 12.5 56.6 -0.95 -53.8 -64.0 -43.6 5 12.5 56.6 0.86 48.7 38.5 58.9 12.5 56.6 -1.18 -66.8 -77.0 -56.6 Door 9 13 4 12.5 56.6 0.80 0.18 45.3 35.1 55.5 12.5 56.6 -0.89 -50.4 -60.6 -40.2 5 12.5 56.6 0.80 45.3 35.1 55.5 12.5 56.6 -1.06 -60.0 -70.2 -49.8 Window G 12 4 12.5 56.6 0.87 0.18 49.2 39.1 59.4 12.5 56.6 -0.96 -54.3 -64.5 -44.1 5 12.5 56.6 0.87 49.2 39.1 59.4 12.5 56.6 -1.19 -67.4 -77.5 -57.2 Window H 5 4 12.5 56.6 0.82 0.18 46.4 36.2 56.6 WLS4--[1.4] Copyright©2020 SDG, Inc. - Abourizk-Assad Residence November 27, 2013 ASCE7-10 Components and Cladding Output Window H 15 14 112.5 156.6 0.82 10.18 146.4 136.2 156.6 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Window H 5 4 12.5 56.6 -0.91 0.18 -51.5 -61.7 -41.3 5 12.5 56.6 0.82 46.4 36.2 56.6 12.5 56.6 -1.11 -62.8 -73.0 -52.6 Window(bath) 5 4 12.5 56.6 0.90 0.18 50.9 40.8 61.1 12.5 56.6 -0.99 -56.0 -66.2 -45.8 5 12.5 56.6 0.90 50.9 40.8 61.1 12.5 56.6 -1.26 -71.3 -81.5 -61.1 Window M 9 4 12.5 56.6 1.00 0.18 56.6 46.4 66.8 12.5 56.6 -1.10 -62.3 -72.4 -52.1 5 12.5 56.6 1.00 56.6 46.4 66.8 12.5 56.6 -1.40 -79.2 -89.4 -69.1 Window(M.bath) 8 4 12.5 56.6 1.00 0.18 56.6 46.4 66.8_ 12.5 56.6 -1.10 -62.3 -72.4,_ -52.1 5 12.5 56.6 1.00 56.6 46.4 66.8 12.5 56.6 -1.40 -79.2 -89.4 -69.1 Window(M.bath) 9 4 12.5 56.6 1.00 0.18 56.6 46.4 66.8 12.5 56.6 -1.10 -62.3 -72.4_ -52.1 5 12.5 56.6 1.00 56.6 46.4 66.8_ 12.5 56.6 -1.40 -79.2 -89.4 -69.1 Door 10 13 4 12.5 56.6 0.81 0.18 45.8 35.7 50.-O- 12.5 56.6 -0.90 -50.9 1-61_.1 -40.8 5 12.5 56.6 0.81 45.8 35.7 _56.0_ 12.5 56.6 -1.08 -61.1 -71.3 -50.9 Door 14 20 4 12.5 56.6 0.96 0.18 54.3 44.1 64.5. 12.5 56.6 -1.06 -60.0 -70.2 . -49.8 5 12.5 56.6 0.96 54.3 44.1 64.5 12.5 56.6 -1.32 -74.7 -84,_9_.._ -64.5 Door 13 (garage) 17 4 12.5 56.6 0.75 0.18 42.5 32.3 52.6 WLS4 -- [1.4] Copyright©2020 SDG, Inc. Abourizk-Assad Residence November 27, 2013 ASCE7-10 ,Components and Cladding Output Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Door 13 (garage) 17 4 12.5 56.6 -0.84 0.18 -47.5 -57.7 -37.4 5 12.5 56.6 0.75 42.5 32.3 52.6 12.5 56.6 -0.96 -54.3 -64.5 -44.1 WLS4-- [1.4] Copyright©2020 SDG, Inc. Abourizk-Assad Residence July 19, 2013 ASCE?-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/+GCpi (psf)l Net w/-GCpi (psf) 1 Windward Wall 10.6 56.6 0.88 0.80 0.18 39.8 29.7 50.0 Overhang Top 12.5 56.6 -0.03 0 -1.5 12.5 56.6 -0.54 -26.9 Overhang Bot 10.6 56.6 0.80 39.8 2 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 3 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 4 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 5 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 6 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 7 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 8 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 9 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 10 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 11 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 12 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 13 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 14 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 15 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 16 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 13 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/+GCpi (psf) Net w/-GCpi (psf) 17 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 18 Windward Wall 11.0 56.6 0.80 39.8 29.7 50.0 19 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 20 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 21 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 A Windward Roof 12.5 56.6 0.88 -0.18 0.18 -9.0 -19.2 1.2 12.5 56.6 -0.82 -40.8 -51.0 -30.7 B Leeward Roof 12.5 56.6 0.88 -0.54 0.18 -26.9 -37.1 -16.7 C Roof 0 to 6.2 * 56.6 0.88 -1.30 0.18 -64.8 -74.9 -54.6 6.2 to 9.3* 56.6 -0.70 -34.9 -45.1 -24.7 0 to 9.3 * 56.6 -0.18 -9.0 -19.2 1.2 D&E Roof 0 to 6.2 * 56.6 0.88 -1.03 0.18 -51.3 -61.5 -41.1 6.2 to 12.5 * 56.6 -0.81 -40.3 -50.5 -30.2 12.5 to 17.2 * 56.6 -0.59 -29.4 -39.6 -19.2 0 to 17.2 * 56.6 -0.18 -9.0 -19.2 1.2 F Roof 0 to 6.2 * 56.6 0.88 -0.90 0.18 -44.8 -55.0 -34.6 6.2 to 12.5 * 56.6 -0.90 -44.8 -55.0 -34.6 12.5 to 25.0 * 56.6 -0.50 -24.9 -35.1 -14.7 25.0 to 27.8 * 56.6 -0.30 -14.9 -25.1 -4.8 0 to 27.8* 56.6 -0.18 -9.0 -19.2 1.2 G Roof 0 to 6.2 * 56.6 0.88 -0.92 0.18 -45.8 -56.0 -35.6 6.2 to 12.5 * 56.6 -0.88 -43.8 -54.0 -33.6 12.5 to 23.0 * 56.6 -0.52 -25.9 -36.1 -15.7 0 to 23.0 * 56.6 -0.18 -9.0 -19.2 1.2 WLS4-- [1.4] Copyright©2020 SDG, Inc. Page 14 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) Iq (psf) JG I Cp I GCpi I Ext Pres (psf)l Net w/+GCpi (psf) Net w/-GCpi (psf) H Roof 0 to 6.2 ' 56.6 0.88 -1.30 0.18 -64.8 -74.9 -54.6 6.2 to 10.5 * 56.6 -0.70 -34.9 -45.1 -24.7 0 to 10.5 * 56.6 -0.18 -9.0 -19.2 1.2 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4--[1.4] Copyright©2020 SDG, Inc. Page 15 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) q (psf) I G CpGCpi Ext Pres (psf) Net w/+GCpi (psf) Net w/-GCpi (psf) 1 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 2 Windward Wall 11.0 56.6 0.80 40.3 30.1 50.5 11.8 56.6 0.80 40.3 30.1 50.5 12.5 56.6 0.80 40.3 30.1 50.5 13.0 56.6 0.80 40.3 30.1 50.5 Overhang Top 12.5 56.6 -0.90 0 -45.3 Overhang Bot 12.5 56.6 0.80 40.3 3 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 4 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 5 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 6 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 7 Windward Wall 10.6 56.6 0.89 0.80 0.18 40.3 30.1 50.5 Overhang Top 12.5 56.6 -0.03 0 -1.5 12.5 56.6 -0.54 -27.2 Overhang Bot 10.6 56.6 0.80 40.3 8 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 9 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 10 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 11 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 12 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 13 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 14 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 WLS4 -- [1.4] Copyright©2020 SDG, Inc. Page 16 of 24 Abourizk-Assad Residence July 19, 2013 ' ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) q (psf) G I Cp i GCpi I Ext Pres (psf)l Net w/+GCpi (psf)i Net w/-GCpi (psf) 15 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 16 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 17 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 18 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 19 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 20 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 21 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 A&B Roof 0 to 6.2" 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5 " 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0 * 56.6 -0.50 -25.2 -35.4 -15.0 25.0 to 69.8* 56.6 -0.30 -15.1 -25.3 -4.9 0 to 69.8 * 56.6 -0.18 -9.1 -19.3 1.1 C Roof 0 to 5.7 * 56.6 0.89 -1.30 0.18 -65.5 -75.7 -55.3 0 to 5.7 * 56.6 -0.18 -9.1 -19.3 1.1 D Windward Roof 12.5 56.6 0.89 -0.13 0.18 -6.5 -16.7 3.6 12.5 56.6 -0.67 -33.8 -43.9 -23.6 E Leeward Roof 12.5 56.6 0.89 -0.49 0.18 -24.7 -34.9 -14.5 F Roof 0 to 6.2 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5 * 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0 * 56.6 -0.50 -25.2 -35.4 -15.0 25.0 to 26.3 * 56.6 -0.30 -15.1 -25.3 -4.9 0 to 26.3 * 56.6 -0.18 -9.1 -19.3 1.1 WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 17 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data Was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) I q (psf) G jCp GCpi Ext Pres (psf) Net w/+GCpi (psf) Net w/-GCpi (psf) G Roof 0 to 6.2 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5 * 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0* 56.6 -0.50 -25.2 -35.4 -15.0 25.0 to 29.7 * 56.6 -0.30 -15.1 -25.3 -4.9 0 to 29.7 * 56.6 -0.18 -9.1 -19.3 1.1 H Roof 0 to 6.2 * 56.6 0.89 -1.30 0.18 -65.5 -75.7 -55.3 6.2 to 12.4 * 56.6 -0.70 -35.3 -45.4 -25.1 0 to 12.4* 56.6 -0.18 -9.1 -19.3 1.1 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4 -- [1.4] Copyright©2020 SDG, Inc. Page 18 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/+GCpi (psf)l Net w/-GCpi (psf) 1 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 2 Side Wall 12.5 56.6 -0.70 -34.9 -45.1 -24.7 3 Windward Wall 10.6 56.6 0.88 0.80 0.18 39.8 29.7 50.0 Overhang Top 12.5 56.6 -0.03 0 -1.5 12.5 56.6 -0.54 -26.9 Overhang Bot 10.6 56.6 0.80 39.8 4 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 5 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 6 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 7 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 8 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 11.8 56.6 0.80 39.8 29.7 50.0 12.5 56.6 0.80 39.8 29.7 50.0 13.0 56.6 0.80 39.8 29.7 50.0 14.4 56.6 0.80 39.8 29.7 50.0 Overhang Top 12.5 56.6 -0.90 0 -44.8 Overhang Bot 12.5 56.6 0.80 39.8 9 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 10 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 11 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 12 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 13 Windward Wall 11.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 19 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) q (psf) G Cp I GCpi Ext Pres (psf) Net w/+GCpi (psf) Net w/-GCpi (psf) 14 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 15 Leeward Wall 12.5 56.6 -0.50 -24.9 -35.1 -14.7 16 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 17 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 18 Leeward Wall 12.5 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 19 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 20 Windward Wall 10.6 56.6 0.88 0.80 0.18 39.8 29.7 50.0 Overhang Top 12.5 56.6 -0.03 0 -1.5 12.5 56.6 -0.54 -26.9 Overhang Bot 10.6 56.6 0.80 39.8 21 Side Wall 12.5 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 A Leeward Roof 12.5 56.6 0.88 -0.54 0.18 -26.9 -37.1 -16.7 B Windward Roof 12.5 56.6 0.88 -0.18 0.18 -9.0 -19.2 1.2 12.5 56.6 -0.82 -40.8 -51.0 -30.7 C Roof 0 to 6.2 * 56.6 0.88 -1.30 0.18 -64.8 -74.9 -54.6 6.2 to 9.3' 56.6 -0.70 -34.9 -45.1 -24.7 0 to 9.3 * 56.6 -0.18 -9.0 -19.2 1.2 D&E Roof 0 to 6.2 * 56.6 0.88 -1.03 0.18 -51.3 -61.5 -41.1 6.2 to 12.5 * 56.6 -0.81 -40.3 -50.5 -30.2 12.5 to 17.2 * 56.6 -0.59 -29.4 -39.6 -19.2 0 to 17.2 * 56.6 -0.18 -9.0 -19.2 1.2 F Roof 0 to 6.2 * 56.6 0.88 -0.90 0.18 -44.8 -55.0 -34.6 6.2 to 12.5 * 56.6 -0.90 -44.8 -55.0 -34.6 WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 20 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psf)l Net w/+GCpi (psf)l Net w/-GCpi (psf) F Roof 12.5 to 25.0 * 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 25.0 to 27.8 * 56.6 -0.30 -14.9 -25.1 -4.8 0 to 27.8* 56.6 -0.18 -9.0 -19.2 1.2 G Roof 0 to 6.2 * 56.6 0.88 -0.92 0.18 -45.8 -56.0 -35.6 6.2 to 12.5 * 56.6 -0.88 -43.8 -54.0 -33.6 12.5 to 23.0 * 56.6 -0.52 -25.9 -36.1 -15.7 0 to 23.0* 56.6 -0.18 -9.0 -19.2 1.2 H Roof 0 to 6.2 * 56.6 0.88 -1.30 0.18 -64.8 -74.9 -54.6 6.2 to 10.5 * 56.6 -0.70 -34.9 -45.1 -24.7 0 to 10.5 * 56.6 -0.18 -9.0 -19.2 1.2 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4 --[1.4] Copyright©2020 SDG, Inc. Page 21 of 24 Abourizk-Assad Residence ; July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building-of all heights method. Wind Direction 4 # Surface z (ft) q (psf) G Cp I GCpi Ext Pres (psf) Net w/+GCpi (psf)l Net w/-GCpi (psf) 1 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 2 Leeward Wall 12.5 56.6 -0.35 -17.6 -27.8 -7.4 3 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 4 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 5 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 6 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 7 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 8 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 9 Windward Wall 10.6 56.6 0.89 0.80 0.18 40.3 30.1 50.5 10 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 11 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 12 Leeward Wall 12.5 56.6 0.89 -0.35 0.18 -17.6 -27.8 -7.4 13 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 14 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 15 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 16 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 17 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 18 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 22 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psf)l Net w/+GCpi (psf) Net w/-GCpi (psf) 19 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 20 Side Wall 12.5 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 21 Windward Wall 11.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 11.8 56.6 0.80 40.3 30.1 50.5 12.5 56.6 0.80 40.3 30.1 50.5 13.0 56.6 0.80 40.3 30.1 50.5 Overhang Top 12.5 56.6 -0.90 0 -45.3 Overhang Bot 12.5 56.6 0.80 40.3 A&B Roof 0 to 6.2 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5 * 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0 * 56.6 -0.50 -25.2 -35.4 -15.0 25.0 to 69.8* 56.6 -0.30 -15.1 -25.3 -4.9 0 to 69.8 * 56.6 -0.18 -9.1 -19.3 1.1 C Roof 0 to 5.7 * 56.6 0.89 -1.30 0.18 -65.5 -75.7 -55.3 0 to 5.7 * 56.6 -0.18 -9.1 -19.3 1.1 D Leeward Roof 12.5 56.6 0.89 -0.49 0.18 -24.7 -34.9 -14.5 E Windward Roof 12.5 56.6 0.89 -0.13 0.18 -6.5 -16.7 3.6 12.5 56.6 -0.67 -33.8 -43.9 -23.6 F Roof 0 to 6.2 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5 * 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0 * 56.6 -0.50 -25.2 -35.4 -15.0 25.0 to 26.3 * 56.6 -0.30 -15.1 -25.3 -4.9 0 to 26.3 * 56.6 -0.18 -9.1 -19.3 1.1 G Roof 0 to 6.2 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 -35.1 6.2 to 12.5* 56.6 -0.90 -45.3 -55.5 -35.1 12.5 to 25.0 * 56.6 -0.50 -25.2 -35.4 -15.0 WLS4--[1.4] Copyright©2020 SDG, Inc. Page 23 of 24 Abourizk-Assad Residence July 19, 2013 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # Surface z (ft) q (psf) I G Cp I GCpi I Ext Pres (psf) Net w/+GCpi (psf) Net w/-GCpi (psf) G Roof 25.0 to 29.7* 56.6 0.89 -0.30 0.18 -15.1 -25.3 -4.9 0 to 29.7 * 56.6 -0.18 -9.1 -19.3 1.1 H Roof 0 to 6.2 " 56.6 0.89 -1.30 0.18 -65.5 -75.7 -55.3 6.2 to 12.4 * 56.6 -0.70 -35.3 -45.4 -25.1 0 to 12.4 « 56.6 -0.18 -9.1 -19.3 1.1 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4-- [1.4] Copyright©2020 SDG, Inc. Page 24 of 24 EXISTING 2 X 12" JOISTS @ 16"O.C. TEMPORARY ALUM.I BEAM 4"D X 3"W X 2.793 LB/FT. NEW PARTITION cc i N NEW 3 Y"0 STEEL PLA E STEEL COLUMN BOTH SIDE N POST SHORE LOCATION(TYP.) PROVIDE CONTINUOUS SUPPORT EXISTING TRUSSES FROM COMPACTED SOIL BELOW @ 24"O.C. FLOOR TO UNDER SIDE OF ALUMINUM I BEAM SHORING PLAN: SCALE: 1/2"= F-0" GERALD F. DE MARCO, ARCHITECT JOB ASAAD RESIDENCE 7241 SW 168TH STREET SUITE E ADDRESS 576 N.E.97th ST.Miami shores FL 33138 MIAMI, FLORIDA 33157 305.255.2999 DRAWN BY LH DATE 02-25-2014 CHECKED BY DATE PROJECT NO 1329 SHEET NO. 3 S _ m N FEB 0 1 � n v °' „ 0COPY m r x � VI PLANTER eLA[i� D m i7 - O , C-1 PLANTER w NTER C-1 w I + C0 PLMTO ENTRAurc s•-I• r-s r-r I I _!!!r% � O O m . DUNG � I GREAT ROOM I � 1 � RMASTER MROOM IIIDr=o• �'�s�0ilsl7°� Q5 am r e' Q ts.✓t%/> I`-.+`-uc+.�!fV✓� - _.. --a-t• 3�• MAFOI OW. LLL . J O 02 7 O r-1 .�f 7-4• 4-�• S ® � O ® r-Ir W-10• a'-e• ANTEROOM O V V ® O p'-4 z-o•�Q� P_4" KLIGim I ® —Noom ___...111TTTBEDROOM •-s• e' r-e• -4 PMII110N BEDROOM 2 PLAT. © C-1 NALLtlfAY Q e� 4 8 PANTRY f-o• '� x > x m GARAGE _ 1® BATH 3 FAMILY ROOM T-r 11 -4 ® F� < a a t4'-e• 0 21'-IW ® C-2 C-2 ® @� FL0011 N ( L1p i x,nnr ro RA nwsn r e• r-2• TO emnoa 41EKL e. T-ar BEDROOM 4 DID r-la fir' ® NEW CONC. TERRACE 25'i' I I_e• t-a E D ➢ O 1 1 m m © O mFA 1,;V m FLOOR PLAN: SCALE:3/32"=I'-o' JOBS GERALD F. DE MARCO, ARCHITECT SHEET NO. Z OF 7241 SW 168th Street, Suite E MIAMI, FLORIDA 33157 CALCULATED BY `'� DATE (305) 255-2999 CHECKED BY DATE SCALE IVt �(. ` rI ' r w t tj VJ 3 { f 7 � cQ r7. - __ 0 J ...... _. _ ... ........ __. j E 1 yf q R t ., ` r P I A • • �'us 4vr. r m D � � EXISTING 2 X 12" K v JOISTS @ 16"O.C. 00 r" r =� i A Ln �V►� >>J/ �i�� -� �1�/�1{��lv�(�� its 00 m n Ike w �_ LnN _ � n -i 0 g mLLrn� NEW PARTITION j LL t � r slI NEW 3%Z'O STEEL PLAT( i STEEL COLUMN ! BOTH SIDE s i 31 I 1/ry4 EXISTING TRUSSES (.) @ 24"O.C. ROOF SUPPORT DETAIL (PLAN VIEW): I�Er (;-'-) w '� SCALE: = r�` ,� .� � � l t ft c it ��_Q�� y� r o O D D �I 1 4 JOB ►5 /J h GERALD F. DE MARC®, ARCHITECT ;1�-4- OF SHEET NO. 7241 SW 168th Street, Suite E Sol U, MIAMI; FLORIDA 33157 CALCULATED BY V DATE ' 3'U (305) 255-2999 DATE CHECKED BY structural shapes/dimensions, areas, weights Y TABLE 13.9 Aluminum Association Standard Channels- Dimensions, Areas, Weights and Section Properties° _ AI y Y Size Flange Web Fillet Section Properties(2) Thick- Thick- RadAxis X-X Axis Y-Y Depth Width Area i0 Weight( ness ness Rius A B tj t I 5 r I S r x in. in. in.2 lb/ft in. in. in. in.4 in.' in. in.° in.' in. in. 2.00 1.00 0.491 0.557 0.13 0.13 0.10 0.288 0.288 0.766 0.045 0.064 0.303 0.298 0.546 0.546 0.774 0.139 0.178 0.391 0.471 2.00 1.25 0.911 1.071 0.26 0.17 0.15 3.00 1.50 0.965 1.135 0.20 0.13 0.25 1.41 0.94 1.21 0.22 0.22 0.47 0.49 3.00 1.75 1.358 1.597 0.26 0.17 0.25 1.97 131 1.20 0.42 0.37 0.55 0.62 4.00 2.00 1.478 1.738 0.23 0.15 0.25 3.91 1.95 1.63 0.60 0.45 0.64 0.65 4.00 2.25 1.982 2.331 0.29 0.19 0.25 5.21 2.60 1.62 1.02 0.69 0.72 0.78 5.00 2.25 1.681 2.212 0.26 0.15 0.30 7.88 3.15 2.05 0.98 0.64 0.72 0.73 5.00 2.75 2.627 3.089 0.32 0.19 0.30 11.14 4.45 2.06 2.05 1.14 0.88 0.95 6.00 2.50 2.410 2.834 0.29 0.17 0.30 14.35 4.76 2.44 1.53 0.90 0.80 0.79 6.00 3.25 3.427 4.030 0.35 0.21 0.30 21.04 7.01 2.48 3.76 1.76 1.05 1.12 7.00 2.75 2.725 3.205 0.29 0.17 0.30 22.09 6.31 2.85 2.10 1.10 0.88 0.84 7.00 3.50 4.009 4.715 0.38 0.21 0.30 33.79 9.65 2.90 5.13 2.23 1.13 1.20 8.00 3.00 3.526 4.147 0.35 0.19 0.30 37.40 9.35 3.26 3.25 1.57 0.96 0.93 8.00 3.75 4.923 5.789 0.41 0.25 0.35 52.69 13.17 3.27 7.13 2.82 1.20 1.22 9.00 3.25 4.237 4.983 0.35 0.23 0.35 54.41 12.09 3.58 4.40 1.89 1.02 0.93 9.00 4.00 5.927 6.970 0.44 0.29 0.35 76.31 17.40 3.63 9.61 3.49 1.27 125 10.00 3.50 5.218 6.136 0.41 0.25 0.35 83.22 16.64 3.99 6.33 2.56 1.10 1.D2 10.00 4.25 7.109 8.360 0.50 0.31 0.40 116.15 23.23 4.04 13.02 4.47 1.35 134 12.00 4.00 7.036 8.274 0.47 0.29 0.40 159.76 26.63 4.77 11.03 3.86 1.25 1.14 12.00 5.00- 10.053 11.822 0.62 0.35 0.45 239.69 39.95 4.88 25.74 1 7.60 1.60 1.61 TABLE 13.10 Aluminum Association Standard I-Beams- Dimensions, Areas, Weights and Section Properties° � Size Flange Web Fillet Section Properties(l) AreaO Weight( Thick- Thick- Radius Axis X-X Axis Y-Y De th Width ness ness A R I S r I S r B t, t in. in. in.' Ib/tt in. in. in. in.4 in.3 in. in.° in3 in. 0.61 3.00 2.50 1.392 1.637 0.20 0.13 0.25 2.24 1.49 1.27 0.52 0.42 3.00 2.50 1.726 2.030 0.26 0.15 0.25 2.71 1.81 1.25 0.68 0.54 0.63 __2.311. _..0.23 __ 0.15.____ _.0.25__..__.__-5.62__ 2.81__ - 1.69 1.04 0.69 0.73 4Q0 3.0 2. 3 0.29 0.17 0.225 5.00 3.50 3.146 3.700 0.32 0.19 0.30 13.94 5.58 2.11 2.29 1.31 0.85 6.00 4.00 3.427 4.030 0.29 0.19 0.30 21.99 7.33 2.53 3.10 1.55 0.95 6.00 4.00 3.990 4.692 0.35 0.21 030 25.50 8.50 2.53 3.74 1.87 0.97 7.00 4.50 4.932 5.800 0.38 0.23 0.30 42.89 12.25 2.95 5.78 2.57 1.08 8.00 5.00 5.256 6.181 0.35 0.23 0.30 59.69 14.92 3.37 7.30 2.92 1.18 8.00 5.00 5.972 7.023 0.41 0.25 0.30 67.78 16.94 3.37 8.55 3.42 1.20 9.00 5.507.110 8.361 0.44 0.27 0.30 102.02 22.67 3.79 12.22 4.44 1.31 10.00 6.00 7.352 8.646 0.41 0.25 0.40 132.09 26.42 4.24 14.78 4.93 1.42 10.00 6.00 8.747 10.286 0.50 0.29 0.40 155.79 31.16 4.22 18.03 6.01 1.44 112.00 1 7.00 2.00 7.00 12.153 14.292 0.62 0.31 0.40 357 33 52.89 5.101 35 48 25 11.6721 p,54 j65 O Areas listed are based on nominal dimensions. D I moment of inertia;S=section modulus;r=radius of gyration. OO Weights per foot are based on nominal dimensions and a density of OO Users are encouraged to ascertain current availability of particular struc- 0.098 pound per cubic inch which is the density of alloy 6061. tural shapes through inquiries to their suppliers. a ,OB GERALD F. DE MARCO, ARCHITECT rry 7241 SW 168TH STREET—SUITE E SHEET NO. ^ OF MIAMI, FLORIDA 33157 CALCULATED BY � DATE (305) 255-2999 V CHECKED BY DATE 0311plesc®pic Support Braces- extra races- extra support for leveling and stabilizing floor. beams and joists during construction and repairs. Telescopic style with remo:v- able pins lets you properly position the brace for better leveling. End pad includes screw and turning bar for height adjustment. Welded steel construction with red oxide finish. �J 2 Sections Rio. 30434 . 3 Sections Mo. 3CA83 Min. Service Max. Service No. of Cap. @ Min. Cap. @ Max. Item Flei.ght(m ) Neiglrt(m ) Sections Height(I:b ) Heoght(Ih.) No. 12 16 1 9738 9738 3CA86, 1.9 36 2.._. __ :_:.:..97386863 3CA84,......_ 54 100. 2 8438 56003CA35 3 11 200 3CA83 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regula ial ormance Method Project Name: 1329 ASSAD RESIDEN � ,,Y t-� Builder NaI Full U Street: 576 NE 97 ST ER VED Permit Offi City,State,Zip: MIAMI , FL,33138- DEC Q Permit Numb Owner: ABOURIZK-ASSAD * �� Jurisdiction: Design Location: FL,Miami 1. New construction or existing Existing(Projecte 9. Wall Types 18Uqft) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul, Exterior R=5.0 2023.70 ftZ b. Interior Wall, Interior R=5.0 394.67 ftZ 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 4 d. N/A R= ftz 10.mCeilinTes 7BE InGH Area 5. Is this a worst case? No kR 2739.10 ftz 6. Conditioned floor area above grade(ftZ) 2943.52001953 R ftZ Conditioned floor area below grade(ftZ) 0 R ftZ 11. DN8Re � R ftZ 7. Windows(292.8 sgft.) Description Area a. t ,AH6 344.5 a. U-Factor: Dbl, U=0.87 292.83 ftZ b. , R A 6 294.35 SHGC: SHGC=0.50 y b. U-Factor: N/A ftZ 12.Cooling s NkBtu/hr Efficiency SHGC: a.Central 37.4 SEER:15.00 b.Central 29.6 SEER:14.50 c. U-Factor: N/A ftZ SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a. Electric Strip Heat 33.4 COP:1.00 SHGC: b. Electric Strip Heat 33.4 COP:1.00 Area Weighted Average Overhang Depth: 1.723 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Natural Gas Tankless Cap: 1 gallons 8. Floor Types (2943.5 sqft.) Insulation Area EF:0.820 a.Crawlspace R=0.0 2943.50 ftZ b. Conservation features b. N/A R= ftZ None c. N/A R= ftZ 15.Credits Pstat Glass/Floor Area: 0.099 Total Proposed Modified Loads: 64.71 PASS Total Standard Reference Loads: 92.18 1 hereby certify that the plans and specifications covered by Review of the plans and1194E S*r this calculation are in compliance with the Florida Energy specifications covered by this EE _ Ofi Code. calculation indicates compliances.,, with the Florida Energy Code. PREPARED BY: � `t' Before construction is completed - rA DATE: this building will be inspected for aI JF compliance with Section 553.908 x $ I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ de. Q �� C�'b�'�� OWNER/AGENT �( U tx "' BUILDING OFFICIAL: DATE: L f , • DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors tested at 25 pascals pressure difference in accordance with 403.2.2.1. is not greater than (0 cfm:Duct#1) 8/7/2013 1:45 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 s PROJECT Title: 1329_ASSAD RESIDENCE Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2944 Lot# Owner: ABOURIZK-ASSAD Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 576 NE 97 ST Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: Whole House Fan: City,State,Zip: MIAMI , Family Type: Single-family FL, 33138- New/Existing: Existing(Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating 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 1722.5 13780 2 Block2 1221.020 9768.16015 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 ZONE 1 1722.5 13780 No 2 3 1 Yes Yes Yes 2 ZONE2 1221.02 9768.16 Yes 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Crawlspace ZONE 1 208.8 ft 0 1722.5 ftz 0 0 0 1 2 Crawlspace ZONE2 155.91 ft 0 1221.02 ft 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 3034 ftz 0 ft2 Medium 0.96 No 0.9 No 30 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 0 2944 ftz N N 8/7/2013 1:45 PM EnergyGauge(D USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) ZONE 1 30 1610.22 ft2 0.11 Wood 2 Under Attic(Vented) ZONE2 30 1128.85 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 4 Ornt To Wall Type R-\/;lllle Ft In Ft In Area RA/aIlle Fraction Ahsor ('r:;rie% _ 1 N Exterior Concrete Block-Int Insul ZONE 1 5 69 9.59 8 0 558.4 ft2 0 0 0.75 0 2 E Exterior Concrete Block-Int Insul ZONE 1 5 35 4.8 8 0 283.2 ft2 0 0.75 0 _ 3 S Exterior Concrete Block-Int Insul ZONE 1 5 38 3.3 8 0 306.2 ft2 0 0.75 0 _ 4 W Exterior Concrete Block-Int Insul ZONE 1 5 16 9.75 8 0 134.5 ft2 0 0.75 0 5 N ZONE 1 Interior Wall ZONE2 5 31 6 8 252.0 ft2 0 0 0.75 0 6 N Exterior Concrete Block-Int Insul ZONE2 5 5 3 8 42.0 ft2 0 0.75 0 _ 7 E ZONE 1 Interior Wall ZONE2 5 17 10 8 0 142.7 ft2 0 0 0.75 0 _ 8 E Exterior Concrete Block-Int Insul ZONE2 5 10 7 8 84.7 ft2 0 0.75 0 _ 9 S Exterior Concrete Block-Int Insul ZONE2 5 40 7 8 324.7 ft2 0 0.75 0 10 W Exterior Concrete Block-Int Insul ZONE2 5 36 3 8 290.0 ft2 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood ZONE 1 None 0.460000 3 7 21 ft2 2 W Wood ZONE2 None 0.460000 2 8 6 8 17.77777 3 S Insulated ZONE2 None 0.4 5 3 7 0 36.75 ft2 4 S Insulated ZONE2 None 0.4 5 3 7 0 36.75 ft2 5 S Insulated ZONE2 None 0.4 6 0 7 0 42 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Double(Tinted) Yes 0.87 0.5 52.4 ft2 2 ft 2 in 0 ft 9 in Drapes/blinds None 2 N 1 Metal Double(Tinted) Yes 0.87 0.5 48.6 ft2 2 ft 2 in 0 ft 9 in Drapes/blinds None 3 N 1 Metal Double(Tinted) Yes 0.87 0.5 11.8 ft2 2 ft 2 in 1 ft 8 in Drapes/blinds None 4 S 3 Metal Double(Tinted) Yes 0.87 0.5 60.9 ft2 2 ft 2 in 1 ft 8 in Drapes/blinds None 5 S 3 Metal Double(Tinted) Yes 0.87 0.5 6.2 ft2 2 ft 2 in 1 ft 8 in Drapes/blinds None 6 W 4 Metal Double(Tinted) Yes 0.87 0.5 26.2 ft2 2 ft 2 in 0 ft 9 in Drapes/blinds None 7 E 8 Metal Double(Tinted) Yes 0.87 0.5 16.6 ft2 2 ft 2 in 2 ft 11 in Drapes/blinds None 8 S 9 Metal Double(Tinted) Yes 0.87 0.5 36.2 ft2 0 ft 4 in 2 ft 3 in Drapes/blinds None 9 W 10 Metal Double(Tinted) Yes 0.87 0.5 8.5 ft2 0 ft 2 in 1 ft 11 in Drapes/blinds None 10 N 6 Metal Double(Tinted) Yes 0.87 0.5 12.8 ft2 0 ft 4 in 1 ft 11 in Drapes/blinds None 11 N 1 Metal Double(Tinted) Yes 0.87 0.5 12.8 ft2 0 ft 4 in 1 ft 11 in Drapes/blinds None 8/7/2013 1:45 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 2316.2 , 127.16 239.14 0.2070 5.9017 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 33.4 kBtu/hr 1 sys#1 2 Electric Strip Heat None COP: 1 33.4 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Single SEER: 15 37.4 kBtu/hr 1122 cfm 0.75 1 sys#1 2 Central Unit Single SEER: 14.5 29.6 kBtu/hr 888 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.82 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftZ DUCTS V/ ----Supply--- ----Return— Air CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler CM-25 OUT QN RLF Heat Cool 1 Attic 6 344.5 ft Attic 86.125 Proposed Qn ZONE 1 cfm 0.0 cfm 0.00 0.60 1 1 2 Attic 6 294.35 Attic 73.588 Default Leakage ZONE2 cfm (Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: N Coolin an Feb Mar A r May ri Jun ri Jul X Aug ]Se [ ]Oct [ ]Nov Dec Heating EX�Jan f X�Feb f Xj Mar f Apr f May Jun Jul Au ]Sep [ ]Oct [X]Nov X Dec Ventin [[ Jan [ Feb X Mar [X A r [ Ma Jun JulAug [ ]Se [X]Oct [X]Nov Dec 8/7/2013 1:45 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 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 80 80 80 80 PM 80 80 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 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 '68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Fans/ERV 110 110 120 0 -1 -❑0taD63❑ 10% 1 -Central Unit Fans/ERV 50 50 120 0 - % 2-Central Unit 8/7/2013 1:45 PM EnergyGauge(D USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FDRM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 576 NE 97 ST PERMIT#: MIAMI, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff(gas). Circulating system pipes insulated to= R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/7/2013 1:45 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 s FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Air Distribution System Test Report Project Name: 1329_ASSAD RESIDENCE Builder Name: Street: 576 NE 97 ST Permit Office: City, State,Zip: MIAMI , FL,33138- Permit Number: Owner: ABOURIZK-ASSAD Jurisdiction: Design Location: FL,Miami Air Distribution System Leakage Test Results CFM25 Air Distribution System Leakage Test Values Line System Duct Leakage to Outdoors Total Duct Leakage 1 System 1 cfm25(out) cfm25(tot) 2 System 2 cfm25(out) cfm25(tot) 3 System 3 cfm25(out) cfm25(tot) 4 System 4 cfm25(out) cfm25(tot) 5 Duct System Sum lines 1-4 Sum lines 1-4 Leakage Divide by Divide by (Total Conditioned Floor Area) (Total Conditioned Floor Area) (Qn,out) _ (Qn,tot) *Total duct leakage testing is required for prescriptive methods but optional for Performance. To qualify as"substantially leak free",for a post construction test,Qn out must be less than or equal to 0.03 and Qn,tot must be less than or equal to 0.09;for a rough in test,Qn tot must be less than or equal to 0.04 if the AH is included in the test, or Qn tot must be less than or equal to 0.02 if the AH is not installed at the time of the test.See FBC, EC Section 403.2.2.1 1 hereby certify that the above duct testing -14E g Florida Building Code requires that xAT performance results demonstrate compliance O = testing to confirm duct leakage be �' with the Florida Energy Code requirements in performed by a Class 1 Florida accordance with Section 403.2.2.1. Energy Gauge Certified Energy Rater. Certified Florida Class 1 CA iii v Signature: raters can be found at: O* o Printed Name: http://energygauge.com/search.htm WE Florida Rater Certification #: BUILDING OFFICIAL: DATE: DATE: EnergyGauge@ USA-FlaRes2008 Section 405.4.1 Compliant Software ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 70 The lower the EnergyPerformance Index, the more efficient the home. 576 NE 97 ST, MIAMI, FL, 33138- 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2023.70 ft2 b. Interior Wall, Interior R=5.0 394.67 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Roof Deck(Vented) R=30.0 2739.10 ft2 6. Conditioned floor area(ft2) 2944 b. N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.87 292.83 ft2 11. Ducts R ft2 a.Sup:Attic, Ret:Attic,AH:ZONE 1 6 344.5 SHGC: SHGC=0.50 b.Sup: Attic, Ret:Attic,AH:ZONE2 6 294.35 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 37.4 SEER:15.00 SHGC: b.Central Unit 29.6 SEER:14.50 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 33.4 COP:1.00 Area Weighted Average Overhang Depth: 1.723 ft. b.Electric Strip Heat 33.4 COP:1.00 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a.Crawlspace R=0.0 2943.50 ft2 a. Natural Gas EF:0.82 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building a �iH Sr Construction through the above energy saving features which will be installed (or exceeded) 1, = o in this home before final inspection. Otherwise, a new EPL Display Card will be completed <v�",,,�'''•' r4 based on installed Code compliant features. P •r Builder Signature: Date: Address of New Home: City/FL Zip: COD Wr, O *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software r A U.S.r>F'ARTMENTOFHOMELAND SECURITY ELEVATION CERTIFICATE FEC EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 Nations.YloodInsurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name REDA ASAAD AND NADIA ABOURIZK ASAAD Policy Number. A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number. 576 NE 97 STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOTS 1,2&3 BLK 99 AMENDED PLAT OF MIAMI SHORES SECTION NOA PB 15 PAGE 14 PARCEL ID#11-3206-017-1510 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25`51'52.30"N Long.80°11'08.39'W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2.637 sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 13 within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 1,548 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State 120652 VILLAGE OF MIAMI SHORES MIAMI-DADE FL B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 1208600306 L 9-11-2009 Effective/Revised Date Zone(s) AO,use base flood depth) 9-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: Bl 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction" ® Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:DCBM N603-R ELEV=8.06' Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ® NGVD 1929 ❑ NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 8.40' ®feet ❑meters b)Top of the next higher floor 8.69' ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ❑meters d)Attached garage(top of slab) N/A._ ❑feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 8.46' ®feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 8.10' ®feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 8.40' ®feet ❑ meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 8.40' ®feet ❑meters SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ® Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name DAVID L. FUTCH License Number 4843 Title PRESIDENT Company Name GLOBAL DIMENSIONS,INC. Address 14770 SW 43 WAY City MIAMI State FL ZIP Code 33185 Signature Date 03-08-2013 Telephone 305-512-4225 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATIOI,,4CERTIFICATE, page 2 IMP.. TANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Buildih Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 576 NE 97 STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments A/C=8.46'2ND FINISH FLOOR LEVEL=9.96' 3RD FINISH FLOOR LEVEL=10.41' LATITUDE AND LONGITUDE VALUES DERIVED FROM MIAMI-DADE COUNTY ORTHO RECTIFIED IMAGES AND CONVERTED USING CORPSCON CONVERSION PROGRAM. Signature Date 3-8-2013 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in items G8—G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. 1 ELFVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 576 NE 97 STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT VIEW W77 71 t'. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 576 NE 97 STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. REAR VIEW rV, .,w .J i A FEMA Form 086-0-33(7/12) Replaces all previous editions. c GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ESTIMATE FOR ASSAD RESIDENCE CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO. 1329 DATE 07/12/2013 ROOM DIFFERENCE ROOM FOYER DIMENSIONS SELECTED ROOM CONDITIONS DB WEI kRH 11'-4"X 6-10" ITEM QUANTITY 95 FA'COTOOR 105 BTU/HOUR NOTES WINDOWS(prime exposure only) f s.c. South or East 0.7 0 SF 45 50 55 0 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 0 SF 60 65 70 0 WINDOWS(not included above) 11 SF 25 30 40 275 WALLS(exposed to sun) - Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated LF 40 50 60 0 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) 9.4 LF 35 45 55 329 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5- 7 0 Unconditioned space above SF Attic above insulated 77.5 SF 3 4 4 232.5 non insulated SF 10 13 15 0 No attic,flat roof,insulated SF 3 4 4 0 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE EA 230 0 LIGHTS&ELECTRICAL EQUIPMENT 80 WATTS 3.4 272 OPENINGS TO UNCONDITIONED SPACE LF 300 0 VENTILATION People x 15 or,air 0 14 0 changes/hr/60 CFM TOTAL SENSIBLE LOAD 1108.5 VENTILATION People x 15 or,air 0 35 0 changes/hr/60 CFM PEOPLE 0 EA 150 0 OTHER LATENT LOAD TOTAL LATENT LOAD 0 TOTAL COOLING LOAD 1108.5 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 36.92046 CFM prepared by:LH SHEET OF V_ w fe Nw . t GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ASSAD RESIDENCE ESTIMATE FOR CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO. 1329 DATE 07/12/2013 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH MASTER BEDROOM 16-10"X 15'-4" ITEM QUANTITY FACTOR BTU/HOUR NOTES 95 100 105 WINDOWS(prime exposure only) S.C. South or East 0.7 6.5 SF 45 50 55 204.75 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 0 SF 60 65 70 0 WINDOWS(not included above) 22.8 SF 25 30 40 570 WALLS(exposed to sun) - Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated 18 LF 40 50 60 720 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) 25.3 LF 35 45 55 885.5 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated 254 SF 3 4 4 762 non insulated SF 10 13 15 0 No attic,flat roof,insulated SF 3 4 4 0 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 2 EA 230 460 LIGHTS&ELECTRICAL EQUIPMENT 200 WATTS 3.4 1 680 OPENINGS TO UNCONDITIONED SPACE LF 300 0 VENTILATION People x 15 or,air 30 14 420 changes/hr/60 CFM TOTAL SENSIBLE LOAD 4702.25 VENTILATION People x 15 or,air 35 1050 changes/hr/60 30 CFM PEOPLE 2 EA 150 300 OTHER LATENT LOAD TOTAL LATENT LOAD 1350 TOTAL COOLING LOAD 6052.25 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFMAt. Total ventilation(CFM) Total Infiltration(CFM) 201.5804 CFM prepared by:LH SHEET OF • 1� GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ESTIMATE FOR ASSAD RESIDENCE CONDITIONS DB WB kRH DP GR/LB OUTSIDE JOB NO. 1329 DATE 07/12/2013 ROOM DIFFERENCE ROOM Mr.Bath DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH 76 S .FT. ITEM QUANTITY 95 FA,TOOR 105 BTU/HOUR NOTES WINDOWS(prime exposure only) S.C. South or East 0.7 8 SF 45 50 55 252 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) 0 SF 25 30 40 0 WALLS(exposed to sun) - Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated 11 LF 40 50 60 440 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) LF 35 45 55 0 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated SF 3 4 4 0 non insulated SF 10 13 15 0 No attic,flat roof,insulated 76 SF 3 4 4 228 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 1 EA 230 230 LIGHTS&ELECTRICAL EQUIPMENT 100 WATTS 3.4 340 OPENINGS TO UNCONDITIONED SPACE LF 300 0 VENTILATION People x 20 or,air 20 14 280 changes/hr/60 CFM TOTAL SENSIBLE LOAD 1770 VENTILATION People x or,air changes/hr/60 20 CFM 35 700 PEOPLE 1 EA 150 150 OTHER LATENT LOAD TOTAL LATENT LOAD 850 TOTAL COOLING LOAD 2620 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 87.26352 CFM prepared by:LH SHEET OF_ _ _ 1 GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE r PROJECT ASSAD RESIDENCE ESTIMATE FOR CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO. 1329 DATE 07/12/2013 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH Mr.WL.IN CLOSET 54 S .FT. ITEM QUANTITY FACTOR BTU/HOUR NOTES 95 100 105 WINDOWS(prime exposure only) S.C. South or East 0.7 0 SF 45 50 55 0 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) 0 SF 25 30 40 0 WALLS(exposed to sun) Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated 0 LF 40 50 60 0 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) LF 35 45 55 0 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated 54 SF 3 4 4 162 non insulated SF 10 13 15 0 No attic,flat roof,insulated SF 3 4 4 0 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 1 EA 230 230 LIGHTS&ELECTRICAL EQUIPMENT 40 WATTS 3.4 1 136 OPENINGS TO UNCONDITIONED SPACE LF 300 0 VENTILATION People x 15 or,air 15 14 210 changes/hr/60 CFM TOTAL SENSIBLE LOAD 738 VENTILATION People x or,air 15 35 525 changes/hr/60 CFM PEOPLE . 1 EA 150 150 OTHER LATENT LOAD TOTAL LATENT LOAD 675 TOTAL COOLING LOAD 1413 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/R. Total ventilation(CFM) Total Infiltration(CFM) 47.06235 CFM jprepared by:LH SHEET OF_ A GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ASSAD RESIDENCE ESTIMATE FOR CONDITIONS DB WB hRH DP GR/LB OUTSIDE JOB NO. 1329 DATE 07/12/2013 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB kRH Bedroom 2 11'-6"x 11'-8" ITEM QUANTITY FACTOR BTU/HOUR NOTES 95 100 105 WINDOWS(prime exposure only) S.C. South or East 0.7 26.7 SF 45 50 55 841.05 Southwest 0.7 0 SF 80 85 90 0 West 0.7 SF 100 105 110 0 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) SF 25 30 40 0 WALLS(exposed to sun) Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated 20 LF 40 50 60 800 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) LF 35 45 55 0 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated 146 SF 3 4 4 438 non insulated SF 10 13 15 0 No attic,flat roof,insulated SF 3 4 4 0 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 1 EA 230 230 LIGHTS&ELECTRICAL EQUIPMENT 100 WATTS 3.4 340 OPENINGS TO UNCONDITIONED SPACE LF 300 0 VENTILATION People x 15 or,air 15 14 210 changes/hr/60 CFM TOTAL SENSIBLE LOAD 2859.05 VENTILATION People x or,air 35 525 changes/hr/60 15 CFM PEOPLE 1 EA 150 150 OTHER LATENT LOAD TOTAL LATENT LOAD 675 TOTAL COOLING LOAD 3534.05 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 117.7075 CFM prepared by:LH SHEET OF A GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ASSAD RESIDENCE ESTIMATE FOR CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO. 1329 DATE 07/12/2013 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH BEDROOM 11'-4"X 16-0" ITEM QUANTITY FACTOR BTU/HOUR NOTES 95 100 105 WINDOWS(prime exposure only) S.C. South or East 0.7 26.7 SF 45 50 55 841.05 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) SF 25 30 40 0 WALLS(exposed to sun) - Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated 11.5 LF 40 50 60 460 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) LF 35 45 55 0 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated 183 SF 3 4 4 549 non insulated SF 10 13 15 0 No attic,flat roof,insulated SF 3 4 4 0 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 1 EA 230 230 LIGHTS&ELECTRICAL EQUIPMENT 120 WATTS 3.4 408 OPENINGS TO UNCONDITIONED SPACE LF 300 0 VENTILATION People x 15 or,air 15 14 210 changes/hr/60 CFM TOTAL SENSIBLE LOAD 2698.05 VENTILATION People x or,air changes/hr/60 15 35 525 CFM PEOPLE 1 EA 150 150 OTHER LATENT LOAD TOTAL LATENT LOAD 675 TOTAL COOLING LOAD 3373.05 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 112.3451 CFM (prepared by:LH SHEET OF A GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ASSAD RESIDENCE ESTIMATE FOR CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO. 1329 DATE 07/12/13 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH BATH-2 10'-6"X T-4" ITEM QUANTITY FACTOR BTU/HOUR NOTES 95 100 105 WINDOWS(prime exposure only) S.C. South or East 0.7 6 SF 45 50 55 189 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) 0 SF 25 30 40 0 WALLS(exposed to sun) - Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated 5 LF 40 50 60 200 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) LF 35 45 55 0 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated SF 3 4 4 0 non insulated SF 10 13 15 0 No attic,flat roof,insulated 55 SF 3 4 4 165 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 1 EA 230 1 230 LIGHTS&ELECTRICAL EQUIPMENT 60 WATTS 3.4 204 OPENINGS TO UNCONDITIONED SPACE LF 300 0 VENTILATION People x 205 or,air 20 14 280 changes/hr/60 CFM TOTAL SENSIBLE LOAD 1268 VENTILATION People x or,air changes/hr/60 20 CFM 35 700 PEOPLE 1 EA 150 150 OTHER LATENT LOAD TOTAL LATENT LOAD 850 TOTAL COOLING LOAD 2118 VENTILATION INFILTRATION SUPPLY AIR QUANTITY' Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 70.54357 USE 50 CFM prepared by:LH SHEET OF_ GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE ' PROJECT ASSAD RESIDENCE ESTIMATE FOR CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO, 1329 DATE 7/12/2013 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH DINING 16'X 13'-6" ITEM QUANTITY FACTOR BTU/HOUR NOTES 95 100 105 WINDOWS(prime exposure only) s.c. South or East 0.7 0 SF 45 50 55 0 Southwest 0.7 0 SF 80 85 90 0 West 0.7 24 SF 100 105 110 1680 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) 24 SF 25 30 40 600 WALLS(exposed to sun) Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated 16 LF 40 50 60 640 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) 13 LF 35 45 55 455 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 / Unconditioned space above SF Attic above insulated 222 SF 3 4 4 666 non insulated SF 10 13 15 0 No attic,flat roof,insulated SF 3 4 4 0 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 4 EA 230 920 LIGHTS&ELECTRICAL EQUIPMENT 200 WATTS 3.4 680 OPENINGS TO UNCONDITIONED SPACELF 300 0 VENTILATION People x 15 or,air 60 14 840 changes/hr/60 CFM TOTAL SENSIBLE LOAD 6481 VENTILATION People x or,air 35 2100 changes/hr/60 60 CFM PEOPLE 4 EA 150 600 OTHER LATENT LOAD TOTAL LATENT LOAD 2700 TOTAL COOLING LOAD 9181 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 305.7887 CFM prepared by:LH SHEET OF_ GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT , ESTIMATE FOR ASSAD RESIDENCE CONDITIONS DB WEI kRH DP GR/LB OUTSIDE JOB NO. ROOM 1329 DATE 7/12/2013 DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH FORMAL GREAT ROOM 14'-8"X 25'-4" ITEM QUANTITY FACTOR BTU/HOUR NOTES _ 95 100 105 WINDOWS(prime exposure only) S.C. South or East 0.7 0 SF 45 50 55 0 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) 45 SF 25 30 40 1125 WALLS(exposed to sun) Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated LF 40 50 60 0 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) 16 LF 35 45 55 560 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated 368 SF 3 4 4 1104 non insulated SF 10 13 15 0 No attic,flat roof,insulated SF 3 4 4 0 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 4 EA 230 920 LIGHTS&ELECTRICAL EQUIPMENT 300 WATTS 3.4 1020 OPENINGS TO UNCONDITIONED SPACE LF 300 0 VENTILATION People x 15 or,air 60 14 840 changes/hr/60 CFM TOTAL SENSIBLE LOAD 5569 VENTILATION People x or,air 35 2100 changes/hr/60 60 CFM PEOPLE 4 EA 150 600 OTHER LATENT LOAD TOTAL LATENT LOAD 2700 TOTAL COOLING LOAD 8269 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 275.413 CFM prepared by:LH SHEET OF GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ASSAD RESIDENCE ESTIMATE FOR CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO. 1329 DATE 7/12/2013 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH FORMAL GREAT ROOM 20'x 8'-10" ITEM QUANTITY FACTOR BTU/HOUR NOTES 95 100 105 WINDOWS(prime exposure only) S.C. South or East 0.7 0 SF 45 50 55 0 Southwest 0.7 0 SF so 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) 0 SF 25 30 40 0 WALLS(exposed to sun) - Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated LF 40 50 60 0 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) LF 35 45 55 0 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated 176 SF 3 4 4 528 non insulated SF 10 13 15 0 No attic,flat roof,insulated SF 3 4 4 0 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 2 EA 230 460 LIGHTS&ELECTRICAL EQUIPMENT 180 WATTS 3.4 612 OPENINGS TO UNCONDITIONED SPACE LF 300 0 VENTILATION People x 15 or,air 30 14 420 changes/hr/60 CFM TOTAL SENSIBLE LOAD 2020 VENTILATION People x or,air 35 1050 changes/hr/60 30 CFM PEOPLE 2 EA 150 300 OTHER LATENT LOAD TOTAL LATENT LOAD 1350 TOTAL COOLING LOAD 3370 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 112.2435 1CFM prepared by:LH SHEET OF_ GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE- ' PROJECT ASSAD RESIDENCE ESTIMATE FOR CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO. 1329 DATE 7/12/2013 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH FORMAL GREAT ROOM 178"x 25'-8" ITEM QUANTITY FACTOR BTU/HOUR NOTES 95 100 105 WINDOWS(prime exposure only) S.C. South or East 0.7 146 SF 45 50 55 4599 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) 0 SF 25 30 40 0 WALLS(exposed to sun) Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated 4 LF 40 50 60 160 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) LF 35 45 55 0 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated SF 3 4 4 0 non insulated SF 10 13 15 0 No attic,flat roof,insulated 452 SF 3 4 4 1356 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 4 EA 230 920 LIGHTS&ELECTRICAL EQUIPMENT 400 WATTS 3.4 1360 OPENINGS TO UNCONDITIONED SPACE LF 1 300 0 VENTILATION People x 15 or,air 60 14 840 changes/hr/60 CFM TOTAL SENSIBLE LOAD 9235 VENTILATION People x or,air 35 2100 changes/hr/60 60 CFM PEOPLE 4 EA 150 600 OTHER LATENT LOAD TOTAL LATENT LOAD 2700 TOTAL COOLING LOAD 11935 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 397.5153 CFM prepared by:LH SHEET OF GERALD F.DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ASAAD RESIDENCE JOB NO. 1329 DATE 7/12/2013 SUMMARY: TOTAL SENSIBLE LOAD: 38,448.85 BTU/HOUR PLUS 15% 44,216.1$-BTU/HOUR TOTAL LATENT LOAD: 14,525.00 BTU/HOUR TOTAL COOLING LOAD: 52,973.85 BTU/HOUR EQUAL= 4.41 TONS TOTAL CFM: 1,764.38 CFM TOTAL CFM+20%: 2,117.26 CFM NEW A/C UNITS CONDENSING UNIT: TONS: AHU: DIMENSIONS: TOTAL CFM: BY CALCS. 8.50% PROPOSED FOYER 36.92 40 40 MR.BEDROOM 201.58 219 200 MR,BATH 87.26 95 100 Bedroom 117.71 128 120 Bedroom 3 112.35 122 120 BATH-2 70.541 77 0 70 DINING 305.79 332 300 FORMAL GREAT RO( 275.41 299 280 Mr.Closet 47.06 51 50 Anteroom 112.24 122 120 Family room 397.52 431 400 TOTAL 1764.38 1914 1800 I • GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ESTIMATE FOR ASSAD RESIDENCE CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO. 1329 DATE 07/12/2013 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH 133 S.F. ITEM QUANTITY FACTOR BTU/HOUR NOTES 95 100 105 WINDOWS(prime exposure only) S.C. South or East 0.7 23.8 SF 45 50 55 749.7 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) SF 25 30 40 0 WALLS(exposed to sun) - Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated 21 LF 40 50 60 840 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) LF 35 45 55 0 PARTITIONS(adjacent to uncond.space) 11 LF 30 40 50 330 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated 133 SF 3 4 4 399 non insulated SF 10 13 15 0 No attic,flat roof,insulated SF 3 4 4 0 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 1 EA 230 230 LIGHTS&ELECTRICAL EQUIPMENT 130 WATTS 3.4 442 OPENINGS TO UNCONDITIONED SPACE LF 300 0 VENTILATION People x 15 or,air 15 14 210 changes/hr/60 CFM TOTAL SENSIBLE LOAD 3200.7 VENTILATION People x or,air 35 525 changes/hr/60 15 CFM EOPLE 1 EA 150 150 OTHER LATENT LOAD TOTAL LATENT LOAD 675 TOTAL COOLING LOAD 3875.7 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. - Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 129.0867 CFM prepared by:LH SHEET OF GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ESTIMATE FOR ASSAD RESIDENCE CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO. 1329 DATE 7/12/13 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH BATH3 37 S.F. ITEM QUANTITY FACTOR BTU/HOUR NOTES 95 100 105 WINDOWS(prime exposure only) S.C. South or East 0.7 0 SF 45 50 55 0 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) 0 SF 25 30 40 0 WALLS(exposed to sun) - Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 D Heavy constriction insulated LF 40 50 60 0 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) LF 35 45 55 D PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated 37 SF 3 4 4 111 non insulated SF 10 13 15 0 No attic,flat roof,insulated SF 3 4 4 0 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 1 EA 230 230 LIGHTS&ELECTRICAL EQUIPMENT 60 WATTS 3.4 204 OPENINGS TO UNCONDITIONED SPACE LF 300 1 0 VENTILATION People x 20 or,air 20 t4 280 changes/hr/60 CFM TOTAL SENSIBLE LOAD 825 VENTILATION People x 20 or,air 35 700 changes/hr/60 20 CFM PEOPLE 1 EA 150 150 OTHER LATENT LOAD TOTAL LATENT LOAD 850 TOTAL COOLING LOAD 1675 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 55.7887 CFM prepared by:LH SHEET OF I I I I I I I I GERALD F. DEMARCO,ARCHITECT AIR CONDITIONJNG LOAD ESTIMATE PROJECT ASSAD RESIDENCE ESTIMATE FOR CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO. 1329 DATE 7/12/13 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH KITCHEN 150 S.F. ITEM QUANTITY FACTOR BTU/HOUR NOTES 85 100 105 WINDOWS(prime exposure only) S.C. South or East 0.7 0 SF 45 50 55 0 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 30 SF 60 65 70 1800 WINDOWS(not included above) 0 SF 25 30 40 0 WALLS(exposed to sun) Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated 5.5 LF 40 50 60 220 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) LF 35 45 55 0 PARTITIONS(adjacent to uncond.space) LF 30 40 50 0 CEILINGS OR ROOFS 3 5 I 7 0 Unconditioned space above SF Attic above insulated SF 3 4 4 D non insulated SF 10 13 15 0 No attic,flat roof,insulated 150 SF 3 4 4 450 No attic,flat roof,non insulated SF 8 9 10 D FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE 2 EA 230 460 LIGHTS&ELECTRICAL EQUIPMENT 600 WATTS 3.4 2040 OPENINGS TO UNCONDITIONED SPACE LF 300 1 0 VENTILATION People x 25 or,air 50 14 700 changes/hr/60 CFM TOTAL SENSIBLE LOAD 5670 VENTILATION People x or,air 35 1750 changes/hr/60 50 CFM PEOPLE 2 EA 150 300 OTHER LATENT LOAD TOTAL LATENT LOAD 2050 TOTAL COOLING LOAD 7720 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 257.1276 CFM (prepared by:LH SHEET OF _ r GERALD F. DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ASSAD RESIDENCE ESTIMATE FOR CONDITIONS DB WB %RH DP GR/LB OUTSIDE JOB NO. 1329 DATE 7/12/13 ROOM DIFFERENCE ROOM DIMENSIONS SELECTED ROOM CONDITIONS DB WB %RH KITCHEN 90 S.F. ITEM QUANTITY 95 FACTOR 105 BTU/HOUR NOTES WINDOWS(prime exposure only) S.C. South or East 0.7 0 SF 45 50 55 0 Southwest 0.7 0 SF 80 85 90 0 West 0.7 0 SF 100 105 110 0 Northwest or Southeast 0.7 SF 60 65 70 0 WINDOWS(not included above) 0 SF 25 30 40 0 WALLS(exposed to sun) Light construction insulated LF 35 40 45 0 non insulated LF 70 80 90 0 Heavy construction insulated LF 40 50 60 0 non insulated LF 50 60 70 0 EXTERIOR WALLS(other than above) 2.6 LF 35 45 55 91 PARTITIONS(adjacent to uncond.space) 2.9 LF 30 40 50 87 CEILINGS OR ROOFS 3 5 7 0 Unconditioned space above SF Attic above insulated SF 3 4 4 0 non insulated SF 10 13 15 0 No attic,flat roof,insulated 90 SF 3 4 4 270 No attic,flat roof,non insulated SF 8 9 10 0 FLOORS (above uncondittioned space, 3 5 7 0 do not figure ground floor slab) SF PEOPLE EA 230 0 LIGHTS 8 ELECTRICAL EQUIPMENT 60 WATTS 3.4 204 OPENINGS TO UNCONDITIONED SPACE LF 300 0 VENTILATION People x 25 or,air 0 14 0 changes/hr/60 CFM TOTAL SENSIBLE LOAD 652 VENTILATION People x or,air Ghanges/hr/60 CFM 35 0 PEOPLE EA 150 0 OTHER LATENT LOAD TOTAL LATENT LOAD 0 TOTAL COOLING LOAD 652 VENTILATION INFILTRATION SUPPLY AIR QUANTITY Smokers x CFM/per. = Air changes/hour x volume of space/60 1.08 x 27.8 Non-smokers x CFM/per.= Exhaust fan(CFM) Crack(Feet of crack x CFM/ft. Total ventilation(CFM) Total Infiltration(CFM) 21.71596 CFM (prepared by:LH SHEET OF GERALD F.DEMARCO,ARCHITECT AIR CONDITIONING LOAD ESTIMATE PROJECT ASSAD RESIDENCE JOB NO. 1329 ATE D 7/12/13 SUMMARY: TOTAL SENSIBLE LOAD: 10,347.70 BTU/HOUR PLUS 15% 11,899.86 BTU/HOUR TOTAL LATENT LOAD: 3,575.00 BTU/HOUR TOTAL COOLING LOAD: 13,922.70 BTU/HOUR EQUAL= 1.16 TONS TOTAL CFM: 463.72 CFM TOTAL CFM+20%: 556.46 CFM NEW A/C UNITS CONDENSING UNIT: TONS: AHU: DIMENSIONS: TOTAL CFM: BY CALCS. 8.50% PROPOSED BEDROOM4 129.09 140.06 140 BATH3 55.79 60.53 60 KITCHEN 257.13 278.98 280 Hallway 21.72 23.56 40 TOTAL 463.72 503.14 520 I GERALD F. DE MARCO, ARCHITECT HEAT LOSS CALCULATIONS PROJECT: ASAAD RES. MADE BY: LH DATE: 7/23/2013 JOB No. 1329 ZONE-1 DESIGN DATA INSIDE TEMP. 72 OUTDOOR TEMP. 45 DIFF: 27 WATER IN: WATER OUT: WATER AG.: STEAM PRESURE: ROOM NAME No. ITEM QUANTITY "U" COMBINED FACTOR GR.WL. 1388.00 SF GLASS 200.00 SF 1.10 220.00 NET WL. 1188.00 SF 0.20 237.60 NET WL. SF CLG ROOF 1594.00 SF 0.06 95.64 TD BTU-HR. SUBTOTAL: 553.24 27 14937.48 FLOOR PARTITION CEILING CRACK AIR CHANGES 13549.00 CF 0.018 0.35 271 2304.68 TOTAL: 17242.16 REMARKS TOTAL BTU-HR/3413 = KW GLASS V VALUE SINGLE 1.1 17,242.16 /3413 = 5.05 DOUBLE 0.55 U= 1/R IUSE5KWHEAT A.P fY" AJp GERALD F. DE MARCO, ARCHITECT HEAT LOSS CALCULATIONS PROJECT: ASAAD RES. MADE BY: LH DATE: 7/23/2013 JOB No. 1329 ZONE-2 DESIGN QATA_ INSIDE TEMP. 72 OUTDOOR TEMP. 45 DIFF: 27 WATER IN: WATER OUT: WATER AG.: STEAM PRESURE: ROOM NAME No. ITEM QUANTITY "U" COMBINED FACTOR GR.WL. 855.00 SF GLASS 200.00 SF 1.10 220.00 NET WL. 655.00 SF 0.20 131.00 NET WL. SF CLG ROOF 1143.00 SF 0.06 68.58 TD BTU-HR. SUBTOTAL: 419.58 27 11328.66 FLOOR PARTITION CEILING CRACK AIR CHANGES 10287.00 CF 0.018 0.35 27 1749.82 TOTAL: 13078.48 REMARKS TOTAL BTU-HR/3413= KW GLASS V VALUE SINGLE 1.1 13,078.48 /3413= 3.83 DOUBLE 0.55 U= 1/R IUSE4KWHEAT r - SKETCH 0 F BOUNDARY SURVEY FOR: REDA ASAAD AND NADIA ABOURIZK ASAAD w JOB N0: 1301-029 FIELD DATE: 01-24-2013 SCALE: 1"40" PROP.ADD: 576 N.E.97th STREET,MIAMI SHORES,FL 33138 REVISED: 3-08-2013 N. E.Gt 97th STREET 9�2 75.00'Total RNV73.00' CERTIFIED: 19'Asphalt \ �� REDA ASAAD AND NADIA ABOURIZK ASAAD. GUARANTY TRUST&TITLE,INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY. 0 r` Cl) 22'Parkway Asphalt 0 tF8n9' ore N LEGAL DESCRIPTION; 9.00' p`l R=25.00' 1,2&3 AMENDSECTIONDPLAF MIAMI FND.I.P.1/2" 5'Conc.Walk FND.LP.112" L=39.12' FNI,D/H LOT: BLOCK: 99 SUBDIVISION: S (NO ID) 150.00' NO ID) _ O� 8990 18.00' 46.00' 24 85 S) PLAT BOOK: 15 PAGE: 14 OF: MIAMI-DADE COUNTY,FLORIDA. I c,flcrete 0, Concrete I I SURVEYOR'S NOTES: Driveway a� a� i 3'Concrete C141.)THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY CLIENT. I 8 I 2.)UNLESS A COMPARISON IS SHOWN,ALL BEARING,ANGLES AND DISTANCES SHOWN CBS Planter 1 ARE THE SAME AS PLAT VALUES. I \�' I 3.)THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER y Planter 6.60' r11 20' 7.00' )FND..P 1/2" RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT AND THE SAME,IF ANY MAY 18 20, (NO IC) NOT BE SHOWN ON THE SKSTCH. L 4.)UNDERGRAUND PORTIONS OF FOOTINGS,FUNDATIONS OR OTHER IMPROVEMENT 23.6 ' CD din 25' WERE NOT LOCATED. 12.50' I $•00' 16 9 o ` 5.)FENCES TIES ARE TO THE'-,ENTER LINE OF THE SAME. ` 6.)WALL TIES TO THE FACE O�THE SAME. Co g, 0a 1.70' N Gat 7.)ELEVATION WHEN SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (1929)UNLESS OTHERWISE NOTED. f' 8.)THERE NO ABOVE GROUNL ENCROACHMENTS OTHER THAN THOSE SHOWN. N Concrete ` I Gas �Y ONE ST I 3 0 Meter ' SIDENC T IN 18.16' Q L 10. L=S, ~ � (FLOOD ZONE INFORMATION) o F.F. o ZONE: X COMM:120E�PANEL- 12086CO306 SUFFIX: L DATE: 9-11-2009 BASE: N/A 27.00' 3 0 \ ( 2.20 0 0 NOTE:DETERMINATION CF FLOOD ZONE LINES WERE BASED ON SCALING OF FEMA MAP LISTED ABOVE. Lot 4 0 I NOTE:ALL BEARING HEREON ARE BASED TO THE PLAT BEARING OF N/A Block 99 0 19.20' `, 34.00' '� CBS Planter o ON THE CENTER LINE OF NSA PROPERTY LINE. �.' 8.69' I 9.96; ` c E' o�1.00' 26.59 M F.F. ( F.F. o o A/C .- U EASEMENT VIOLATIONS: ❑YES IN NO N `- .o COI Cp 0 y- • APPARENT VISIBLE ENCFIOACHMENTS: 13 YES ®NO C0 cc \- =3 LO COMENTS: CD _. U Cf. ABBREVIATIONS: 36.45' I M. I SWK=Sidewalk,CBS=Con;rete Block Structure,CLF=Chain Link Fence, Framed o 6'9 C PL=Property Line,DUE=Drainage Utility Easement,IP=Iron Pipe, Shed x A/C=Air Conditioner Pad,P.C=Property Comer,D/H=Drilled Hole, Lot 3 10.0 ' I Conc. Lot 2 I Lot 1 W/F=Wood Fence,RES=Residence,CL=Clear,IR=Iron Rebar,UE=Utilty Block 99 Block 99 Block 99 Easement,CONC=Conc.Siab,RNV=Right of Way,DE=Drainage Easement, C/L=Center Line,0=Diameter,TYP=Typical,M=Measured,R=Recorded, ENCR=Encroachment,COMP=Computer,ASPH=Asphalt,N/D=Nail&Disc., x Concrete S=Set,FFE=Finish Floor E.evation,0/S=Offset,P/P=Power Pole, I OHP=Overhead Powedine,WM=Water Meter,WPP=Wood Power Pole, LL E.M.=Electric Meter,M.F=M3tal Fence,P.F.=Plastic Fence,D.M.E.=Drainage Maintenence Easement,C.(\I.E.=Canal Maintenence Easement,L.M.E.=Lake O� Maintenence Easement,M.E..=Maintenence Easement,B.C.=Block Comer, '15V i x BA L 1 HEREBY CERTIFY: That the attached"BOUNDARY SURVEY'of the lands shown hereon is true and correct to the hest of and knowledge and belle/as recently surveyed lirad drawn under my ec supervision and ed by direction.This survey cornpilBoard.' s with the onaSurapplicable Minimum Technical O 6.00' I 6.00' D ; M E N S I O N S INC. Standards adopted pt the-17,FloridaFloridaState Board lir Professional Surveyors Cha Mappers as contained In Chapter SJ-17,FlAdminlsVa;ive Code,pursuant to Chapter 890 472.027,Florida Statutes. FND.LP.112" °�� o I Gate x 11.00' X900' PIn >>2 (NO ID) 42.50' tri In Conc. 12.60' B.B.Q. I 58.20' Land Surveying Services W.P.P. P.PE E E E E f3zw€ E E E r ETT: 3'.00, OFFICE: DAVID L. FUTCH W.P. o o c11 f 1 14770 SW 43rd WAY, REGISTERED LAND SURVEYOR#4843 Ll0'Asphalt 1 5' ALLEY U? MIAMI,FL 33185. STATE 0 874ORIDA PHONE: (305)512-4225 FAX: 305 512-1914 Note:Not Valid Unless SHEET 1 OF 1 ( ) Signed and Sealed. JOB GERALD F. DE MARCO, ARCHITECT .... SHEET NO. OF 7241 SW 168th Street, Suite E MIAMI, FLORIDA 33157 CALCULATED BY DATE 3 (305) 255-2999 CHECKED BY DATE ! SCALE ................ - •}.m13 .. tJwl4:0 .ll/ ..." .. «► � PYII: �'/�,•.. .N3� �L � ci` ...... ._....._ .... .. .. ............. ... . liv �vvwA,ti.. G'v rn .. .. ... ( .......... � 1 �, � .�, P �C ( � I . . . . .... ... . ... r ... �o . . I ;enc, ii NC �''t �u`J ' _ ..... .... . _ 1 �� INSTALL SOLID BLOCKING CBETWEEN EXISTING ROOF JCiSTS. EXIST. 2 X 12 Q16, 0.C. ........ .... .......... ... ........ � r " r,►►�� _ , ............... .............. �w�U- — o —1 X 2 FURRING .. .......... '—CONTINUES STEEL PLATE 01 Al SEE DETAIL \ PRODUCT 204-1(Single Sheets)205-1(Padded) GERALD 'F. DE MARCO,'ARCHITECT JOB 7241 SW 168th Street, Suite E SIEET NO. OF MIAMI, FLORIDA 33157 CALCULATED BY DATE (305) 255-2999 CHECKED BY DATE R.. U5P • V CONNECTORS - mrrw/� MP6F MP4F F1 V ° Embossed plate line I F2 guides placement MP4F F3 5heathing ® f 3 Typical MPA1 ° joist/header installation Typical MP Finstallation Fastener Schedule'' Allowable Loads(Lbs.)14 LISP Steel Installation Header or Stud Joist or Plate Direction DF-L/SP S-P-F Code Stock No. Ref.No. Gauge Type" City Type Qty Type of Load' 100% 115%1 125%1 160% 100%1 1159h 1 125% 160% Ref. 6 8d x 1-12 6 Bd x 1-1/2 F1 570 655 680 1 680 490 1 565 1 570 570 Figure 1 6 Bd x 1-112 6 8d x 1-12 F2 570 655 795 490 565 615 670 6 Bd x 1-1/2 6 Bd x 1-12 F3 2B0 320 350 445 180 205 225 290 6 Bd x 1-12 3 8d x 1-1/2 Al 285 330 355 415 245 285 310 350 MPA1 A35 18 Figure 2 6 8d x 1-12 3 8d x 1-1/2 B1 285 330 350 350 245 285 295 295 6 8d x 1-12 3 8d x 1-1/2 C1 285 330 355 355 245 285 300 300 6 8d x 1.1/2 6 8d x 1-1/2 A2 505 505 505 505 425 425 425 425 Figure 3 6 8d x 1-12 6 Bd x 1-12 82 280 280 280 280 235 235 235 235 6 8d x 1-1/2 6 Bd x 1-1/2 C2 375 375 375 375 315 315 315 315 6 N8-GC 6 N8-GC F1 570 655 680 680 490 565 570 570 5' Figure 1 6 N8-GC 5 N8-GC F2 570 655 715 795 490 565 615 670 F5, 6 N8-GC 6 NO-GC F3 280 320 350 445 180 205 225 290 F30, 6 N8-GC 3 N8-GC Al 285 330 355 415 245 285 310 350 D7 MPA1-GC -- 18 Figure 2 6 NB-GC 3 N8-GC B1 285 330 350 350 245 285 295 295 6 NB-GC 3 N8-GC C1 285 330 355 355 245 285 300 300 6 N8-GC 6 NB-GC A2 505 505 505 505 425 425 425 425 Figure 3 6 N8-GC 6 N8-GC B2 280 280 280 280 235 235 235 235 6 N8-GC 6 N8-GC C2 375 375 375 375 315 315 315 315 4 8d x 1-1/2 4 8d x 1-1/2 F1 380 435 475 525 330 375 410 450 MP34 A34 18 Figure 6 4 Bd x 1.1/2 4 8d x 1-12 F2 380 435 475 610 330 375 410 525 4 Bd x 1.12 4 8d x 1.12 F3 185 215 230 295 120 140 150 190 Type 1 6 ed x 1-12 6 Bd x 1-12 V 555 650 705 845 485 560 610 710 6 Bd x 1-12 6 Bd x 1-12 H 565 650 705 845 485 560 610 710 Type 2 6 ed x 1-1/2 6 8d x 1-12 V 565 650 705 845 485 560 610 710 MP4F LTP4 20 6 Bd x 1-1/2 6 8d x 1-1/2 H 565 650 660 660 485 555 555 555 Type 1 6 8d 6 Bd V 565 650 705 845 485 560 610 710 6 8d 6 8d H 565 850 705 845 485 560 610 710 Type 2 6 8d 6 8d V 565 650 705 845 485 560 610 710 6 6 Bd 8 Bd H 565 650 660 660 485 555 555 555 F6, 6 Bd x 1.12 6 8d x 1-12 V 565 605 605 605 485 510 510 510 Type 1 15. 6 Bd x 1.112 6 Bd x 1.12 H 565 605 1 605 1 605 485 1 510 1 510 510 R13 Type 2 6 8d x 1-12 6 8d x 1-12 V 565 605 1 605 1 605 485 510 510 510 MP6F LTP5 20 6 Bd x 1-12 6 Bd x 1-12 H 565 605 605 605 485 510 510 510 8 8d 6 8d V 565 605 605L605 485 510 510 510 Type 1 8 Bd 6 8d H 565 605 605 485 510 510 510 Type 2 6 8d 6 Bd V 565 605 605 485 510 510 510 6 Bd 6 Bd H 565 605 805 485 510 51D 510 1)Allowable loads have been increased 60%for wind or seismic loads;no further increase shall be permitted. 2)Refer to drawings for installation type and definition of the various load directions. 3)Bd x 1-12 and NB-GC nails are 11 gauge(0.131-diameter)by 1-12'long. 4)If installing MP4F or MP6F over plywood,use Bd common nails for 100%of table load. 5)Loads are shown per angle.When using a single anchor,joist must be constrained from rotation. 6)Minimum nal embedment shall be 1-5116-for 8d nails. JOB 1 r/'I'q n 74 A GERALD F. DE MARCQi ARCHITECT 7241 SW 168th Street, Suite E ♦SHEET NO. OF C MIAMI, FLORIDA 33157 CALCULATED BYE DATE (305) 255-2999 CHECKED BY DATE SCALE ��j/��//� .._ .. .. _...-.. .... .... .. ... Puw .... ......... un c3 a � U .... ............. .. �2sv r5 .... } 1 .. �;, lIs 51r�i ..... . r � � . . ..... . ............ . ... ._. . ; . -.__ . c�w - E 4 c U.S3 /w ... .... r � .. ... _. - .. f r-- . ._ ......... Vie✓ .� Lu . ._ .... . t_c�f ...� . � C . ��" :A...._ f 'Z` `��... ... a ....... ... 3 %2" 0 STEEL COLUMN .... 1 r�' ..... ... .. ... 8„ X 8" X VV STEEL PLATE W/¢— 0 BOLTS INTO SLAB - C ld" BOTTOM PLATE DETAIL: SCALE: 1-1/2" = 1'—O" .JOB GERALD F. DE MARCS, ARCHITECT 7241 SW 168 STREET-SUITE E TN SHEET NO. OF MIAMI,FLORIDA 33157 CALCULATED BY DATE (305) 255-2999 CHECKED BY DATE 'Ie ^'� .. a Mechanical Anchoring Systems 4.3.5 Kwik Bolt 3 Expansion Anchor Table 6-Carbon Steel Kwik Bolt 3 Allowable Loads in Normal-Weight Concrete' Anchor Embedment f l�=2000 psi(13.8 MPa) f'c=3000 psi(20.7 MPa) f'c=4000 psi(27.6 MPa) f l�=6000 psi(41.4 MPs) Diameter Depth Tension Shear' Tension Shear' Tension Shear' Tension Shear' in. (mm) in. (mm) Ib (M) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (W) Ib (kN) Ib (kN) 1-1/8 (29) 300 365 430 550 (1.3) (1.6) (1.9) (2.4) 1/4 2 (51) 635 530 715 530 800 530 530 (6.4) (2.8) (2.4) (3.2) (2.4) (3.6) (2.4) 845 (2.4) 3 (76) 755 795 840 (3.8) (3.4) (3.5) (3.7) 1-5/8 (41) 730 1135 910 1275 1095 1420 1090 (3.2) (5.0) (4.0) (5.7) (4.9) (6.3) (4.8) 3/8 2-1/2 (64) 1260 1555 1850 2060 1460' (9.5) (5.6) 1460' (6.9) 1460' (8.2) 1460' (9.2) (6.5) 3-1/2 (89) 1580 (6.5) 1770 (6.5) 1965 (6.5) 2150 (7.0) (7.9) (8.7) (9.6) 2-1/4 (57) 1235 1865 1430 2300 1620 27354 1975 (5.5) (8.3) (6.4) (10.2) (7.2) (12.2) (8.8) 1/2 3-1/2 (89) 1930 2185 2440 3240 30205 (12.7) (8.6) 30205 (9.7) 30205 (10.9) 30205 (14.4) (13.4) 4-3/4 (121) 2135 (13.4) 2355 (13.4) 2575 (13.4) 3620 (9.5) (10.5) (11.5) (16.1) 2-3/4 (70) 1920 2750 2065 3410 2210 4070' 2830 (8.5) (12.2) (9.2) (15.2) (9.8) (18.1) (12.6) 5/8 4 (102) 2660 3020 3385 4770 48855 (11.8) 4885' (13.4) 48855 (15.1) 48855 (21.2) (21.7) 5-1/2 (140) 3285 (21.7) 3695 (21.7) 4100 (21.7) 5325 (14.6) (16.4) (18.2) (23.7) 3-1/4 (83) 2120 4090 2425 4900 2730 57105 3785 57105 (9.4) (18.2) (10.8) (21.8) (12.1) (25.4) (16.8) (25.4) 3/4 4-3/4 (121) 5285 6155 (19.1) 14.4 5340 18.9 5340 (23.5) 7325' (27.4) 7325' 6-1/2 (165) 4535 (23.8) 5860 (23.8) 7185 (32.6) 7005 (32.6) (20.2) (26.1) (32) (31.2) 4-1/2 (114) 3330 7070 4050 7600 4670 8140 5070 (14.8) (31.4) (18.0) (33.8) (20.8) (36.2) (22.6) 1 6 (152) 4930 6000 7070 8400 9200 (25.4) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) 9 (229) 6670 (40.9) 7670 (40.9) 8670 (40.9) 10670 (29.7) (34.1) (38.6) (47.5) 1 Intermediate load values for other concrete strengths and embedments can be SHEARTHROUGH THE BOLT BODY SHEAR THROUGH THETHREADS calculated by linear interpolation. 2 Unless otherwise noted,values shown are valid for the shear plane acting through either the anchor body or the anchor threads. �V r �V 3 Values shown are for a shear plane through the anchor body.When the shear plane is acting through the threads,reduce the shear value by 10%. 4 Values shown are for a shear plane through the anchor body.When the shear plane is acting through the threads,reduce the shear value by 12%. 5 Values shown are for a shear plane through the anchor body.When the shear plane is acting through the threads,reduce the shear value by 20%. 6 Values shown are for a shear plane through the anchor body.When the shear plane is acting through the threads,reduce the shear value by 7%. 7 Values shown are for a shear plane through the anchor body.When the shear plane is acting through the threads,reduce the shear value by 25%. 8 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the threads,reduce the shear value by 15%. ,36 Hilt,Inc.(US)1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti(Canada)Corp.1-800-363-4458 1 www.hilti.ca I Product Technical Guide 2008 1 GERALD F. DE MARCO, ARC ITECT JOB A 7241 SW 168TH STREET—S,UIT E 1 SHEET NO. �u OF MIAMI,FLORIDA 33157 CALCULATED BY DATE y CHECKED BY DATE b 0 N •1 O Oi b Y b r ©b� p O � b fi O �AVlll 1IVM O V E R m z � ASC — b , O VVV O W III R� a II O �b III III b III III 00 9 �b�T+•I D b O b b O ® O o ® § •i Si T o $S A h fi A om C ® b o 31/ o n AP\� O JOB 11 1A A S-A 6�--7' GERALD F. DE MARCO, ARCHITECT OF- 7241 SW 168th Street, Suite E SHEET NO. 14, MIAMI, FLORIDA 33157 CALCULATED BY- DATE (305) 255-2999 CHECKED BY DATE SCALE ................. .......... ............. ............... .................. ................ ........... ............. ......... .............. .......... ............ ...................................... ........... ............ ................ .......... ............ ............................ ............-...................- ....... .. Kj L) /I! ........................... ................................................... ............ ............ ............ .. ........... ................ .......... 0 . L) ..........-................ ............. ,j lo Y�— ........... .......... ............... .................................... ........... ............. 11 q-1-1 A A. ....... ... vcj .......................- A tA)m tl ............................ ........... . .... ..... ........................................... ................. ... .......... ............. .......... ................... ................ ... .................... ... ...... .......... ........ 6 t .... ....... .................................... 0 ............................ ............. ci)+ .............. 0 P� 9 ....... (6 tAl v siva ..................... 'Z ....... 60VA ku V- V8 .............. .......... ..................... </ ct I .......... ...... ....... 1 I 1 v n V � � v D � � EXISTING 2 X 12" E: v JOISTS @ 16"O.C. -n° _m70 � n T1:n1 -/�V/ �NPh r n�. 13t'/p1 V11 n m 0 Lu — -- vn > .- —_. J 40 rnTl—1 = NEW PARTITION 'li I w [STEEL PLAT NEW 3 Y 0 STEEL COLUMN BOTH SIDE I 9 , Coil 13%avlto (_0 c.,,, EXISTING TRUSSES ,f1� I"i U0 v- (J o s o ',A@ 24"O.C. f m ROOF SUPPORT DETAIL (PLAN VIEW): rII'L to do A ) 0 v1 0,SCALE: ��;t = 1'-O" VIA r 1� � M E N U 6 2 6 L:n YV1 o O m m V JOB 13" ` /J h•J GERALD F. DE MARC4', ARCHITECT 7241 SW 168th Street, Suite E SHEE7NO. of MIAMI; FLORIDA 33157 CALCULATED 6Y DATE I , Z�r (305) 255-2999 CHECKED BY DATE structural shapes/dimensions, areas, weights Y r � 1 TABLE 13.9 Aluminum Association Standard Channels- Dimensions, Areas, Weights and Section Properties° ' A RI yY Size Flange Web Fillet Section Properties(l) P AreaO Weight© Thick- Thick- Radius Axis X-X Axis Y-Y Depth Width ness ness A Bt, t R I S r I S r x In. in. in.' Ib/ft in. in. In. In.4 ins in. in.4 in.' 2.00 1.00 0.491 0.557 0.13 0.13 0.10 0.288 0.288 0.766 0.045 0.064 0.303 0.298 2.00 1.25 0.911 1.071 0.26 0.17 0.15 0.546 0.546 0.774 0.139 0.178 0.391 0.471 3.00 1.50 0.965 1.135 0.20 0.13 0.25 1.41 0.94 1.21 0.22 0.22 0.47 0.49 3.00 1.75 1.358 1.597 0.26 0.17 0.25 1.97 1.31 1.20 0.42 0.37 0.55 0.62 4.00 2.00 1.478 1.738 0.23 0.15 0.25 3.91 1.95 1.63 0.60 0.45 0.64 0.65 4.00 2.25 1.982 2.331 0.29 0.19 0.25 5.21 2.60 1.62 1.02 0.69 0.72 0.78 5.00 2.25 1.881 2.212 0.26 0.15 0.30 7.88 3.15 2.05 0.98 0.64 0.72 0.73 5.00 2.75 2.627 3.089 0.32 0.19 0.30 11.14 4.45 2.06 2.05 1.14 0.86 0.95 6.00 2.50 2.410 2.834 0.29 0.17 0.30 14.35 4.78 2.44 1.53 0.90 0.80 0.79 6.00 3.25 3.427 4.030 0.35 0.21 0.30 21.04 7.01 2.48 3.76 1.76 1.05 1.12 7.00 2.75 2.725 3.205 0.29 0.17 0.30 22.09 6.31 2.85 2.10 1.10 0.88 0.B4 7.00 3.50 4.009 4.715 0.38 0.21 0.30 33.79 9.65 2.90 5.13 2.23 1.13 1.20 8.00 3.00 3.526 4.147 0.35 0.19 0.30 37.40 9.35 3.26 3.25 2 57 0.96 0.93 8.00 3.75 4.923 5.789 0.41 0.25 0.35 52.69 13.17 3.27 7.13 2.82 1.20 1.22 9.00 3.25 4.237 4.983 0.35 0.23 0.35 54.41 12.09 3.58 4.40 1,89 1.02 0.93 9.00 4.00 5.927 6.970 0.44 0.29 0.35 78.31 17.40 3.63 9.61 3.49 1.27 1.25 10.00 3.50 5.218 6.136 0.41 0.25 0.35 83.22 16.64 3.99 6.33 2.56 1.10 1.02 10.00 4.25 7.109 8.360 0.50 0.31 0.40 116.15 23.23 4.04 13.02 4.47 1.35 1.34 12.00 4.00 7.036 8.274 0.47 0.29 0.40 159.76 26.63 4.77 11.03 3.86 1.25 1.14 12.00 5.00 10.053 11.822 0.62 0.35 0.45 239.69 39.95 4.88 25.74 7.60 1.60 1.61 TABLE 13.10 Aluminum Association Standard I-Beams- 17 -TDimensions, Areas, Weights and Section Properties° --T I i Sizn5O Flange Web Fillet Section Properties(D AreaO Weight(D Thick- Thick- Radius Axis X-X Axis Y-Y Depth ness ness R A t, t I S r I S r in. in.z Ib/ft in. in. in. in? in.' in. in.4 in? In. 3.00 1.392 1.637 0.20 0.13 0.25 2.24 1.49 1.27 0.52 0.42 0.61 3.00 1.726 2.030 0.26 0.15 0.25 2.71 1.81 125 0.68 0.54 0.63 __2 311___- _ 0.23_____0.15__.__ 0_25___,5,6�_.__-._2,81.__._.1.69 1._ 0.69 0.73 0.29 1 0.17 5.00 3.50 3.146 3.700 0.32 0.19 0.30 13.94 5.58 2.11 2.29 1.31 0.85 6.00 4.00 3.427 4.030 0.29 0.19 0.30 21.99 7.33 2.53 3.10 1.55 0.95 6.00 4.00 3.990 4.692 0.35 0.21 0.30 25.50 8.50 2.53 3.74 1.87 0.97 7.00 4.50 4.932 5.800 0.38 0.23 0.30 42.89 12.25 2.95 5.78 2.57 1.08 8.00 5.00 5.256 6.181 0.35 0.23 0.30 59.69 14.92 3.37 7.30 2.92 :1.20 8.00 5.00 5.972 7.023 0.41 0.25 0.30 67.78 16.94 3.37 8.55 3.42 9.00 5.50 7.110 8.361 0.44 0.27 0.30 102.02 22.67 3.79 12.22 4.44 10.00 6.00 7.352 8.646 0.41 0.25 0.40 132.09 26.42 4.24 14.78 4.93 1000 600 8747 10.286 0.50 0.29 0.40 155.79 31.16 4.22 18.03 6.01 12.00 7.00 9.925 11.672 0.47 0.29 0.40 255.57 42.60 5.07 26.90 7.69 1.65 12.00 7.00 12.153 14.292 0.62 0.31 0.40 317.33 52.89 5.11 35.48 10.14 1.71 O Areas listed are based on nominal dimensions. O I=moment of inertia;S=section modulus;r=radius of gyration. (D Weights per foot are based on nominal dimensions and a density of O Users are encouraged to ascertain current availability of particular struc- 0.09B pound per cubic Inch which is the density of alloy 6061. tural shapes through inquiries to their suppliers. GERALD F. DE MARGO, ARCHITECT SU� t, TH SHEET NO. OF 7241 SW 16S STREET—SUITE E MIAMI, FLORIDA 33157 CALCULATED BY DATE (305) 255-2999 CHECKED BY DATE �f pp Telescopic Support Braces aces p - Provide extra support for „ leveling and stabilizing floor. beams and joists during construction and.repairs. Telescopic style with remov- able pins lets you properly position the brace for better leveling. End pad includes screw and turning bar for height adjustment. Welded steel construction with red 'oxide finish. , 2 Sections Pio. 3GA'84 ' 3 Sections No. 3CA83 ' Min. Service Max. Service No. of Cap. @ Min. Cap. @ Max. Item Mei�ht(m) w„Heigpt(in,) Sections Height�Ib ) H i3O ,0P.) No. . . .......A8 .. 12 16 1 9738 9738 3C6. 19 36 2 9738 6863 3CA84 54 100 2 8438 5600-- 3CA85 3CA83 ,