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RC-12-1016 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252264 Permit Number: RC-6-12-1016 Scheduled Inspection Date: February 18,2016 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CENOZ, EFREN Work Classification: Addition/Alteration Job Address:51 NW 110 Street Miami Shores, FL 33168-4318 Phone Number (786)423-9403 Parcel Number 1121360030600 Project: <NONE> Contractor: LAO CONSTRUCTION INC Phone: (305)450-4305 Building Department Comments RAISE ELEVATION OF EXISTING WALLS, Infractio Passed comments REPLACEMENT OF EXISTING TRUSSES,23 WINDOW& INSPECTOR COMMENTS False 4 DOORS REPLACEMENT, MOVE SOME PARTITION WALLS AND KITCHEN &BATHROOM REMODEL 06-03-14 Permit renewal approved by BO. still pending the approval of the revision dated 11-15-14 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-174388. Repair sidewalk Rear and side must have sod or landscaping **PUBLIC WORKS WILL TAKE CARE OF SIDE WALK** Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 17,2016 For Inspections please call: (305)762-4949 Page 30 of 52 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-202006 Permit Number: RC-6-12-1016 Scheduled Inspection Date: October 31, 2013 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Drywall Screw Owner: CENOZ, EFREN Work Classification: Addition/Alteration Job Address:51 NW 110 Street Miami Shores, FL 33168-4318 Phone Number 305/751-5274 Parcel Number 1121360030600 Project: <NONE> Contractor: LAO CONSTRUCTION INC Phone: (305)450-4305 Building Department Comments s+ RAISE ELEVATION OF EXISTING WALLS, Infractio Passed Comments REPLACEMENT OF EXISTING TRUSSES, 23 WINDOW& INSPECTOR COMMENTS False 4 DOORS REPLACEMENT, MOVE SOME PARTITION WALLS AND KITCHEN& BATHROOM REMODEL Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-201975. Tub/shower to have non absorbent material Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 30,2013 For Inspections please call: (305)762-4949 Page 21 of 38 R e -�> _[G 16 Ak Georgia-Pacific DensShield® Technical Service Hotline 1.800.225.6119 or Tile Backer www.densshield.com Manufacturer its moisture barrier and water-repelling qualities are desirable.DensShield Georgia-Pacific Gypsum LLC Georgia-Pacific Canada LP Tile Backer also adds stabilizing and fire resistant qualities to countertop 133 Peachtree Street 2180 Meadowvale Boulevard,Suite 200 installations. Atlanta,GA 30303 Mississauga,ON L5N 5S3 1/4"(6.4 mm)and 1/2"(12.7 mm)x 4'(1220 mm)wide DensShield Tile Backer Technical Service Hotline:1-800-225-6119 can be used as a substrate in floor tile applications for residential and light Description commercial use as defined in the Handbook for Ceramic Tile Installation DensShield®Tile Backer is a substrate that,when properly installed, published by the Tile Council of North America. provides significant water and moisture resistance—making it excellent for Limitations protecting both tile installations and stud cavities.DensShield Tile Backer is Tiles should be applied on the grey coated side of DensShield Tile Backer. composed of a water-resistant treated core that is covered front and back DensShield Tile Backer should not be used in commercial saunas,steam with fiberglass mats.The mats are permanently integrated with the core during rooms,around fireplaces or areas where prolonged exposure to heat exceeds manufacturing,preventing delamination problems that can occur with paper- 125°F(52°C). faced greenboard.On the tile side,DensShield Tile Backers heat-cured acrylic coating stops surface water and retards moisture transmission,protecting the DensShield Tile Backer panels should not be used as a shower pan base. wall cavity. DensShield Tile Backer should not be used for exterior installations. Unlike cementitious backer boards,DensShield Tile Backer has a built-in water DensShield Tile Backer panels should not be used as a base for nailing and barrier.DensShield Tile Backer is 12 lbs(5.4 kg)to 32 lbs(15 kg)lighter per mechanical fastening. 4'x 8'(1220 mm x 2438 mm)panel,depending on manufacturer,than cement DensShield Tile Backer should not be used in conjunction with passive solar board,which makes installation easier.DensShield Tile Backer provides heat systems. excellent dimensional stability and strength so it can be installed parallel or For floors,use floor grade tile,2"x 2"(51 mm x 51 mm)or larger. at right angles to framing in wall and ceiling applications. DensShield Tile Backer,with its fiberglass mat design,has been indepen- Use framing or furring when applying over concrete or masonry block. dently tested,as manufactured,in accordance with ASTM D3273 and has Adhesives alone should not be used to install DensShield Tile Backer. Nails, scored the highest achievable rating(10 out of 10)for mold resistance. screws or staples may be used alone or in combination with adhesives. DensShield Tile Backer has been shown to be excellent for tile and non-tile Since DensShield Tile Backer has a built-in moisture barrier;never install installations in wet and non-wet applications,in areas of high humidity,and vapor retarders directly behind DensShield Tile Backer panels.In retrofit in appropriate fire-rated wall assemblies.It is ideal for interior walls,ceilings, applications,some paints or other wall coverings may constitute a vapor residential and light commercial floors and countertop applications in high barrier;remove or effectively penetrate these coverings prior to installing moisture areas such as baths,showers,kitchens,laundries,swimming pool DensShield Tile Backer panels. areas and locker rooms. DensShield Tile Backer should not be used in shower floors. Primary Uses Technical Data DensShield Tile Backer is the first and only tile backer listed as a GREENGUARD DensShield Tile Backer panels are mold resistant,and have scored a 10,the microbial-resistant product by a leading third-party organization,GREENGUARD highest level of performance for mold resistance under the ASTM D3273 Environmental Institute.This listing means DensShield Tile Backer,which test method. features fiberglass mats instead of the paper facings used on the surface of traditional tile backers,resists mold growth.The microbial-resistant test When tested in conformance with ASTM E96,DensShield Tile Backer panels is based on ASTM Standard D6329,a testing standard set by ASTM achieved a perm rating of less than 1.5(42.9 ng/Pa•s•ml)alone,1.0(28.6) International,which develops testing guidelines and procedures for building with dry set mortars. material,products,systems and services. In a test by an independent testing laboratory,DensShield Tile Backer was DensShield Tile Backer provides an excellent backer for sidewalls and ceilings subjected to a shower of water at 110°F(43.3°C),12 minutes per hour, in bathtub and shower installations,where it provides an even,solid subsrrate 24 hours a day,7 days a week for six months.The installation had no grout for tile.DensShield Tile Backer may also be finished with paint or wallpaper between the tiles.No deterioration occurred to either the DensShield Tile for non-tile areas that require superior fire and moisture resistance where Backer board,the framing members or the wall cavity. Submittal Job Name 4ff�C��V C�� `� 2') S� , T continued—s Approvals Contractor /.141-0 aN6,71Z-t1 e-_ -0/C/ IA—f�- Date ' Georgia-Pacific uenS h field' Technical Service Hotline 1.800.225.6119 or vTile Backer www.densshield.com 5/8"(15.9 mm)DensShield®Fireguard®Tile Backer is UL and ULC classified Sizes and Edges as Type DS and included in numerous assembly designs invested by UL and ULC Thickness Width x Length for hourly fire resistance ratings,includingl-hour and 2-hour wall assemblies. 1/4"(6.4 mm) 4'x 4'(1220 mm x 1220 mm) 5/8"(15.9 mm)DensShield Fireguard Tile Backer is classified as"Type X"in 1/2"(12.7 mm) 32"x 5'(813 mm x 1524 mm) accordance with ASTM 131178 and may replace Type X gypsum board specified 4'x 5'(1220 mm x 1524 mm) in generic rated wall assemblies listed in the Gypsum Association Fire Reference 4'x 8'(1220 mm x 2438 mm) Design Manual,Publication GA-600. 5/8"(15.9 mm) 4'x 8'(1220 mm x 2438 mm) DensShield Tile Backer has passed the Robinson Floor Test/ASTM C627 in Edges:Square both 1/4"(6.4 mm)and 1/2"x 4'(12.7 mm x 1220 mm)wide thicknesses with Manufactured to meet ASTM C1178 Fiberglass Mat Water-Resistant Gypsum a rating of light commercial. Backing Panel Handling and Use—CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin,eye and respiratory tract irritation.Avoid breathing dust and minimize contact with skin and eyes.Wear long sleeve shirts,long pants and eye protection.Always maintain adequate ventilation.Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet(MSDS)is available at www.gpgypsum.com or call 1-404-652-5119. Geor ia-Pacific TRADEMARKS DENSSHIELD,FIREGUARD CAUTION For product fire,safety and use 9 and the GEORGIA-PACIFIC logo are trademarks information,go to www.gp.com/safetyinfo Gypsum owned by or licensed to Georgia-Pacific Gypsum or call 1-800-225-6119. LLC.GREENGUARD is used under license through FIRE SAFETY CAUTION Passing a fire test in a U.S.A.—Georgia-Pacific Gypsum LLC the GREENGUARD Environmental Institute. controlled laboratory setting and/or certifying Canada—Georgia-Pacific Canada LP WARRANTIES,REMEDIES AND TERMS or labeling a product as having a one-hour, SALES INFORMATION AND ORDER PLACEMENT OF SALE For current warranty information for two-hour,or any other fire resistance or U.S.A Midwest: 1-800-876-4746 West: 1-800-824-7503 this product,please go to www.gpgypsum.com protection rating and,therefore,as acceptable South: 1-800-327-2344 Northeast: 1-800-947-4497 and select the product for warranty Information. for use in certain fire rated assemblies/sys- All sales of this product by Georgia-Pacific tems,does not mean that either a particular CANADA Canada Toll Free: 1-B00-387-6823 are subject to our Terms of Sale available assembly/system incorporating the product, Quebec Toll Free: 1-800-361-0486 at www.gpgypsum.com. or any given piece of the product itself,will TECHNICAL INFORMATION UPDATES AND CURRENT INFORMATION necessarily provide one-hour fire resistance, U.S.A.and Canada:1-800-225-6119 The information in this document may two-hour fire resistance,or any other specified www.gpgypsum.com change without notice.Visit our website fire resistance or protection in an actual fire. at www.gpgypsum.com for updates and In the event of an actual fire,you should current information immediately take any and all actions neces- ��zRa,s sary for your safety and the safety of others Member of without regard for any fire rating of any /ar *�T product or assembly/system. vG'y ©2013 Georgia-Pacific Gypsum I.I.C.All rights reserved. 2/13 GP-TM U.Item 9532266. Miami Shores Village g Department JUN 0 2 2014 Buildin De l p BY: 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 2010 BUILDING Master Permit No. RG G'-/3-- /O/� PER IT APPLICATION Sub Permit No. BUILDING ELECTRIC ROOFING REVISION EXTENSION EJIRENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 157 N W Z119 -5- / City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): ny12�) Phone#: `723-��a� Address:"4j *4X City: t'kk4t'm Stater Zip: Tenant/Lessee Name: Phone#: Email: / CONTRACTOR:Company Name: I.A®e Kez_w tree-_A � iNG Phone#: Address: 2,f/i:2 &. W. 12 AVe City: "142V"tri" /I State: )r-L- Zip: Qualifier Name: lljbr tesa�a `I/Ulis Y�/�f'C Phone#: State Certification or Registration#: COG ASY& 57 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 242Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Oqf k"odifh i a %6yeLA)a/ a� i L Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 1 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 inspectinnrs / days after the building permit is issued. in the absence of such posted notice, the inspection will n tion fee will be charged. Signature Signature tl�L/�7� w OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 6 day of JG!/')e, 20 N , by ��P.1 day of —JLVIe. 20 1g ,by Meeh deY1® who is personally known to L4 rOdle,who is personally known to me or who has prod 94 00 me or who has produce DER I MA C.00K 1 EGA Public-State of Florida gBonded tar Public-St13EK INA G.MUM ate of Florida identification and w Pl>� iY identification and whoi4 y •. »•B My Comm.Expires Sep 27,2016 y Comm.Expires Sep 27,2016NOTARY PUBLIC: Commission#EE 205198 NOTARY PUBLIC: Commission#EE 205198t�� Bonded Through National Notary Assn. ��jj Through National Notary Assn. Sign: - Usl `l, Sign: 0/�—9-(7 Print: Print: A'Ai 0 &t a Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) .__._._.._.----- -- C -- AOIR©" -. DATE(MMIDONYYY) CERTIFICATE OF LIABILITY INSURANCE 09!24/14 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 holdor is an ADDITIONAL INSURED,the policy(les)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 CONTACT NAMELucia Estrella _- — ------ — -- ----- .-..__.-_...---- HONE Accurate Pa"f,&__(305)226-87271�.�: (305)226=8767 8300 West Flagler Suite 114 ADDRESS;. .__Iuciaestrella@bellsouth.net Miami,FL 33144 —_-- INSURERS)AFFORDING COVERAGE___-_— _NAIC q_ Phone (305)226-8727 Fax (305)226-8767 INSURER A: United Specialty Insurance Company INSURED INSURER -----..-- --_-------,—.__-__.--- LAO Construction IncINSURER C____ 2810 NW 10th Ave I INSURER D_--- Miami,FL 33127- (305)450.4305 I INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: _ REVISION_NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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. _. . ___. ._...._._- __. INSRADD 3UBR I POLICY EFF POLICY EXP LTR TYPE OF INSURANCE �INg W0 POLICY NUMBER _ i fMM/D0n000q MMIDDIYYYY) ____ LIMITS GENERAL LIABILITY `- EACH OCCURRENCE $'00o'000.00 -� --- DAMAGE TO RENTED Q COMMERCIAL GENERAL LIABILITY ?REM -" $ 100,000.00S ❑ ❑ CLAIMS-MADE OCCUR CGD00001623MED EXP(Anyone person) i $ 5,000 Oa I A I ❑ Y 09/22/2014 09/22/2015 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ -GENERAL AGGREGATE $ 2,000 000.00 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG i $ 1,000 000.00 W POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO BODILY INJURY(Per person) $ — ALL OWNED SCHEDULED -- - BODILY INJURY(Per accident) $ ❑ AUTOS ❑ AUTOS l. .. ._.... NON-OWNED Pe6acatle DAMAGE $ ❑ HIRED AUTOS ❑ AUTOS ---" o -----❑ - -- i $ ❑ UMBRELLA LIAB ❑OCCUR _EACH_OCCURRENCE- Is - __ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE _ i $ DED A❑ND EMPLOYERS'L ABILITY Y I N -- --------- - ----- ------ ---—---- -- $ -- ---- -- ----- WORKERS COMPENSATION WC STATU- DTH- i WC LIMITS ❑._ER__ ANY PROPRIETOR/PARTNERIEXECUTNE I E.L.EACH ACCIDENT i $ OFFICER/MEMBER EXCLUDED? ni N IA -- ---- -- (Mandatory In NH) I E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT; $ I I I i I , DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) General Contractor CGC1518357 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE l Miami Shore Village Building Department THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH TVPYONS. 10050 N.E.2nd Ave Miami Shores,FL 33138-2382 AUTHORIZED REPRESENTA Lucia Estrella ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)QF The ACORD name and logo are registered marks of ACORD �.•-�•1 LAOCONS-01 MATERAT ACORO' DATE(MM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 9/24/2014 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(les)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 CONTACT NAME: Sheila Serrano Insurance Office of America-LNG PHONE FAX 1855 West State Road 434 WINE Ext):(407)788-3000 A/c No):(407)788-7933 Longwood,FL 32750 ADDRESS:Sheila.Sermno@ioausa.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Association Insurance Company 11240 INSURED INSURER B: LAO Construction Inc INSURER C: 2810 NW 10th Ave INSURER D: Miami,FL 33127 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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 EFF POLICY EXP LIMITS LTR NSD POUCYNUMBER MM/DDfYYYY MM/DD/YYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE El OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JECOT- 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 PROPERTY DAMAGE $ NON-OWNEDFIR accident HIREDAUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STER ER A ANY PROPRIETORIPARTNER/EXECUTIVE YIN WCV014462101 03/09/2014 03/09/2015 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? F—] 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$ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) General Contractor,CGC 1518357 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village AUTHORIZED REPRESENTATIVE Building Department 10050 NE 2nd Avenue I� Miami Shores FL 33138 Vl/ ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Miami Shores Village d C)CSIIA W w�,dkd .�Usd v k. ��a�� Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By--e e e e e____a Tel: (305)795.2204 Fax: (305)756.8972 e o INSPECTION'S PHONE NUMBER: (305)762.4949 (® FBC 2010 II B ILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 51 N IAV City: Miami Shores County: Miami Dade Zip: I lQ Folio/Parcel#: I - z1-56 ^ 00*-!.) -0000 Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 0Z Phone#: 7 U- q?-L%V3 Address: LL) k�"�� D City: Kk ( State: T'f_ Zip: 331 Zlp Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Z A ® Com/✓r-�u G7-/,v, /�/ �^�c hone#: ®S s® e3®S � Address: 17 /® le TN AV_e U�f 11W • �� - City: /V 4-"/ State: 1--G Zip: 3 3 /2 7 X Qualifier Name: /V® '4Z 1'4 A/ D, A A/,O&7 A D E� Phone#: 305 -'150 V3®� State Certification or Registration#: C /S�/09 Certificate of Competency#: Contact Phone#: ��O 1�43®.J Email Address: A10 AZ 1,414 A/..- C A 0yg1,4,o, Com DESIGNER:Architect/Engineer: �® W1101 ore-0 1 > —/-'r^/®ESS phone#: fe%_d Z3 30�� Value of Work for this Permit:$ 'y®° eee — Square/Linear Footage of Work: 1 -71,--t Type of Work: ❑Addition ❑Alteration ONew ❑Repair/Replace ❑Demolition Description of Work: ie_14e S,i f e N[ �I Nom./ f2 /�ce w��l i✓ew �i'vSSeS Gtrrd �iJO�' G L//vi��/�o e lS� �/ Tf�/`S7iilia �L'GeI°GY1 P�t' {Giti®N �'XL'�i�D� Wcr�� tD/ Nev,, doer 83 "IA iVew �rfi ®a �N�er 'or�,��r /la'NC'. • e�- Color thru tile: Submittal Fee$ Permit Fee$A)1-30' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ a - e ' 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 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 ins ion w 'ch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will net- ction fee will be charged. Signature Signature 11 / Owner or Agent Contractor The for&rfe) trume t was ackn ledged b e me thi The fo oin instrument was acknow edge be ore me s 4 day o 20by day o ,201 ,by who is ersonall (t� me or who has produced ywho is pe o 1 known to me or who has produced k `'Aslification and who did take an oath. L ' •� ntification and who did take an oath. NOTA6Y P LIC: — ' N T LIC: ' e \oc�da C 2p15 i ; �o Sign: Sign: state : �:•�:My�0 m�sslo° ��a\NotatY Notary Public $ep 23.2p15 Print: - ►'_ om uo Print: s MCommission Expir =, Bon My Commission J• - Comm�ssio N trot al No�aty Assn. �l"�E'F F��` a ,@�Ys@9eJt9t�YoY4e9r�:de�A'7k�a`:ik�4ae�oY4t7ke/Y�4e3Ae4n9t7/F9e�Y9F�1rdr�Y9t4nIroYoYdrolr9rot'oYtka�:oY9cdta1rot9t�'oY�Y9t�tk9Y9e9c'3:&�trtk�oYk4e'kik9t'4ett4esS'&'4e lt'kst�t'4tdnh4t�t'dra44:�t'tk�Ydr9etk4etk9eakik4t'k APPROVED BY rl('��'J Plans Examiner og ZY4 I 1 ' 1 Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012)(Revised 07/10/07X Revised 06/10/2009)(Revised 3/15/09) ACS-. k _ STATE.OF FLORIDA DEpONSTR�TCT0INNESND RYPROF SIONG 1,1007801272 'C SE NB 07/284201-0 1.0803:316`6 . CGC1ST8357 'II ' GE1ERLOI�tTR1sCTQR � < Named below IS ;CERTIFIEDr � tTd r the grovis� .ona of Chapter Expiration-.date: AUG 31 . 20 2 s < z i ANDRADENCRWAN D 8ISO1ONWIOTN AVE INC *rr MIAMI FL 33127 ► E CRIS'T - CHARLIE LIEM GOVEtNR INTEtIM SECTARY DISPLAY Aa REGlU1RED BY LAW ! AC# 5471116 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION MOLD-RELATED SERVICES LICENSING PROGRAM SEQ#L11022400424 - LICENSE NBR r02L2!412011 1100342553 IMRSR692 The MOLD 'REMEDIATOR Named below IS CERTIFIED Under the provisions of Chapter 468 FS. Expiration date: JUL 31, 2012 f ANDRADE, NORWAN D 2810 NW 10TH AVE MIAMI FL 33127 i RICK SCOTT CHARLIE LIEM GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY AC# x' STATE OF FLORIDA DEPARTMENT OF BVSINE99S AND PROFESSIONAL REGULATION HOME INSPECTORS LICENSING PROGRAM SEQ#L11030700655 - LICENSE NBR 103/07/201111003.55710 IHI2741 The HOME INSPECTOR Named below IS CERTIFIED Under the provisions of Chapter 468 FS. Expiration date: JUL 31 2012 ANDRADE, NORWAN D 2MI 2810 NW 10TH AVE FL 33127 RICK SCOTT CHARLIE LIEM GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY AC V DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 05/17/12 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 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 CONTACT NAME: Lucia Estrella Accurate _atGNrE:t): (305)226-8727 _ (NC No)- (305)226-8767 8300 West Flagler Suite 114 ADDREsg: Iuciaestrella@bellsouth.net Miami,FL 33144 INSURER(S)_AFFORDING COVERAGE NAIC# _Phone (305)226-8727 Fax (305)226-8767 INSURER A: American Builders Insurance Company INSURED - - - - INSURER B. - - Lao Construction Inc INSURER C: 2810 NW 10th Ave INSURER D: Miami,FL 33127- (305)454-3676 INSURER E. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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. — -- TYPE OF INSURANCE I,�DLiSypVBp j POLICY NUMBER POLICY EFF MSD LIMITS LTR - NSR _ - LMMIDDryYYY� GENERAL LIABILITY _ � - IN R POLICY EXP EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100 _ ,000.00 A ❑ ❑ CLAIMS-MADE k OCCUR CIBA0000544578 11/16/2011 11/16!2012 MED EXP(Any one person) $ 5,000.00 - ❑ PERSONAL&ADV INJURE$ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG I $ 1,000,000.00 ❑ POLICY ❑-JECT ❑_ LOC_ - $ COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident T$ ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ALL OWNED SCHEDULED BODILY INJURY(Per accident! $ AUTOS Li NON-OWNED PROPERTY DAMAGE J ❑❑ HIRED AUTOS ❑ gUTOS Per accident -- $ - ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE +$- 0 DED -❑ RETENTION$_ - -- -- - —� _$ WORKERS COMPENSATION ❑TWC ORY STA TU- ❑ EORH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? _� N/A 1 — (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE$ If yes,descr be under _ - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANWTHTHEICY PROVISIONS. 10050 NE 2 AvenueAUTHORIZED R Miami Shores,FI 33138 - —I 305-756-8972 Lucia Estrella @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)QF The ACORD name and logo are registered marks of ACORD DATE(MM/DD/YYYY) ACC> , CERTIFICATE OF LIABILITY INSURANCE 05/17/12 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 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 CONTANAME: SALVADOR GARCIA Assurance Associates Of Miami PHONr,Xoo,Ext): (305)227-1121 _ �a Nol (3.0_5)227-2263 8743 SW 9 Terrace#1 DDRESS: assuranceassociates@hotmail.com Miami,FL 33174 INSURER1 AFFORDING COVERAGE NAIC# Phone (305)227-1121 Fax (305)227-2263 INSURER A: FUBA (FLORIDA UNITED BUSINESS) INSURED INSURER B L.A.O CONSTRUCTION,INC INSURER C 2810 NW 10th Ave INSURER D Miami,FL 33127- (305)450-4305 _INSURER e INSURER F: J 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. ILTR TYPE OF INSURANCE ASD UBR El VQ POLICY NUMBER POLICY EFF POLICY EXP GENERAL LIABWTY - —- (MMIDD/YYYY)i(MM/DD/YYYY) LIMITS JECT CH OCCURRENCE $ ❑ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED ❑ CLAIMS-MADE ❑ OCCUR PREMISES(Ea occurrence $ MED EXP(Any one person) $ ❑ PERSONAL&ADV INJURY $ —_ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ ❑ POLICY ❑ PRO ❑ LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea a-deMl _ ❑ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED - ❑ AUTOS ❑ AUTOS BODILY INJURY(Per accident $ NOWOWNED ❑ HIREDAUTOS ❑ AUTOS PROPERTY DAMAGE $ Per accident ❑ ❑ _ _ $ ❑ UMBRELLA LIAR ❑OCCUR rEA_CH OCCURRENCE $ ❑ EXCESS LU113 ❑CLAIMS-MADE [AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATIONSTATU- OTH- AND EMPLOYERS'LIABILITY YIN L I RY IT ❑ ANY PROPRIETOR/PARTNER/EXECUTIVE10649477 A OFFICER/MEMBER EXCLUDED? ❑ N/A E.L.EACH ACCIDENT $ 100,000.00 (Mandatory in NH) 104/12/2012 j 04/12/2013 It yyas describe under E.L.DISEASE-EA EMPLOYE $ 100,000.00 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000.00 I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) L- J CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FI 33138 AUTHORIZED REPRESENTATIVE SALVADOR GARCIA ACORD 25(2010/05)QF 88-2010 ACORD CORPORATION. All rights reserved. e ACORD name and logo are registered marks of ACORD I , I�f UA 04iL1Nfi3f : 2d11 LOCA1.SUSINr* TAX,1�0 FlRST CLASS TA�f'C LSCT4R II�YNAll"A004tgUNT1 ?STAT 4FFL4Rl0A U.S.POSTAGE W FE.AGLIR EXfFtES, ,, 1C PAID I�t+Ob>1 MUST Dt iPLAWd #141 OF tUSp FL 31 RSUANT TO NTY MIAMI,FL _- 11Al A t '6k1 PERMIT NO.231 6.57647-5 THIS IS NOT A BILL—DO NOT PAY RENEWAL " A'MAVf0 ION INC STATEV'MR18357"4732-4 2810 NW 10 AVE 33127 MIAMI aWwEr 0 CONSTRUCTION INC "'CW604M BUILDING CONTRACTOR WORKE?/S THIS IS ONLY A LOCAL BUSENESS TAX RECIIPT.R DOEB NOT PW TIRT. HOLDER TO VIOLATE ANY EXWMG REGULATORY DA mTY wm DO NOT FORWARD ODERFROTOTtER L A 0 CONSTRUCTION INC YRTR�EDBLAW.�IS LESLIE R ANDRADE NOT A CERTIRICAT{ON OF 2810 NW 10 AVE TKfNS. THE HOLDER's QuauFrca• MIAMI FL 33127 PAYMENT RECEfdED siAlAL6LlIe-DcArDoS�COUNTI'TAX � 10/12/2011 60000000375 000049.50 Itt��ttt��stu��st�tf�tta#tsl�tftsEstsEl�s3t�sEEttl��tste�}tti SEE OTHER SIDE /2^-Wo A"� �� CERTIFICATE OF LIABILITY INSURANCE °"'E`�"�"°°"'Y''"' +■'_""� 11/09/12 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: Ntfie cert)tlCete holder Is an ADDITIONAL INSURED the policy{Iasi must be endorsed, !t SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain poNcies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER ACT Lt#cla Estrella P�oNE Accurate (305)228-8727FAX (305)226-8767 —1 8300 West Flagler Suite 114ld luaestrelsouth.net {SDDRESS: label Miami,FL 33144 INSURERS AFFORDING COVERAGE fuuaA I Phone (305)228-8727 Fax (305)226-8767 s INSURERA. American Builders Insurance Company INSURED �. ..._._ O�f5URER B Lao Construction Inc INSURER C: 2810 NW 10th Ave I-INSURM D i Miami,FL 33127- (305)454-3678 ! iNSU- E;-- I INSURER F COVERAGES CERTIFICATE NUMBER: _ _ REVISION NUMBER: _ LXHIS IS TO CERTIFY THAT THE POUCIE$OFINSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOE FORTHE POLICY PERIOD DICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ERTIFICATE 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 (NSR ADD SUBR F LICY EFF l i POLICY EX Yf!.. LIMITS LTR TYPE OF INSURANCE POLICY NUMBpt ... GENERAL LIABILITY ). .. ' EACHoccuRRENCE $ 1,000,pQ0.00 COMMERCIAL GENERAL LIABILITY PAMAGE TO RE] 100,000.00$ 100 000.00 Cj G CLAIMS-MADE Sd OCCUR '{',IBAOQ00655-COO MEO EXP tarry ate peraon) $ 5,000.QO A Y 09/22/2012 09/2212013 ❑ ; PERSONAL 6 ADV INJURY $ 1,000 000.00 F __- ___ GENERAL AGGREGATE s 2,000 000.00 GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS COMP/OP AGG $ 1,000,000.00 PRO- r—' _. ❑ POLICY t_ ❑ LOC $ AUTOMOBILE LIABILITY fEsaccideniCOMBWED lSINGLE LIMIT ❑ ANY AUTO I—' BODILY INJURY(Per pomp) $ C ALL as 1E0 Q SCHEDULED BODILY INJURY(Per aoc)dentj $ _ HIREDAUTOS NON-OWNED PROPERTY DAMAGE $ ❑—I ❑ AUTOS P i L (-1 $ I C UMBRELLA UAB ❑OCCUR EACH OCCURRENCE $ ❑_EXCESS Wpb _._ CLANS-MADE AGGREGATE i $ I.... DEO M RETENTION$ $ WORKERS COMPENSATION i ^WC STATU- ❑DTH- : AND EMPLOYERS'LIABIUTY YIN LL-TORY LIMPrc FR ANY PROPRIETORIPARTNERtEXECUTIVE I 1 El.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? r N I A, 1 (Mandatory In NH) ' El.DISEASE-EA EMPLOYEJ$ If yyeessdetuaibe DESCRIPTION Of OPERATIONS batow E.t_DISEASE-POLICY LLPAIT $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES{Attach ACORD 101,Additional Remarks Schedule,If mare space Is required) i Certificate holder is listed as additional name insured in respect to the general(lability. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shore Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 N.E.Second Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138-2382 AUTHORIZED T Lucia Estrella �._. 61I)Wiii0 ACORD CORPORATION. All rights reserved. ACORD 25(2010105)QF The ACORD name and logo are registered marks of ACORD I IIII� Ii Ill I IIT IIII II III VIII II C FN '20 1289 3131 16 78 6 OR I?k 28356 Ps 2977; (fps) RECORDED 11/13/2012 16:05:01 NOTICE OF COMMENCEMENT HARVEY rUVINF CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION MIAMI-DADE COUNTY P FLORIDA LAST PAGE NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1.Legal description of property and street/address: 5` A_JW /A"�? S� 4�6��e �� 3 3/6 P 2.Description of improvement: Pw�llcxs/rne 3 Owner(s)name and address Interest in property: Name and address of fee simple titleholder: 4.Contractor's name,address and phone number: AAt(1f) 5.Surety:(Payment bond required by owner from contractor,if any) Name,address and phone number: Amount of bond 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon wh o#ac ol°" saaxtetltsmaybevterve6,1s'pr6iAded b�, Section 713.13(1)(a)7.,Florida Statutes, s ran Name,address and phone number: 8.In addition to himself,Owners designates the following person deddl► 713.13(1)(b), Florida Statutes. Name,address and phone number: 9.Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1,SECTION 713.13. FLORIDA STATUTES,AND CAN 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 INSPECTIO _0U_ EIL4IEN.D..ZOo BTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING ICE 0 M T. Signature(s)o er(s)o w u' orized Officer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA / COUNTY OF MIAMI-DADE Np VBr)'d,6�, 020l� The foregoing ins ment was acknowledged before me this la day of By deWX �fren -- ❑Individually,or ❑as for ❑Personally known,or U produced the following type of identification: ons Signature of Notary Public: Print Name: (SEAL) yggIFIGATION PURSUANT TO SECTION 82.528 FLORIDA STATUTES o�"+°"''4� BE C.ORTEGA Under penalties of perjury,I declare that I have read the foregoing and -Slate of Florida that the facts stated in it are true,to the best of my knowledge and belief. s• Mg Sep 27,ZOtl6 EE 205198 Signature(s)of Owner(s)or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed abo ,NEW% �. BeaNftwo NMWWNotilrylasso 123.01-82 PAGE 3 3/10 1 Edwarcl A . NSULiINN XPi {LFli November 2, 2012 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Residence 51 NW 110th Street Miami Shores, Florida 33138 Dear Sir, This letter is in reference to Section 807 of the Florida Building Code for Existing Structures. The existing structural elements of the building will not have a stress increase by more than 5 percent. In addition, the changes to the structure will not result in higher wind importance factors for the building. Please call if we can provide any additional information. Very t y and A. Landers, P.E. President 7850 NW 146TIl STREET, SUITE 509 * MIAMI LAKES FL 33016' PHN: (305)823-3938 * FAX: (305)823-9355 goal Miami ShoresVillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT "f OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by 0CIJto perform special inspector services under the Florida Building Code at the _S'l AJl - project on the below listed structures as of (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: Rq L SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) � ypIzCIAL INSPECTOR FOR TRUSSES>36 LONG OR 9 HIGH 2319.17.2.4.2(84409.6.17.2.4.2) k' 'SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(84407.5.4) ;' I ❑ PECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(84408.5.2) d (:{ ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS 8 ATTACHMENTS,FBC 1927.12(R4405.9.12) ESPECIAL INSPECTOR FOR �1 boxes apply m fob g indivi�al(s)employed by this firm or me are authorized representatives to perform inspection 1. Z 3. 4. 'Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education Program;successful completion of the NCEES• Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Vie Building Department of any changes regarding authorized personnel performing mon services. I, (we)understand that a Special Inspector Inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building Inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory Inspections performed by the Department Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of Pal inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and po of the project outlined above meet the intent of the Florida Building Code and are in substantial acro ante the ved plans. MgmSigned al Engin Naim 'rr', hl A- � cJ•?lt.RS f��'o Mm Address 7f5D /tJW f 5�z� DATE: �_' & I Z. bu f olw t Phone No. 95P Created on 6110/2009 ............... ................... ............... .. . ................ ............ ......... ...... ... ............ u JUN: ............ .......... ....... ......... .......... . ......... ............ ee ....... ................... ...... 1.01 .............*--- ...... ....... ........... .......4n Zi .... .... ....I .......... ..... .......... ................... .................. .......... .......... .......... ......................... .. ........ . .............. ............. ....... ....... ........... ........ ............ ................................. ......................... ...... . ..... .......... ...........* ..........i..........i .......... .......... ....... .. . .... ... 67- .. ........ .................. ........... .............. ........... ...... ............... . ..... -7t .......... .... .......... .... ... ... .... ..... ... ....... . ................. .... ... ....... ........ .... .. . ......... .................. .............. . . .. .... ........ ----------- .......... "Op00 70S :Jr ... ........ Ito* MS (A) Sr' .1 Edward A. 114� ANDERS - Pif. DOW23-393*8 CONSULTING EN t z., 1/2/2012 WIND05 A-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 51 NW 110TH STREET, MIIAMI SHORES, FLORIDA UBer irk i�t;DataCaiculatec# !Orameters, x Structure Type Building Importance Factor 1 Basic Wind Speed (V) 146 mph Hurricane Prone Region(V>100 mph) Struc Category(I, II, III, or 1 II Table 6-2 Values Exposure(B, C,or D) C Alpha 1 9.500 Struc Nat Frequency(n1) 1 Hz zg 1 900.000 Slope of Roof 3.0 :12 Slope of Roof(Theta) 14.0 Deg Type of Roof Hipped Kd(Directonali Factor) 0.85 Eave Height(Eht) 9.00 ft Ridge Height(RHt) 16.00 ft Mean Roof Height(Ht) 11.50 ft Idth Perp.To Wind Dir( 45.00 ft At= 0.105 idth Para{.To Wind Dir 70.00 ft Bt= 1.000 Bm= 0.650 alclUlated,Prametei Cc= 0.200 Type of Structure 1= 500.00ft Height/Least Horizontal Dim 0.26 Epsilon = 0.200 Flexible Structure No Zmin= 15.00 ft : .. --GIsI abtacCate ory a: Rjgld.Structt�tes Simp�ift d Method, Gust1 I For rigid structures(Nat Freq> 1 Hz)use 0.85 0.85 Gust Factor Cath o i1,,�Ri, id;Striuc Jrrs =:Complote;Analys , Zm jZrnin 15.00 ft Izm I Cc*(33/z)^0.167 0.2281 UrnI*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.9221 Gus t2 0.925%1 / 1+1.7*3.4*Izm 0.8840 ` istPact�rurrimary x �s 3 G � Since this is not a fl _. � � .� . .. .._ .. .�. exible structure the lessor of Gust1 or Gust2 are used 1 0.85 -_-- --_-_ --- ig--6--Sintemal-Pressure--C-oeffieWnts-for-8uikHn-s GGcoi---- - -- Condition Gc i Max+ Manx Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises,Inc.Copyright 20t6 EDWARD A.LANDERS, P.E. Page No.1 of 4 1/2/2012 WIND05 A-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev KzKzt qz Pressure Ib/ft^2 Windward Wall* Leeward Wall Total Shear Moment 0 Ib/ft"2 +GCpi -GCpi +GCpi -GCpi +/-Gcpl (Kip) (KIp-ft) 16 0.86 1.00 39.91 20.05 34.23 -20.10 -5.93 40.16 1.81 0.90 15 0.85 1.00 39.37 19.69 33.86 -20.10 -5.93 39.79 28.67 230.35 Note: 1)Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, CP Loads on Main Wind-Force Resisting Systems(Method 2) Theta B h z L I L r Variable;Formula; _ ;' atue Lints, " Kh 2.01*(15/zg)^(2/Alpha' 0.85 Kht Topographic factor(Fig 6-4) 1.00 Qh .00256*(V)^2*1*Kh*Kht*Kd 39.37 psf Khcc Comp&Clad:Table 6-3 Case 1 0.85 Qhcc .00256*V"2*1*Khcc*Kht*Kd 39.37 psf Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof.P.retiria G�etifiidieiis Cp . Roof Areas .ft.) - Reduction Factor 1.00 Catcalatidns dor Wind Normal to?45 ft Face Cp Piressusf) c!dit�cria/fans i»ay tse rid for oft wind arrrecbons.- Cpl" rcpt" Leeward Walls(Wind Dir Normal to 45 ft wall) -0.39 -20.10 -5.93 Leeward Walls(Wind Dir Normal to 70 ft wall) -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 Roof V1Wind.Norfi�a(to Ride freta>=10`-for 1Nfnd Normal td.4 Windward-Min Cp -0.54 -25.16 -10.99 Windward-Max Cp -0.04 -8.29 5.88 Leeward Normal to Ridge -0.46 -22.48 -8.31 Overhang Top(Windward) -0.54 -18.07 -18.07 Developed by Mace Enterprises,Inc.Copyright 2006 EDWARD A. LANDERS, P.E. Page No.2 of 4 1/2/2012 WIND05 v1-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Overhang Top(Leeward) -0.46 -15.40 -15.40 Overhang Bottom(Applicable on Windward only) 0.80 26.77 26.77 Roof-Wind Paral[ei lg Rid a AI[�'heta ficr Wintl Norm all to 70 ft:fade Dist from Windward Edge: 0 ft to 23 ft-Max Cp -0.18 -13.11 1.06 Dist from Windward Edge:0 ft to 5.75 ft-Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 5.75 ft to 11.5 ft-Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 11.5 ft to 23 ft-Min Cp -0.50 -23.82 -9.65 Dist from Windward Edge:>23 ft -0.30 -17.13 -2.95 *Horizontal distance from windward edge Figure 6-10 -External Pressure Coefficients, GCpf Loads on Main Wind-Force Resisting Systems w/Ht<=60 ft Kh= 2.01*(15/zg)^(2/Alpha) - 0.85 Kht= Topographic factor(Fig 6-2) = 1.00 Qh= 0.00256*(u)^2*lmpFac*Kh*Kht*Kd = 39.37 Theta= Angle of Roof = 14.0 Deg � 4 8 9 4 cmw Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpf qh Min P Max P s s 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1 E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 1 -0.18 1 39.37 -31.74 -17.56 4E -0.56 0.18 1 -0.18 1 39.37 -28.98 1 -14.80 *p=qh*(GCpf-GCpi) Developed by Meca Enterprises,Inc.Copyright 2006 EDWARD A. LANDERS, P.E. Page No.3 of 4 1/2/2012 WIND05 A-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Figure 6-11 -External Pressure Coefficients, GCa Loads on Components and Cladding for Buildings w/Ht<=60 ft 5 Ht � ; 4 4 15 5 a a ---- a .` a a Hipped Roof 7< Theta.<=27 a= 4.5 =_> 4.50 ft Double Click on any data entry line to receive a heip Screen Component Width span Area Zone GCp Wind Press(lb/ft^2 (ft) (ft) (ft"2) Max Min Max Min 0.00 UPLIFTS 0.00 TRUSSES 2 10 33.33 1 0.40 -0.85 22.66 -40.47 TRUSSES 2 10 33.33 2 0.40 -1.44 22.66 -63.73 TRUSSES 2 10 33.33 3 0.40 -1.44 22.66 -63.73 0.00 WINDOWS 0.00 3 4 12.00 5 0.99 -1.37 45.91 -61.11 B 4.67 4 18.68 5 0.95 -1.30 44.57 -58.44 - --- --- - -5 - 35.00 5 -- -- 0.90 - -1.21 - D - 3 3.67 11.01 5 0.99 -1.39 46.17 -61633-- ---- E 4 4.66 18.64 5 0.95 -1.30 44.58 -58.45 F 2.75 4 11.00 5 0.99 -1.39 46.17 -61.64 G 2 3 6.00 5 1.00 -1.40 46.46 -62.21 H 1.5 2 3.00 5 1.00 -1.40 46.46 -62.21 0.00 DOORS 0.00 1 3 7 21.00 5 0.94 -1.29 44.22 -57.73 2 2.67 7 18.69 5 0.95 -1.30 44.57 -58.43 0.00 Note: *Enter Zone 1 through 5,or 1 H through 3H for overhangs. Developed by Mace Enterprises,Inc.Copyright 2oo6 EDWARD A. LANDERS, P.E. Page No.4 of 4 ............. ��= eu ... ... 3r f v 61 .._.o-.... - -q - Inc .i.�i.n�m,.+i+r.n.••.ten.v.•u....e«..r,y:2,..r.o..�tA.u.;x.,�.>.y:...,.r,-,j,..._..n•°u2"'_.F•.e.,.•:.._•_..w...t?aaiR�5..s.-❖aA.•..vs.+.....v..-..ev:x.^eeW.wimVr'rv:y,..nmv•�A�1_«•a-.CN,.Ac.avI.•aqH..sph_yt_,is'.::.®R_'•-_•n.•d.••..•:.�t�[�4».n-•>^.!.,v...a_.....-.,.-�m.,sY-�L:.I.»_z_a. 7 7i A . ........... "lo (j P.E.#038398 Edward A. NDTRSI RE* (305)823-393 CA-c ri 6 1-ji 'nmo..•Nv..w,vv..•-.y�A_Cy�a.i._F_:.�+_.•s..w -�MV'•y`-{v•t.• CONSULTING ENGINEERS •.'�___-•...-.s.•.:.-� 8 L7- - zv --'- - -�' - -` -'- - '- ---� T'-- ��- l --'--�--�- - - ,-' je.,9 sc eo ct .-- - -L,!o I.r t P.E.#038398 Edward A. LANDERS, RE, (305)823-393*8 CONSULTING ENGINEERS TA8LB311.2: Reinforced WalhAMPOrtles for Load CoftInations Not Including Wind or Seismic Comate Masonry.WalI Prpostongd t 8 in Er 29,0 ,00 Mr-ANective Depth d m 3.8125 in F 80000 ps r psi (Table Arranged by Increasing MR) r *1,380 psi Out-of-Plane Resisting Moment and Sheer for bare poettloned M the Liter of the Well ;: r� 1.600 psi p P R 1,360 psi P,�m 1,600 psi Bar Bar Bar or tD Bar Spacing n n--� Bare Spacing Bar Spacing Size r� bJ Size p g & Bet Spaohrg (y .• n' -!b!ft Size In n4 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1. 9 21,880 8 72 0.13 8,928 7 8 0.90 10,008 8 72 0.13 81310 7 8 0 0 20,047 4 24 0.10 8,348 ' 8 8 0.88 17,730 8 58 0.09 7,8 8 8 0. 9,201 7 72 0.10 8,348 8 18 0.89 18,809 6 40 0.09 7,743 8 18- 0. 1 �j 8,056 8 Be 0,09 7,840 , 114 5 8 0.47 18,221 7 72 0.10 7,682 8 8 0.47. 17,611 6 40 0.08 7,788 7 18 0.48 16,860 8 84 0,08 0,828 7 18 0,45 16,983 8 84 0.06 7,886 8 24 0.40 16,040 6 48 0.08 8;608 8 24 0.40 18,308 6 18 0.33 14,499 4 32 0.08 8,306 .8 18 0.33 16, 860. '" 6 4t@ 0:08 8,8a 4 8 0.30 14,301 8 98 0.10 8,232 4 B 0.30 16,381 ; : 7 24 0.30 14,087 8 72 0.07 8,070. 7 24 0.30 16,198 8 72 0.07 6,097 8 32 0.30 13,987 7 98 0.08 8,887 8 32. 0, 30 180118 7 98 0.08 8,086 8 40 0.24 13,160 6 68 0.07 6,678 8 40 -0.24 14,181 6 Be 0.07 6,800 6 18 0.23 13,134 4 40 0.08 6,088 . 6 18• 0,23 14,127 8 120 0.08 6,367 7 32 0.23 12,972 8 120 0.08 4►980 7 32 0.23 13,963 4 40 0.08 6,104 8 24 0.22 12,896 6 84 OAS 4,881 8 24 0.22 13,871 6 84 0.08 4,900 8 48 0.20r 12,466 8 .98 0.08 4,862 8 48 0.20 13,392 7 120 0.08 4,808 7 40 0.18 12,103 7 120 0.08 41649 7 40 0.18 112,082 8 98 0.06 4,873 6 32 0.17 11,768 5 72 0.08 4,339 8 32 •0.17 12,592 8 72 0.05 4,368 5 24 0.18 11,508 4 48 0.05 4,284 8 24 0.18. 12,315 4 48 0.06 4,278 7 48 0.16 11,374 4 68 0.04 3,866 4 18 0.16"070. 12,171 4 66 0.04 3,887 4 18 0,10 11,374 8 120 0.04 3,0+42 12,171 8 120 0,04 3,668 8 40 0.13 10,898 5 88 0.04 3,264 11,479 5 96 0.04 3,287 8 $8 0,17 10,884 4 . 84 0,04. 3,198 10,888 4 84 0.04 3,209 7 88 0.13 9,749 4 72. . 0.03 2,843Be . 10;432 4 72 0.03 2,862 6 32 0,12 9,698 6 120 0.03 2,803 10,044 6 120 0,03 2,814 8 64 0.15 9,349 4 98 0.03 2,132 4 98 0,03 2,139 6 48 0.11 9,106 4 120 0.02 1,7089148 4 120 0.02 1,741 7 64 0.11 8,530 8 i W r; V C�Af/SVG 0.1f Axe . . .. _ . . t-r arc.. / /7?4... ....... ,,.. , .. ,�, s a: . ... .. ....... ...... ...................:......... .. <.......:. . �r . .... .......: _ . tAl . .. ca . ... ..:lCS .0.....Lg� . _ . . .S 1 . M YVO )0"j SOL Edward A. P.E. #038398 LANDERS, PI-El (305)823-3938 CA- C5- CONSULTING ENGINEERS ° )CIO'6 lZ Si ..._ , - .......... IIs ! t ..... .. ... .. .. .. .. .. .. ... .. ...... . _ . r. i... CL6�' 3 Z • .. .... .i.. ........... .... ...i...... .. .... .. .. ... .... .... ... .... ......... .. ... .. .......:.. . ... . :.. . . .... t .: . A . .. . :. . .. . . ........................... . .... _............ ;;.................' ... . .. . .: ter (�i 2S' x 2 x Z P.E. #038398 Edward A. LANDERS, POE@ (305)823-3938 CONSULTING ENGINEERS 7= �v�z- 7 at, 4 J; JJJJ ..... 37,EJ. ... .P .... a. - 0..� . ... 46t .. : :.:..:::...:..... ............ P.E. #038398 Edward A. LANDERL PIL (305)823-3938 C/A--fC 5 CONSULTING ENGINEERS �-zo q z- ................ ... ....... .............. ............ ..........*...... -........ ............ ... .......... ............ . .. ................... .... .. .. ...... .................. .......... .1......... ........I........ .......... .. ....... I. ....... ........ 12U ......... otoedt. .................. ................. ................... :......... .. ......... ........... . ......... ...... ................ ....... ....... ......... ...... ... ...... ........... ......... ........................... .........I.................. .......... ................. . .. . ........... ............ ................... ...........N ........... ........ . ...... .............. 00 ry ......... ................. .................. ... .... ... .. ........... ......... .. ........ .............. ..............I ........... ............ .............. . .... ...... ........... .............- . ...... . ..................... .. ........... ......... .......... ............................ ... ........... ..............i......... ................................... ... .................... ....... ........ ...... ... ... ............. ...... .. ........ ...*......... .. .... ......... . ................. .......... .... ...... ...... ............ ... ......... .................. ........... ............. .......... ........... . . .............. ............. !W0 MON W-' WON i 11 P,&#jD3839$r 57 Edward A. AFRS, i � Cf (343)823-33$ CONSULTING GfNEER . .... .. s w J1 . - . : . . . 5 5t 0- . ... �...... :.:...' .. . _. ► -rte .3 t . tsyc r _ Edward A. �5 ANDERS P. , - (345)s23-393$ , CONSULTING ENGINEERS10 , i Sd33NLQN3 fftilflSNOO 8�6E �Z8�S�E) 'V parDMp3 _ d -- : �- . . . :.. .. i... .. .... ... ... .... ..... .. ........ .. ... .. ... ........................... ... . . .. .. . _ f .. .. .. _ . .. 's ,�..� ;..:.. :... ..y _..... ...... -�- .... <^ Z.. _s � �s 1/2/2012 WIND05 A-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 51 NW 110TH STREET, MIIAMI SHORES, FLORIDA 77 777-7, U$i3r lap"u#_Data -. Calbtrlatec _ararxietrs Structure Type Building Importance Factor 1 Basic Wind Speed M 146 mph Hurricane Prone Region(V>100 mph) Struc Category(I, 11, III,or 1 II Table 6-2 Values Exposure(B, C,or D) C Alpha= 9.500 Struc Nat Frequency(n1) 1 Hz zg 1 900.0001 1 Slope of Roof 3.0 :12 Slope of Roof(Theta) 14.0 De Type of Roof Hipped Kd(Directonality Factor) 0.85 Eave Height(Eht) 9.00 ft Ridge Height(RHt) 16.00 ft Mean Roof Height(Ht) 11.50 ft Width Perp.To Wind Dir( 45.00 Ift At= 0.105 ,jWidth Paral.To Wind Dir 70.00 Ift Bt= 1.000 Bm= 0.650 Galicplateciarantetecs77-777 Cc= 0.200 Type of Structure I= E10.2±00 Hei ht/Least Horizontal Dim 0.26 Epsilon =Flexible Structure No min= Gust; actotRCategory 1 Rigidticturies"-Simp(ifi Mt3th+ l s _ Gust1 For rigid structures(Nat Freq> 1 Hz)use 0.85 0.85 7-77"'p-wit-'T ITS etu*775Ziripieteis, m Zmin _ 15.00 ft Izm Cc*(33/z)"0.167 0.2281 Lzm 1*(zm/33)"Epsilon 427.06 ft Q (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.9221 Gust2 10.92510+1.7*Izm*3.4*Q/ 1+1.7*3.4*Izm 0.8840 dist > 77- Fcor Stimmry �� •.� }i i f s.� n.h}r R [ 3, r 7,H s3'a __ G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 EsBuildings 0.18 1 -0.18 Developed by Meca Enterprises,Inc.Copyright=6 EDWARD A.LANDERS, P.E. Page No.1 of 4 z 1/2/2012 WIND05 A-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 6.5.12.2.1 Design Wind Pressure -Buildings of All Heights Elev Kz Kzt qz Pressure Ib/ft^2 Windward Wail* Leeward Wall Total Shear Moment 0 Ib/ft^2 +GCpi -GCpl +GCpl -GCpi +/-Gcpi (Kip) (Kip-ft) 16 0.86 1.00 39.91 20.05 34.23 -20.10 -5.93 40.16 1.81 0.90 15 0.85 1.00 39.37 19.69 33.86 -20.10 -5.93 39.79 28.67 230.35 Note: 1)Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 -External Pressure Coefficients, CP Loads on Main Wind-Force Resisting System (Method 2) Theta B h z L L Kh 2.01*(15/zg)"(2/Alpha) 0.85 Kht Topographic factor(Fig 6-4) 1.00 Qh .00256*(V)^2*1*Kh*Kht*Kd 39.37 psf Khcc Comp&Clad:Table 6-3 Case 1 0.85 Qhcc .00256*V"2*1*Khcc*Kht*Kd 39.37 psf k V_ Ilan Pr_assure_ taefFtcients,. p, Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Itgaf.l?rq 3 ". fticients, Gp. Roof Areas .ft.) - Reduction Factor 1 1.00 Cblhfidni3'forWind Normat�o d5 it Face C '``_; Pressure(psf), ttc rir►al a rs'array a„<r�c'd reit t t IrrairH c€> ','' __ GCpl_.,:, O' Leeward Walls(Wind Dir Normal to 45 ft wall) -0.39 -20.10 -5.93 Leeward Walls(Wind Dir Normal to 70 ft wall) -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 Rood M_Wlnii Normal to Ridge(Theta>=10 -for�lirld 1Vczrittat to45 ft face Windward-Min Cp -0.54 -25.16 -10.99 Windward-Max Cp -0.04 -8.29 5.88 Leeward Normal to Ridge -0.46 -22.48 -8.31 Overhang Top(Windward) -0.54 -18.07 -18.07 1 QJ' Developed by Meca Enterprises,Inc.Copyright 2ow EDWARD A. LANDERS, P.E. Page No.2 of 4 1/2/2012 WIND05 0-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Overhang Top(Leeward) -0.46 -15.40 -15.40 Overhang Bottom Ap licable on Windward only) 0.80 26.77 26.77 Roof=Wind Parallel to Rid a A1GThe#a for VUtnd Norrnel to 70 ft_face Dist from Windward Edge: 0 ft to 23 ft-Max Cp -0.18 -13.11 1.06 Dist from Windward Edge:0 ft to 5.75 ft-Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge:5.75 ft to 11.5 ft-Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 11.5 ft to 23 ft-Min Cp -0.50 -23.82 -9.65 Dist from Windward Edge:>23 ft -0.30 -17.13 -2.95 *Horizontal distance from windward edge Figure 6-10 - External Pressure Coefficients, GCof Loads on Main Wind-Force Resisting Systems w/Ht<=60 ft Kh= 2.01*(15/zg)^(2/Alpha) = 0.85 Kht= Topographic factor(Fig 6-2) = 1.00 Qh= 0.00256*(u)^2*ImpFac*Kh*Kht*Kd = 39.37 Theta= Angle of Roof = 14.0 Deg a B 4 6 4 3' 6 N\ 9 9 9 r r t cow Transverse Direction LongkWinal Direction Torsional Load uses Wind Pressures on (Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh Min P Max P sf) (ps 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E 1 -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E 1 -0.56 0.18 -0.18 39.37 -28.98 -14.80 *p=qh*(GCpf-GCpi) Developed by Mace Enterprises,Inc.Copyright 2006 EDWARD A. LANDERS, P.E. Page No.3 of 4 L`% • 1/2/2012 WIND05 v1-12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Figure 6-11 -External Pressure Coefficients, GCa Loads on Components and Cladding for Buildings w/Ht<=60 ft Ht ' 4 4 2; 15 5 a ------- a a a a Hipped Roof 7< Theta<=27 a= 4.5 =_> 4.50 ft Double Click on any data entty line to receive a help Screen Component width span Area Zone G Wind Press(Ibtf A2 (ft) (ft) (ft^2) Max Min Max Min 0.00 UPLIFTS 0.00 TRUSSES 2 10 33.33 1 0.40 -0.85 22.66 -40.47 TRUSSES 2 10 33.33 2 0.40 -1.44 22.66 -63.73 TRUSSES 2 10 33.33 3 0.40 -1.44 22.66 -63.73 0.00 WINDOWS 0.00 3 4 12.00 5 0.99 -1.37 45.91 -61.11 4.67 1 4 18.68 5 0.95 -1.30 44.57 -58.44 C 7 5 35.00 5 0.90 -1.21 42.68 -54.65 D 3 3.67 11.01 5 0.99 -1.39 46.17 -61.63 E 4 4.66 18.64 5 0.95 -1.30 44.58 -58.45 F 2.75 4 11.00 5 0.99 -1.39 46.17 -61.64 G 2 3 6.00 5 1.00 -1.40 46.46 -62.21 H 1.5 2 3.00 5 1.00 -1.40 46.46 -62.21 0.00 DOORS 0.00 1 3 7 21.00 5 0.94 -1.29 44.22 -57.73 2 2.67 7 18.69 5 0.95 -1.30 44.57 -58.43 0.00 Note:*Enter Zone 1 through 5,or 1 H through 3H for overhangs. Developed by Meta Enterprises,Inc.Copyright 2006 EDWARD A. LANDERS, P.E. Page No.4 of 4 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD El ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index,the more efficient the home. :._ - 51 NW 110th Street, Miami Shores, FL, 33168- 'BY 1. New construction or existing Existing(Prajecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1969.40 ft2 b.WA R= ft2 3. Number of units,if multiple family 1 c.WA R= ft2 4. Number of Bedrooms 4 d.WA R= fie 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 2032.00 ft 6. Conditioned floor area(it) 2032 b.WA R= ft2 7. Windows- Description Area c.WA R= fe a. U Factor. Sgl,U=0.75 263.67 ft2 11.Ducts R ft a.Sup:Attic,Ret:Main,AH:Main 6 500 SHGC: SHGC--0.50 b. U-Factor. Dbl,U=0.75 13.50 fe SHGC: SHGC=0.50 12.Cooling systems kBtuliu Efficiency c. U-Factor. WA ft2 a.Central Unit 38.5 SEER:17.00 SHGC: d. U-Factor. WA fe 13.Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 1.000 A. a.Electric Strip Heat 34.1 COP:1.00 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 2032.00 ft a.Electric Cap:40 gallons EF:0.92 b.WA R= fl c.WA R= ftZ b. Conservation features None 15.Credits CF,Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed(or exceeded) ♦,oI S ?Fo in this home before final inspection. Otherwise,a new EPL Display Card will be completed sv�` '�� 'a° iV0 based on installed Code compliant features. 14. i� Builder Signature: Date: - * Address of New Home: City1FL Zip: fy *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 t FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 51 NW 110th Street Builder Name: Street: 51 NW 110th Sheet Permit Office: City,State,Zip: Miami Shores,FL,33168- Permit Number. Owner. Jurisdiction: Design Location: FL,Miami 1. New construction or existing E)asting(Projecte 9. Wall Types(1969.4 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1969.40 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.WA R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2032.0 sq(L) Insulation Area a.Under Attic(Vented) R=30.0 2032.00 ft2 6. Conditioned floor area above grade(ft) 2032 b.WA R= ft' Conditioned floor area below grade(fF) 0 c.WA R= ft2 11.Ducts R ft2 7. Windows(2772 sgit) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 500 a. U-Factor. Sgl,U=0.75 263.67 ft' SHGC: SHGC--0.50 b. U-Factor. Dbl,U=0.75 13.50 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC--0.50 a.Central Unit 38.5 SEER-17.00 c. U-Factor. WA ft2 SHGC: 13.Heating systems kBtuthr Efficiency d. U-Factor. WA ft' a.Electric Strip Heat 34.1 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.500 14.Hot water systems 8. Floor Types (20320 sgft.) Insulation Area a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R-0.0 2032.00 ftsEF:0.920 b. Conservation features b.WA R= ftz None c.WA R= R2 15.Credits CF,Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 53.62 PASS Total Standard Reference Loads: 67.89 1 hereby certify that the plans and speaficati co by Review of the plans and O�-tUE this calculation are in compliance with rids rg specifications covered by this + _ O� Code. calculation indicates compliance g iii '' s=r,.•``� with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for O a compriance with Section 553.908 * �, 1 hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. COp WE OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9/6/2012 9.26 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: 51 NW 110th Street Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2032 Lot# Owner. Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street 51 NW 110th Street Permit Office: Cross Ventilation: County: Dade Jurisdiction: Whole House Fan: City,State,Zip: Miami Shores, Family Type: Single family FL, 33168- New/Fidsting: EAsting(Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 LOW BLOCKS Number Name Area Volume 1 Blockl 2032 16865.5996 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2032 16865.6 Yes 5 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tib Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 253 ft 0 2032 W — 0.75 0 0.25 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel file 2094 ft2 0 ft2 Medium 0.96 No 0.9 No 0 14 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2032 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 20321112 0.11 Wood 9/612012 926 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below To Wall Type 1 N Exterior Concrete Block-Int Instil Main 5 26 11 8 4 224.3055 0 0.75 0 2 E Exterior Concrete Block-Int Instil Main 5 33 7 8 4 279.8611 0 0.75 0 3 N Exterior Concrete Block-Int Instil Main 5 21 10 8 4 181.9444 0 0.75 0 4 E Exterior Concrete Block-Int Instil Main 5 26 1 8 4 217.3611 0 0.75 0 5 S Exterior Concrete Block-int Insul Main 5 26 7 8 4 221.5277 0 0.75 0 6 E Exterior Concrete Block-Int Instil Main 5 10 1 8 4 84.02777 0 0.75 0 7 S Exterior Concrete Block-Int Instil Main 5 13 2 8 4 109.7222 0 0.75 0 8 W Exterior Concrete Block-Int Instil Main 5 36 11 8 4 307.6388 0 0.75 0 9 S Exterior Concrete Block-Int Instil Main 5 8 4 8 4 69.44444 0 0.75 0 10 W Exterior Concrete Block-Int Instil Main 5 32 10 8 4 273.6111 0 0.75 0 DOORS Orrd Door Type Space Storms U-Value Width Height Area Ft in Ft In 1 E Wood Main None 0.400000 2 8 6 8 17.77777 2 E Wood Main None 0.400000 2 8 6 8 17.77777 3 S Wood Main None 0.400000 2 8 6 8 20 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Partes NFRC 1.1-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Double(Clear) Yes 0.75 0.5 13.5 ft2 1 ft 0 in 2 ft 6 in Drapestblinds None 2 E 2 Metal Single(Clear) Yes 0.75 0.5 24 ft2 1 ft 0 in 2 ft 6 in Drapes/blinds None 3 E 2 Metal Single(Clear) Yes 0.75 0.5 E ft2 1 ft 0 in 2 ft 6 in Drapes/blinds None 4 E 2 Metal Single(Clear) Yes 0.75 0.5 33.33333 1 ft 0 in 1 ft 6 in Drapes/blinds None 5 N 3 Metal Single(Clear) Yes 0.75 0.5 9 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds None 6 N 3 Metal Single(Clear) Yes 0.75 0.5 11 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds None 7 E 4 Metal Single(Clear) Yes 0.75 0.5 24 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds None 8 S 5 Metal Single(Clear) Yes 0.75 0.5 12 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds None 9 S 5 Metal Single(Clear) Yes 0.75 0.5 18.66666 1 ft 0 in 1 ft 6 in Drapes/blinds None 10 E 6 Metal Single(Clear) Yes 0.75 0.5 24 ft2 1 it 0 in 1 ft 6 in Drapes/Winds None 11 S 7 Metal Single(Clear) Yes 0.75 0.5 24 ft' 1 it 0 in 1 it 6 in Drapes/blinds None 12 W 8 Metal Single(Gear) Yes 0.75 0.5 36 ft2 1 ft 0 in 1 it 6 in Drapes/Winds None 13 S 9 Metal Single(Gear) Yes 0.75 0.5 12 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 14 W 10 Metal Single(Gear) Yes 0.75 0.5 18.660 1 ft 0 in 1 ft 6 in Drapesftrinds None 15 W 10 Metal Single(Gear) Yes 0.75 0.5 5 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds None 16 W 10 Metal Single(Clear) Yes 0.75 0.5 6 fe 1 ft 0 in 2 ft 6 in Drapes/blinds None 9/6/2012 9:26 AM EnergyGaugeg 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 0.000500 2664.9 146.30 275.14 0.3450 9.4807 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 34.1 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:17 38.5 kBtuflu 1155 cm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPrd Conservation 1 Electric None Main 0.92 40 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None Notre f2 DUCTS —Supply— —Return— Air Percent HVAC# 1/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 500 W Main 25 W Default Leakage Main (Default) (Default)% 1 1 TEMPERATURES Programable Thermostat Y C ff"Fans: Coolingpr M May 0C Jun Jul Se Oct Nov Dec V Man a n Febeb �� A� � i7c)Jun FA Juul �X Aug �X Sep �OctO �Nov �X Dec 9/62012 9:26 AM EnergyGauge®USA-RaRes2010 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 None 0 0 0 0 1-Electric Ship Heat 00% 1-Central Unit 916/2012 9:26 AM EneWGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 51 NW 190th Street PERMIT#: Miami Sures,FL,33168- 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 v 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 �V/ 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. 902012 926 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 51 NW 110th Street 51 NW 110th Street Miami Shores,Fl-33168- Building Type: User 9/612012 Reference City.Miami,FL (Defaults) Winter Temperature Difference:20.0 F(M.18 99%) A Window PaneEgne Frame U Orientation Areas cfft) X HTM= Load 1 2, NFRC 0.50 Metal 0.76 N 13.5 15.0 202 Btuh 2 1, NFRC 0.50 Metal 0.75 E 24.0 15.0 360 Btuh 3 1, NFRC 0.50 Metal 0.75 E 6.0 15.0 90 Btuh 4 1, NFRC 0.50 Metal 0.75 E 33.3 15.0 500 Btuh 5 1, NFRC 0.50 Metal 0.75 N 9.0 15.0 135 Btuh 6 1, NFRC 0.50 Metal 0.75 N 11.0 15.0 165 Btuh 7 1, NFRC 0.50 Metal 0.75 E 24.0 15.0 360 Btuh 8 1, NFRC 0.50 Metal 0.75 S 12.0 15.0 180 Btuh 9 1, NFRC 0.50 Metal 0.75 S 18.7 15.0 280 Btuh 10 1, NFRC 0.50 Metal 0.75 E 24.0 15.0 360 Btuh 11 1, NFRC 0.50 Metal 0.75 S 24.0 15.0 360 Btuh 12 1, NFRC 0.50 Metal 0.75 W 36.0 15.0 540 Btuh 13 1, NFRC 0.50 Metal 0.75 S 12.0 15.0 180 Btuh 14 1, NFRC 0.50 Metal 0.75 W 18.7 15.0 280 Btuh 15 1, NFRC 0.50 Metal 0.75 W 5.0 15.0 75 Btuh 16 1, NFRC 0.50 Metal 0.75 W 6.0 15.0 90 Btuh Window Total 277.2(sqft) 4158 Btuh Walls Type Omt Ueff. R-Value Area X HTM= Load (Cav/Sh) I Conc BIKI-Iollow -Ext (0.132) 5.0/0.0 211 2.63 655 Btuh 2 Cone Blk,Hollow -Ext (0.132) 5.0/0.0 181 2.63 476 Btuh 3 Conc BIKHollow -Ext (0.132) 5.010.0 162 2.63 426 Btuh 4 Conc Bik,Hollow -Ext (0.132) 5.0/0.0 193 2.63 509 Btuh 5 Conc BlkHollow -Ext (0.132) 5.0/0.0 191 2.63 502 Btuh 6 Conc BIk,HoHow -Ext (0.132) 5.010.0 60 2.63 158 Btuh 7 Conc BlkHollow -Ext (0.132) 5.0/0.0 66 2.63 173 Btuh 8 Conc Bik,Hollow -Ext (0.132) 6.0/0.0 272 2.63 715 Btuh 9 Conc BIKHollow -Ext (0.132) 5.010.0 57 2.63 151 Btuh 10 Conc Blk,Hollow -Ext (0-132) 5.010.0 244 2.63 642 Btuh Wall Total 1637cfft) 4307 Btuh Doors Type Storm Ueff. Area X HTM= Load I Wood-Exterior, n (0.400) 18 8.0 142 Btuh 2 Wood-Exterior, n (0.400) 18 8.0 142 Btuh 3 Wood-Exterior, n (0.400) 20 8.0 160 Btuh Door Total 56qft) 444Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load I Vented Atfic/UTile (0.032) 30.010.0 2032 0.6 1294 Btuh CeilingTotal 2032(sqft), 1294Btuh Floors Type Ueff. R-Value Size X HTM= Load I Stab On Grade (1.180) 0.0 253.0 ft(perim.) 23.6 5971 Btuh I Floor Total 2032 scift 1 5971 Btuh ErwqyGauqe6/USIRM v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 51 NW 110th Street 51 NW 110th Street Miami Shores,PL 33168- Building Type:User 9/6/2012 Envelope Subtotal: 16174 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM-- Natural FM=Natural 0.55 16866 1.00 155.2 3413 Btuh Duct load Average sealed,R6.0,Supply(Att),Retum(Con) (DLM of 0.269) 5275 Btuh All Zones Sensible Subtotal All Zones 24862 Btuh O �COtI 1*Tf ALSO , Subtotal Sensible Heat Loss 24862 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 24862 Btuh 1. Electric Strip Heat 34100 Btuh Key-Window types-NFRC(Requires U-Factor and Shading ooef klent(SHGC)of glass as numerical values) or-Glass as'Clear or Tint'(Uses U-Factor and SHGC defaults) U-(Window U-FadDr) HTM-(ManuaU Heat Transfer Multiplier) Version 8 EnergyGauge®/USRFZB v3.0 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: 51 NW 110th Street 51 NW 110th Street Miami Shores,FL 33168- 9/6/2012 Reference City-Miami, FL Temperature Difference: 16.OF(W8 99%) Humidity difference:58gr. Type` Overhang Window Area(sqft) HTM Load WindoW Panes SHGC U InSh IS Orrd Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.50.0.75 B-L No N I.Oft 2.5ft 13.5 0.0 13.5 15 15 205 Btuh 2 1 NFRC 0.50,0.75 B-L No E I.Oft 2.5ft 24.0 0.0 24.0 17 45 1069 Btuh 3 1 NFRC 0.50,0.75 Ei-L No E 1.0ft 2.5ft 6.0 0.0 6.0 17 45 267 Btuh 4 1 NFRC 0.50,0.75 B-L No E I.Oft 1.5ft 33.3 0.0 33.3 17 45 1485 Btuh 5 1 NFRC 0.50,0.75 B-L No N I.Oft 1.5ft 9.0 0.0 9.0 17 17 149 Btuh 6 1 NFRC 0.50,0.75 B-L No N I.Oft 1.5ft 11.0 0.0 11.0 17 17 182 Btuh 7 1 NFRC 0.50,0.75 B-L No E 1.011 1.5ft 24.0 0.0 24.0 17 45 1069 Btuh 8 1 WRC 0.50,0.75 B-L No S 1.0ft 1.5ft 12.0 12-0 0.0 17 19 199 Btuh 9 1 WRC 0.50.0.75 B-L No S 1.011 1.5ft 18.7 18.7 0.0 17 19 309 Btuh 10 1 NFRC 0.50,0.75 B-L No E I.Oft 1.5ft 24.0 0.0 24.0 17 45 1069 Btuh 11 1 NFRC 0.50,0.75 B-L No S 1.011 1.5ft 24.0 24.0 0.0 17 19 397 Btuh 12 1 NFRC 0.50.0-75 B4- No W I.Oft 1.511 36.0 0.0 36.0 17 45 1603 Btuh 13 1 NFRC 0.50.0.75 B-L No S I.Oft 1.511 12.0 12.0 0.0 17 19 199 Btuh 14 1 NFRC 0.50.0.75 B-L No W 1.0ft 1.5ft 18.7 0.0 18.7 17 45 831 Btuh 15 1 NFRC 0.50,0.75 B-L No W I.Oft 1.5ft 5.0 0.0 5.0 17 45 223 Btuh 16 1 NFRC 0.50,0.75 B-L No W I.Oft 2.5ft 6.0 0.0 6.0 17 45 267 Btuh Excursion 455 Btuh Window Total 277(sqft) 9979 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load CawUmmitt; I Concrete BkHoffow-Ext 0.13 5.010.0 210.8 2.0 416 Btuh 2 Concrete BkHo#ow-Ext 0.13 5.0/0.0 181.0 2.0 357 Btuh 3 Concrete BlkHoflow-Ext 0.13 5.0/0.0 161.9 2.0 320 Btuh 4 Concrete SkMoffm-Ext 0.13 5.010.0 193.4 2.0 382 Btuh 5 Concrete 81k.1-1oflow-Ext 0.13 5.010.0 190.9 2.0 377 Btuh 6 Concrete EUKHogo%v-Ext 0.13 5.010.0 60.0 2.0 118 Btuh 7 Concrete Bik,Hoffow-F)d 0.13 5.010.0 65.7 2.0 130 Btuh 8 Concrete BlkHoflow-Ext 0.13 6.010.0 271.6 2-0 536 Btuh 9 Concrete Bk.Ho#ow-Ext 0.13 5.010.0 57.4 2.0 M Btuh 10 Concrete BkHoffow-Ext 0.13 5.=.O 243.9 2-0 481 Btuh Wall Total 1637(Sqft) 3230 Btuh Doors Type Area(sqft) HTM Load I Wood-Exterior 17.8 12.0 213 Btuh 2 Wood-Exterior 17.8 12.0 213 Btuh 3 Wood-Exterior 20.0 12.0 240 Btuh Door Total 56(sqft) 667 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Ligiffrile 0.032 30.010.0 2032.0 0.92 1877 Btuh Ceiling Total 2032(sqft) 1877 Btuh Floors Type R-Value Size HTM Load I Slab On Grade 0.0 2032(ft-perkneter) 0.0 0 Btuh Floor Total 2032-0(sqft) 0 Btuh Envelope Subtotal: 15752 Btuh EnenjyGaugeOD I USRFZB v3.0 Page 1 Manual J summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP 51 NW 110th Street 51 NW 110th Street Miami Shores,FL 33168- 9/6/2012 Infiltration Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural(Ad sted for ventilation) 0.41 16866 1 116.4 1920 Btuh Intemal Occupants Btuh/occupant Appliance Load gain 5 X 230 + 6700 7850 Btuh Sensible Envelope Load: 25522 Btuh Duct load Average sewed,Suppwwo-Attic),Retum(R&o-c n o (DGM of 0.138) 3524 Btuh Sensible Load All Zones 29046 Btuh EmMyGauge®/USRFZB v3.0 Page 2 Manual J summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP 51 NW 110th Street 51 NW 110th Street Miami Shores,FL 33168- 9/6/2012 OLE4tUt1S1? x Sensible Envelope Load All Zones 25522 Btuh Sensible Duct Load 3524 Btuh Total Sensible Zone Loads 29046 Btuh Sensible ventilation 0 Btuh Blower 250 Btuh Whole House Total sensible gain 29296 Btuh Totals for Cooling Latent infiltration gain(for 58 gr.humidity difference) 4589 Btuh Latent ventilation gam 0 Btuh Latent duct gain 1184 Btuh Latent occupant gain(5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 0 Btuh Latent total gain 6772 Btuh TOTAL GAIN 36068 Btuh 1.Central Central Unit Rheem# 38500 Btuh "Key: Wkxtmv types(Panes-Number and type of paw of glass) (SHGC-Shadarg coef dent of glass as SHGC numerical value) (U-window U-Factor) pnSh-Interior shading device:ndme(No),BlInds(B).Drapedes(D)or Roger Shades(R)) - For Blinds:Assume median color,half closed For Draperies:Assume medium weave,half dosed For Roger shades:Assume translucent,half dosed (IS-Insed screen:none",Full(F)or Half A)) (Omt-compass orientation) Version 8 EnergyGauge®/USRFZB v3.0 Page 3 Residential System Sizing Calculation Summary Project Title: 51 NW 110th Street 51 NW 110th Street Miami Shores,FL 33168- 9/6/2012 Location for weather data Miami,FL -Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb Humidity difference58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer selpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 24862 Btuh Total coolina load calculation 36068 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total(Electric Strip Heat) 137.2 34100 Sensible(SHR=0.75) 98.6 28875 Latent 142.1 W25 Total 106.7 38500 WINTER CALCULATIONS Winter Heating Load for 2032 ft Load com nent Load Ducte ,%) c+7%) Window total 277 sqft 4157 Btuh s Wall total 1637 sqft 4307 Btuh Door total 56 sqft 444 Btuh # _ � Ceiling total 2032 sqft 1294 Btuh Floor total 2032 sqft 5971 Btuh x rmt�a%) Infiltration 155 cfin 3413 Btuh Duct loss 5275 Btuh Subtotal 24862 Btuh DoorScz%) r _, Ventilation 0 clin 0 Btuh TOTAL HEAT LOSS 24862 Btuh Fb-Srz•%r SUMMER CALCULATIONS Summer Cooling Load Vbr 2032 Load component Load Window total 277 sqft 9979 Btuh Wall total 1637 sqft 3230 Btuh Door total 56 sqft 667 Btuh Ceiling total 2032 sqft 1877 BtuhLawt Y.) Floor total 0 Btuh Infiltration 116 cfm 1920 Btuh v*d0 ' ` Internal gain 7850 Btuh Duct gain 3524 Btuh Sens.Ventilation 0 cfm 0 Btuh Slower Load 250 Btuh :3 Total sensible gain 29296 Stuh CeWvEK6%) Latent gain(ducts) 1184 Btuh Latent gain(infiltration) 4589 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaVoccupantatother) 1000 Btuh Total latent gain 6772 Stuh TOTAL HEAT GAIN 1 36068 Btuh EnergyGauge(g)Syste ng 8th Edition PREPARED BY: DATE: EneWGaugeo/USRM Y3.0 NERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index,the more efficient the home. 51 NW 190th Street, Miami Shores, FL, 33168- 1. 316&1. New construction or existing Existing(Projects 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1969.40 ft2 b.N/A R= ftz 3. Number of units,If multiple family 1 c.WA R= fe 4. Number of Bedrooms 4 d.WA R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 2032.00 ft2 6. Conditioned floor area(ft') 2032 b.WA R= ft2 7. Windows- Description Areacp N/A R--11 R ftp a. U-Factor. Sgl,U=0.75 263.67 f12 a.Sup:Attic,Ret Main,AH:Main 6 500 SHGC: SHGC=0.50 b. U-Factor. Dbl,L1=0.75 13.50 its SHGC: SHGC--0.50 12.Cooling systems kBtu1hr Efficiency c. U-Factor. NIA ft2 a.Central Unfi 38.5 SEER:17.00 SHGC: d. r. WA SHGC: 13.Heating systems kBtu/hr Effidency SHGC: Area Weighted Average Overhang Depth: 1.000 ft. a.Electric Strip Heat 34.1 COP:1.00 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 2032.00 its a.Electric Cap:40 gallons EF:0.92 b.WA R= fP b. Conservation features c.WA R= ft None 15.Credits CF,Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed(or exceeded) .yob' sT9�0 in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. an, -•`_�' °„ o Builder Signature: Date: o �° m Address of New Home: City/FL Zip: COD WIE ``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 Bonding Code,Energy Conservation,contact the Florida Bullftg Commission's support staff. *`Label required by Section 303.1.3 of the Florida Building Code,Energy Conservation,if not DEFAULT. EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 51 NW 110th Street Builder Name: Street: 51 NW 110th Street Permit Office: City,State,Zip: Miami Shores,FL,33168- Permit Number. Owner. Jurisdiction: Design Location: FL,Miami 1. New construction or existing Existing(Projecte 9. Wall Types(1969.4 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1969.40 ftz b.WA R= fl2 3. Number of units,if multiple family 1 c.WA R= 112 4. Number of Bedrooms 4 d.WA R= ff2 5. Is this a worst case? No 10.Ceiling Types(2032.0 sgfL) Insulation Area a.Under Attic(Vented) R=30.0 2032.00 ftz 6. Conditioned floor area above grade(Ip 2032 b.WA R= ill Conditioned floor area below grade(fl) 0 c.WA R= f? 11.Ducts R ftz 7. Windows(277.2 sgft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 500 a. U-Factor. Sgl,U=0.75 263.67 ftZ SHGC: SHGC=0.50 b. U-Factor. Dbl,1=0.75 13.50 fe 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC--0.50 a.Central Unit 38.5 SEER-17.00 c. U-Factor. WA ft SHGC: 13.Heating systems kBtuft Efficiency d. U-Factor. WA flz a.Electric Strip Heat 34.1 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.500 14.Hot water systems 8. Floor Types (2032.0 sgfL) insulation Area a.Electric Cap:40 gallons a.Slab-0n-Grade Edge Insulation R=0.0 2032.00 fe b. Conservation features EF:0.920 b.WA R= flz None c.WA R= fF 15.Credits CF,Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 53.62 PASS Total Standard Reference Loads: 67.89 1 hereby certify that the plans and specifi . ns red by Review of the plans and 0�-tuE S� this calculation are in compliance ne specifications covered by this r;; OA Code. calculation indicates compliance with the Florida Energy Code. f ••�, �O PREPARED BY: Before construction is completed DATE: this building will be inspected for O �, compliance with Section 553.908 * o 1 hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. COD WE t OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9/6/2012 9:26 AM ErrergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: 51 NW 110th Sheet Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2032 Lot# Owner. Total Stories: 1 BloddSubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 51 NW 110th Street Permit Office: Cross Ventilation: County: Dade Jurisdiction: Whole House Fan: City,State,Zip: Miami Shores, Family Type: Single-family FL, 33168- New/Bdsting: Fidsting(Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 2032 16865.5996 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2032 16865.6 Yes 5 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tde Wood Carpet 1 Slab-On-Grade Edge insrdatio Main 253 ft 0 2032112 _ 0.75 0 0.25 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tate 2094 ftz 0 ft' Medium 0.96 No 0.9 No 0 14 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2032 ft2 N N CEILING # Celft Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 2032f12 0.11 Wood 9/612012 926 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 10 Well TypeFL-Wifie Et In Ft In Area R--Value Fraction Absor Grade% 1 N Exterior Concrete Block-Int Insul Main 5 26 11 8 4 224.3055 0 0.75 0 2 E Exterior Concrete Block-Int Instill Main 5 33 7 8 4 279.8611 0 0.75 0 3 N Exterior Concrete Block-Int Insul Main 5 21 10 8 4 181.9444 0 0.75 0 4 E Exterior Concrete Block-Int Insul Main 5 26 1 8 4 217.3611 0 0.75 0 5 S Exterior Concrete Block-Int Insul Main 5 26 7 8 4 221.5277 0 0.75 0 6 E Exterior Concrete Block-Int Insul Main 5 10 1 8 4 84.02777 0 0.75 0 7 S Exterior Concrete Block-Int Insul Main 5 13 2 8 4 109.7222 0 0.75 0 8 W Exterior Concrete Block-Int Insul Main 5 36 11 8 4 307.6388 0 0.75 0 9 S Exterior Concrete Block-Int Insul Main 5 8 4 8 4 69.44444 0 0.75 0 10 W Exterior Concrete Block-Int Insul Main 5 32 10 8 4 273.6111 0 0.75 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 0.400000 2 8 6 8 17.77777 2 E Wood Main Norte 0.400000 2 8 6 8 17.77777 3 S Wood Main Norte 0.400000 2 8 6 8 20 fta WINDOWS Orientation shown is the entered,Proposed orientation. Wag Overhang # Omt ID Frame Panes NFRC U-Faclor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Double(Clear) Yes 0.75 0.5 13.5 ft' 1 ft 0 in 2 ft 6 in Drapesiblinds None 2 E 2 Metal Single(Clear) Yes 0.75 0.5 24 ftz 1 ft 0 In 2 ft 6 in Drapesiblinds None 3 E 2 Metal Single(Clear) Yes 0.75 0.5 6 ft' 1 ft 0 In 2 ft 6 in Drapes/blinds None 4 E 2 Metal Single(Clear) Yes 0.75 0.5 33.33333 1 ft 0 in 1 ft 6 in Drapes/blinds None 5 N 3 Metal Single(Clear) Yes 0.75 0.5 9 ft- 1 ft 0 in 1 ft 6 In Drapes/blinds None 6 N 3 Metal Single(Clear) Yes 0.75 0.5 11 ft' 1 ft 0 in 1 ft 6 In Drapes/blinds None 7 E 4 Metal Single(Clear) Yes 0.75 0.5 24 flz 1 ft 0 in 1 ft 6 in Drapes/blinds None 8 S 5 Metal Single(Clear) Yes 0.75 0.5 12 ftz 1 ft 0 in 1 ft 6 in Drapes/blinds None 9 S 5 Metal Single(Clew) Yes 0.75 0.5 18.66666 1 ft 0 in 1 ft 6 in Drapes/blinds None 10 E 6 Metal Single(Clear) Yes 0.75 0.5 24 fe 1 ft 0 in 1 ft 6 in Drapes/blinds None 11 S 7 Metal Single(Clear) Yes 0.75 0.5 24 ftp 1 ft 0 in 1 ft 6 in Drapes/blinds None 12 W 8 Metal Single(Gear) Yes 0.75 0.5 36 ft' 1 ft 0 In 1 ft 6 in Drapestblinds None 13 S 9 Metal Single(Clear) Yes 0.75 0.5 12 ft2 1 ft 0 in 1 ft 6 in Drapes/blinds None 14 W 10 Metal Single(Clear) Yes 0.75 0.5 18.66666 1 ft 0 in 1 ft 6 in Drapes/blinds None 15 W 10 Metal Single(Gear) Yes 0.75 0.5 5 ftz 1 ft 0 in 1 ft 6 In Drapestblinds None 16 W 10 Metal Single(Clear) Yes 0.75 0.5 6 iP 1 ft 0 In 2 ft 6 in Drapes/blinds None 9/612012 9:26 AM 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 0.000500 2664.9 146.30 275.14 0.3450 9.4807 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat Norte COP:1 34.1 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:17 38.5 kBtu/hr 1155 c hn 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use Setprd Conservation I Electric None Main 0.92 40 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None itz DUCTS / —Supply— —Return— Air Percent HVAC# �/ # Location R Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 500 ftz Main 25 ft2 Default Leakage Main (Default) (Default)% 1 1 TEMPERATURES Programable Thermostat Y Cellft Fans: Cool ing [[XX��Apr May Jun Jul [X� ((XX�J Se Oct Nov Dec Hear� Jamin Feb Mar [X] X Jun Jul CXJ Aug LTJ SeP Oct Nov Dec X Dec Venting Jan Feb Mar [[�Xll r ii�Xll Jun Jul [[�xJJ Aug ll�xll Sep 9/6/2012 926 AM ErtergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 rCFooling edule: HERS 2006 Reference Hours 1 2 3 4 5 6 7 8 9 10 11 12 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 g 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) PM 68 68 68 68 68 68 68 68 68 668 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 0 1-Electric Strip Heat 0% 1-Central Unit 902012 9:26 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 51 NW 110th Street PERMIT#: Miami Shores,FL,33168- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,Basketed,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 r/ 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 duds. 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 , r 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 watts 405.2.1 R-19 space permitting. 902012 926 AM ErwgyGauge®USA-RaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 51 NW 110th Street 51 NW 110th Street Miami Shores,FL 33168- Building Type:User 9/6/2012 Reference City:Miami,FL (Defaults) Winter Temperature Difference:20.0 F(MJ8 99%) 10 Window Panes/Type Frame U Orientation Area X HTM= Load 1 2, NFRC 0.50 Metal 0.75 N 13.5 15.0 202 Btuh 2 1, NFRC 0.50 Metal 0.75 E 24.0 15.0 360 Btuh 3 1, NFRC 0.50 Metal 0.75 E 6.0 15.0 90 Btuh 4 1, NFRC 0.50 Metal 0.75 E 33.3 15.0 500 Btuh 5 1, NFRC 0.50 Metal 0.75 N 9.0 15.0 135 Btuh 6 1, NFRC 0.50 Metal 0.75 N 11.0 15.0 165 Btuh 7 1, NFRC 0.50 Metal 0.75 E 24.0 15.0 360 Btuh 8 1, NFRC 0.50 Metal 0.75 S 12.0 15.0 180 Btuh 9 1, NFRC 0.50 Metal 0.75 S 18.7 15.0 280 Btuh 10 1, NFRC 0.50 Metal 0.75 E 24.0 15.0 360 Btuh 11 1, NFRC 0.50 Metal 0.75 S 24.0 15.0 360 Btuh 12 1, NFRC 0.50 Metal 0.75 W 36.0 15.0 540 Btuh 13 1, NFRC 0.50 Metal 0.75 S 12.0 15.0 180 Btuh 14 1, NFRC 0.50 Metal 0.75 W 18.7 15.0 280 Btuh 15 1, NFRC 0.50 Metal 0.75 W 5.0 15.0 75 Btuh 16 1, NFRC 0.50 Metal 0.75 W 6.0 15.0 90 Btuh Window Total 277.2 s 4158 Btuh Watts Type Omt. Ueff. R-Value Area X HTM= Load (Cav1Sh) 1 Conc BIKHollow -Ext (0.132) 5.010.0 211 2.63 555 Btuh 2 Conc Blk,Hollow -Ext (0.132) 5.010.0 181 2.63 476 Btuh 3 Conc BIKHollow -Ext (0.132) 5.0/0.0 162 2.63 426 Btuh 4 Conc Blk,Hollow -Ext (0.132) 5.0/0.0 193 2.63 509 Btuh 5 Conc BIk,Hollow -Ext (0.132) 5.010.0 191 2.63 502 Btuh 6 Conc Blk,Hollow -Ext (0.132) 5.0/0.0 60 2.63 158 Btuh 7 Conc BIKHollow -Ext (0.132) 5.0/0.0 66 2.63 173 Btuh 8 Conc Blk,Hollow -Ext (0.132) 5.0/0.0 272 2.63 715 Btuh 9 Conc BIk,Hollow -Ext (0.132) 5.010.0 57 2.63 151 Btuh 10 Conc BIKHollow -Ext (0.132) 5.010.0 244 2.63 642 Btuh Wall Total 1637 s 4307 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood-Exterior, n (0.400) 18 8.0 142 Btuh 2 Wood-Exterior, n (0.400) 18 8.0 142 Btuh 3 Wood-Exterior, n (0.400) 20 8.0 160 Btuh Door Total 56 s 444Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/LITIle (0.032) 30.010.0 2032 0.6 1294 Btuh Ceiling Total 2032 s 1294Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 253.0 ft(perim.) 23.6 5971 Btuh Floor Total 2032 sqft 1 5971 Btuh EneWGaugeO/USRFZB N3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 51 NW 110th Street 51 NW 110th Street Miami Shores,FL 33168- Building Type:User 9!6/2012 Envelope Subtotal: 16174 Btuh Infiltration Type Wholehouse ACH Volume(cuit) WalfRatio CFM= Natural 0.55 16866 1.00 155.2 3413 Btuh Duct load Average sealed,R6.0,Supply(Att),Return(Con) (DLM of 0.269) 5275 Btuh All Zones Sensible Subtotal All Zones 24862 Btuh s Y'N� anC .. Subtotal Sensible Heat Loss 24862 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 24862 Btuh 1.Electric Strip Heat 34100 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coeitident(SHGC)of glass as numerical values) AML or-Glass as Uwe or T (Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(Manuaid Heat Transfer Multiplier) Version 8 FnergyGauge®/USRFZB v3.0 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: 61 NW 110th Street 51 NW 110th Street Miami Shores,FL 33168- 916/2012 Reference City-Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference:58gr. --3 Type' Overhang Window Area(sqft) HTM Load Wind[OW Panes SHGC U InSh IS Ornt Len Ho Gross Shaded Unshadet Shaded Unshaded 1 2 NFRC 0.50.0.75 B-L No N I.Oft 2.5ft 13.5 0.0 13.5 is 15 205 Btuh 2 1 NFRC 0.50,0.75 B-L No E I.Oft 2.5ft 24.0 0.0 24.0 17 45 1069 Btuh 3 1 NFRC 0.50,0-75 B-L No E 1.0ft 2.5ft 6.0 0.0 6.0 17 45 267 Btuh 4 1 NFRC 0.50,0.75 B-L No E I.Oft 1.5ft 33.3 0.0 33.3 17 45 1485 Btuh 5 1 NFRC 0.50,0.75 B-L No N 1.0ft 1.5ft 9.0 0.0 9.0 17 17 149 Btuh 6 1 NFRC 0.50.0.75 B-L No N I.Oft 1.5ft 11.0 0.0 11.0 17 17 182 Btuh 7 1 NFRC 0.50,0.75 B-L No E 1.0ft 1.5ft 24.0 0.0 24.0 17 45 1069 Btuh 8 1 NFRC 0.50,0.75 B-L No S 1.011 1.5ft 12-0 12.0 0.0 17 19 199 Btuh 9 1 WRC 0.50.0-75 B-L No S I.Oft 1.5ft 18.7 18.7 0.0 17 19 309 Btuh 10 1 NFRC 0.50,0.75 B-L No E I.Oft 1.5ft 24.0 0.0 24.0 17 45 1069 Btuh 11 1 NFRC 0.50,0.75 B-L No S 1.0ft 1.5ft 24.0 24.0 0.0 17 19 397 Btuh 12 1 NFRC 0.50.0.75 B-L No W 1.0ft 1.5ft 36.0 0.0 36.0 17 45 1603 Btuh 13 1 NFRC 0.50,0.75 134- No S I.Oft 1.511 12.0 12.0 0.0 17 19 199 Btuh 14 1 NFRC 0.50.0.75 B-L No W I.Oft 1.5ft 18.7 0.0 18.7 17 45 831 Btuh 15 1 WRC 0.50.0-75 B-L No W I.Oft 1.5ft 5.0 0.0 5.0 17 45 223 Btuh 16 1 NFRC 0.50,0.75 B-L No W 1.011 2.5ft 6.0 0.0 6.0 17 45 267 Btuh Excursion 455 Btuh Window Total 277(sqft) 9979 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load CaulSheath I Concrete BkHollow-E)d 0.13 5.010.0 210.8 2.0 416 Btuh 2 Concrete BkHoffow-Ext 0.13 5.010.0 181.0 2.0 357 Btuh 3 Concrete BtkHoffew-Ext 0.13 5.010.0 161.9 2.0 320 Btuh 4 Concrete BkHoffow-Ext 0.13 5.0 .0 193.4 2.0 382 Btuh 5 Concrete BkHoUaw-Ext 0.13 5.O/O.0 190.9 2.0 377 Btuh 6 Concrete BkHoffow-Ext 0.13 5.010.0 60.0 2.0 118 Btuh 7 Concrete 131k.1-follow-Ext 0.13 5.010.0 65.7 2.0 130 Btuh 8 Concrete Bik.Hoflow-Ext 0.13 500.0 271.6 2-0 536 Btuh 9 Concrete SkHollow-EXI 0.13 5.OM.O 57.4 2-0 M Btuh 10 Concrete BkHollow-Ext 0.13 5.010.0 243.9 2.0 481 Btuh Wall Total 1637(sqft) 3230 Btuh Doom Type Area(sqft) HTM Load I Wood-Exterior 17.8 12.0 213 Blah 2 Wood-Exterior 17.8 12.0 213 Btuh 3 Wood-Exterior 20.0 12.0 240 Btuh Door Total 56(sqft) 667 Btuh Ceffings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented ANdUghYrUe 0.032 30.010.0 2032.0 0.92 1877 Btuh Ceiling Total 2032(sqft) 1877 Btuh Floors Type R-Value Size HTM Load I Slab On Grade 0.0 2032(11-perimeter) 0.0 0 Btuh Floor Total 2032-0(sqft) 0 Btuh Envelope Subtotal: 15752 Btuh EnergyGauge@ I USRFZB v3.0 Page 1 Manual J summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP 51 NW 110th Street 51 NW 110# Street Miami Shores,FL 33168- 9/6/2012 InfiNration Type Average ACH Volume(cuft)Wan Ratio CFM= Load Natural(Ad'usted for ventilation) 0.41 16866 1 116A 1920 Btuh Internal Occupants Btuh/occupant Appliance Load in 5 X 230 + 6700 7850 Btuh Sensible Envelope Load: 25522 Btuh Duct load Average sealed,supp"%.o Attic),Retum(m.G4CWW) (DGM of 0.138) 3524 Btuh Sensible Load All Zones 29046 Btuh EneWGaugeo/USRFZB v3.0 Page 2 Manual J summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP 51 NW 110th Street 51 NW 110th Street Miami Shores,FL 3316& 9/6/2012 Sensible Envelope Load All Zones 25522 Btuh Sensible Duct Load 3524 Btuh Total Sensible Zone Loads 29046 Btuh Sensible ventilation 0 Btuh Blower 250 Btuh Whole House Total sensible gain 29296 Btuh Totals for Cooling Latent infiltration gain(for 58 gr.humidity difference) 4589 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1184 Btuh Latent occupant gain(5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 0 Btuh Latent total gain 6772 Btuh TOTAL GAIN 36068 Btuh 1.Central Unit Rheem# 38500 Btuh *Key: Window types(Pans-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) pnSh-Interior shat mg device:none(No),BlInds(B),Draperles(D)or Roger Shades(R)) - For Blinds:Assume medium color,half dosed For Draperies:Assume medium weave,half dosed For Roger shades:Assume translucent,half dosed ' (IS-Insect screen:none",Fuil(F)or HOCA)) - (Omt-compass orientation) Version 8 EnergyGauge®/USRFZB v3.0 Page 3 Residential System Sizing Calculation Summary Project Title: 51 NW 110th Street 51 NW 110th Street Miami Shores,FL 33168- 9/6/2012 Location for weather data Miami,FL -Defaults: Latitude(25.82) Ardttude(7 ft.) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb Humidity difference58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 24862 Btuh Total coolina load calculation 36068 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total(Electric Strip Heat) 137.2 34100 Sensible(SHR=0.75) 98.6 28875 Latent 142.1 9625 Total 106.7 38500 WINTER CALCULATIONS Winter Heating Load for 2032 ft Load component Load o„�m%) rM ,7%) Window total 277 sqft 4157 Btuh y Wall total 1637 sqft 4307 Btuh Door total 56 sqft 444 Btuh Ceiling total 2032 sqft 1294 Stuh 3: Floor total 2032 sqft 5971 Btuh �u, Infiltration 155 cfm 3413 Btuh `�r1a%) Walso 7%) Dud loss 5275 Btuh Subtotal 24862 Btuh � Ventilation 0 dTn 0 Btuh TOTAL HEAT LOSS 1 24862 Btuh Fl°°,SCz`%) SUMMER CALCULATIONS Summer Cooling Load for 2032 Load component Load Window total 277 sqft 9979 Btuh Wall total 1637 sqft 3230 Btuh Door total 56 sqft 667 Btuh Ceiling total 2032 sqft 1877 Btuh * � Floor total 0 Btuh Infiltration116 clin 1920 Btuh " ? 'f Internal gain 7850 Btuh � Dud gain 3524 Btuh " r Sens.Venblation 0 cfm 0 Btuh Blower Load 250 Btuh Total sensible gain 29296 Btuh � t CeWnV9 ) Latent gain(ducts) 1184 Btuh Latent gain(infiltration) 4589 Btuh Latent gain(ventilation) 0 Btuha°°' ' ti,e.c,s,s3 Latent gain(intemailoocupants/other) 1000 Btuh Total latent gain 6772 Btuh TOTAL HEAT GAIN 36068 Btuh EnengyGauge@ Syste S 8th Edition PREPARED BY: e: f DATE: EneWGauge®/USRFZB v3.0 M,M N MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMrrTING,ENV[ ,' 9 'Y 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/pera/ ES Windows,LLC 10653 N.E.Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade.-County PERA- Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance.purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 111500 Aluminum Fixed Window--L.M.I. APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.1.)", sheets 1 through 7 of 7, prepared by AI-Farooq Corporations, dated 07/31/03 with revision"E" dated 12/09/11, signed and sealed by Javad Ahmad,P. E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an -_ c s s, d =[p �?��of_e ses shall automaticall terminate this NOA. Failure to co ��sr-ctio�� Vs�a�l%e` cause for termination and removal of NOA. ADVERB AWi Nthi_i' 1CoWigb'�e'r preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed•i�a#y�e ' ing literature. If any portion of the NOA is € 11tz11> te�41,iw"flifi This sub �� p r dr Ont.'s Accuracy r.+ c e p t Id��Tr) 1 nA� '°df . dire sly Prvaded to the user by the manufacturer or its r.; , p e tai bµto�i acrd r' lube a�+�" a 1' or'rr �e�tr8n fit,la b(6a 1t the request of the Building Official. ;n;truc s�jNQAaffrc�ePN®Ai'W b8 rrr. t c 04-bimpage 1,evidence pages E-1 and E-2,as well as jove®, rCsprjW 0*nfttW d0Kiff"tion was reviewed by Jaime D. Gascon,P.E. Raiected �fiaJ115tal:o6'i A4i e and Resubmit NOA No.124223.41 Ike • • ► wry ' 1ZExpiration Date: November 06,2013 0/,(0--tz Approval Date: May 17,2012 W Page 1 E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 08-0417.06, 06-0308 05 and 03-0910.01) 2. Drawing No. W03-57,titled"Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, prepared by Al-Farooq Corporations, dated 07/31/03 with revision "E dated 12/09/11,.signed and sealed by Javad Ahmad,P.E. B. TESTS ` 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Large Missile Impact Test per FBC,TAS 201-94 4) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5339,dated 02/11/08,signed and sealed by Michael R. Wenzel,P.E. (Submitted under previous NOA No. 08-0417.06) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) 'Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5054,dated 10/03/06,signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 06-0308.05) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.'s FTL- 3810,FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03, all signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 030910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 12/12/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 Jaime D.Gas' n,P.P. Product Control Section Supervisor NOA No.12-0223.41 Expiration Date: November 06,2013 Approval Date: May 17,2012 E-1 E S Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/2010,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/2011,expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010,dated 12/08/11,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fenestration Testing Laboratory,Inc., dated 06/15/10,signed and sealed by Jorge A. Causo,P.E. 3. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P. E. 4. Laboratory compliance letter for Test ReportNo. FTL-5339, issued by Fenestration Testing Laboratory, Inc.,dated 02/11/08,signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No.08-0417.06) 5. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration ° Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmimdo Largaespada,P. E. (Submitted under previous NOA No.06-0308.05) 6. Laboratory compliance letter for Test Reports No.'s FTL-3810, FTL-3819 and FTL- 3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03,all signed and sealed by Joseph C. Chan,P. E. (Submitted wader previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 08-0417.06, issued to ES Windows, LLC, for their Series "1500 Aluminum Fixed Window - L.M.I:', approved on 06/05/08 and expiring on 11/06/13. x Jaime D,Gascon,P.E. Product Control Section Supervisor NOA No.12-0223.41 Expiration Date: November 06,2013 Approval Date: May 17,2012 E-2 e•MAX. Ta'MAX. FALSE MUNTINS FROM ENDS A HFAD/SILL (SURFACE �) E m O F - � C �IIL II N� IQs �I 11 ii ii 0 a1�`8 WINDOW WINDOW WIDTH WIDTHim I II Ei z I I L J 3 DA.OPG. WINDOW WIDTH WN, 46"_ DOW W�TFI Ir "�I . Z WINDOW Wront $z it I I I I TYPICAL ELEvanoN ' C-4 L— —J SERIES-1500 ALUMINUM FIXED 11INDOlP g APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE WINDOW WlOTH_.I I WINDOW WIDTH ANDOW WIDTH COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER 8 I I MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DARE COUNTY ——— r APPROVED MULLIONS IN BETWEEN. o LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL / I WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS L J SHOWN ON SHEET 3. m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o>3=8 WINDOW I I WINDOW WIDTH WINDOW WIDTH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. f1UIRED. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOTII. ?75 Lonos io THE STRUCTURE.ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS \\ �" 'i EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. FiJ1.PE 7TIS84 $ RICH R OR LOADING CONDRION N SH IN S '!�. 1 the Ptm a — 0 ING S OT OWN THESE DETAILS ARE NOT PART QF THIS APPROVAL .4d ri A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. droving no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATIodwx „„,,, VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �C ..� ��' . W03-57 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ��•L!',�(•,1 \ sheet 1 of 7 1/8"ANN.CLASS SIUCONE SILICONE 090'INTERLAYER %*DOWING 795/983 *l*Wma 795/983 BUTACITE PV8 BY'DUPONf 1/B'ANN.GLASSSILICONEDOW CORNING 795/983 ADHESIVE 6 FOAM TAPEcy g� r I 1 5/18" LAM. GLASS 7/L6" LAM. GLASS a 5 ALT: GLAZING OPTIONS SQUARE GLAZING STOP CAN BE USED WITH ALL �{; M GLASS TYPE 'A' GLASS TYPES SHOWN ON THIS SHEET. J 0 a� f � 3/18"ANN.LUSS 3/18"ANN.GLASS .J_. .090'INTERLAYER 090'INTERLAYER SENTRYGLAS BY'DUPONT' BUTACITE PVS BY'MMONT' 3/18'ANN.GLASS 3/18'ANN.GLASS S=ONE SILICONE E+ DOW CORNING 795/983 DOW CORNING 795/983 3 ffi ADI ADHESIVE 6. is ii FOM TAPE 51 g, FOAM TAPE M yaT 1 OP110 1 11 S Z e�R jl 11 i it .I � � Nog o �in2 S 5 GLASS TYPE 'B' GLASS TYPE '111' c b 3/18'HEAT STREN'D.GLASS 3/18"HEAT STREN'0.GLASS 5/32'HEAT STREN'D.GLASS a .080'INTERLAYER .080'INTERLAYER .090'INTERLAYER SENTRYGIAS BY'DUPONT' SUTACRE PVB BY'--NT* BUTACITE PVB BY'DUPONY 3/16'HEAT S1REN'0. GLASS 3/16'HEAT STREWD.GLASS 1/4'HEAT STREN'D.GLASS g SIUC0NE SILICONE SILICONE ;� �1 DOPY CORNING 795/983 � L.I DOW CORNING 795/883 � LI.I DOW CORNING 795/883 $ ADHESIVE Z $1 ADHESIVE 2 ffi FOAM TAPE m 6• ii is FOAM TAPE ii. FOAMTAPE _ OPTIC I •t 1t i! 1! � , 70892 1 ii 1! i i it i iii \CANbB � IBRE 8 k � c 4ts am .45 dr0xnngn0.•,x$11: : i a.'in� �calwl W03-57 CLASS TYPE 'C' GLA93 TYPE 'Ci' GLASS TYPE 'C2' \` sheet 2of 7 .. DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY -PEP �L� 'C' ANCHOR TVIBB'A'& ANCHOR TIM'8'&'C' ANCHOR TYPE'S'A'&'C' ANCHOR TYPE1'B'&'C' GId88 TYPE MAW TYPIC MAW TYPES G=TYPE GLASS rim MASS TYPES CLARE TYPE Class TYPES C41M TYPES GLASS TYPE Of TYPES GIA S9 TYPES WINDOW DIMS. 'A' 'B'&'B1' 'C','CI'&'Cd' 'A' 'B'&'EI' 'C','C1'&'Cw WINDOW DIMS. 'A' '8'&'B1' 'C','Cl,&'C2' 'A' 'B'&'B1' V.'C1'&'C2' MOTH HET9Nf EXL(+) INT.(-) M.(+) INT.(- OCT.(+) INT.(-) EXr.(+) iNT.(-) EXT.(+) INT.(-) EXr.(+) INT.(-) WIDTH HEIGHT ENR.(+) INT.(-) IXI'.(+) INT.(-) EXL(+) INT.(-) IXf.(+) INT.(-) EXI.(+) INT,{-) EXT.(+) INT.(-) O kk 18• 70.0 70.0 70.0 90A 70.0 80.0 70.0 70.0 70.0 90.0 70.0 EMO 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 80.0 70.0 80,0 24° low - - 70.0 72.0 70.0 72.0 - - 70.0 904 70.0 80.0 30" 57.8 57.8 57.0 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 804 30' - - - - 57.6 57.6 - - - - 70.0 00.0 36• 48.0 41L0 41.0 4&0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 38' - - - - 48.0 48.0 - - - - 70.0 80.0 f� 42' �• 48.0 4&0 484 4&0 48.0 48.0 7o.0 70.0 70.0 90.0 70.0 60.0 18' 562 58.2 70.0 90.0 70.0 80.0 50.2 56.2 70.0 90.0 70.0 $0.0 �•G d 48' 48.0 4&0 48.0 4&0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 8D.O 24' - - 70.0 72.0 70.0 72.0 - - 70.0 9o.0 70.0 80.0 $ n u' 48.0 4&0 48.0 4&0 48.0 4&0 70.0 70.0 70.0 90.0 70.0 80.0 30° 120, - 70.0 80.0 80' 48.0 a&a 48.0 48.0 48.0 4&0 67.3 67.3 70.0 90.0 70.0 60.0 36• - - - - 48.o a&o - - - - 70.0 g0.o a Q 1H' 70.0 70.0 704 90.0 70.0 MO 70.0 70.0 70.0 no 70.0 80.0 g oY 1. DESIGN LOAD CAPAfxTY-PEP dD 24° 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 i ANCHOR TYPES'A'&'C' ANCHOR TYPBO'B'&'C'd0' 67.0 67.0 57.6 57.8 48M 57.8 70.0 70.0 70.0 90.0 70.0 80.0 GLASS TYPE GLASS TYPES GLASSTYPRS GLASS TYPE GLASS TYPES GLASSTYPES z38' 48.0 4&0 48.0 48.0 48A 4&0 70.0 70.0 70.0 90.0 70.0 �.041' WINDOW DIMS. 'A' 'B'&'Bl' 'C','Cl'&'C2' 'A' 'B'&'Bl' 'C','Cl'&'C2' I a 42• 4161 41.1 41.1 47.1 41.1 41.1 80.0 60.0 70.0 90.0 70.0 80.0 WIDTH HEIGHT EXT.(+) INT.(-) M(+) l INT.(-) EXI'.(+} INT.(-) OR.(+) INT.(-) EXL(+) INT.(-} EXT.(+) 1NTj-) C 48' - - 38.0 38.0 38.0 38.0 - - 70.0 80.0 70.0 80.0 lg_1/g• 70.0 70.0 70A 80.0 70A 70.0 70.0 90.0 70.0 BOA 38.0 38.038.0 3&0 - - 70.0 90.0 70.0 BO.0 26-1/2• 70.0 70.0 70.0 50.0 70.0 70.0 70.0 90.0 70.0 80.0 6o• 38.0 36.0 384 36.0 - - 70.0 90.0 70.0 80.0 3Y 28' 88S 8&S BB.S 86.5 70.0 70.0 70.0 90A 70A 80.016' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70A 90.0 70.0 60.0 ' 6&S 8&5 B6S B0S 70.0 70.0 70A 80.0 700 80.0 T4' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 704 B&0 70.0 80.0 5}1/8• B5.5 BB.S 1 88S 88.8 70.0 70.0 70.0 90.0 78&030' 57.6 87.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 19-7/8' T0.0 70.0 70.0 80.0 70A 704 70.0 90A 70.0 80.0 sip �S 38• 48.0 48.0 48.0 4&0 48.0 4&0 67.3 67.3 70.0 90.0 70.0 80.0 GO' 26-1/2' 552 652 65.2 652 652 65.2 70.0 70.0 70.0 90.0 70.0 80.0 } 42' - - 41.1 41.141.1 41.t - - 70.0 90.0 70.0 HMO 37' 38-3/8' 411.7 46.7 46.7 46.7 48.7 46.7 68.1 68. 90. 1 70.0 0 70.0 80.0 4A' - - 38.0 38.0 36.0 36.0 - - 70.0 90.0 704 no 48• 45.0 45.0 45.0 45.0 45.0 45.0 88.7 65.7 70.0 90.0 70.0 =0 z J S4• - - - - 32.0 32.0 - - - - 822 71.1 53-1/8• 45.0 45.0 4&0 45.0 45A 45.0 65.7 GS.7 70.0 90.0 70.0 SMA M 60' - - - - 28.8 28.8 - - - - 56.0 84.0 19-1/8' 70.0 70.0 70.0 90.0 70.0 60.0 70.0 70.0 704 90.0 70.0 80.0 3 N'- 18' 70.0 70.0 70.0 SOM 70.0 SMO 70.0 70.0 70.0 90.0 70.0 80.0 25-1/2' 65.2 652 6&2 65.2 652 65.2 70.0 70.0 70.0 90.0 70.0 80.0 24° 70.0 70.0 70.0 724 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 37' 50-5/8° 46.7 46.7 4&7 46.7 46.7 4&7 88.1 88.1 70.0 90.0 70.0 80.0 Z 30' 57.6 57.6 57.6 87.6 57.6 57.6 04.2 642 1 70.0 90.0 70.0 80.0 48' - - 38.0 38.0 38A 38.0 - - 70.0 90.0 70.0 SMO yj 38' 2972' - - 48.0 48A 4&0 48.0 - - 70.0 80.0 70A 80.0 53-1/8• - - 34.1 34.1 34.1 34.1 - - 8&4 65.3 66.4 75.9 &+ Vl N 42• - - - 41.1 41.1 - - - - 70.0 mo 19-1/8' 70.0 704 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70A 80.0 � W uNl m 48• - - - - 36.0 36.0 - - - - 70.0 t�.0 2G-1/2• 652 65.2 65.2 652 652 652 70.0 70.0 70.0 90.0 70.0 80.0 0 Ile - - - - 32.0 32.0 - - - - 82.2 71.1 37' 58• 4&7 48.7 4&7 46.7 46.7 46.7 68.1 B&1 704 90.0 70.0 80.0 6D• - - - - 28.8 28.8 - - - - 56.0 64.0 1. _ _ 3&0 36.0 38.0 36.0 - - 70.0 90.0 70.0 60.0 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 53-1/8' - _ _ - 32.5 32.5 - - - - 632 72.3 8 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 19_1/8• 70.0 70.0 70.0 90.0 70.0 60.0 70.0 70.0 704 90.0 70.0 80.0 Q 30' - - 57.6 57.8 57.6 57.8 - - 70.0 90.0 70.0 80.0 28_7/2• 65,2 &42 65.2 652 65.2 652 70.0 70.0 70.0 90.0 704 80.0 0 36' - - - - 46.0 48.0 - - - - 70.0 SOA 37' 83' - - 4&7 46.7 46.7 46.7 - - 70A 90.0 704 80.0 ' 42• - - - - 41.1 41.1 - - - - 70.0 60.0 48' - - - - 36.0 3&0 - - - - 70.0 80.0 48• - - - - 39.0 36A - - - - 70.0 80.0 53-1/g• _ _ _ - 32.5 32.5 - - - - 632 72.3 C j 18' 70.0 70.0 70.0 90.0 70.0 80A 70.0 704 70.0 90A 70.0 89.0 19_1/8• 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 Sao 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 28-1/2' 952 952 952 882 8&2 BS2 70.0 70.0 70A 90.0 70.0 80.0 ]0' - - 57.6 57.6 57.8 $7.6 - - 70.0 90.0 70.0 60.0 w 90' 37' 74--1/4' - - 48.7 48.7 4&7 48.7 - - 70.0 90.0 70A 80.0 O 38' - - - - 48.0 484 - - - - 70.0 80.0 ,Ng• _ - - - 39.0 36.0 - - - - 70A 80.0 °�O$ 42• - - - - 41.1 41.1 - - - - 70.0 80.0 m o 53-1/8• - - - - 325 32S - - - - 832 72.3 4'S• - _ - - 36.0 38.0 70.0 80.0 0 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.070.0 80.0 r^---w-� 24' - - 70.0 72.0 70.0 72.0 - - 70. L E"9•� 0 90.0 70.0 80.0 VA A IAD• � O 30' 96• - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 CK, 48.0 41.0 - - - - 70.0 80.0 CAN. 882 - P1f UCIpmwSbEVISED wide L -gg 42' - - - - 41.1 41.1 - - - - Tao 80.0 . $� �i%% NO�' t '+ Godo J NOTE: drawing no. GLASS CAPACITIES ON THIS SHEET ARE DEC ' uct W03-57 BASED ON ASTM E1300-04 SEC. COSTS (MOTH AND LENGM DIMENSIONS CAN BE ORIEWO 3 . ( VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. - sheet 3 O/ 7 TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, V FOR SP MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM iBY Lac AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z woo0 O " E° '^ pg METAL TYPICAL ANCHORS: SEE ELEV.FOR sPACING STRUCTURE M1I Ed rg TYPE 'A'- 'i/16" DIA ULTRACON BY 'ELCO'(Fu=177 KSI.Fy-155 KSt) Ed INTO 25Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD 4 O THRU 1BY BUCKS INTO CONC. OR MASONRY' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY QQ oft � � DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 0 4�$ 3 OPTIONAL TYPICAL.ANCHORS TYPICAL ANCHORS 3/16" TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 10 2 SEE R LL FOR ANG FOSIG INTO METAL STRUCTURES 6 STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) tzl ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) MIAMI—DARE COUNTY APPROM (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t MULLION k MULLION ANCHORS >1 SEE SEPARATE NOA TYPE 'B'- 1/4" DIA ULTRACON BY 'ELCO (Fw177 KSI,Fy-155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES ffi 1-3/8" MIN. PENETRATION INTO WOOD y^t THRU 1BY BUCKS INTO CONIC. OR MASONRY } avS 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a m M �t oCV^ 5 O TYPICAL ANCHORS 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � (]n M 4 W �SPACING INTO METAL STRUCTURES Z 3 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) i Z T I ALUMINUM : 1/8" THK. MW. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) „ 4)(4 N TYPE 'C'- A18 SMS OR SELF DRILLING c_GREWS (GRADE 2 CRs) o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") q Ed a ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/8" MIN. d INTO WOOD STRUCTURE = 1" MIN. c ` INTO METAL STRUCTURE a 1/2' MIN. TYPICAL ANCHORS CONCRETE AT HEAD, SILL OR JAMBS Pe = 3000 PSI MIN. 5 P 11,111 FOR p C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 3 m ` SEA.LMT: a > a O 2 L 9 u 1 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Q m u=W BWHITE/ALUM COLOR SILICONE. o 4 L 8 ' �° ." a •. y.. Ik ` 2 TsiTCI'RBVL98D o " 6 a ° thftFloas 12-0 �I5 ' °TYPICAL ANCHP.. • 0l3 e � ORS G D ��)t tlrowing no. ^ Ed `Ea Pmdaa 1 W03-57 sheat 4of 7 • rm PART/ QUAWM DESCIUMON MATERIAL MANF./SUPPII6B/RBMAM (LY 1 ES5001 4 WINDOW FRAME 0083-T5 - 2 ES1008 OPTIONAL GLAZING STOP 8003-TB - 2A EST 103 4/WOW. GLAZING STOP(8/18'MASS) 8083-T5 - O 28 ES1017 4/WON. GLAZING STOP(7/18•GLASS) 8083-TS - 3 ES8002 4 FRAME COVER(OPTIONAL) 6063-TS - ;:�E- 1 4 BO X 1' AS REDD. ASSEMBLY SCRETIS CRS PH SMS O H 5 27-372 2/LITE SETTING BLOCK EPOM 7/,8'X 3/16-X 3-1/2'LONG 6 081010 DPTK)NN. GLAZING WEDGE SOFT PVC DUfOIETEA 70 SHORE'A' 6.1 ESC013 OPTIONAL QLAZNO WEDGE SOFT PVC OLIROMEIER 70 SHORE BA 27-425 4/WOW. GLAZING GASKET EPOM DIIROMETER 60 SHORE'A' h TYPICAL ANCHORS 7 ES1505 - FUM FRAME ADAPTER BO83-TS CPT"& SEE ELEV.FOR SPACING I a O v+• TYPICAL ANCHORS '/ SEE E SHIM SHIMS . FOR SPACM - 18Y 1/4°MAX. WOOD BUCKS SHIMFE•� o e., v jl a METAL STRUCTURE TYPICAL ANCHORS cSEE im. '.W • FOR SPACING Q 1p 2 EXTERIOR a 4 ~� D.L.OPG. C# tit. i Z WINDOW WIDTH VJN�� Li Tx- 0g MM-DADS COUNT $ APPR,D MUUJDN Y SEE SEPARATE NOA TYPICAL ANCHORS k SEE ELEV.FOR SPACING ` $3 _ 1 _'Jf Il• - amu m u c O EM1pn iAVAD I;..MAD I u _ WINDOW WIDTH WINDOW tWDTH �•��p{' 2 Ravam ��f• S C 3 \•C.A.tJ.6U38 6am*h*w64 aw Ftwma �\v � •�� 9 3i - drawing no. r. PmduaCadreg W03-57 ,� ', sheet gof 7 2.330 TYPICAL ANCHORS �V ` TYPICAL ANCHORS SEE ELEV.FOR SPACING FF .821 SEE 4.E FOR SPACING.700 p-.32S ' METAL MULLNN�OE tAl1W ANCHORS Z .082 T— s• ..s Ed SfRI1CTURE SEE SEPARATE NOA C 1.000 .0t)D .603 050 Ed • EO F s .813 .837 N 1.134-d � 7A.NCHOFtS 7 •a FRAME SQUARE GLAZING STOPOdALT. 8 li a7SEE EL / FORSPApNG 4,7203 GLAZING STOP (OPTIONAL) SQUARE GLAZING STOP .733 1/4"MAY ALT. Y .877 M7 SHIMS 7 J m J W e e > A43 I I d •+i .886 i� � _ � i��M Oj z n FRAME COYER (OPTIONAL) °.°s . :� z 10 S N Ln .328 .224 ...y • .4¢3 .36. TYPICAL O I I s JI_ II_� • CHORS SEE ELEV. ACING 260 .116F GLAZING WEDGE (OPnONAL) e.1 SCALE 1:1 2.190 fi 91�11 v.082 110 .770 .600 C Ig$�' O FLUSH FRAME ADAPTER © ' INSTAL L&TION DETAILS WITH FLUSH FRAME ADAPTERBVZSBD R °I T. L.788 F(�• y� 3 Ed i2= q-� a 0.142 ` �. jj� ALUM CORNER LOCK TYPICAL ANCHORS W03-57 ( � D .r.pluPl O (6063—T8) SEE ELEV.FOR SPACING ... sheet 6 of 7 4 ��u ' -N Z 0 STRAPg i I W//((2)SCREWSALUM / I I AT EACH LEG 8 AY ) STRAP `f' A Cffi I a bALUM STRAP ALUM STRAP if o A4 /•/• W�(4)SOWS .�, A EACH STRAP \ 4k ALUM CORNER LOCK W/ 4 BREWS S AT N5,0EQ� 0 RECT. OR SQUARE WNDOWS RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS C pp4 TYPICAL CORNER DETAILS �g IoW t( I ,x592 DUCTRBVISID 8 wK6 tho 1=I & wcoNooK- lomaw 20 t t. 2.2��; Browing no. r t W03-57 • 4 � ,A I' MIAMI- MIAMI-DADE COUNTY,FLORIDA CSW PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegyv/uera/ ES Windows,LLC 10653 NE Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami--Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. t DESCRIPTION:Series 112000/2050"Aluminum Horizontal SIiding Window-L.MIL APPROVAL DOCUMENT: Drawing No.W03-75,titled"Series-2000/2050 Alum. Horiz. Sliding Wdw. (L.M.I)", sheets I through 9 of 10, dated 08/27/03 with revision"G"dated 05/15/12, prepared by AI-Farooq rb Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County i Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LIMITATIONS: Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia,models/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufac ur4h:rTip=ses hrt or process.Misuse of this NOA as an endorsement of any pr vv la shall automatically terminate this NOA. Failure to c = Gti'on oft ;�'�A, a be cause for termination and removal of NOA. ADVER :' eTlt)A number preceded by the words Miami-Dade County, Florida, and followed by the expiration dot rayoelid�itethd+ t"sing literature. If any portion of the NOA is Thi 3ud1R d0theib a9F1��0 ne jp1t urrents. Accur�" ever► i n oro eptlDiSPl3C 11 : ,�►.�opy itoBtire 1 �1`�haA r roytded to the user by the manufacturer or its 1 11 r.c r� �,!edi$> it ors R Fh%"We fol:4ispeatbrRit 4$$ �at,fhe request of the Building Official. cor stPg liPNOAeTC A 9A11q y00eW&06f �oti�i�Y sf� is page 1, evidence pages E-1, E-2 and E-3, as coo rlir� e�rasa �rtdt� mentioned above. the r9� lbie &cumentation was reviewed by Jain e D.Gascon,P.E. �' couiu rrNOA No.12-0223.46 •• , Q R,-vise apd R"Wbrnit Expiration Date: November 06,2013 alae cor.r..�l .(yApproval Date: May 24,2012 r -foPage 1 ,. 3lttal No. l� ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-0910.02, 07-092813, 08-0527.13 and 09-1008.06) 2. Drawing No. W03-75, titled "Series-2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.I)",sheets 1 through 9 of 10,dated 08/27/03,with revision"G",dated 05/15/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "A A" sliding window, Grade 10, Level LV 1 per ASTM F 588-04/ 07 and per FBC 2411.3.2.1, TAS 202-94 along with marked up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI,-5811,dated 02/16/09,signed and sealed by Michael R. Wenzel,P.E. (Submitted under previous NOA No. 09-1008.06) 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "A-A" sliding window, Grade 10, Level LV 1 per ASTM F 588-04/ 07 and per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5338 and FTL-5475, dated 01/17/08 and 12/20/07,signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 08-0527.13 and 07-0928.13) ti Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.12-0223.46 Expiration Date: November 06,2013 Approval Date: May 24,2012 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "A-A" sliding window, Grade 10, Level LV 1 per ASTM F 588--04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NDA No. 03-0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 05/03/12, signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-98104 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01 issued.to E.I...DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12-0223.46 Expiration Date: November 06,2013 Approval Date: May 24,2012 E-2 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2010,dated 12/08/11, signed and sealed by Javad Ahmad,P. E. 2. Distributor Agreement between, .E.S. Windows — Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro,respectively. 3. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09-1008.06) 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P. E. (Submitted under previous NOA No. 09-1008.06) 5. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc.; dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA's No.'s 08-0527.13 and 07-0928.13) 6. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03,revised &reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 09-1008.06, issued to ES Windows, LLC for their"Series 2000 Aluminum Horizontal Sliding Window — L.M.I.", approved on 12/30/09 and expiring on 11/06/13. Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-0223.46 Expiration Date: November 06,2013 Approval Date: May 24,2012 E-3 I I _ WINDOW WIDTH �� n 8 MAX'174�/S[LL 10"MAX. CORNECORNERS RS A HEAb/SILL FALSE MUNTNS Z � /• (SURFACE APPLIED) 11.. eT5 MAY BE USEDFL r i7 ,r- - x \ \Q 11 I I I\ I Icy 9 11 II �I i1 -1 I,�_ __JL___ 'L IL Zj u S&%PZ9 33 1/2' 33 3/8° 33 D.L.OPG. D.L. OPG. D.L.OPG. 37 5/8" 37 5/8" VENT WIDTH VENT WIDTH 4 TYPICAL ELEVATION Rl 4 SERIES 2000 N M} Z3 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. z n SHUTTERS ARE NOT REQUIRED. V1c, R I 4JN� O -SERIES-2000/2060 ALUM HORIZ SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER $R CHARTS SHOWN ON SHEETS 2 k 3. p APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 3 OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. i+l m68G C_ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LARGE MISSILE IMPACT o LOADS TO THE STRUCTURE. i Engr.JAVAD,AHlL D ar .q ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS BSTUCCO. FIA.P E 0 705112 i �+ EMBEDMENT TO BASE MATERIAL SHALL BEYOND WALL DRESSING OR STUCCO. C:AN.3538 8 �. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE PRODUCTREVISED if _ NOT PART OF THIS APPROVAL. PRODUTTD+B��nmOdd° A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � No 1`—O�4b drawing MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �� W03-75 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. MIazOi ePlodact Coatto' sheet 1 of g 1/8'ANN. GLASS 1/8-HEAT STREN'D. GLASS �{.luSILICME _ ONE .090"INTERLAYER •090"INTERLAYER DOW CORNING 795/983ADOWDOWNING 79S/983 SENTRYGLAS BY'DUPOM' SENTRY"BY'OUPONT' y155 1/8-ANN.GLASS 1/8-HEAT STREN'D.GLASS m 1 $SIUCONE SILICONE 1 \OOW CORNING 793 DOW CORNING 795(� r 2 114 21 LL S/IB" LAM. GLASS 7/18" LAM. GLASS 04 n o ma ALT. GLAZING OPTIONS � SQUARE GLAZING STOP CAN BE USED WITH ALL L Q_ i GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPES SHOWN ON THIS SHEET. �all l o I 1/8-ANN.GLASS 1/8-HEAT STREN-D.GLASS .090 INTERLAYER .090'INTERLAYER a ^, BIrtACITE PVB BY'DUPOM' BUTACrtE PV8 BY'Dl1PONT' 1/B'ANN.GLASS 1/8"HEAT STREN'D. GLASS JJ J 4 SILICONE SILICONE W �+ DOW CORNING 795 DOW CORNING 795 Q� to a 63\ d C1^M 21 2 i i i 1 \ z 3 JL GLASS TYPE 'B' GLASS TYPE 'Bl' Oo 3/18"ANN. GLASS 5/32'HEAT STREN'D.GLASS 5/32'HEAT STREN'D.GLASS u .090"INTERLAYER .090"INTERLAYER •080'INTERLAYER AS j$ SENTRYGIBY'DUPONT' BUTACITE PVB BY'DUPONT' SENTRYGLAS BY'DUPONT' 3/18'ANN. GLASS 1/8'HEAT STREN'D.GLASS 1/8"HEAT STREN'D.CLASScSTUNE m9^1 v OOW�CORMNG 795 SILICONE SILICONE Y3 DOW CORNING 795 DOW CORNING 795 s o Lyy� 3 a O 21.1 9 3 If .1.JAVAO AHIMD 1 9 FU'PE70592 PRODUCT REVISED CAN. 538.. }' Bmosmpl ftwBhO*Modda o (TO7� a (I� Aee�tnscoNo�Z�O � ^1� drowmg�no. I i i I �y Ry GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' MiamiD Ile Pro `Comm W�3-75 sheet l.Tof 9 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 t` f t yl STD. MTG. RAIL(FRAME SILL•1, 2, 3 & 4) N.D. MTC. RAIL ** � SEE DETAILS BELOW FOR EXT(+)LOAD LIMITATIONS SILL,•3 & 4)** SEE OETAILS BELOW FOR EXT(+)LOAD LINRATIONS II i CLASS TYPE'Al' O CLASS TYPE'AI' GIAeS TYPE 181' GIASS TYPE'A' GLASS TYPE'B1' GLASS TYPE'D' F o. GLASS TYPE '0' Sr WIND OW DIMS. W70.0 TYPE'8' GI,ABS TYPE'C' CUSS TYPE'E' WIDTH HEIGHT INT.(-) EXT.(+) INT.(-) EXT.(+) NIT.(-) EXT.(+) MT.(-) p 8 28-1/2' 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 88 tS�( 37" 26" 80,0 70.0 90.0 70.0 80.0 80.0 90.0 j f] 53-1/8' (J) 80,0 70.0 90.0 70A 60.0 80.0 90.0 � v� N 74' 80.0 70.0 90.0 70.0 BOA BOA 90.0 (� 28-1/2" 80.0 70.0 90.0 70.0 80.0 80.0 90A37" J8-3/8' 80.0 70.0 90.0 70.0 80.0 80.0 80.0 53-1/8' (3) g 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 ( � 3 7+' 7 70.0 80.0 70.0 90.0 70.0 90.0 80.0 90.0 3 26-1/2" 70.0 BOA 70.0 90.0 70.0 80.0 60.0 90.0 37" SO-5/8" 4 70.0 BOA 70.0 9010 70A 80.0 90.0 90.0 Q W 53-1/8" (4) 5 70.0 80.0 70.0 90A 70.0 90.0 80A 90.0 g is 5 0 74" 7 - - 70.0 90A 70.0 80.0 80.0 90.0 28-1/2' J 70.0 90.0 70.0 90.0 70.0 80.0 60.0 90.0 SID. MTG. RAIL STD, MTC. R41L -yt 37' �� 4 58.9 87.3 70.0 90.0 70.0 80.0 80.0 90.0 I S-2� S-ZO50 83-1/8' (g) s 42.8 48.7 70.0 88.8 70.0 90.0 80.0 90.0 74' 7 - - 80.0 90.0 I BC 24' 3 70.0 80.0 70.0 80.0 70.0 BOA 90.0 90.0 38` 4 70,0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 48` �Z) $ 70A 80.0 70.0 90.0 70.0 80.0 80.0 90.0 80' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 y1 72' 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 3 70.0 80.0 70.0 90.6 70.0 80.0 80.0 90.0 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 �I �M 48' ��) s 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 =Z 80 " B 70.0 80.0 70.0 9D.0 70.0 80.0 80.0 90.0 S eye 72" 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 g 58 N N M L% 24" 3r70.0 80.0 70.0 BOA 70.0 80.0 80.0 90.0 41 N� 36" 4 B0.0 70.0 90.0 70.0 80.0 80.0 90.0 H.D. MTG, RAN, K.D. MTG, RAIL 48" 44) S 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5-2000 S-2050 0 80" 8 80.0 70.0 90.0 70.0 80.0 H0.0 90.0 72` 7 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" J 70.0 80A 70.0 80.0 70.0 80.0 80.0 90.0 PRODUCT RIiVlS13D tlq`I 38' 4 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 9g pp76P1yI6gwDh8m1n6rld0 �. 80" 5 54.2 61.9 70.0 90.0 70.6 80.6 80.6 96.6 RImlae 12- 3.46 e �Q 60' (5) 6 48.1 51.8 70.0 07.3 70.0 80.0 80.0 72" 7 - - 70,0 78.7 70.0 78.7 80.0 90.0 T A NO. OF ANCHORS PER HEAD & SILL S 8 O NO. OF ANCHORS PER JAMB NOTE: m$>3 GLASS CAPACITIES ON THIS SHEET ARE 0 c BASED ON ASTM E1300-04 (3 SEC. GUSTS) g e w o AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 li E�S,'JAVADW9 CIVILFIA.PE B 7059C.A.N.3838, 'LornydT6WI STO.SILL WITHOUT RISER STD.SILL WITH RISER HI-RISE SRL WITHOUT RISER HI-RISE SILL WITH RISER �O`7-7`'I UMIT EXT.(+) LOADS TO 53.3 PSF LIMfT EXT.(+)LOADS TO 70.0 PSF LIMIT EXT.(+) LOADS TO 67.5 PSF LRAT EXT.(+)LOADS TO 90.0 PSF sheet 'z of 8 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 t. " STD. MTG. RAIL(FRAME SILL•1,2, 8 & 4) B.D.MTC.HAIL 'k* STD. MTG. RAIL(FRAME SILL•1, 2, 3 & 4) H.D.ISM.RAIL,, � t BELOW SEE DETAILS BELOW FOR EXT(+)LOAD UNRATIONS (SILL*3 &4)* FOR SEE DETAIL LOAD LIMITATIONS DETAILS BELOW FOR EXT(+)LOAD LIMITATIONS (SILL-3 & 4) GLASS TYPE'AI' GLASS TYPE'AI' Z P: GLASS TYPE'Al' ULAN TYPE'HI' GLASS TYPE'AI' GLASS TYPE'Bl' C 1 GLASS TYPE'A' GLASS TYPE'BI' OI.A33 TYPE 'D' GLASS TYPE'A' GLASS TYPE'BI' GLASS TYPE'D' F GLASS TYPE'D' GLASS TYPE'D' P WINDOW DIMS. A GLASS TYPE'B' GLASS TYPE'C' C1AS3 TYPB'B' WINDOW DIMS. A GI'A59 TYPE'H' GLASS TYPE'C' GIAZis TYPE'B• WIDTH HEIGHT EXT.(+) M.(-) EXT.(+) OR.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 74' 7 70.0 80.0 70.0 90.0 70.0 80.0 60.0 90.0 9 74^ 28" 7 70A 80.0 70.0 90.0 70.0 80.0 80.0 90.0 d 108-1/4' (3) -T(-, 70.0 90.0 70.0 90.0 70.0 80.0 50.0 90.0 108-1/4^ (3) 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 ^� 111• 10 - - - - - - 80.0 90.0 111' to - - - - - - 80.0 90.0 8� S 74• 7 70.0 80.0 70.0 90.0 70.0 80.0 60.0 90.0 74" 38-3/8• 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 VVV O 38-3/8' toe-1/4• (3) fa 70.o eo.a 7a.o 904 70.o aoo SOA 90.0 1o9-1/a• W) 10 - - 70.0 90.0 7oA 80.0 80.0 90.0 � a O 111" f0 - - - - - - 80.0 90.0 111` 10 - - - - - - 00.0 90.0 Q to 40 74" 9 TOA 80.0 70.0 90.0 70.0 80.0 80.0 90.0 50_5/8• 1 105-1/a' (4) 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 74' (4) 7 - - 70.0 90.0 704 80.0 80.0 90.0 LL 111" (4) 10 - - - - - - 80.0 90.0 6 _ Bm.9-NT RAn. _wn¢20DRAn. 74" fig) 7 - - - - - - 80.0 90.0 . I g 01 74' 7 45.4 51.9 70.0 90.0 70.0 80.0 60.0 90.0 1a t06-1/4' 8(.55) 10 - - - - - - 80.0 90.0 72• 7 70.0 60.0 70.0 90.0 70.0 60.0 80.0 90.0 0 111^ t0 - - - - - - 80.0 90.0 84- 24• a 70.0 80.0 70.0 90.0 70.0 90.0 80.0 90.0 -7 72' 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 98" (2) 9 70.0 80,0 70.0 90.0 70.0 80.0 80.0 90.0 31 Be 24' S 70.0 80.0 70.0 904 70.0 80.0 80.0 90.0 108• to 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 VI 98" (2) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 m 105• 10 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 84" 38" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72' 7 70.0 80.0 70.0 90.0 70.0 804 90.0 90.0 98" (3) 9 70.0 80.0 70.0 90,0 704 80.0 90.0 90.0 84^ 38• 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 ' 108• 10 - - 70.0 90.0 70D 80.0 80.0 90.0 a 98' (3) 9 70.0 Sao 70.0 90.0 70.0 80.0 80.0 90.0 72' 48' 7 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 J Q] loam 10 70.0 80.0 70.0 90.D 70.0 80.0 80.0 90.0 9 84" (4) 8 - - 70.0 90.0 70D 80.0 80.0 90.0 72^ 7 70.0 80.0 70A 90.0 70.0 80.0 80.0 90.0 H.D.M.RAIL H.D.I m,wn. 98" (4) 9 - - - - - - 80.0 90.0 Q 84' 48• 8 70.0 80.0 704 90.0 70.0 80.0 50.0 90.0 72' 80•(S) 7 - - 70.0 80.0 70.0 80.0 80.0 90.0 O t M 1 p ., a 96' (4) 9 70.0 80,0 70.0 90.0 70.0 80A �.0 90.0 A- NO. OF ANCHORS PER HEAD &SILL. 2 108' 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 ( ) a NO. OF ANCHORS PER JAMB Z m 72" 7 54.2 61.9 70.0 90.0 70.0 80.0 60.0 90.0 84" 80' 6 47.8 54.4 70.0 90.0 70.0 80.0 60.0 90.0 (1/-) (1/2W) (1/4W) I Tn C, 98' (5) 9 - - 70.0 83.8 70.0 80.0 80.0 90.0 7. W 0)m 108" 10 - - 70.0 76.7 70.0 78.7 80.0 90.0 � A e NO. OF ANCHORS PER HEAD&SILL ( ) NO. OF ANCHORS PER JAMB (1/3W) (1/3w) (1/3w) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH PRODUCTRBVI3ED n wMlyfOp whb ft FIMMa o A�e.p1mm o I2-0 3 •4 6 '3 I OPERAT04G VENTS TO BE 1/3 OF THE WINDOW WIDTH 1y ( oacwtrd NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--04 (3 SEC. GUSTS) e u o n AND FLORIDA BUILDING COMMISSION O DECLARATORY STATEMENT DCA05-DEC-219 Frio nn EDgr:JAVAO AHMADCIVIL ev FLA PE A 70592 5{ N G.A,N.3538 4V O • drawing rro. Vd03-75 STD.S01 WITHOUT RISER STD.SILL WITH RISER HI-RISE SILL WITIROIIT RISER M-RISE SILL WITH RISER LIMIT EXT.(+)LOADS TO 53.3 P5F LIMIT EXT.(+)LOADS TO 70.0 PSF LIMIT EXT.(+)LOADS TO 68.7 PSF LIMIT EXT.(+)LOADS TO 80.0 PSF sheet 3 of 9 TYPICAL ANCHORS METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS SEE ELEV.FOR SPACING STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ley AND TRANSFER THEM TO THE BUILDING STRUCTURE. P� . WOOD BUCK O g Fr_- Ed 'a_i - I IMUMI-DME COUMY APPROVED I I =d e d• °: ° .a E A ° °... i ISS MULLIGN &MU NOA ANCHORS i TYPICAL ANCHORS: SEE ELEV.FOR SPACING P I Ed II Ee Ii 1/4" DIA_ ULTRACON 13Y 'ELCO (F..177 KSI,F"m KSI) I $ U i� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES L------- ----------J. 1-3/8" MIN. PENETRATION INTO WOODA. O W THRU 10Y BUCKS INTO CONC. OR MASONRY 0 ppp.p O 17 s 1-1/4" MIN. EMBED INTO CONC. OR MASONRY t DIRECTLY INTO CONC. OR MASONRY v 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY dr TYPICAL ANCHORS TYPICAL ANCHORS A14 SMS OR SELF DRILLING SCREWS (OWE 2 CRS) {16 z ac It- SEE ELEV. SEE ELEV. SPACING i P , FOR SPACING FOR SPACING INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) O i ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ^ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) tl A Ed . ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. d INTO WOOD STRUCTURE = 1" MIN. vi 4 INTO METAL STRUCTURE = 3/4" MIN. J 4 0 i' �I 3 CONCRETE AT HEAD.SILL OR JAMBS Pe - 3000 PSI MIN. J o C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. x W °y SEALANTS: _z 3 1I FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL 3 Z a SEALED WITH WHITE/ALUMINUM COLORED SILICONE. VI iI 4 i WN ti WEEPHOLES• W1 - 1-13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END it WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END �I r I 7 7,19 D ,I ` .9 D © t+ © U"RF N012-o �o7�34& =3 as M Dut10 C°elro E =1$ K- Z' 2000 19 g o w n 19 ' 2050 4. 0 d° E.9,:JWAD ANNAD I CML ° FU.PE B 70802 $ A a ae > C.A.N.)S38 utl h` 9 5 °D o Ed '1BY O n WOOD BUCK y TYPICAL ANCHORS TYPICAL ANCHORS drawing no. ^W1 Ed I SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING W03-75 � sheaf 4 of 9 TYPICAL ANCHORS ITEM PART g QUANTITY b99CRIPTION MATERIAL MANF./SUPPLMR/REMARRB t. U _ SEE ELEVS.FOR SPACING 1 ES1003 1 FRAME HEAD 8083-T8 - 1�� _____1 2 E52001 1 SIO.FRAME 50.L 8083-T8 - _________-_ IMIAMI-OADE COUNTY APPROVED 1 2A ES2p12 1 M-RISE FRAME SILL 6063-T8 - Z IIMULLION&MULLpN ANCHORS 11 s .°Ed a iISM SEPARATE NOA �I 3 ES2003 1 FRAME JAMB 6063-T8 - k t I j 5 E51005 1/VENT FIXED RAIL(S-2000) 8003-Te - {� a E4 I i 58 qE3 I/VENT FOXED RAIL(S-2050) 8083-T8 - ' - --------' 6 1/VENT STO.VENT MEETING RAIL(S-2000) 6063-Te - GA 1/VENT H.D.VENT MEETING RAIL(S-2000) 6063-TB - G 88 1/VENT SID.VENT MEETING RAIL(S-2050) 8083-Te - Q rt O2 \ 7 eC 1/VENT H.D.VENT MEETING RAIL(S-2050) 8083-T6 - V 7 2/VENT TOP ANO BOTTOM RAIL 8063-T5 ALT. a 1/VENT JAMB STILE 6083-T5 - 9 9 ESIOOB AS READ. GLAZING BEAD 6083-T5 - Qg ICAL ANCHORS FORSPApNG 9A ES1103 AS RE00. SQUARE GLAZING BEAD(5/18'GLASS) 6063-T5 - SUEE ELIEV. LL J 98 ES1017 AS REQD. SQUARE GLAZING BEAD(7/16°GLASS) 6063-TS - Ip 10 ES2002 1 SOL TRACK INSERT 6063-TS - �a"( 11 ES2011 AS READ, STD.SILL RISER 8083-T5 - O 12 ES1004 2/VENT SPRING LOADED VENT LATCH 6063-TB AT 8"FROM ENDS 12A SL203 2/VENT SWEEP LATCH ZAMAK AT It"FROM ENDS, BY INTERLOCK 128 t6 X 1" 2/LATCH LATCH INSTALLATION SCREWS GRACE 2 CRS FH SMS I 13 ES1012 1/LATCH VENT LATCH SPRING ST.STEEL 14 C18251N I AS READ. FOAM FILLED FABRIC WSTRIPPLNG - SCHLEGEL u 15 08 X 1° AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS a 18 18 X 3" 2/VENT FOL RAIL SILL SCREWS(STD.SILL END) CRS P.H.SMS JyQQ' GA #10 X 4" 2/VENT FTX.RAIL SILL SCREWS(M-RISE SOL END) CRS P.H.SMS Jm 17 W23211NG I AS RECD. VENT&FIX. RAIL W STRIPPING - ULTRAFAB = 40 (� la W23291NG AS RECD. FRAME JAMB WSTRIPPING - ULTRAFAB '}4 19 WPNL-100 2 BAFFLE,AT 3"FROM EACH END - M&M PLASTICS yg,� 0",n M 20 ®6 X 1/2" 2/BAFFLE BAFFLE SCREW - F.H.SMS Q� Z# 21 ES1O10 AS REOD, GLAZING WEDGE SOFT PVC OUROMETER 70 SHORE'A' 2: 21.1 154013 AS REQD. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE'A' - 21A 27-425 AS REOD. GLAZING GASKET EPDM DUROMETER 60 SHORE'A' Lti ni 22 E52007 4/VENT ROLLER HOUSING&GUIDE PLASTIC 23 ES20DG 2/VENT ROLLER BRA58/ST.ST. - O 24 ES2005 Z/VENT ROLLER PIN ST.STEEL - 8 25 - I/WEEP OPEN CELL FOAM PAD - 1"X 3/4"X 1"LONG 4 26 - 1/VENT 5/18"BOX SCREEN - OPTIONAL 27 .1.5 - FLUSH FRAME ADAPTER 8083-T5 OPTIONAL t t N ALT. IT 1 7 1I C w o \f4A O E.9,44M AM4AD •F Q o-°Ed .o. ." .. FLA PE 70592 v ° PRODUC'EREYISIf�. c •,J5J6 — > - P "O"ulYOiBvYIBTlll812(iR(t� TYPICAL ANCHORS pdAte teeTlo' JZ� / 1� aro n9 n SEE ELEV.FOR SPACING Cl0 O ° sheet 5 al 9 1/4"MAX. VENT WIDTH U _ SHIM O 14 O.L.O. O O n 13 STD. 1/4"MAK' Z 3 sHRAs HEAVY DUTY o �BY D BUCK METALWOO STRUCTURE a _ - .. J y . .. �._----SCREEN OPf. -___--1'7' S • .__._. -c.: .w v° TYPICAL ANCHORS 3 - SEE ELEV. -____!17 o FOR SPACING D.L.O. EXTERIOR a ° WDIDOW WIDTH . TYPICAL AOR$ XO LAYOUT SEE ELEV,FOR SPACING OK OPPOSITE _ OVENT WIDTH ' KA 1/4"SHIM )Q' MAX. 12 13 O VENT WIDTH 1/4"MAX. m 3 SHIMS x WD00 BUC 18 1gY 8 WOOD SUCK g$ "�Q SIR RE Z3 O n M�Sy 1SrSt-j'��'J11 O. N Z t0 Z 17 - wU mo TYPICAL ANCHORS SCREEN OPT.-----+ SEE ELEV FOR SPACPAC W Po WC 9 EXTERIOR WINDOW WIDTH XOX LAYOUT agem lyiyingwm�Ftalwa 1f h&& 1/4"MAX.. TYPICAL ANCHORS 20/3 SHIMS 27 ALT. MIAMI-DADE COUNTY SEE ELEV.FOR SPACING t APPROVED MULLIONg..a M SEE SEPARATE NOA)r-= iami Dade ProdllM a It 4 ri e i7 " ffi F1 o SERIES-2000 VENTS WRH„SPRING LOADED LATCHES II It - `. Ed ee yg • .. -------•_--- Eqr FLA JAVCIVIL D39A7 C.AN. 3H08 OSEEV. OR SPACING LE �'. TYPICAL ANCHORS drDYnng no. e WINDOW WIDTH I WINDOW WroTH M103-75 sheet 8 of 9 1,4•MAX. VEER WIDTH u SHIM © D.L.G. O ) 114"MAX. D @Q Q STO• SHIMDUTY 18Y S HEAVY AAA 3 � 18 8 2 BC v W000 BUCK METAL STRUCTURE — — — — - 2 0 2 �G ti y 17 17 17 W B 9 _.._.,_.. _ _ - , '•____ N OPT. .. .. -�. TYPICAL ANCHORS 0 —__^_�_" oSEE ELEV. _______�� I v°> FOR SPACING � 00 MR, B B 6. F: D.LO. • J a EXTERIOR f Flu WINDOW WIDTH 0 TYPICAL ANCHORS XO LAYOUT SEE ELEV.FOR SPACING OX OPPOSITE a VENT WIDTH ag 1/4"SHIM MAX. O VENT WIDTH 1/4'MAX, SHIMS J tBY �m G WDM BUCK 18 SB 2 fWOOD DUCK O M w ��MS � Z3�ym — i o c V)N� i al W ttn ° ANCHORS �-----SCREEN GPT ��— .. a SEE ELEV. --� SCREEN GPT--_—� pt, FOR SPACING EXTERIOR < c WINDOW WIDTH t'RODUCTRBVISED XOX LAYOUT Anka IZ-0223.46 TYPICAL ANCHORS MIAMI—OADE COUNTY SEE ELEV.FOR SPACING APPROVED MULLION MiandDAdePra uctCORK 1� c m SEE SEPARATE NOA p ri r-- T SERIES 2050 p� I I VENTS WITH SWEEP tATCHES 1 Irigr..JAVA �. •� 9 FLA PE]t 709112 y 33 I I 11 CAN. 7M CAN. 2C _ L 1 t drawing no. WINDOW WIDTH _I WINDOW WK/Tr1 W03-75 sheet 7 of 9 2.330 .857 .837 r n 2.003 2.083 U . F1.242 .715 .BOS .082 F .002 .OB2 ^i .328 L_ _I 2.186 ,062 �I 4 .aIII�2 .BiJ 1.474 ,d L,147 .930 1.170 .9 1.130 3 '� k �d .�0 12930 t� GLAZING BEAD 1 1L- 't�J 11��1 1 Si 1 O7 .837 e7 i 1,250 1.250-4w s U 813 VENT TOP/BOTTOM RAIL 1.421 ay G�01 STD. MEETING RAIL STD. MEETING RAIL O C FoF. 2.168 O SERIES-2000 ® SERIES-2050 SQUARE GLAZING STOP i7 r .930 1.400 1.122 .760 G O .062 �9 2.063 2.003- FRAME .003 FRAME HEAD f� .992 1.118 111.230- 1.6" 78 O82 .0822071.149 .868 ��•.930 .930 EA 1.830 .813 t2 VENT LATCH f .489 Q .__. .877 0 .983 1.250 .813 1.260 1.250 .062 -72.190 99 T17' 2.375 O JAMB STILE •062 -A H.D. MEETING RAIL H.D. MEETING RAIL 2.996 .770 500 ® SER63-2000 ec SMES-2050 SQUARE GLAZING STOP _ 2.130 �� "� 2.181 2.288 2.113 .5w 1.675 .994 N J I 062 27 g J k----2.330 FLUSH FRAME ADAPTER � [/►a 2.392 2.885 1.212 .992 1.212 .992 3 N M 282 n M O STD. FRAME SILL 1,078 r I�� o Z .992 1.118 .888 L", 082 - Z .052 1 .082 1.250 1 0- .813 T1P. .969J.719 1.290 W N FIXED RAIL FIXED RAIL Os FRAME JAMB ® SERIES-000 BB Q_�0 O .983 078 078 .088 7.437 2.81 B .450 .048 2.600 M--2.330-+1 O ® o o w 4 HI-RISE FRAME SILL 11 SILL RISER 0 3211 .188 I .224 Engr.aMV MNMAD F .062 .250FIA.PE 70592 / $ D -6 PRODUCT REVISED100 -�8 C.A.N.C.aN '7838 �. m wmlaYm9tatth Iha Ptvdd4 �t.098 I I Budding Cordo �i� t �T\ 3 H �--+-.z5o tts �-- Acaoptmtw No %3•`� ,� o drowing n0. 2, 21'1 W03-75 10 SILL TRACK GLAZING WEDGE '4tVa o�Ua Do ` sheat 8 of 9 SCALE 1:1 4.V 15 ro 1S 0 A 1:9 1 ; d �o g� 04�. Ilae 0 FRAME TOP CORNER a VENT TOP/BOTTOM CORNERS 15 g J m Q 3- y f Q n M yN � o �at A FRAME BOTTOM CORNER °c O E.9,JAVAD AMM ave. FLA.PE B 7 2 ' as OovUCrR b BE Plmida CAN.�S38 is 0 drawing no. FlX D Mi . eLD RSR W03-75 Mlaml Dente Product Comnol �P sheet g of g ! j MIAMI•DADE MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY_ 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE.ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOT�CE OF ACCEPTANCE (NOA) www.miamidode.Ftov/i)orn/ E.S.Windows,LLC 10653 NE Quaybridge Ct. Miami,F1.33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County).and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, DIncluding the High Velocity Hurricane Zone. ESCRIPTION: Series"3000" Aluminum Outswing French Doors w Iwo Sidelites APPROVAL DOCUMENT:Drawing No.W04-51 Rev G,titled"series-3000 Alum Outswing French Doors (LMI)", sheets 1,2,2.1,2.2 through 6&6.1.of 7,prepared by A]-Farooq Corporation,dated 06-10-04 and last levised on MAY 17,2012,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. �IISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1. Lower Design Pressures of Doors,sidelites,hardware,glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code tme a ' el ing the performance of this product. TE �, ��( i s Nn0� 1 �er t e"ee5cpiration date or if there has been a revision or change in the that .a �t p tp� 5ot or process.Misuse of this NOA as an endorsement of any product,for s�l� �ing or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shgll..,4 Gays, , Q;torminatiM aidiimoval of NOA. This I I Acgg�nbcat pl�efie `b 14 the�llrtds.Miami-Dade County, Florida, and followed by conc 0d ralt�$�it t»a 9, dt �, q vef iA Mite a UiFe. Tf.�py portion of the NOA is displayed,then it shall oor�� nd its e` i so 6 sEquencc CJ constt a �, n rid Methods, c o n sINO o polpy hia�v n1I1� F� �c#t�dl be rov ded t the user by the manufacturer or its distributors C0040 s [ arkbJ%fqr4ftyection at the job site at the request of the Building Official. the rM M° ��ieA evises NOA#09-1217.03 and rWgf&his page 1 and evidence pages E-1,as well as approval doc ` Zgmitted documentation was reviewe d moe corrections WOO NOA No 12-0388.40 MIAMFi1M1DE COUNTY I'�l til. _ Expiration Date:September 16,2014 ` . .. .. --- -' (® �� Approval Date: May 24,2012 qR\ �� Page l E,S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#09-1217.03) 2. Drawing No.W04-51 Rev,titled"series-3000 Alum Outswing French Doors(LMI)",sheets 1, 2;2.1,2.2 through 6&6.1 of 7,prepared by A1-Farooq Corporation,dated 06-10-04 and last revised on MAY 17,2012,signed and sealed by Javad Ahmad,P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS(transferred from file#09-1217.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)UJriiform-Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked-up drawing and installation diagram of aluminum outswing French door w/ Sidelites,prepared by Fenestration Testing Laboratory, Inc.,No. FTL-5938,dated 10/01/09, signed and sealed by Julio E. Gonzales,P.E.Note:This test report has been revised,reviewed, signed and sealed on 03/29/10 by Jorge A. Causo,P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL-3947 &FTL-3955 per TAS 201,202&202-94,dated 02/04/04,both signed and sealed by Edmundo J.Largaespada,P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory,Inc,dated 08/01/07,signed&sealed by Carlos S. Roinda,P.E. (transferred from file#09-0825.04) C. CALCULATIONS 1. Anchor verification calculations complying with FBC-2010,prepared by Al Farooq Corporation,dated 03/01/12 signed and sealed by Javad Ahmad,P.E. 2. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al Farooq Corporation,dated 12/08/09 signed and sealed by Arshad Viqar, P.E. (transferred from file#09-1217.03) 3. Glazing complies w/ASTME-13 00-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co., Inc. for their"DuPont Sentry Glass 0 Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours for"Butacite PVB Interlayer",expiring on 12-11-2016 F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 02/24/12,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#09-1217.03,expiring September 16,2014. 2.- Test proposal No(s)#09-0225 dated 06/17/09,#06-0411 dated 07/31/07&02/06/06 approved by BCCO. 3. ES Windows Distribution agreement-Energia Solar,S.A. and ES Windows,LLC, dated 10/20/10,signed by Ms Carla G.Torrente and Andres Ch orro res ect'vely(# 2-0130.39). I1shaq 1.Chanda,P.E. Product Control Examiner NOA No 12-0308.40 Expiration Date:September 16,2014 Approval Date: May 24,2012 E-1 146 3/8' 78' � FRAME WIDTH FRAME WIDTH STILES(MTG.STILES AT33 11/16' 73' 33 11/18• (4)ANCHORS 73' AN MULLION ENDS FR.HEAD&SILL FRAME HERO&561 FR.HEAD&S6.1 AT MTG. FRAME HEAD&SILL O k 13 3' 8' 3- 6' fll 6'MAX. SURFACE APPLIED 8•MAX. 3' e' 3' PIVOT HINGES F Fi a COf1NERS 1 —yFF� FALSE MUNTWS HEADS ' - SEE SHEET 2 ¢g U /1 C / I MAY BE USED CORNERSHEADC FOR CAPACITY 8 N �r O°Tap I II/ 1 m 8 LOCK O)M• k• is!ii _______�7it____ /-- =/aiIFIi S====_ � DNS SHEET, j J SEE PaLOCK OPTIONS 1 / FOR CAPAC`YN FOR CAPACITY 0 It co 11 41Y i�f xg ^ I ACTIVEINACTIVE ACTIVE \ INACTIVE rzLl 3 $� 2B S/16' ` 28 3/18' • 29 5/16" BUTT HINGES 28 3/18' 8 K N D.L.OPG. D.L.OPG. S D.L.OPG. v D.L.OPG.FOR CAPACITY S� _ 5/18' 38 13/16" 33 6/18' O PANEL WIDTH LEAF wwTH ( OXXO ) PANEL WIDTH XX ) TYPICAL ELEVATIONS TESTED UNITS y /ILIIIi o FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF '� B SERIES-3000 ALUM OUTING FRENCH DOOR rMMrAi AND EXPOSED ON ACTIVE LEAF j SEE DETAIL G ON SHEET 5. GLE a g APPROVAL APPLIES TO SIN (X) AND DOUBLE (XX) LEAF DOORS g WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. INSTRUCTIONS: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USE CHARTS AS FOLLOWS. o ,� REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 8 HURRICANE ZONE (HVHZ). STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED .e,.,.n ON WIND VELOCITY.8LDG.HECHT.WIND ZONE THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. STEP FOR SINGLE(X)AND DOUBLE(XX)DOR CAPACITIES Y ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS SEE SHEET 2. V qr..JAVAD AHMADe g EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE LOWER VALUES FROM CLASS, HINGES,LOCK AND FiIL PEI 70992 FRAME SILL OPTIONS USED. CAN.ANCHORING R .3LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ,STEP FOR SIDEUTE PANEL(0)CAPACITY SEE SHEET 2.1. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 4 FOR SIDELITE COMBINATION WITH DOOR OR SIDEUTE �' O SEE MULLION CAPACITY CHART ON SHEET 2.2. drawing na. MATERIALS INCLUDING BUT NOT LIMITED IL STEEL/METAL SCREWS, THAT THE LOWEST VALUE RESULTING FROM STEPS 2,3 W04-51 COME INTO CONTACT WITH OTHER BTG. CODE SECTION S SHAH MEET THE STEP-$ AND 4 SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 7 fRAME WIDTH C •x• noolxs riv.; b&4ICN LOAD CAPACITY - PSF(GLASS AND HAITDWARE OPTIONS)GLASS TYPES HINGES LACKS J / K FRgMEd0 FRAMgµ1oFH 'A', 'B' & 'D• 'C' & 'E• 'I+" tlPT[ON'1' OPTION '2' OPTION I' OPTION 'E• � INCHES INCHES EXT.(i) IM.(-) EXT. (+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EM.{+) MT. (-) EXT.(+) MT.(-) EXT.(+) MT. ji o! 95-J/437-1/2 70.0 so.a 90.a 90.o too.o tzo.o 90.0 90.0 100.0 120.0 '10.a 80.a 100.0 120.090.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 8°.0 100.0 120.0 NOTE:LOWEST VALUE SELECTED FROM OPTION WILL APPLY. FRAME WIDTH C 'xx' DOORS DESIGN LOAD CAPACITY - PSF(GLASS AND HARDWARE OPTIONS) i l l / \ GLASS TYPES HINGES LOCKS FRAME HWHT FRAME WIDTH A. 'B' & 'D' 'C' & 'E' 'R' OPTION'I' OPTION 'B' OPTION '1' OPTION '2' INCHES INCHES EXT.(+) MT.(-) Exr.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) IM.(-) EXT.(+) INT•(-) -EXT-T-) MT.(-) Exr.(+) INr. W 95-3/4 71-3/4 70.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 SOLO 90.0 80.0 a / 76 - - 90.0 90.0 90.0 90.0 90A 90.0 90.0 80.0 70.0 60.0 \ / HINGES LOCKING HARDWARE: WATER DNFILTRATION LIMITATIONS: ' ACTIVE LEAF: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED U THREE PIECE ALUM BUTT HINGE BY'ELS.WINDOWS' LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS o J a OPTION 91: STO. SILL- +70.0 PSF(X&XX DOORS) (3) HINGES PER LEAF AT 11"FROM TOP& BOTTOM AND AT MIDSPAN SURFACE MOUNT DEAD BOLT LOCK BY'YALE' HI-RISE SILL +90.0 PSF(XX DOORS) vj Q to n FASTENED TO DOOR FRAME AND LEAF WITH AT 45"FROM BOTTOM,KEY OPERATED ON +120.0 PSF(X DOORS) o _ to 8tO X 1"FH SMS EXTERIOR AND THUMB TURN ON INTERIOR O n M I (6) SCREWS AT FRAME, (5)SCREWS AT LEAF FASTENED TO ACTIVE LEAF LOCK SME WITH n N (z) 1/4-28 x 2-1/2"off Ms � g Z 3 al OPTION 02: LEVER TYPE METALLIC HANDLE AT 37"FROM 1.9W 2.00° X �y Z BOTTOM. FASTENED TO ACTIVE LEAF LOCK STILE Pit FACE MOUNT 2 VMO PIVOT HINGE BY'MASTER ACCESSORIES' WITH(2) ®8-32 % 1-3/4'PH MS. 0 Vl t�.1 WITH EXTRUDED ALUMINUM BASE,DIE CAST ALUMINUM FIiT COVER PLATES.ST.STEEL PIVOTS AND DALY. STEEL W LINT m BRUSHES AND SCREWS CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' STD. SILL m-RISE SILL F2ASTENID TO DOOR FRAME AND LEAF TOP WITH BOTTOM FACE,LOCATED ATMANUALLY D LEVERS MOUNTED ON STU 12"FROM TOP AND BOTTOM 5/16-24 X 1"FH MS(2)PER WING FASTENED TO LOCK SME WITH B8 X 3/4'FH SMS(2)SCREWS PER BOLT PIiWUCF IILYiCfY •�wi�wYA�MLA6 D.L OPENINGS: OPTION 92: O4M D.LO. HEIGHT m LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) 3 POINT LOCK SYSTEM BY'INTERLOCK'AT 39" 'q5 q D.L.O. HEIGHT: LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) HHANDLEBACTIVATES DEAD SOLT AND SHOOT BOLTS D.L.O. WIDTH LEAF WIDTH - 8.825" ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON M 8$ WIDTHS.- INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH NOMINAL MOTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. (2) 88-32 X 2"OH MS 2/8(X) 31-1/2" 28-t1/16" 20-1/16' nry r i 121 3/0(X) 37-1/2" 34-11/16" 28-1/18" INACTIVE LEAF _.� 3/4(X) 39-6/8" 38-13/16" 28-3/18" NOTE: CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC. a u 5/0(XX) 59-3/4' 28-11/16' 20-1/16 DOOR WIDTH AND HEIGHT MUST MANUALLY OPERATED LEVERS MOUNTED ON COMPLY WITH EGRESS REQUIREMENTS INSI�FACE OF LEAF SME LOCATED AT o 6/0(XX) 7t-3/$ 34-11/16' 26-1/1s" PER FBC WHERE REQUIRED. 12"FROM TOP AND BOTTOM g 8/4(XX) 78" JB-13/18' 28-3/18" FASTENED TO LOCK STILE WITH Ergr:JAVAD AHMAD _a n Q S8 X 3/4'FH SMS(2) PER BOLT FIA.PEE j70592 y� CAN.35� IiEIGL?TS: DAYUM OPO. MANOARD I HI-PROFILE NOTE: O NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAO. GLASS CAPACITIES ON THIS SHEET ARE droving no. e/e 79-3/4" 77-1/4" 69-I/16" 65-Fs/16' BASED ON ASTM E1300-04 (3 SEC. GUSTS) 0\� 8/0 95-3/4• 93-1/4• 85-1/16' 81-5/16' AND FLORIDA BUILDING COMMISSION 4�ry W04-51 DECLARATORY STATEMENT OCA05-DEC-219 P sheel2of 7 FRAME WIDTH STATIONARY PANEL (0) OR SIDELITES DESIGN LOAD CAPACITY - PSF WATER INFILTRATION LIMITATIONS nix E E WHERE WATER INFILTRATION RESISTANCE IS REQUIREDrCLA99 TYPES LINK EXTERIOR LOADS FOR ALL CASES AS FOLLOWS FRAME HEIGHT FRAME WIDTH A. H, DC, B 'p' STD.SILL +70.0 PSF M-RISE SILL m +90.0 PSFFT./IN. INCHES EXT.(+) INT.(-) EXT. (+) INT.(-) EXT. (+) INT.(-)6/8 42 70.0 00.0 90.0 90.0 90.0 90.0 7/0 39 700 800 900 90.0 90.0 90.0 2.0008/0 36 70.0 80.0 87.6 87.6 90.0 90.0(0) QG D.L. OPENINGS: LL Z H O.L.O. HEIGHT - LEAF HEIGHT — 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT a LEAF HEIGHT — 11.9375" (HI RISE HOT. RAIL) D.L.O. WIDTH = PANEL WIDTH — 4.000' 0 w 3/18"H.S.GLASS 3/18"H.S.GLASS 1/8`H.S.CLASS 1/8'H.S. GLASS .090'INTERLAYER .090"INTERLAYER .090'INTERLAYER .090"INTERLAYER )~ ... 'DUPONT SENTRYCIAS' 'DUPONT SUTACTTE PW 'DUPONT BUTACRE PV8' 'DUPONT S"ACITE PV8' m 3/18'H.S.GLASS 3/16`H.S.CUSS 1/8'H.S.GLASS 5/32'H.S.GLASS y,1 SILICONE WW CORNING 795 L� SILICONE 31LICONE <cep DOW CORNING 795 SILICONE $ DOW CORNING 795 DOW CORNING 795 M ^M N� 6 1.jl q I io 31 '-j It \ 31 itZU- 'o jl Vf � II M 11 j i 1 it (NNy I 1„ La t+' GLASS TYPE 'A' GLASS TYPE 'H' � GLASS TYPE 'C' GLASS TYPE 'D' �8jM0�Ew�M11i1�Mlk�IdA ' WrlipleOeA �_ tt� Baty m R 1/8"H.S.CLASS 1/4"H.S.CLASS o .090"INTERLAYER .090`INTERLAYER •DUPONT SENTRY"' 'OUPONT SEMRYGL S' 1/e"H.S.CLASS 1/8"H.S.GLASS c SILICONE DOW CORNING 795 DOW CORNING 795 jl EAgr:JAVAD AHMADCWL b •o ]g TT"•.PE S 70592 3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE �, BASED ON ASTM E1300-04 (3 SEC. GUSTS) tib, drmwi0 GLASS TYPE 'E' GLASS TYPE 'F' AND FLORIDA BUILDING COMMISSION GLAZING OPTIONS DECLARATORY STATEMENT DCA05—DEC-219 �' WQ4-5� sheet 2.1 of 7 MULLION C a A C c A C a DESIGN IAAD CAPACITY - PSP F��u, .n DOOR TO SRIELITE TO S07EL[TE MULLION SIDELTTE MULL J //L E O SMITE WIDTH FRAME HEIGHT UNREINFORCED REINFORCED REINFORCED bill- 24 % INCHES FT./IN. EXT.(+)/W.(-) EXT.(+)/INT.(-) EXT.(+)/IM.(-) % /� r is �/ / •� 24 80.0 80.0 90.0 w E O 27 80.0 80.0 90.0 30 80,0 80.0 90.0 33 6/5 80.0 80.0 90.0 D \ 8 8 D \ lL--Jll 111 0 \ B 0 \ B / ,d 36 80.0 80.0 90.0 ) v per¢ e^I qq 39 80.0 80.0 90.0 (XO) (0X0 ) CXOOOX) ( X) a 42 80.0 80.0 80.0 ( ) Ir. 24 80.0 80.0 90.0 27 80.0 80.0 90.0 a C A C A C LL(� 30 7/0 80.0 80.0 90.0 JJ, 35 80.0 80.0 90.0 38 80.0 60.0 90,0 / \ / \ / \ U J9 80.0 80.0 90.0 E F / 0 \J E F / G \ E H F/ 0 \ 18 78.9 60.0 90.0 % / ii 21 74.8 80.0 90.0 w e 24 71,1 80.0 90.0 27 8/0 67.9 80.0 90.0 30 05.0 SO 90.0 33 62.4 78.9 90.0 Q 36 80.1 76.0 90.0 r OxO (OXXO) (xxC0xxC) m; to 0^MS � 2i vit C-4 UNREINFORCED REINFORCED REINFORCED W,l j g�I DOOR TO SIDEUTE N■ ON SIDEUTE TO n ION O NOTE: FOR DOORS CAPACITY SEE SHEET 2 rppeUr`It�M° FOR SIDELITE CAPACITIES SEE SHEET 2.1. kc .FOR SIDEUTEMULLON CAPACITY SEE CHART ABOVE lowLOWER VALUES FROM DOORS, SIDEUTE OR MULLIONCHART WILL APPLY TO ENTIRE SYSTEM. MDEUTE WIDTH DOOR WIDTH SIDELOE mDTH SIDEUTE WIDTH DOOR WIDTH 3 c Engr.JAVAD®AF�iMAD _o � GPE . -5638 82 �' O ® �Jkoe- drawing no SIOELITE WIDTH 0,00.WIOTH �04-FJ� aheel2.2oT TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. a TYPICAL ANCHORS FOR SPACING M SEE ELEVATIONS A [WOOD BUCK i FOR SPACING 6CE 'IST. 0 rX, e e 1 5 V �,.2t 1 � 4 n 1S fA 1S ;8 vvVII W yi 22 13 J4 13 THROW BOIT B PENETRATION 32 W � ..I 29 29 g Q�il�Te O 31 31 OPTIONAL � r 3 0 0 = o a N M7 r M a C � N W a0 td N 2 BA p! W J1 yt 7 PtiODUC'F mom "h tk*ll9tlde B 30 B O 0 5 THROW"80Li 3 D 1�1y ? PENETRATION x H$ t`y INTO SILL 15 15 J34 4oRg�^ O c 7 B 21 O 21 I L_ BI-PROFILE BOTTOM RAIL e w r n 14 14 4 APPLICABLE TO,STATIONARYAND OPERABLE UNITS O • v i, — --- -e.--- a I#I-RISE FRAME SILL '9r JACIVL . e. o . .e Q. • v APPLICABLE TO STATIONARY BCA.E SY7E70S92 e TYPICAL ANCHORS v v TYPICAL ANCHORS AND OPERABLE UNIT'S 3/18-f-1/2T" SEE ELEV. FOR SPACING 3/19"X 1-1/2"a SEE ELEV. FOR SPACING g ' SO2/SILL AT X1(EPDOOOT n 1/SILL AT SIDELITES 1/SILL AT X DOORS y drawl I-,=DIST. EDGE DIST. W04-51 STATIONARY UNITS OPERABLE UNITS �Q' sheet Sof 7 EDGE DIST. TYPICAL ANCHORS 4 - SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING SEE SPACING FOR SPACING v EWEDISTZ METAL MLAW-DADE COUNTY APPROVED 0 STRUCTURE MULLION&MILLION ANCHORS SEE SEPARATE NOA i 0 � uv IL CI LiLi L=- - �! \ \ \ WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. - SEE ELEV.TYPI FOR SPACING E TYPICAL ANCHORS: SEE ELEV.FOR SPACING 0 1/4" DIA, ULTRACON BY 'ELCO (Fu-177 KSI,FY-155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 3 1-3/8" MIN. PENETRATION INTO WOOD S THRU IBY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY m " DIRECTLY INTO CONC. OR MASONRY V 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ,614 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) fn INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8'7 O n n,) INTO METAL STRUCTURES C STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) z ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ttl a La iv TYPIrAL EDGEDISTANCE O INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS Pe - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. o SEALANTS ' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. r.."w,vAa"ram" u o lboftCado Yy0 E"pr:.JAVAD AM" CML CA.N�M38 ��,� W04-51 �P sheet 4of 7 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS f ti MUST BE ENGAGED DURING PERIODS I/ MAX. WTEf%OR EXPOSED FLUSH BOLTS 4" . 11 OF HURRICANE WARNING O SHIM 10"FROM EACH END M 2 6%3/4"SMS O IL O 8"FROM ENDS © & 14"O.C.MAX. CONCEALED FLUSH BOLTS "j 6 12 AT 10"FROM EACH ENO Q 9. 4 Lm 13 ACTIVE LEAF [N-ACTIVE LEAF d 13 U t OF®r.= <o 6 f °�m8 21 25 29 21 4 23 25 3 D.L.GPC. D.L.OPG. O 0 SIDEUTE PANEL WIDTH LEAF WIDTH J 1 FRAME N70TFL � 34 EXTERIOR SEE EL ANCHORS OPTIONAL REWFORC96, OPTIONAL TRIMREV SEE SPACEV.ING SEE SHEET'2.2 FOR CAPACITY Oxxo } FOR SPACING 96"X 2"X.98"X 1/8" ) C1VJ '� FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) U) ( 0_0 ) 3 TYPICAL ANCHORS 1/4"MAX. .z SEE ELEV. FOR SPAdNb layWOOPTIONAL REINFORCING WOOD BUCK Ih—SHIM -w 1/4" 1/4" I 996 x BMW 2*x�96•CX 1%8 27 v1 SHIM SPACE SHIM FULL LENGTH srL CHAN 2 2 S 2 O O (STEEL TO BE PAINTED OR PLATED) O g WOOD 4 13 ACTIVE LEAF ORS ACTIVE LEAP 7 0 2 � Ir,, SSgi �73� 1A ^ryry 24 3 29 .c 19 34 TYPICAL 19 21 e W 17 7 8 SEE ELEV.ANCHORS n • .:'. FOR SPACING ( x-0 ) TYPICAL ANCHORS D.L.OPG. FMr..IAVAD AHMAD rypBUCTRiVISIZA mv SEE ELEV.SPACING FLOL PEE p 70592 0 WrPbht wIM 8tt Pb'19C o n METAL FOR SPACWG LEAF WIDTH GAN.]SJB of Code STRUCTURE M�� FRAME WIDTH CIVIL EXTERIOR �e� Browing no. ( x ) 1^ W04-51 sheet Sot 7 R • TTRM P PART p QUANTITY DESCRIPTION MATERIAL MANF./8UPPUER/MEMARK9 I ES3001-1 1 FRAME HEAD 8083-78 - 2 ES3001-2 2 DOOR FRAME JAMB 6G63-T6 - I 3 ES3002-1 1 FRAME SILL(STANDARD) 6083-T5 - Z 3A E53029 1 FRAME SILL(HI-RISE) 6063-TS - r0 4 ESS003-1 AS REDD. SIDELRE ADAPTER 6083-TB - a. P' ES3004 AS REDD. SHEAR PLATE•ANCHOR LOCATIONS 6063-T6 3'LONG 6 ES3005-1 2/LEAF TOP AND BOTTOM RAIL 6063-T5 - O SA ES3024 2/LEAF HI-PROFILE BOTTOM RAIL 6063-T5 C 7 ES3008-1 1/LEAF DOOR LEAF JAMB -HINGE SIDE 6063-T5 - O 8 E93D07-1 1/LEAF DOOR LEAF- LOCK SIDE 6063-TO - N O �1 9 ES3007-2 1/LEAF DOOR LEAF— KEEPER SIDE 6063—TS — g I(,M pg 10 ES3008-1 AS REGD. SIOE1ttE STILE 8083-75 — O 11 FS-1202-914 2/LEAF EXPOSED FLUSH BOLT STEEL I SULLIVAN k ASSOCIATES 12 FB-1202-914 2/LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN B ASSOCIATES LL _ 13 ES3011 AS RECD. JAMB TR6083-75 OPRONAL 14 ESJ012 I 1 SRL COVER 6063-T6 - Q w E 15ES3013 2/LEAF WEATHERSTRIP ADAPTER 6063-T5 - 16 ES3014-1 4/PANEL PANEL CLAMP 6063-T6 �-i 17 ES3003-3 3/LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 NI I7A - 2/LEAF PHOT HINGES - SEE SHEET 2 qqee j 19 - - DOOR LOCK(SAVANNAH 2O1SL) - YALE 52 20 - - DEAD BOLT LOCK(PREMIER) - YALE ? � 21 W2232ING AS REGO. FIN-SEAL PILE W'SWPING - ULTRAFAB m' 22 ESM20 AS REDD. BULB WEATHERSTRIPPING VINYL AT SIDELRE PANELS �J1 QQ 23 - 1/HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4'X1/8'X4-1/4'LONG J m 24 - AS RECD. HINGE REINFORCING BAR ALUMINUM 1/8'THK. X 7-7/8'LONG Q N 25 - 2/LEAF 3/8'CUL THREADED ROD W/NUTS STEEL - Ys� 26 - AS REOD. FRAME ASSY.SCREWS - 810 PAN HEAD SMS 0,0) ) 27 - AS RE00. MULLION REINFORCING CHANNEL A36 STEEL - Z 3 m 28 E54G14 AS REOD. BOTTOM RAIL CLASS STOP NEOPRENE - 'rf,Z 29 ES4019 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS REDD. 3/8'OW X 1/8'HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 41 N i 31 ES4013 AS READ. WEDGE GASKET EPOM OUROMETER 7313 SHORE A 32 ES3022 2/STILE FLUSH BOLT BRACKET 6063-TS - U 33 - 2/BKT. BRACKET INSTALLATION SCREWS - 810 X 1'FH SMS 34 O/LON AS REOD I DOOR PANEL W'STRIPPING - SCHLEGEL rrA»urF wbw road& �ITrMiF6 M"" �o �o a Ener:JAW AHMAD .OPAL FLA PE!70592 CA.N.3536 drawing no. � W04-51 sheet 6 01 7 R , __..._.4A00---- t 1779 361 LA ___2258�62AA25 1.500 2.250 .1051 0 0,3 12 .076 1<I y 31 WEDGE GASKET (SCALE 1�,) 6 c U 12.016 II-L-L--2.125_`�`�-�4 21 1 Ot O2 FRAME HEAD/JAMB 3.350 ® n n 5 z.000.3Kh. 2.674 0 4 Q+ a 3 is WEATHERSTRIP ADAPTER ® SHEAR PLATE 5/16- TEEL PIN tZY a€ O+ 3.375 E �--1.790 OU 1.0001 i (D c_-- .800 I .045 .078 4.000 3.500 .&52 2.000 ® I I a u JAMB TRIM (OPTIONAL) 813 Ld .590 1.112 t7 3 PIECE HINGE UI62°1 r�e TOP/BOTTOM RAIL 960 p f'nt .290 7.637 3 Z_i 2.874 .725 2.000 7 y N .. N u78 .39s to PANEL CLAMP 0 2.000 MULLION 3350 .g7S 27 REINF. CHANNEL 2.163- .5 90 T145 vat sucraevi a © SIDELITE ADAPTER ,.750 .621 490 ole . wpy f0 i 1.145 -vu .973 'It iii.,i u 1.500 .094 .583 �[ ` .062 475 ff .078 �1.927-� to SIDE LITE STILE Q c N 03 FRAME SILL (STD.) ,a SILL COVER 7.250 o W o 4.625 7.750 �� .094 .913 7..06-q 4.900 I I � 1.146 .062 E 'er MLS d .490 1.984 FIA PEA 70592 g 5901.790 CAN. 38 1.7� .590 � � 2.000 i t� .583 $ $ .094 .973 b- -- -4.000---�I �I 078 �' drawiO Ie 7.750�I I� a.009� W04-51 Q HINGE STILE Qe 0 LOCK STILE/KEEPER STILE eA HI-PROFILE BOTTOM RAIL ® FRAME SILL (HI-R(SE) I �A aheat6.1ot 7 �494U 16 Z k ti I9 P b Fi Q. c a 8 0 MME TOP CORNER a o � _ M fi Z 3 m mNg / DOOR LEAF CORNER STATIONARY PANEL OR SIDEME CORNER rMaeureMeVMu+a $ fill +s:wt�w—a.Inafa IV .; E o Enfr.JAVA ANNAD O •p FRAMEFRAME B07TOM1CO�I y i FLA PE/70$92 M CAN. 639 drowing W04 51 sheet 7 of 7 I j Miami Shores Village poll. Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �LpRipA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 12- f ev, / - Job Name: Date: ELECTRIC Critique Sheet L a Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector Miami Shores 'Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Permit No. 1 1 Job Na \J m e Date STRUCTURAL, CRITIQUE SHEET � � e— Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Permit No. PC B z-- b>� Job Name Date STRUCTURAL CRITIQUE SHEET ✓Lo v v'� cm Pc e S o #s - -f-V 2e'RAc- c�,�nrLsc7,o - S ovP '6c A-PPeov" by �74M " 61>v 1VM