The URL can be used to link to this page

RC-19-811 (3)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 94 NE 93RD ST, Miami Shores, FL 33138 Contacts Permit NO.: RC-04-19-811 Permit Type: Building (Residential;) LPG, Work classification: Addition/Alteration Perm&,St=s. Approved Issue Date:10/24/2019 1 Expiration: 04/21/2020 CH RILES WALTER MARIA PAULA GARCIA Owner HOME OWNER Contractor 838 SALZEDO ST 415, CORAL GABLES, FL 33134 HOME OWNER Inspection Requests: Description: ADDITION OF ROUGHLY 900 SF WITH ADJACENT Valuation: $ 226,500.00 r5-762-4§49 210 SF INTERIOR RENOVATION FOR A SINGLE STORY SINGLE FAMILY RESIDENCE. Total Sq Feet: 1,110.00 REPLACE EXPIRED PERMIT RC-3-16-623 Fees Amount Payments Date Paid Amt Paid 50% Renewal Fee $3,397.50 Total Fees $3,397.50 Total: $3,397.50 Credit Card 10/24/2019 $3,397.50 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Aft . 1©/•z�e/M Authorized Signature: Owner / Applicant / Contractor / Agent Date October 24, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (30S) 795-2204 Fax: (30S) 7S6-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING C FBC /►20 Master Permit No. R& 4 — 1 C� I — S Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: q4 Nie 4' J+ 1 City: Miami Shores County: Miami Dade Zip: 33 BY Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: ,C/o�n�sttrur�ct�iio�nLTyype: Flood Zone: BFE: 2 �fFFE: OWNER: Name (fee Simple Titleholder): NN IL(1 VliAI V � M� "JA t�JI1C1� Phone#: " 1143l r �,3 Address: Ct+ We �I.3J I City: State: 7\— ' Zip: 33 16 9 Tenant/Lessee Name: Phone#: Email: �Y1 CONTRACTOR: Company Name: i►\K 0 Phone#: Address: City Qualifier Name: State Certification or Registration #: Zip: Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: rr City: State: Value of Work for this Permit: $ 2-2-6 5Oo Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration "� ❑` -New ❑ Repair/Replace /j Description of Work: -f-t- I� ►� o ✓� � i' \nucwl x 9i� S r— (AEI tY 1 -f < 50AWSOM cue-,` �C ►f.Q Zip: tO ❑ Demolition r0 i 1 LA f2Cq C(`Q Specify color of color thru tik-7 Submittal Fee $ Permit Fee $ CCF $ CO/' C $ ' Scanning Fee $ Radon Fee $ DBPR'$� """"` °''` "Notary $ MIS Technology Fee $ Training/Education Fee $ Double Fee $ oL Structural Reviews $ Bond $ 0 1 TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding eompany's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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 low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Si nature Signature g OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing ins ument as acknowledged before m is day of (►v `Pc�l 20� by 13 day of rt f 2 q by � o MD" \, �I�S -who is rsonally nown to rl rf liR who i ersonally know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did a oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: -_ Print: auw,,► .Q � f��CLf�i Print. C AN v YO Seal: Seal: ' MMMISSION # GG 6185 EXPIRES August 20, 2021 M'OM�MI/ mAPPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) SkyRock.;Engi_ne_ering, Inch - - www.skyrockeng.com January 11, 2017 To: Building Official Miami Shores Village Building Department 10050 NE 2"d Ave., Miami Shores, Florida Re: WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Dear Sir, RC - 3- I (,- As per your request, we have inspected the footing excavation at the above referent project, currently under construction It is our professional opinion, based on our observations that the inspected soil meets or exceeds the design bearing capacity of 2000 PSF, and the foundation conditions are similar to those upon which the design is based. SkyRock Engineering, appreciate the opportunity of assisting you in this project. Please, if you have any question or need additional information, do not hesitate to contact me at your convenience. Thanks for your attention. Sincerely, Aimee Rodriguez, PE 69701 Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. C ? /G GZ3 TAX FOLIO NO. 11- 3206'013' 0ISO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: aTATIE OFI RERESYM ww+�arrr THE UNDERSIGNED hereby gives notice that improvements will be made o ce property, and in accordance with Chapter 713, Florida Statutes, r Is provided in this Notice of Commencement. MARVEYRUVIN, Ili` E'.k, .7,I_f11 `6 Ps 11152 1 P3S ECOR i.I rF;','E ) F:�i� 1. rr :: ERi; Of c:e;1R iI ai'li. i�i E C�10L`h3TYs FLS1F.,.TDA #TY GF WE R MR T ofMB �.� A. � Seaf. ! iNd,G�a>zyG Space above reserved for use of recording office r,e►ocaTor% of, L11 t�crs�►nw _ AW!"roow•. 3. Owner(s) name and address: t_jn4lr'k WaMCv 94 HE 93 Sfin" Ir IA!4r" Sho11CS EL 3313$ Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: ran%, Ir.�,y Ormond__ a 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 whom notices or other documents may be served as provided by Section 713.13(i)(a)7., Florida Statutes, Name, address and phone number: B. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(i)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the exp6tlon dale 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 I, 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 INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By _ Print Name Print Name Title/Office _ Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foreooino lostrument was acknowledged before me this day of —,A, RrIndividually, or ❑ as for ❑ Personally known, or Wproduced the following type of identificatio Signature of Notary Public: Print Name: _zstu (SEAL) MEBIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES UTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 120_01•52 PAGES 0/12 Suyapa T. Vasquez Commission # 042611 i, Expires: December 9, 2019 Bonded thru Aaron Notary above: Sky_Rock-Engineering, Inc www.skyrockeng.com January 11, 2017 To: Building Official Miami Shores Village Building Department 10050 NE 2"d Ave., Miami Shores, Florida Re: WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Dear Sir, As per your request, we have inspected the footing excavation at the above referent project, currently under construction It is our professional opinion, based on our observations that the inspected soil meets or exceeds the design bearing capacity of 2000 PSF, and the foundation conditions are similar to those upon which the design is based. SkyRock Engineering, appreciate the opportunity of assisting you in this project. Please, if you have any question or need additional information, do not hesitate to contact me at your convenience. Thanks for your attention. Sincerelv. Aimee Rodriguez, PE 69701 Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com 9 i t o a♦ d t• (/� I/� u • i/ 7 i Lo 9 `n to >,. ♦ -_ . 1/ I.'y N y to rl,ia n'r7 � Sms3 ME 8,RM 'Y 6 l io a'♦ Ix u f e 7 i t 1) .n ,a ,� ,i y re LI Lt � •• a ,t 71-U Wi n N. I✓. ME 92nd 871NE1LD ./ lon;.e nt 0 suq leyL nrrn s 80 Mt `Iri• 0 LOCATION MAP " 1111 (NOT TO SCALE) , 4�'— 0 z W w a a w N E � 0 W o O YLL W �� 0 OZ (:, Q O OV10U �U HO�J� 7. ®r/ 4 w w w w r r Q Lu awm3w�r3 wli N m az } AttkL� J W O LLI :> � 2 Graphic Scale W > N 201 O 901 201 0 o o 0 z xt'F-4 Ywr V J W U w Z Z OJ OJ Q ZOO W Q ¢ O Q moaa a a m a Z a 'J 1= 2O W moaa a a s m a Z M ILI J u 10- w ZO Z J J Z O ¢ O 4 4 w D O O O - J O 4 V zzz Z = V Dz Z � Z 4 H¢ 0 0 0 0 4 0 W W 0 0 4 W LL LL LL LL L J L� LL L Z> n a Q u n u u u= u Q ab J > LL LL ELL L J L Z LEGAL DESCRIPTION: w Lots 1 and 2, in Block 2, "MIAMI SHORES SECTION 1 AMD" according o w o z W , to the Plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Z o m � w __ w JaJ Records of Miami Dade County, Florida. O N= x V❑ W J x Z o Z a Z Z ¢ 40�x Jwxow_ 01/17/2017 Set back survey Q o m U U U J U U U U LL V� li UZZ U m m S J O x J a 4 m V V V V V U V w FLOOD ZONE: WITHIN ZONE: X ORDER NO.: M-10523 PROPERTY ADRESS: ELEVATION: N/A FIELD BOOK: JULY 14, 2015 94 N.E. 93rd Street COMMUNITY: 120652 DATE: JANUARY 17, 2017 Miami Shores, FL. 33138 PANEL No.: 0302 UPDATE: FOR: SUFFIX: L UPDATE: CHARLES WALTER & DATE: 07/11/2009 MARIA PAULA GARCIA I HEREBY CERTIFY: THAT THIS DRAWING REPRESENTS THE RESULT OF A SURVEY OF THE THIS SURVEY IS NOT VALID WITHOUT THE WITHIN DESCRIBED PROPERTY AND THIS DRAWING AND SAID SURVEY WERE PREPARED BY SIGNATURE AND ORIGINAL RAISED SEAL OF A ME OR UNDER MY DIRECTION. THERE ARE NO ENCROACHMENTS UNLESS SHOWN THEREON. FLORIDA LICEt^ SURVEYOR AND MAPPER NOTES: ' THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. ` EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. NAR J.RAMIREI • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. PROFESSIONAL LAND SURVEYOR &� • UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT AN ATTEMPED TO LOCATED FOOTINGS No. 2779 AND/OR FOUNDATIONS. STATE OF FLORIDA ' NOT VISIBLE ENCROACHMENTS WERE FOUND ON THE PROPERTY, UNLESS SHOWN. " IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. 1929 8341 SUNSET DRIVE * BENCH MARK USED No. N-568 , WITH ELEVATION: 9.65' MIAMI FL 33143 TEL: (305) 596-0888 & (305) 596-0990 E-MAIL: atlanticservice@bellsoLAh.net ....... �......_�..�. �...-_•--•-.�....w ................ ........... .wuuv.vu..... v. .w....v ... u. u....v.� u8RVL%..r.0 ]AAMAY il\ 30r.MV&1M0 . ^\ DYNATECH ENGINEERING CORP. D E C \ WWW.DYNATECHENGINEERING.COM Miami, December 5, 2017 Mr. Orlando Iglesias ORONI CONSTRUCTION 3- 14040 NW 6`h Court North Miami, FL 33168 Re: Proposed Addition @ 94 Northeast 93rd Street Miami Shores, FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on December 5, 2017 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re - compacted and re -tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, �1 i S WMA_ Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 SAAD -; SF,q r rNo.395844 �3 '<< STATE OF ; P Nye. 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC VLv a c.,,.raa. a,.raaa 1 a.a. aa.va.a aa.a. .--I I I aa.auaraa a v,a 1 aavva -- a ---� or.Kv &%.L0 I AjKLA.L r4 V Qwcv A%. Q DYNATECH ENGINEERING CORP, W W W.DYNATECHENGINEERING.COM MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: December 5, 2017 CLIENT: ORONI CONSTRUCTION PROJECT: Proposed Addition g ADDRESS: 94 Northeast 93rd Street, Miami Shores, FL CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: Tan sand SAMPLED BY: WD TEST RESULTS Sample Number 1 TESTED BY: WD The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D-1557. % MOISTURE 3.7 4.8 6.1 12.4 DRY DENSITY 100.4 101.7 103.0 99.1 Optimum Moisture 7.8 Percent 100% Maximum Dry Density 104.3 lbs./cu.ft. % Passing 1/4" Sieve 96 Percent Sampled By: WD Tested By: WD Checked By: " As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 106 104 102 100 98 96 14 b Nafamani,,, P.E: ; LTECH �NGINEERII,+ Q CR)RP. t Reg, No!'i'4fM4 e.of 0 t Azatid v ` CA 5491 �`ONAL�� D R Y D E N S I T Y 2 750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC� va+v • aaw uuu+.. ...• • u.v. c ••.•• • a-u.. I a ar• • aaaiaraa.J .—A.— I ...... ♦l 1 RV V i 081i V 11;Zb I L11[1LL11V V brill V L"b EC DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: December 5, 2017 CLIENT: ORONI CONSTRUCTION PROJECT: Proposed Addition 9 ADDRESS: 94 Northeast 93`d Street, Miami Shores, FL CONTRACTOR: Oroni Construction Test No. 1 Location: East side of rear terrace underslab Test No. 2 Location: West side of rear terrace underslab Test No. 3 Location: Center side of rear terrace underslab Test No. Location: Test No. Location: Description of Material: Tan sand ---------------------------------------------------------------------------- -------------------------------------------------------------------------- TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 103.8 102.9 103.2 MOISTURE CONTENT % 8.9 8.6 8.4 MAX. DENSITY IN THE FIELD % 99.5 98.6 98.9 COMPACTION REQUIREMENTS % OF MAXIMUM 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 104.3 104.3 104.3 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS * Please note this is not a pad certification. A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Tested By: WD ��cSS 12 1A Checked By: WN �6 RSAAc' �� Wissam Naamani, P.E. f> �rtt;Ek,�y r YNATECH ENGINEERING CORP. `. 1f rida Reg. No. 39584 .` Cr ;3?5$4 ', *. ftificate of Authorization No.: CA 5491 _ a *A density test determines the degree of compaction of the tested layer of mate. rig I' Ind ay_ shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client, prior to construction to verifys conils'a mutuaJgprotection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorizati6 I dblipgtion of statemeiii &riclusions or extracts from or regarding our reports is reserved pending on our written approval. �4 • 4 Ofi 1G 1;, = ' ` Q 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM 1 EC Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 F�ORLOp' Permit No. RC-3-1-623 er itPermit Type: Residential Construction Work Ctassi cafion: Addition/Alteration Permit Status: APPR�3VEC Issue gate: 11/21/2016 1 Expiration: 0/12017 Project Address Parcel Number Applicant 94 NE 93 Street 1132060130150 Miami Shores, FL 33138- Block: Lot: CHARLES WALTER MARIA PAU Owner Information Address Phone Cell CHARLES WALTER MARIA PAULA 838 SALZEDO Street - - - CORAL GABLES FL 33134- 838 SALZEDO Street CORAL GABLES FL 33134- Contractor(s) Phone Cell Phone ORONI INC (305)685-0412 In Review Date Approved:: In Review Date Denied: Type of Construction: ADDITION OF ROUGHLY 9000 SF V Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $136.20 CO/CC Fee $50.00 DBPR Fee $101.93 DCA Fee $101.93 Education Surcharge $45.40 Miscellaneous Fee $5.85 Permit Fee $6,795.00 Permit Fee $200.00 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $120.00 Preliminary Plan Review $200.00 Scanning Fee $90.00 Technology Fee $181.60 Total: $8,647.91 Valuation: $ 226,500.00 Total Sq Feet: 1110 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-11-16-62128 11/21/2016 Credit Card $ 500.00 $ 0.00 Bond #: 3256 Invoice # RC-3-16-58954 10/28/2016 Credit Card $ 200.00 $ 7,947.91 03/08/2016 Credit Card $ 200.00 $ 7,747.91 11/21/2016 Credit Card $ 7,747.91 $ 0.00 Bond #: 3256 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Hvauaoie Inspection Type: Miscellaneous Window Door Attachment Tie Beam Final linsulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Final PE Certification Review Building Declaration of Use Review Planning Review Planning Review Building Review Building Review Structural Review Structural Review Mechanical Review Mechanical Review Plumbing Review Plumbing F. Termite Letter F. Elevation Certificate November 21, 2016 November 21, 2016 2 �V C� ' RECEIVED Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201`15-01 BUILDING Master Permit No. Y1G PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 94 NE 93 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-0150 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Charles Walter Phone#: 347-281-0407 Address:94 NE 93 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ORONI, Inc Phone#: 305-685-0412 Address: 14040 NW 6 Court City: N. Miami State: FL Zip: 33168 Qualifier Name: Orlando Iglesias Phone#: State Certification or Registration #: CBC1251654 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ZZ6 I.ftko, ISquare/Linear Footage of Work: Type of Work: ja Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Yri) Specify color of color t& tile:: "r. -` Cze 4 .t fit? ev Submittal Fee $ p. „i';;! _r h''�'Permit Fee;$` Y/ CCF $t'I"`�' � '';` '��'t'"NCO/CC+$ ° E50 Scanning Fee $ 1 �•Radon Fee $ 0 • �3 DBPR $ (� 1!y^�� 3 Notary $ Technology Fee $ Training/Education Fee $ U 5 • �v Double Fee $ Structural Reviews $ 1 G_� O Bond $ E00 TOTAL FEE NOW DUE $ —T —4 (4 4 .91 (Revised02/24/2014) 11 n Ll Bonding'Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 14, State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Z`�- day of Jt�e 20 Itg by Cy1AY Je,5 1W41kJ , who is personally known to me or who h prod ed T�)L*� Orn as identification and who did take an oath. NOTARY PUBLI Sign: Print: Seal: APPROVED BY Signature CONTRACTOR The foregoing instrument was acknowledged before me this —1 day of J L LkQ 120 16 by Orlando Tn ,GS* % , who i ersonally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: hCZ Print: �=A -U,Z/,:,T Y/!_--/ I ; w.X.,;-Ir., Suyapa T. Vasquez I Seal: ��`i:r/% Suyapa T. Vasquez Commission 0 FF942611 '� ds Commission I FF942611 Expires: December 9, 2019 =,"= Expires: December 9, 2019 ed� �a*on N ««a `'***..Bonded th*u Aaron Now Plans Examiner _Ld 1 Zoning r Structural Review (Revised02/24/2014) Clerk BUILDING PERMIT APPLICATION Miami Shores Village __zD Building Departmentos2o1s 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20I �-A Master Permit No� �,� `6 23 BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING [-]MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: — / 7 Ay t W-4 S'1= Sub Permit No. ❑ REVISION '❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: IIMiami Shores .4 Countv:" Miami Dade i ° zip: - 33 13a,- Folio/Parcel#: bl— 7ZO(�''C� �� " �� J�O Is the Building Historically Designated: Yes. NO Occupancy Type: !� �-�oad: Construction Type:aS_ Flood'zone:_ BFE: FFE: OWNER: Name (Fee Simple Titleholder): e4_ 44.-le2 1.i4 hlk, Phone#: Address: 4y AIF 9:?,ro( 54 City: 4*- e5 State: FL zip: 33ISS .� .. Tenant Email: CONTF Addres City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: MIOy7� 1AI& Phone#: ' 1�o6.4yl.40 Address: zsts) Ire_►�go A-je- /� City: I" 1140 i Stater Zip: �?v� Value of Work for this Permit: $ ��, 01D0 Square/Linear Footage of Work: W 1 0 Type of Work: 9 AdditioAn�t � Alteration 1 - /1❑ New `� " ❑ Repair/Replace Demolition Description of Work: Aa M� `'UN �(D� 'SF Gy1T1�! , �(� s�- 1,/1'f 1HI Specify color of color thru tile: _ „ t' 1 FT Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ -7C, -.I_y iz.A,) N : 2�A . Bonding Company's Name (if applicable) ,`t+ Bonding Companj s Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first. inspection which occurs seven (7) days after the bk*ing permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspecilon fee will be Obrg@ii: Signature w "r Signature OWNERorAGENT N� CONTRACTOR The foregoing �instrument was acknowledged before me this day of 1 V n\fir} r 26 1 , by n 1 L- S Kk11VL+vho is personally known to me or who has produced as identification and Who did take an oath. NOTARY PUBLIC: _11# (:rumntm. The foregoing instrument was acknowledged before me this day of , 2b , by who is personally known to me or who has produced t as identification and who did take an oath: NOTARY PUBLIC: Sign: s Print: Seal: Seal: MY COWASSISUSMON 1 FF 226711 if EXPIRES: May 4, 2019 ***s**s*sW sYo�dr#pnr sssssssss*sssss*s**s*ss**s*s**s***s***ss*ssssssss***ssssss**ss*s*sss APPAOVED BY Plans Examiner Zoning RC Project No: Project Name: Reviewer: Discipline Response to Building Department Comments 1508 Walter on 93rd Ismael Naranjo, B.O, CFM Building Director RECEIVED OCT 2 810� lT Permit #: 16-623 Owner requested changes - Architectural: 1. Spray foam insulation - The owner has requested to change the roof insulation from cellulose blow-in insulation to open cell spray foam while maintaining the R-value. 2. Laundry and Bathroom 03 reconfiguration - The owner has requested to rearrange the layout of Bathroom 03 and the Laundry Room, and to maintain the existing electrical panel in the existing location. No bathroom or laundry fixtures have been added, just rearranged. Owner requested changes - Landscape: 1. Remove 4 additional existing travelers palms in rear yard. 2. Remove existing Silver Buttonwood in front yard. 3. Add travertine border around porous pavement in driveway. 4. Remove proposed arbor and all associated details. 5. Proposed fence and gates to be submitted under separate permit. 6. Existing pergola to be removed. 7. Front yard landscaping to remain as -is so all proposed landscape in front was removed from drawings. 8. Proposed landscape lighting in front yard was removed from drawings. 9. Travertine pavers proposed in lieu of slate in all locations except rear yard terrace. 10. Planting schedule updated accordingly. Review comment responses: 1 • Zoning approval required R: Zoning approval by Development Order File Number PZ-09-15-2015218. Health Department, DERM, MDWASA, and Impact fee section approval required'. R: Approvals completed. 3.! Separate permit required for the fence. Provide 40 square feet trash area within the property along the alley. The trash area should be a minimum of 6 feet wide and should be located away from the utilities (power pole, water meter, gas meters, etc.) R: Site Plan A-010 indicates fence under separate permit. Trash area on A-010 adjusted to comply. 4./Provide Miami Shores approved plans for the existing arbor with plastic corrugated cover reflected on the plans. R: Owner was unable to attain approved plans, and therefore has decided to remove. Demo Plan A-101 indicates arbor to be removed. Provide engineering details and specifications for the pergola, and arbor entry. Fence details and specifications should be under a separate permit and should comply with the requirements of the 2014 Florida Building Code. R: Pergola and Arbor Entry have been eliminated from the project. Fence is indicated on A-010 as under separate permit. 6. ,Provide cat II safety glass for the splash guard at the tub. / R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered specific hazardous locations for the purposes of glazing. R: Floor Plan on A-102 and Door Schedule on A-103 updated to reflect Cat II safety glass. 7. Sheet 102, Floor Plan. Provide hall way dimensions in front of door 10-A and 12-A. R: Dimensions provided as requested. 8. f Provide dimensions of all rooms. R: All rooms within the project scope have been provided with room dimensions as requested. 9. _,,-F'rovide egress for all bedrooms. R310.1 Emergency escape and rescue required. Basements, habitable attics and every sleeping room shall have at least one operable emergency escape and rescue opening R: Floor Plan on A-102 indicates windows to be Egress, and windows schedule on A-103 further defines window type E as the egress window. 10. -- rovide specification for the roof system. R: Further specifications provided for the roof system under division 07 specification on sheet A-101. 11. - "Provide attic ventilation and calculations. 1503.5 Roof ventilation. Attic ventilation shall be provided in accordance with Section 1203.2 and the manufacturer's installation instructions. 1203.2 Attic spaces. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof framing members shall have cross ventilation for each separate space by ventilation openings protected against the entrance of rain and snow. R: Owner has requested to change the insulation to spray -foam applied at the underside of the roof deck, thus making the space above the ceiling inside of the thermal envelope. 12. Provide attic access. 1209.2 Attic spaces. An opening not less than 20 inches by 30 inches (559mm by 762mm) shall be provided to any attic area having a clear height of over 30 inches (762mm). Clear headroom of not lees than 30 inches (762mm) shall be provided in the attic space at or above the access opening. R: Owner has requested to change the insulation to spray -foam applied at the underside of the roof deck. The thickness of the insulation has reduced the clear height above the ceiling to less than 30 inches. <2� Randall Moreland, AIA, NCARB, LEED AP Principal, Moreland Architecture FL License: AR94592 RCResponse to Building Department Comments Project No: 1508 Permit #: RC16-623 Project Name: Walter on 93rd Reviewer: Discipline: Provide two copies of special inspection form, fully executed for: A) Reinforced masonry per section 2122.4 of FBC 5th edition (2014) code; B) Miami Dade County Administrative Code, Article II, Section 8-22 Soil Compaction (refer to attached copy of the inspection form) R: Special inspection have been provided as requested. Randall Moreland, AIA, NCARB, LEED AP Principal, Moreland Architecture FL License: AR94592 RC MORELAND Response to Building Department Comments ARCHITECTURE AAND SUSTAINABLE DESIGN Project No: 1508 Permit #: RC16-623 Project, Name: Walter on 93rd Reviewer: David Daquisto Discipline: All additions require planning and zoning board approval. R: Planning and Zoning board approval by Development Order File Number PZ-09-15-2015218. 2. Clearly show intemal connection to the new master suite. R: Connection to Master Suite indicated on sheet A-010. 3. Building permit does not include the full scope of work shown on the plans. R: Permit to be u dated to reflect full scope of work. Randall Moreland, AIA, NCARB, LEED AP Principal, Moreland Architecture FL License: AR94592 2937 SW 30th Court/Unit 1, Miami, FL 33133 RMoreland@MorelandArch.com [305] 401-4450 RCResponse to Building Department Comments Project No: 1508 Permit #: RC16-623 Project Name: Walter on 93rd Reviewer: Rafael Hernande Discipline: Plumbing Pending DERM and Helth Dept. for septic. R: DERM and Health Dept. approval obtained. (: 52 Randall Moreland, AIA, NCARB, LEED AP Principal, Moreland Architecture FL License: AR94592 0. RCResponse to Building Department Comments Project No: 1508 Permit #: RC16-623 Project Name: Walter on 93rd Reviewer: Michael Devaney Discipline: Chief Electrical Inspector 1. Need electrical permit application R: Electrical permit application provided as requested. c Randall Moreland, AIA, NCARB, LEED AP Principal, Moreland Architecture FL License: AR94592 Alejandro Ramirez, PE Arper Associates License: PE 52742 RECEIVED OCT 2 8 016 Miami Shores Village r..f Building Department 10050 NE 2nd Ave. F'c R Miami Shores, FL 33138 OPY 305-795-2204 I Fax 305-756-8972 - C— NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by G!'bV%Gfj �.64Vr to perform special inspector services under the Florida Building Code 51h Edition (2014) and Miami Dade County Administrative Code at the 94 NE 93rd Street, Miami Shores project on the below listed structure as of March 8, 2016 (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: JZZL 1— Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insui. Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. Aimee Rodriguez 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or liccnsure to perform the duties assign by 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 Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. 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 Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are insubstantial accordance with the approval plans. Date. Engineer/Architect Name 1 ")' ee fj!% Print Address 12413 SW 220 Street, Miami, FL. 3170 RECEIVED '' Water and Sewer OCT 2 8 201 PO Box 330316 •3071 SW 38th Avenue H$DVALID Miami, Florida 33233-0316 VERIFICATION FORM T 305-665-7471 WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM miamidade.gov ATLAS PAGE: F-8 INV#: 25859 FORM #: 201658911 DATE: 10/13/2016 NAME OF OWNER: WALTER ON 93RD RESIDENCE PROPERTY ADDRESS: I94 NE 93 ST PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: 929 SF ADDITOIN TO AN EXISTING SINGLE FAMILY RESIDENCE PER PLANS - ......... .......... ............ _._..._. __ .............._._... ...... 1943 SF SINGLE FAMILY RESIDENCE PER CCB#393188220 AND PTXA ------- — ----._.._... --- ---- ....... -..... _............. ---- — --- MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 1 & 2 BLK 2 FOLIO NUMBER: 11 3206 013-0150 GALLONS PER DAY INCREASE 0 ... PROPOSED FLOW: 220 PREVIOUS SQUARE FOOTAGE: F _ 1_943 0 NEW CONSTRUCTION PREVIOUS FLOW: 220PROPOSED SQUARE FOOTAGE: F 2,872J ❑INTERIOR RENOVATION — - _.....----- - CRITICAL HABITAT ADOPTED FLOW: 0 ❑SEWER ONLY THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) _2_ INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. BY: SIGNATURE OF REPR EN ATIVE Qeidra Legs New Business Representative AUTHORIZED BY NEW BUSINESS COMMENTS: ':.NO NET INCREASE $60.00 TOTAL DUE ** PRESSURE TEST ON WM ACCEPTALE PER WASD STANDARD AND OK TO INSTALL A 5/8 METER** THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) _ -_ INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE: NO GALLONS [01 GALLONS PER DAY INER SE. Deidra Lewis - New Business Representative m..,;. SIGNATURE OF REPR NT TIVE AUTHORIcF-D B f • e • NEW BUSINESS COMMENTS: SEPTIC TANK HRS AP#1250385N **IF NEW SERVICE IS REQUIRED INSTALLATION`TAI ES PPROX 10-12 WEEKS** • • • • • • THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, At1D MT DOES NOT • • • • GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT MOM TO SERVl THE PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5360. SHOULD IT BECOME NECESSARY TO IrogjtC A SERVICE LINE AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIG14ERS AND • • • ; • CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS. • . • CONTACT NAME: RANDALL MORELAND . Printed On: 10/13/2016 NB: Deidra Lewis • • • CONTACT PHONE: (305) 401-4450 X:45 PM PR: AUTHORIZED BY:OL I�yJ� J V =U DAVID A. DACQUI5TO, AICP �._,aNN1NG 5, 79NING PFCTU;; DEVELOPMENT ORDER lul • 4Skore,3 V {�GGG;fYLL L 10050 N.E, SECOND AVE MIAMI SHORES, FLORIDA 33138-2382 Telephone: (3'05) 795.2207 Fax: (305) 756--8972 File Number: PZ_-09-1.5-2015218 Property Address: 94 NE 93" Street Property Owner: Charles Walter and Maria Paula Garcia Address: 94 NE 93`" Street Applicant: Charles Walter and Maria Paula Garcia Address: 94 NE 93``t Street Anent: Randall Moreland Address: 2551 Trapp AVenUe, Miami. Ft. 33133 Whereas, the applicant Charles Walter and Maria Paula Garcia (owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV. V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. One story addition. Whereas, a public hearing- was held on October S. 2015 and the Board. after having, considered the application and after hearing testimony and reviewing the evidence entered. finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. Tile conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to construct a one-story 600 sf 2 bedroom, I bathroom and master suite addition. 2) The applicant shall provide an architect or engineer's drainage plan and report to certify to the building official that the site provides stontt drainage that detains the first one inch in natural or tittered structural facilities prior to the issuance of a building permit by the Building Official. 3) The applicant is responsible for the installation and maintenance of drainage structures and any site modifications shown on the drainage plan that are necessary to provide storm drainaee that detains the first one inch in natural or filtered structural facilities.. Minor modifications to the approved drainage plan shall require a new signed architect or engineer's drainage plan that shall be subject to review and approval of the Building; Official and the Plannin—Director. Major changes to the approved drainage plan including the construction of Noe l of 21 drainage improvements such as but not limited to mounds and walls, shall require a new site plan review application and review and approval by the Planning and Zoning Board. 4) All drainage improvements shall be installed in accordance with the approved drainage plan before final inspection by the Buildin<, Official. S) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan except that major changes shall require Planning and Zoning Board approval as stated in Condition 45. 6) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers.. etc.) and anti -tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 7) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulator;. and Economic Resources, Environmental Plan Review Division (DRER. EPRD) and the N-liami-Dade Department of Health (DOH/HRS) as required. 8) Ground cover shall comply with the provisions Division 17 of Appendix A. Village of Miami Shores Code of Ordinances.. artificial turf and rock of any kind is specifically prohibited: 9) Applicant to meet all applicable code provisions at the time of permitting. 10) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable !Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 8`h day of October, 2015 by the Planning and Zoning Board as follo%as: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese _Yes Mr. Glinn Yes Chairman Fernandez Yes ;vt�Zc�t� Date PaC7e 2 of 2 SkyRock-Engineering Inc__ www.skyrockeng.com STRUCTURAL CALCULATIONSa. FOR WALTER ON 93RD see .. • "" , ""•• ...... , .... , ...... NEW ADDITION •••:•• .... ...... 94 NE 93RD STREET ' ` ' �• .•••.. MIAMI SHORES, FLORIDA . . •�• • • • • •••••• �TR�C PPPR.C\JEp_ PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No. 29652 vP V1 i pATE,� v Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com J MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaente.rprises.com Date 2/11/2016 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2015\(15041) 94 NE 93 STREET (ADDITION WITH RANDAL)\CALC\WIND.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = 4100V Importance Factor = 1.00 Kd Directional Factor.. 2:t0 •••••• Damping Ratio (beta) = 0.01 •• • Alpha = 9.50 Zg "':'•- 900:Ot' ft •••••• At = 0.11 Bt .....1.t0 Am = 0.15 Bm .... 6• 465. . Cc = 0.20 1 •••• = 500vK ft ••••• Epsilon = 0.20 Zmin 15%01 ft ••�••� Slope of Roof = 3 : 12 Slope of Roof (Thet&l •• = 14! N Deg••.... Ht: Mean Roof Ht = 15.00 ft Type of Roof �••�•� Hipped .� RHt: Ridge Ht = 15.00 ft Eht: Eave Height 15.0-0 ft ....:. OH: Roof Overhang at Eave= 2.00 ft Roof Area itt"(1 ft-. 2 *see� ...... Bldg Length Along Ridge = 87.16 ft Bldg Width Across Ridge= *6.7..05Q ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.90 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 4.95 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z))^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not .include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 67.5 ft wall L/B = 1.29 ph: Net Pressure at top of wall (windward + leeward) = 37.24 psf p0: Net Pressure at bottom of wall (windward + leeward) = 37.24 psf ps: Side wall pressure acting uniformly outward = .57 * ph = 21.19 psf pl: Leeward wall pressure acting uniformly outward = .35 * ph= 12.96 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.28 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.28 psf MWFRS-Wall Pressures for Wind Normal to 87.16 ft wall L/B ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at bottom of wall (windward + leeward) _ ps: Side wall pressure acting uniformly outward = .54 * ph = pl: Leeward wall pressure acting uniformly outward = .38 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl = See Fig 27.6-2 for Parapet wind Wall Press+ See Table 2 Elevation Roof Pressures See Table 27.6-2 • 0 00 Mean roof ht. •••••• .. ... Wind • Plan Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 0.77 38.70 psf 38.70 psf 20.90 psf 14.71 psf 23.99 psf 23.99 psf 1.000 Zone Load Casel Load Case2 ---- Psf ---------- Psf 1 -35.31 ---------- 5.16 2 -24.34 -7.20 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10, indicates that the zone/load case is not applicable. Hipped Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2- Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Clt? 'tstri*cr�,rn P t: ( Wind Ditection air - _ -26.48 psf -27.03 psf 3.87 psf .00 psf 0�- MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MCA Enterprises, Inc. Copyright 2016 www.mecaenterprises.com Date : 2/12/2016 Project No. Company Name : Designed By Address Description City Customer Name State Proj Location File Location: C:\WORK\MY PROJECTS\2015\(15041) 94 NE 93 STREET (ADDITION WITH RANDAL)\CALC \WIND.wnd 1, a .,2 Roof not -• ,. ...... sho«n -5GA ...,. as* 15 ' a 3, ,. ••ii NI:ails .. . i • • i Hip Roof 7 ; A <= 2'.�., • ; , a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 6 ft Description Width Span Area Zone Max Min Max P Min P -------------------------------------------------------------------------- ft ft ft^2 GCp GCp psf psf 10SF 2.00 5.00 10.0 1 0.50 -0.90 27.15 -43.13 10SF 2.00 5.00 10.0 2 0.50 -1.70 27.15 -75.07 10SF 2.00 5.00 10.0 3 0.50 -1.70 27.15 -75.07 10SF 2.00 5.00 10.0 2H 0.50 -2.20 19.97 -87.85 10SF 2.00 5.00 10.0 3H 0.50 -3.70 19.97 -147.75 25SF 5.00 5.00 25.0 1 0.42 -0.86 23.98 -41.54 25SF 5.00 5.00 25.0 2 0.42 -1.50 23.98 -67.13 25SF 5.00 5.00 25.0 3 0.42 -1.50 23.98 -67.13 25SF 5.00 5.00 25.0 2H 0.42 -2.20 16.79 -87.85 25SF 5.00 5.00 25.0 3H 0.42 -3.22 16.79 -128.68 50SF 5.00 10.00 50.0 1 0.36 -0.83 21.57 -40.33 503F 5.00 10.00 50.0 2 0.36 -1.35 21.57 -61.12 50SF 5.00 10.00 50.0 3 0.36 -1.35 21.57 -61.12 50SF 5.00 10.00 50.0 2H 0.36 -2.20 16.00 -87.85 50SF 5.00 10.00 50.0 3H 0.36 -2.86 16.00 -114.25 100SF 10.00 10.00 100.0 1 0.30 -0.80 19.17 -39.13 100SF 10.00 10.00 100.0 2 0.30 -1.20 19.17 -55.11 100SF 10.00 10.00 100.0 3 0.30 -1.20 19.17 -55.11 100SF 10.00 10.00 100.0 2H 0.30 -2.20 16.00 -87.85 100SF 10.00 10.00 100.0 3H 0.30 -2.50 16.00 -99.83 WINDOW 3.00 3.00 9.0 4 1.00 -1.10 47.12 -51.11 WINDOW 3.00 3.00 9.0 5 1.00 -1.40 47.12 -63.09 DOOR 6.67 3.00 20.0 4 0.95 -1.05 44.99 -48.99 DOOR 6.67 3.00 20.0 5 0.95 -1.29 44.99 -58.84 COL 2.00 11.00 40.3 4 0.89 -0.99 42.85 -46.84 COL 2.00 11.00 40.3 5 0.89 -1.19 42.85 -54.55 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 39.93 psf *004:0 see • •••• • • 9*6 •••••• •• • • • •• •• •• • •••••• • • • • • • • • • mir SyRockgineing, Inc�e�SOB: CA No. 29652 www.skyrockeng.com SHEET No.:y✓ OF EMAIL: aimee@skyrockeng.com CALCULATED BY: /�L DATE: bit Phone: 786 285 7157 Fax: 305.258 3345 ...... .... ...... / • • . . . 61,� ::I c -a-- 2-:::� - / '7feSF V/V -- Z—(�� -7L (7 �5, SkyRock Engineering, Inc JO6: CA No. 29652 www.skyrockeng.com SHEET No.: of 2 _ EMAIL: aimee@skyrockeng.com CALCULATED BY: g DATE: Phone: 786 285 7157 Fax: 305.258 3345 C77 4-51 A) Y43- see* . . .... ...... ...... .... ...... .... .... ..... .. .... .... ..... ...... ... ..... . . . . . . . . ...... SkyRock�Engmmm neering, Inc SOB: 093 CA No. 29652 www.skyrockeng.com SHEET No.: OF 2- EMAIL: aimee@skymckeng.com CALCULATED BY: 24R= DATE: Phone: 786 285 7157 Fax: 305. 258 3345 QV C M ��Ac,41a�l to ®�S_kyRock�Engineering, Inc CA No. 29652 www.skyrockeng.com SHEET No.: OF EMAIL: aimee@skyrockeng.com CALCULATED BY: "--- D J !.� Phone: 786 285 7157 Fax 305. 258 3345 6c-, e'al -- /,50 (0167---) ( JI-65,Ak Title Block Line 1 Project Title: You can change this area Engineer: Project ID: d using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Block' selection. Title lock Line 6 Primed: 11 FEB 2016. Z20PM Concrete Beam Flle=C:iWORicWPRo,I-fl20151(15041-1icALclakec6 �.� ENERCALC, INC.1983-2015. Buik6.15.129, Ver.6.15.12.9 Description : B-1 CODE REFERENCES. Calculations per ACI 318-11, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties fc 1r1 = 3.0 ksi Phi Values Flexure: 0.90 fr = fc * 7.50 = 410.792 psi Shear: 0.750 yJ Density = 145.0 pcf 131 = 0.850 X LtWt Factor = 1.0 Elastic Modulus = 3,122.0 ksi Fy - Stirrups 40.0 ksi fy - Main Rebar = 60.0 ksi E - Stirrups = 29,000.0 ksi E - Main Rebar = 29,000.0 ksi Stirrup Bar Size # = # 3 Number of Resisting Legs Per Stirrup = 2 Load Combination ASCE 7-10 face 0.334 1-0.401 • • • • V.• • • • • ••� • 00*000 9'wxlWh •too: • • • • ' sparr-17.5011 •••• •••• ••••• • •••••• •• • ••••• L� •• •• •• • ••••• Cross Jecuon a Kelnrorcing Details + • • • • • • • Rectangular Section, Width = 8.0 in, Height =16.0 in • • + • • ;• Span #1 Reinforcing.... • • 247 at 2.50 in from Bottom, from 0.0 to 17.50 ft in this span 246 at 2.50 in from Top, from 0.0 Pol7.56 ft in this span • • AppliLoads • • • edService loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.3340, Lr = 0.4010 ktft, Tributary Width =1.0 ft, (ROOF) nrnenv n. u■u..... ✓ --.■ wwe.mnn Maximum Bending Stress Ratio = 0.714: 1 Maximum Deflection -� --- Section used for this span Typical Section Max Downward Transient Deflection 0.137 in Ratio = 1527 u :Applied _ 45.825 k-ft Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Mn ' Phi: Allowable 64.140 k-ft Max Downward Total Deflection 0.471 in Ratio = 446 Load Combination +1.20D+1.60Lr+0.50L+1.60H Max Upward Total Deflection 0.000 in Ratio = 999 Location of maximum on span 8.766ft Span # where maximum occurs Span # 1 vertical rceactions Support notation : Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum 7.559 7.559 Overall MINimum 2.430 2.430 +D+H 4.050 4.050 +O+L+H 4.050 4.050 +D+Lr+H 7.559 7.559 +D+S+H 4.050 4.050 +0+0.750Lr+0.750L+H 6.682 6,682 +D+0.750L+0.750S+H 4.050 4.050 +D+0.60W+H 4.050 4.050 +0+0.70E+H 4.050 4.050 +D+0.750Lr+0.750L+0.450W+H 6.682 6,682 +0+0.750L+0.750S+0.450W+H 4.050 4.050 +D+0.750L+0.750S+0.5250E+H 4.050 4.050 +0.60D+0.60W+0.60H 2.430 2.430 Title Block Line 1 Project Title: kl-D, You can change this area Engineer. Project ID: using the 'Settings' menu item Project Descr: and then using the'Printing & Title Block' selection. Title Block Line 6 r Printed: 11 FEB 2016, 2:20PM Concrete Beam HIe=C:tWOMWPROJ-1120151(15041-11CALCvc*.ec6 ENERCALC, INC. 1963.2015, Build.6.15.129, Ver.6.15.129 Description: Vertical Reactions Load Combination Support 1 Support 2 +0.60D+0.7 E+0.60H 2.430 2.430 D Only 4.050 4.050 Lr Onty 3.509 3.509 L Only S Only W Only E Only H Only Maximum Forces & Stresses for Load Combinations Support notation : Far left is #1 Load Combination L Bending Stress Results (k-ft ) Segment Length Span # in Spa Mu: Max Phi"Mnx Stress Ratio MA)Gmum BENDING Envelope Span # 1 1 17.500 45.83 64.14 0.71 +1.40D+1.60H Span # 1 1 17.500 24.81 64.14 0.39 +1.20D+0.50Lr+1.60L+1.60H Span # 1 1 17.500 28.94 64.14 0.45 +1.20D+1.60L+0.50S+1.60H Span # 1 1 17.500 21.26 64.14 0.33 . • • • • . +1.20D+1.60Lr+0.50L+1.60H ' • • • • • • • • • • • Span # 1 1 17.500 45.83 64.14 0.71 • • • • • + +1.20D+1.60Lr+0.50W+1.60H • • • + Span # 1 1 17.500 45.83 64.14 0.71 .+.•.. • +. .. ...... +1.20D+0.50L+1.60S+1.60H 0 0 0 ++++ • + Span # 1 1 17.500 21.26 64.14 0.33 •'• + + *see 00000 '•" ' • +1.20D+1.60S+O.50W+1.60H *fee 0000 • • • • • Span #1 1 17.500 21.26 64.14 0.33 •••••• •• • + ••••• +1.20D+0.50Lr+0.50L+W+1.60H • • 669096 • • Span # 1 1 17.500 28.94 64.14 0.45 • +1.20D+0.50L+0.50S+W+1.60H •++•++ . • . • • + Span #1 1 17.500 21.26 64.14 0.33 • ' ;++.;• ••"•' +1.20D+0.50L+0.20S+E+1.60H • • + • Span #1 1 17" 21.26 64.14 0.33 of ++++ :+•••: +0.90D+W+0.90H • • • Span # 1 1 17.500 15.95 64.14 0.25 +0.90D+-:+0.90H Span # 1 1 17.500 15.95 64.14 025 Overall Maximum Deflections Load Combination Span Max.'-' Deft Location in Span Load Combination Max. '+ Deft Location in Span +D+Lr+H 1 0.4706 8.750 0.0000 0.000 Title Block Line 1 Project Title: You can change this area Engineer using the 'Settings' menu item Project Descr and then using the 'Printing & Title Block" selection. Project ID: Z i me mom une b Printed: 11 FEB 2016, 2:20PM Concrete Beam - FIie=C`w°ROMN R°""2D751(15041-11C""'k�c.ec6 ENERCALC, INC.1983.2015, Build:6.15.12.9, Ver.6.15.12.9 0.0SkyRock Engineering Description: B-1 41 ZOOO L Y 23 u C U 000 a € 2 MEMBER—» ..... .... . . • I12 3,47 S13 61% 813 10.41 1224 • ; ; ; �3+99 • ; ; .1S�c ; • 1756 ' ...... ... ..... Waxe(ft) 00• • 1 +1.4601.6011 1 +110 4SDW1.601t1.60N 1 +116D+1.601#O.SOS+1.66N 1 +110D+11011+D,S01+1.60N 1 +110D+1.661UMMOH 1 +1.I0MMOl+1.665+1.60H• • 1 +110D+i.66S+6.SOW+1.6011 1 +1.2004SO1.14SDl+W+1.6011 1 +1.ZDD+D.SDI+D.SDS+W+1.66H i +110D+D.SOL O.ZOS4+110N II +D.40D+W+D.116H 1 JUJk+1+) 4OH 96004 • i1• S • • MOW—}> L Q p .0 .S •11 112 3.47 S23 6,w 813 10,41 2.24 13,49 ISJS 9.9 MAO) i +1.4DDt1.66H 1 +1104SOW1.661t1.60H i +i16D+1.661+6.SDS+1.60H 1 +110D+1.6011t0.SO1+1.60N . 1 +1100+110114SDWt1.6DN 1 +1104S61+1.66S+1.6011 II +1,ZDD+I.6DS+D.SDW+1.60H 1 +1.ZDD+D.SDI,+D.SDL+W+1,66H 1 +l.ZDD+D.SDL+D.SDS+W+160H 1 +11OD+6.S01+0105+E+1.60H 1 +6.4DD+W+6.40N 14000+149011 Title Block Line 1 Project Tile: You can change this area Engineer. Proiect ID: (6) using the 'Settings' menu item Project Descr: and then using the 'Printing & Title Block' selection. Concrete Beam Description : B-1 n v 0 0 Printed: 11 FEB INC.19WO15, BLdfd*.15.129. Ver6.15.129 lb 391 413 6.45 8.18 496 1142 " * *'j�j$'� ... tar><e(frj .... 0 ..... .... ..... 1 +D+H 1 +D+I+H 1 +D+lt+H 1 +D+S+H ! 0+0.1SOL4.71161: R+U�a1SIY+D.ISDS�N" " ! +D+0.60W+H i +D+0.16E+H 1 +D+D.1SOh+D,1SDt+D.4SDW+H 1 +D+0JSDL+D.1SDS+O.4SDW+H 1 441SOWADS'+6.S801+11 i 4-10DID.60W+6.6611' : 1 +0.6OD410E+6.6011 1 Dosiy 1 lto"h l±i loply i Solly : • •: •: I wMY • 1 Eoply 1 Holly ....: �SkyRock�Engineering, Inc CA No. 29652 www.skyrockeng.com EMAIL: aimee@skyrockeng.com Phone: 786 285 7157 Fax: 305. 258 3345 JOB: SHEET No.: OF CALCULATED BY: DATE: .... ...... . . . .... Z ..... �5 ---- 5 2 . ... .... ...... . S 5337,3 15 L �-o 56 r_ s2-�4�G� 9l moo r5 3� SkyRock�Engineerring, Inc CA No. 29652 www.skyrockeng.com EMAIL: aimee@skyrockeng.com Phone: 786 285 7157 Fax: 305. 258 3345 JOB: &v d s SHEET No.: /1 �J OF Z CALCULATED BY: DATE: 2 L % 6 ZDO . . .... ...... ...... .. .. ..... . �= 1897z,7 -2 �c cloz-72 A Z p 4W-A-�c3rz�,QI D�4_ ,.101_ So75Cl. 75� ��,7 JC0,33 /Z Z-1p,S;-7 ,..-4-? =-o,I/Zl ill yRomakimck�Eng neering, Inc CA No. 29652 www.skyrGckeng.com EMAIL: aimee@skyrockeng.com Phone: 786 285 7157 Fax: 305.258 3345 Vol SHEET No.: l OF . CALCULATED BY: DATE: f �r l�� i ... .. .. 000900 0 00 D x54 ,,w•. s2000000 (5� 2,7_5.X z _ 7� 2,%C 152o1s �3 •' ' . ; �� •�• z 7,11 . (071 r ?-Plf- s0 035i/Z, a Alt- Tide Block Line 1 Project Title: .0 You can change this area Engineer: Proieci ID: using the'Settings' menu item Project Descr. and then using the 'Printing & Title Block' selection. Title Block Line 6 NnW:11 FES 2010, 6:54M Wood Beam M=C%WOWWPROJ-1Va15u15041-1Cr►LCt*.ec6 ENERCALC,INC.1%3.2015, 8U5dA15.129,Vw.&15.129 Description : WOOD FLOOR JOISTS CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 1250 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 1250 psi Ebend- xx 1600 ksi Fc - Pril 1500 psi Eminbend - xx 580ksi Wood Species : Southern Pine Fc - Perp 565 psi Wood Grade : No. 1: 2" - 4" Thick: 8" Wide Fv 175 psi Beam Bracing :Completely Unbraced Ft 800 psi Density 34.32 pcf D 0.033 L 0.0532 i • • •••• •••• Z(a • • • • • Span = 10.0 It •••• •••• ••••• Applied Loads Service loads entered. Load FatlbTs-*i l be applied fer calculations • • Beam self weight calculated and added to loads • • • • • • • Uniform Load: D = 0.0330, L = 0.05320 , Tributary Width =1.0 ft • • • • • • )ESIGN SUMMARY . • , _ e • aximum Bending Stress Ratio = 0.8821 Maximum Shear Stress Ratio = • • 9.309 : 1 Section used for this span 2x8 Section used for this span " • 2x8 fb : Actual = 1,013.56psi fv : Actual = 54.08 psi FB : Allowable = 1,148.70psi Fv : Allowable = 175.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 5.000ft Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.158 in Ratio = 759 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.264 in Ratio = 455 Max Upward Total Deflection 0.000 in Ratio = 0 <240 maximum rorces a guesses for toad combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C C i Cr Cm C C M tb FN t L Fb V fv Pv +D+H 1.000 1.00 1.00 1.00 1.00 0.77 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.386 0.138 0.90 1.000 1.00 1.00 1,00 1.00 0.93 0.44 406.28 1051.21 0.16 21.68 157.50 +D+L+H 1.000 1.00 1.00 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length =10.0 It 1 0.882 0.309 1.00 1.000 1.00 1.00 1.00 1.00 0.92 1.11 1,013.56 1148.70 0.39 54.08 175.00 +D+U+H 1.000 1.00 1.00 1.00 1.00 0.92 0.00 0.00 0.00 0.00 Length =10.0 It 1 0.300 0.099 1.25 1.000 1.00 1.00 1.00 1.00 0.87 0.44 406.28 1355.68 0.16 21.68 218.75 +D+S+H 1.000 1.00 1.00 1.00 1.00 0.87 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.317 0.108 1.15 1.000 1.00 1.00 1.00 1.00 0.89 0.44 406.28 1279.98 0.16 21.68 201.25 +D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 0.89 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.636 0.210 125 1.000 1.00 1.00 1.00 1.00 0.87 0.94 861.74 1355.68 0.33 45.98 218.75 +D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 0.87 0.00 0.00 0.00 0.00 Title Block Line 1 Project Title: You can change this area Engineer using the *Settings' menu item Project Descr: and then using the 'Printing & Title Block' selection. Wood Beam Description: WOOD FLOOR JOISTS Proiect ID: 0/_6 Printed: i t FEB 2016, 6:54PA1 1(15041-11CALC1plc.ec6 Id:6.15.12.9, Ver.6.15.129 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C RV C i Cr C m C t C L M tb F'b V fv F'v Length =10.0 ft 1 0.673 0.228 1.15 1.000 1.00 1.00 1.00 1.00 0.89 0.94 861.74 1279.98 0.33 45.98 201.25 +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 0.89 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.264 0.077 1.60 1.000 1.00 1.00 1.00 1.00 0.77 0.44 406.28 1541.17 0.16 21.68 280.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 0.77 0.00 0.00 0.00 0.00 Length =10.0 It 1 0.264 0.077 1.60 1.000 1.00 1.00 1.00 1.00 0.77 0.44 406.28 1541.17 0.16 21.68 280.00 +D40.750Lr+0.750L40.450W+H 1.000 1.00 1.00 1.00 1.00 0.77 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.559 0.164 1.60 1.000 1.00 1.00 1.00 1.00 0.77 0.94 861.74 1541.17 0.33 45.98 280.00 +D+0.750L40.750S40.450W+H 1.000 1.00 1.00 1.00 1.00 0.77 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.559 0.164 1.60 1.000 1.00 1.00 1.00 1.00 0.77 0.94 861.74 1541.17 0.33 45.98 280.00 +D+0.750L+0.750S40.5250E+H 1.000 1.00 1.00 1.00 1.00 0.77 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.559 0.164 1.60 1.000 1.00 1.00 1.00 1.00 0.77 0.94 861.74 1541.17 0.33 45.98 280.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 0.77 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.158 0.046 1.60 1.000 1.00 1.00 1.00 1.00 0.77 0.27 243.77 1541.17 0.09 13.01 280.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 0.77 0.00 0.00 0.00 0.00 Length =10.0 It 1 0.158 0.046 1.60 1.000 1.00 1.00 1.00 1.00 0.77 0.27 243.77 1541.17 0.09 13.01 280.00 Overall Maximum Deflections Load Combination Span Max. •' Deft Location in Span Load Combination Max. •+• DetiLocation in Sfa +D+L+H 1 0.2637 5.036 • . • 0.0000 • • Vertical Reactions Support notation : Far left is #1 • •y in Kips' • •' • ; • • • • : • Load Combination Support 1 Support 2 000000 • • erall MAXimum 0.444 0.444 4006• • ..•... • Overall MINimum 0.107 0.107 * • • • • ° '....' ..... +D+H 0.178 0.178 •••••• •• • • ;•�• +D+L+H 0.444 0.444 • • • •00 r +D+Lr+H 0.178 0.178 • +D+S+H 0.178 0.178 • • • • • • • • • • 4D+0.750Lr40.750L+H 0.377 0.377 :.. , : • ' "' • " +D40.750L+0.750S+H 0.377 0.377 ; •'. ' • • +D+0.60W+H 0.178 0.178 +4)+0.70E+H 0.178 0.178 • • • • • • +D+0.750Lr+0.750L+0.450W+H 0.377 0.377 +D+0.750L+0.750S+0.450W4H 0.377 0.377 +D+0.750L+0.750S+0.5250E+H 0.377 0.377 40.60D40.60W+0.60H 0.107 0.107 +0.60D+0.70E+0.60H 0.107 0.107 ` D Only 0.178 0.178 Lr Only L Only 0.266 0.266 S Only W Only E Only H Only Rock,�Eng Engineering, Inc SkyAmSOB: CA No. 29652 www.skyrockeng.com SHEET No.: ` OF EMAIL: aimee@skyrockeng.com CALCULATED BY: DATE: Phone: 786 285 7157 Fax: 305.258 3345 ¢= Z P . . .... ...... ...... .... ...... 2 • .... ... ..... .. ... Z+.i.i 14-5 YXI z- lid (5 v ,- Al)�3 �- 7 SkyRock�Eng neering, Inc SOB: Goo 3 CA No. 29652 www.skyrockeng.com SHEET No.: 41�96 ,L OF EMAIL: aimee@skyrockeng.com CALCULATED BY: f ' DATE: Phone: 786 285 7157 Fax: 305.258 3345 9k Q 1fl -d yRock.Engineer� ng, Inc CA No. 29652 www.skyrockeng.com EMAIL: aimee@skyrockeng.com Phone: 786 285 7157 Fax: 305.258 3345 JOB: ( 47 9-3 SHEET No.: 2-1 OF CALCULATED BY: — DATE: 43 75�ylf/ 7-4- 56-4717 �YJV,, ?- 13 )- zC (a Z-). r� -3, 7 2g o o Z5 S::sGb -- -- ? Masonry Connectors The embedded truss anchor series provides an engineered method to properly attach roof trusses to concrete and masonry walls. The products are designed with staggered nail patterns for greater uplift resistance. Information regarding the use of two anchors on single- and multi -ply trusses is included. The TSS, a companion product of the META, provides a moisture barrier between the concrete and truss. The preassembled unit is riveted with no height adjustment The DETAL20 is a high capacity embedded truss anchor for attachment of single -ply trusses to concrete and masonry walls. It combines dual embedded anchors with a structural moisture -barrier seat that is partially embedded in the concrete or grout. This seat serves to protect the truss and also provides additional lateral and uplift capacity. The embedded anchors are pre -attached to the moisture barrier through slots that allow for a j slight amount of adjustability, providing flexibility during installation to avoid rebar. The moisture -barrier seat includes tabs at each end for optional attachment to the form board in concrete tie -beam applications. MATERIAL: HHETA-14 gauge; HETA-16 gauge; HETAL—strap 16 gauge, truss seat 18 gauge; META-18 gauge; TSS-22 gauge; DETAL-16 gauge (Barrier-18 gauge) FINISH G I ' d S d t '1 bi ' ZMAX® META with TSS . a vamze . ome prov o uc s al a e m coating; see Corrosion Information, pages 13-15. i Model W INSTALLATION: • Use all specified fasteners. ! No. See General Notes. TSS2 1% • The META, HETA and HHETA are embedded 4' into a ` TSS2-2 3% 6' min. concrete beam or 8' nominal grouted block wall; i HETAL is embedded 51/i8'; DETAL is embedded 41h'. I TSS4 3% • The DETAL20 is installed centered and flush on top of an 8' masonry band beam or concrete tie beam. i ` The moisture barrier seat bears on masonry face shell or concrete tie beam form boards; the two Moisture barrier i ; i i not shown (Typ•) i flanges embed into grout or concrete The two L-- embedded anchors shall be installed vertically into grout or concrete. • The TSS moisture barrier may be preattached to the truss using 6d commons. • For mislocated truss anchors which are greater than'/e but less than 1'/Z from the face of the truss, a shim must be provided. Shim design by Truss Engineer. When gap is greater than 1'/� , install new anchors. • In double embedded anchor installations, do not install fasteners where the straps overlap when wrapped over the truss heel. CODES: See page 12 for Code Reference Key Chart. See note 9 for edge distance p These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. Single Embedded Anchor Installation C C .80 DETAL20 U.S. Patent 7,987,636 Model Na. H (in.) SP Uplift Load 160 Load Duration Increase Lateral Loads (160) Code Ref. 10dx11h 16d Quantity I Load Quantity Load F1 FZ META12 8 1 7 F 1450 6 1450 340 725 META14 Discontinued —See META12 and META16 META16 12 7 1450 6 1450 340 725 META18 14 7 1450 6 1450 340 725 META2W 16 7 1450 6 1450 340 725 META22 18 7 1450 6 1450 340 725 META24 20 7 1450 6 1450 340 725 META40 36 7 1450 6 1450 340 725 HETA12 8 7 1520 7 1780 340 725 HETA16 12 9 1810 8 1810 340 725 HETA206 16 9 1810 8 1810 340 725 F27 HETA24 20 9 1810 8 1810 340 725 HETA40 36 9 1810 8 1810 340 725 HHETA16 12 10 2235 9 2235 3407 815 HHETA201 16 10 2235 9 2235 3407 815 HHETA24 20 10 2235 9 2235 3401 815 HHETA40 36 10 2235 9 2235 3407 815 HETAL12 7 104 1085 104 1270 4155 1100 HETAL16 11 144 1810 134 1810 4155 1100 HETAL20 1 15 144 1810 134 1810 4155 1100 SIMPSON Strongliiee ` %10• • • • •• •••••• •••••• HETAL JW$20 •••••• (I UVAE similar) • • •••• •••• ••••• •• •• • ••••• Straps may be installed straight or wrapped over to achieve listed loads 1. Loads have been increased for wind or seismic loading. Reduce where other loads govem. 2. Minimum f'c = 2500 psi. Minimum f m = 1500 psi. 3. For simultaneous loads in more than one direction, the connector must be evaluated as described in Note e, page xx under Instructions to the Designer. 4. Five nails must be installed into the truss seat of the HETAL. 5. Parallel -to -wall load towards face of HETAL is 1975 lbs. 6. it is acceptable to use a reduced number of fasteners provided that there is a reduction in uplift load capacity. See example on page 190. Lateral loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or less than 6-16d or 7-10dxl %: fasteners are used with the META anchor. 7. The HHETA allowable F1 load can be increased to 435 lbs. 4 the strap is wrapped over the truss and a minimum of 12 nails are installed. 8. Minimum spacing for multiple anchor installation is 2 times the embedment depth for full load. See Double Embedded Anchor Installation table on page 181 for loads on closer spaced anchors. 9. Minimum edge distance for HETA/META is 1 W for concrete and 2' for masonry. 10. NAILS: 16d = 0.162' dia. x 31h' long, 10dx1 Yz = 0.148' dia. x 1'rF long. See pages 22-23 for other nail sizes and information. mmnryconnectors Fasteners DF/SP SPF/HF Model Allowable Loade-1 Allowable Loade-2 No. Ga IN To To To Uplift' Lateral Uplift' Lateral Code Ref. Rafters/ CMU Concrete (160 160 (160) F1 F2 (160) Ft F2 Truss HM9KT' 18 1'/io 6'/4 4-SDS'/a'x1'k' S-'/4x2'/4Titen 5-V4x1%Titen 595 425 200 595 425 200 HGAMIOKTA' 14 — — 4-SDS''/4'x1'k' 4-'/4x2'/ Titen 4-Yac13/, Ttten 850 1005 1105' 610 725 7951 F27 H10S 18 1% 11% 8-8dxl1h 2-%x4 Titen HD 2-'Ax4 Titen HD 1065 — — 915 — — IP1, F25 LTA2 Perpendicular to 18 — — 10-10dx1'f Embed Embed 12108 415 875 1015 415 735 Wall Installation LTA2 F24 Parallel to Wall 18 — — 10-10dx1'k Embed Embed 1210' 950 220 1015 800 220 Installation H16 18 1% 18% 2-10dxl% 6-%x2'/4Titan 6-%x13/4 Titen 1470 — — 1;65 • — • • • • • • H16S 18 1% 11"/1a 2-10dx1'rh 6-'/4x2'/4Titen 6-'/4x1%Titen 1470 — — 26Fo•.— H16-2 18 3% 18% 2-10dxl f 6-'/4x2% Titen 6-'/4x11. Titen 1470 — — TLQ' e • — • • F26 • • H16-2S 18 3% 111% 1 2-10dx1'rl 6-'/<x2'/,Titen 6-1/4xl % Titen 1470 — — i2t5' •— —• • 1. Loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. 2. Allowable loads are for one anchor. A minimum rafter thickness of 21N must be used when framing anchors are installed on each side of the joist and on the same side of the plate. 3. The HM9KT and HGAMIOKTA are kits with (20) HM9 and (10) HGAM10 connectors packaged with Simpson Strong -Tie• Strong-Drivee SDS Heavy -Duty Connector screws and 21W and 2% Titen• screws, respectively. (1YV Titen screws for concrete installations sold separately.) 4. See page 173 for Titen screw information. L Typical H10S Installation e H16S Installed Into Masonry #51 h LTA2 Perpendicular to Wall Installation 5. Table allowable loads were determined using test d1w4ty3 & fasteneirylttl An values.• • 6. Products shall be installed such that the Titen screws and Titen HD• anchors are • • • • • not exposed to the weather. • • • • • • • • • • • • • • 7. HGAM10 F2 loads are for forces into the connectow9ee ieuethtion 2 forkeds • • • • • • • • away from the connector. • 8. LTA2 allowable uplift on SP is 1425 lbs. for perperitlicutaito ;all installation and • • 1390 lbs. for parallel to wail installation. • • • • 000000 9. NAILS: 10dxl % = 0.148' dia. x 1'e4' long, 8dx1112 =9.131" rjla.xl'/z lonV 0 • •' See pages 22-23 for other nail sizes and information. • • :**so: /-a • • • F7 Moisture barrier not shown (Typ.) 0 lbs. ( 53 530 lbs. (SPF)SPF) 11/ L-- 15 Reber Min. ©HGAM10 installed into Masonry FZ�.- Flanges face in 05 Rebar Min. edge distance =114' Min. LTA2 Parallel to Wail Installation 1 © HM9 Attaching Truss to Masonry Rebar Min. 179 The RBC Roof Boundary Clip is designed to aid installation — 41/2' and transfer shear loads between the roof diaphragm and wall. ! The locator tabs make proper location of the clip easy. The RBC can be used on wood or masonry walls and will handle roof i I ° I • pitches from 0/12 to 12/12. ° C: MATERIAL: 20 gauge FINISH: Galvanized ° t — INSTALLATION: • Use all specified fasteners. See General Notes. g g • Field bend to desired angle — one time only. • See flier F-C-RBC for more information on installation and code requirements. CODES: See page 12 for Code Reference Key Chart. I • o The RBC installed to blocking resists rotation ° o ° and lateral displacement of rafter or truss. Code references: • IRC 2009/2012, R802.8 Lateral Support • IBC 2009/2012, 2308.10.6 Blocking Blocking allows proper edge nailing of sheathing. Code references: • IRC 2009/2012, Table R6O2.3(1), footnote 1 • IBC 2009/2012, 2305.1.4 Shear Panel Connections _ OF/SP SPF/HF Fasteners Allowable Allowable Model Type of Bending Loads Loads Code No. Connection Angle Ref. To Wall To Blocking Lateral Lateral (160) (160) 10 45° to 90° 6-10dx1'f 6-10dxl f 445 380 RBC <30° 610dx1'h 61Odx1'h 435 375 IPt, 30°to45° 6-10dx1'k 6-10dx1'k 1 480 1 415 F25 ❑3 0° to 45° 3-Y,x2Y. Then° 6-tOdxi'h 350 350 53/4' RBC U.S. Patent 7,293,390 1 wW Rafter/rruss (TYP) X(7�yp) king Li Typical 14 .1pV0liation • • • • • • • • G••• •• ••i ••9 0D • •••• • • •�'14' • Typical RBC Installation Over 1" Foamboards 1. Allowable loads are for one anchor attached to blocking minimum 1'h' thick. 2. RBC can be installed with up to M' gap and achieve 100q of the listed load. 3. Allowable loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. 4. When attaching to concrete use 3-%x1Y.' Titen°screws.I Typical RBCI 5. RBC installed over l' foamboard has a load of 395 lbs. (160) in a parallel to wall Installation (FI) load direction for Douglas Fr. For SPF, the load is 340 lbs. I U.S. Patent 6. RBC may be installed over IN structural sheathing using 1 Odx1'/z nails with no load reduction. 7,549,262 7. NAILS: 10dx1'h = 0.148' dia. x 1 % long. See pages 22-23 for other nail sizes and information. -- — Our line of angles provides a way to make a wide range of 90° connections. MATERIAL: A21 and A23-18 ga.; all other A angles-12 ga. FINISH: Galvanized. Some products available in stainless steel or ZMW coating; see Corrosion Information, pages 13-15. INSTALLATION: • Use all specified fasteners. See General Notes. CODES: See page 12 for Code Reference Key Chart. Model Dimensions Fasteners AllowableLeads DF/SP Code No. H►1 W2 L Base Post 160 Ref. Boltsl Nails Boltsj Nails Fi' I F2 A21 2 1'h 1% — 2-10dx1'k — 2-10dx1F 365 175 114, A23 2 1'h 2% — 4-10dxl h — 4-10dx1'fi 715 565 L5, F13 A33 3 3 1'h — 410d — 4-1Od 800 330 L3, L18, A44 4%. 4% 1''A — 4-10d — 4-10d 8C0 295 I137 A66 5% 5% 1'h 2-% 3-10d 2-% 3-10d — — A88 8 8 2 3-% 4 10d 3-% 4-10d — — A24 3% 2 2'h 1-'h — 1-'h 2-10d — — 180 A311 11 3% 2 1 'h — 1-'h 410d — — 1. Allowable loads have been increased for wind or Ft loads in both directions. earthquake loading with no further increase allowed. 4. NAILS: 10dx1 Yz = 0.148' dia. x 111V long, Reduce where other loads govem. 10d = 0.148' dia. x 3' long. See pages 22-23 2. For SPF/HF lumber use 0.86 of table loads. for other nail sizes and information. 3. Connectors are required on both sides to achieve A44 Installation (A33 similar) � t+'ilPll� 1 e Typical RBC Installation biTypical SBC Installation • •.:. 3 to CMUP01.2 ° ° Thy 499C isZvailable with prongs into one side (RBCP) for I pre -attachment of the part to a block at i the truss plant. Refer I to technical bulletin { up to T-RBCP for more .gap information. { Moisture Anchors barrier specifier W' notshown by the Designer A311 Installation A21/A23 Installation Anchors specified by the Designer A24 Installation 207 MIAMI-OAI7E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Vingspan Insulation LLC 2100 RiverEdge Parkway, Suite 175 Atlanta, GA 30328 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami-DQg„- County) reserve the right to have this product or material tested for quality assurantC pttrposes..1f this product or material fails to perform in the accepted manner, the manufacture orrincur the • • expense of such testing and the AHJ may immediately revoke, modify, or suspend We use of such' • product or material within their jurisdiction. RER reserves the right to revoke this%crep•.p•tance,Kit f is determined by Miami -Dade County Product Control Section that this product ormatetxal fails too • meet the requirements of the applicable building code. 000000 •0.0 • • This product is approved as described herein, and has been designed to comply with the 14orida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. . • • : ••... .. . ••.• DESCRIPTION: GreenGuard.Synthetic Roof Underlayment . . •• . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this'NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 1' . ' ' INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its 'distributors and shall be available foiiispection at the job site at the request of the Building Official. This NOA consists of pages 1 through 3. The submitted documentation was reviewed by Gaspar J Rodriguez. r , , 1( ?� NOA No.: 15-0112.03 MmmmADECOUNTY Expiration Date: 05/13/19 • Approval Date: 09/24/15 Page 1 of 3 ROOFING COMPONENT APPROVAL Cateeorv• Roofing Sub-CateQory: Underlayment Material: Polypropylene SCOPE: This acceptance is for Kingspan GreenGuard Underlayment as manufactured by Intertape Polymer Corporation, as described in this Notice of Acceptance, for use with'approved prepared roof assemblies where this product or an ASTM D226 underlayment is specified with prescribed approved fasteners 'and fastener densities, designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION Test Product Product Dimensions Specification Description G; FgpGuard Synthetic Width = 36", 38" up Rpof Ilnderlaymegt to 144" • • • Length = min. 25' )1*P4j1FAG r1ftNG LOCATIONS: 1... Truroi•3w."Scotia, Canada- • • . .• •• EVdDENCF: ftU101ITTED: , ASTM D226 Polymer coated, woven polypropylene Type I & II roof underlayment that is comprised of a woven core coated on both sides with a polymer coating. • • • • •Vest Aiencv. Test Identifier InV4eV Testing Services 101648092COQ-001 . • Test Name/Report Date ASTM D226 Type I & II o 02/04/09 INSTALLATION: t ' 1. Kingspan GreenGuard Underlayment shall be installed'in strict compliance with applicable Building Code. 2. Kingspan GreenGuard Underlayment shall be installed with a minimum 4-inch head lap in a . shingle layer fashion and a 6-inch end lap where required as specified by manufacturer's specifications. 3. Kingspan GreenGuard Underlayment shall be fastened with approved corrosion resistanf tin -caps and 12 gage 1 '/4" annular ring -"shank nails, spaced 6" o fc.' at all laps and fastened'in a 12" o.c`. grid pattern in the f eid of the roll. '' ` 0, 1 F 4. Kingspan GreenGuard Underlayment is a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance.; 5. Kingspan GreenGuard Underlayment may be used with Asphaltic shingles, Wood shakes and, shingles, Non-structural metal roofing, and quarry slate. 6. For fire classifications of specific roof assemblies; using Kingspan GreenGuard Underlayment refer to a current Approved Roofing Materials Directory for fire ratings of this product. 7. All nails in the deck shall be carefully checked for protrudingtleads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. r I WAL I Ion 91 . A7PPROVED NOA No.: •15-0112.03 Expiration Date: ,05/13/19 Approvil Date: 69/24/15 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. Kingspan GreenGuard Underlayment can be used in any approved prepared roof assemblies where ASTM D 226 Type II underlayment is specified; and shall be installed in compliance with the Florida Building Code. 3. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 4. Kingspan GreenGuard Underlayment shall not be used in Roof Tile assemblies, nor shall it be hot mopped, refer to manufacturer's published literature for product compatibility. 5. Kingspan GreenGuard Underlayment shall not be left exposed to weather for longer than 30days. 6. Kingspan GreenGuard Underlayment may be used with any approved Roof Covering NOA listing Kingspan GreenGuard Underlayment as a component part of an assembly in its Notice of Acceptance. If Kingspan GreenGuard Underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control DWartmeni `o>: • approval provided that appropriate documentation is provided to detail compatibiVy of the • products, wind uplift resistance, and fire testing results. • • •; • • '..'.; • • • .. • 7. All products listed herein shall have a quality assurance audit in accordance withjbg Florida •••• Building Code and Rule 61G20-3 of the Florida Administrative Code. 000000 • 0 9 0 • • ••••.• •0 .00 LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufactute'r+s . • name or logo, city, state and the following statement: "Miami -Dade County Product G:ontrol Approved" or the Miami -Dade County Product Control Seal as shown below. ••.' QM1AMMMWff0=UNW BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 15-0112.03 Expiration Date: 05/13/19 Approval Date: 09/24/15 Page 3 of 3 s MIAMI•DrAtD>: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) F' ' 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.t*ov/sera Ludowici Roof Tile, Inc. 4757 Tile Plant Road New Lexington, OH 43764 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to haves product or material tested for quality assurance purposes. If this product or material fails to perform ip the -accepted mwMer, tile, • . • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mddify,'or sus end the use • • of such product or material within their jurisdiction. RER reserves the right to revoke this acc IAMce, 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 171mi ]DIiildin M(fe • • • including the High Velocity Hurricane Zone f the Florida Building Code. P y •.'..'. g • • 00 • • •" DESCRIPTION: `Spanish' Clay Roof Tile . • •„• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,viity, state a "Ujowing • • • • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if.there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 07-0914.13 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0904.18 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 1 of 6 r ROOFING ASSEMBLY APPROVAL + ; Category: Roofing Sub -Category: Roofing Tiles i Material: _ _ .Clay 1R 1. SCOPE This approves a roofing system using Ludowici `Spanish' Clay Roof Tile, as manufactured Ludowici Roof Tile, Inc. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using -the values listed in section 4 herein. The'attachment •calculations shall be done as a moment based system. ' 2. PRODUCT DESCRIPTION f Mapufltetnred by-- Test Product .. • • • • ' A ticant • • • : Dimensions Specifications Description :: Vdowi jL Spa&sh . ...... ASTM C 1167 High profile, interlocking, one piece, `S' shaped, • .J Rpof Tile . • • • • •' j vitrified clay roof tile equipped with two nail holes. • • "" • • • • "" For direct deck or battened, nail -on, mortar set or ..... • • • • , adhesive set applications. ` rIm Pi&,eS..' • • • • • 1= varies 'ASTM C 1167 Accessory trim, clay roof pieces for use at hips, ...... • r ; • • ; w = varies rakes, ridges and valley terminations. Manufactured ` .... 0 0 ; :varying thickness for each tile profile. • * • 2.1 PRO�I�jr,C�T DESCRIPTION t 1. New Lexington, OH. 2.2 SUBMITTED EVIDENCE: Test Aeency a Test Identifier Test Name/Report Date IBA Consultants, Inc. 4 2376-282 ASTM C 1167 Sept 2007 The Center for Applied + 94-083 Static Uplift Testing April 1994 Engineering, Inc. 94-084 PA 101 (Adhesive Set) May 1994 (Mortar Set) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC-77 PA 100 The Center for Applied 25-7200-1 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (Screws, Battens) Redland Technologies ' 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II + PA 108 (Nail -On) Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & 102(A) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) NOA No.: 12-0904.18 MIAMI•QADECOUNTY Expiration Date: 001/18 Approval Date: 01/17/13 Page 2 of 6 i 2.2 SUBMITTED EVIDENCE:. Test Agency Test Identifier Redland Technologies P0647-01 Celotex Corporation Testing Services Walker Engineering, Inc. _ Walker Engineering, Inc. F Walker Engineering, Inc. 520111-3 520191-2-1 Calculations Calculations a 6 + Calculations Test Name/Report Wind Tunnel Testing PA 108 (Mortar Set) Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Date Aug. 1994 Dec. 1998 March 1999 March 1999 February 1996 April 1996 December 1996 Walker Engineering, Inc.. Calculations 25-7183 March 1995 Walker Engineering, Inc., Calculations Two Patty Adhesive Set System April 1999 .... 3. LIMITATIONS ' • • 3.1 Fire classification is not part of this acceptance. ...:.. • • 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be p erfaaned in accordance 44h.. .... TAS 106. .... 00*0* 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratbtj= to pei%rn3 quarterly teA. • • in accordance with TAS 112, appendix `A'. Such testing shall be subra tied *to the 8414ng Code.., Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing 4pplijations "tlzrds listtd• : - . • section 4.1' herein. ;. .. � � • � • ...... 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof sldq� tgess stated otherwise by the underlayment material manufacturers published literature. - 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Ludowici `Spanish' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average' Weight (W) and Dimensions (I x w) Tile Profile Weight-W (lbf) Length-1(ft) Width-w (ft) Ludowici Spanish Tile 5.00 1.10 0.81 Ludowici Spanish Tile 7.02 1.50 0.81 Table 2: Aerodynamic Multipliers - ;L (ft) Tile Profile )L (ft) Batten Application (ft) Direct Deck Application Ludowici Spanish Tile 0.228 0.247 NOA No.: 12-0904.18 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 3 of 6 1 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" 7":12" or Profile ' 1 1.'`'` greater' Ludowici Battens Direct, Battens Direct Battens Direct Battens Direct Battens Direct Spanish Tile Deck Deck Deck Deck Deck 2.51 2.73, ! 2.48 2.70 1 2.42•. 2.63 1 2.36 2.57 1. 2,90 2.50 f, Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) 4, for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile - (min 15132" (min. 19132" plywood) plywood) i L f Ludowici.Spanish ,2-10d,Ring Shank Nails 28.6 :, 41.2 19.4 Tile • • • • . 1-10d Smooth or Screw 5.1 6.8 2.8 • • • "•' Shank Nail • • ... .2,10d Smooth or Screw 6.9 9.2 7.3 *:me* Shank Nails • ; ' .... • • • 1 18 Screw 20.7., a 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 • • • `• •' : • • ;10d Smooth or Screw 23.1 "' 23.1, y 19.0 • • ••"� 'ank•Nail Field Clip) '• ;� 1.•10d Smooth or Screw 29.3 29.3 24.0 ••• •• • • • • • Shank Nail Save' Clip) • ' • • • .... 2-10d Smooth or Screw 27.6 27.6 "' 38.6 • : • • Shank 'Nails Field Clip) 2-10d Smooth or Screw 38.1 ' 38.1 41.8 Shank Nails Eave Clip) 2-10d Ring Shank Nails 33.1 48.1 45.2 i Installation with a 4" the headlap and fastemers are located a min. of 2'/2" from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems ` Tile Profile - Tile, Application - Minimum Attachment Resistance Ludowici Spanish Tile -Adhesive 29.3 2 . See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. - NOA No.: 12-0904.18 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 4 of 6 r 11kh Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Ludowici Spanish Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 66.5 3M 2-Component Foam Roof Tile Adhesive AH-160 38.7 4 Large paddy placement of 63 rams of AH-160 5 Medium paddy placement of 24 rams of AH-160 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Ludowici Spanish Tile Mortar Set •24.5 .....• 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's.fiM or lo0o•(See Below), or following statement: "Miami -Dade County Product Control Approved"."' • • • • LUDOWICI ASTM C1 167 G R.-ADE.] IDENTIFICATION MARK FOR SPANISH CLAY ROOF TILE (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0904.18 I Expiration Date: 01/31/18 Approval Daie: 01/17/13 Page 5 of 6 « 1 I PROFILE DRAWINGS 1' , 1 f � r A A Soso - — TOP _ I. BOTTOM0000 • • t • c" o •• • • • gS •s •Soso• S 2Ztt •Soo•• •Soo ••• • • • • • •••• •ss• � RIGHT SIDE • • ••••• o •s •s• • 00 93/4" •••••• • • • Of SECTION "A -A". o0 o' r 000600 's • • moo. LUDOWICI SPANISH TILE • • • •• END OF THIS ACCEPTANCE J ' NOA No.: 12-0904.18 rlwry DADe COUNTY Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 6 of 6 - M IAM I -DADS MIAMI-DADE COUNTY 03-1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE Q!OA) www.roiamidade.eov/economy CGI Windows and Doors, Inc. 10100 NW 25' Street Miami, FL 33172 ,SCOPE: This NOA is being issued: tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material`tested for quality assurance purposes. If this product or maternal fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and thr AIN may ... • • immediately revoke, modify, or suspend the use -of such product or material within•tlleir•Jurisdiation.. RER , • reserves the right to revoke this acceptance, if it is determined by Miami-Dade'Eettnty Pro&wf -Control ... , • Section that this product or material fails to meet the requirements of the applicable'lfttitdilig code. •- This product is approved as described herein, and has been designed to comply *W Ilse Floriti8'Bliilding • • •: Code, including the High Velocity Hurricane Zone. � � � • • • • ..... DESCRIPTION: Series "238" Aluminum Project Out Window - L.M.I. • • • • •' 000000 APPROVAL DOCUMENT: Drawing No.,W99-04, titled "Series-238 Alum. Pro�ecl flut WindoN", sheets •: 1, 1.1,.2, 3, 4, 5, 5:1, 6 and 7 of 7, dated 01/21/99, with revision I dated 04/10/15, plepared by.AlZarootr • • • • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dadt.Cbuttty Pro�gjt ContrBL...: Revision stamp with the Notice of Acceptance number and expiration date by the Miami vvde;County Product Control Section. 1 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT- The NOA number Preceded by the words Miami -made Q)nntV, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0915.08 and consists of this page l and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0512.21 Expiration Date: October 31, 2018 Approval Date: September 17, 20M Page 1 CGI Windows and Doors, Inc. ' ,ht.: - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 96-0717.04 and 99-0329.02) r 2. Drawing No. W99-04, titled "Series-238.A1um. Project Out Window", sheets 1,1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I dated 04/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P'.E. B. TESTS E 1.. ! Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS. 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 . 3) Cyclic Wind Pressure Loading per FBC, TAS 263794 , • • also with marked -up drawings and installation dia am:of a series 7500 PVC fixed • � :. ..� p g �' • . , •window, to qualify DuPont "Butacite"PVB interlayer,,Duraseal® and Super Spacer(T • • ` • • . h1sulating glass spacer, 1prepared by Certified Test Laboratories, Test Report No. • • ' • •MA-3056 WA, dated 03/03/15, signed and sealed by Rainesh C. Patel; P:E. • • •' 2. •...T6st reports on: 1) Uniform Static Air Pressure Test, Loading'per FBC TAS 202-94 •" : .. • • • • 2) Large Missile Impact Test per FBC, TAS 201-94 • • •' 3) Cyclic Wind Pressure `Loading per FBG, TAS 203=94 • • along with marked -up drawings and installation,diagram of a series 7400 PVC project • • • • • • • • • out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer; prepared by Certified Test Laboratories, Test Report • : '••• No.'CTLA-3056'WB, dated 03/03/15, signed and sealed byRamesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading'per FAC TAS 202-94 2) Large Missile Impact Test per FBC; TAS 201-94 ` 3) Cyclic Wind Pressure Loading per FBC, ETAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report ' No.,CTLA-3056 WC, dated 04/16/15; signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Asir Infiltration Test; per FBC, -TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 - 4) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along minstallation di em n1t1, project -out and fixed windows,-pr`epared by•Hurricane, Test -Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and.HTL-0080-0905-07, dated 08/08/08, all signed and sealed by Vinu J. Abraham; P.E. ' f (Submitted under NOA No. 0JJ 8-1010.03) Product Control E min r NOA No. 15-0 .21 Expiration Date: October 31, 2018 Approval Dhie:'Septeinber 17, 2015 E - 1 ` CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED B. TESTS (CONTINUED) ' 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum project -out window, prepared by Hurricane Engineering & Testing, Inc. Reports No. HETI-08-2143, HETI-08-2144, HETI-07-4298 and HETI-07-4287, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted. under NOA No. 08-1010.03) 6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test; per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, TAq 202-94 • • •. . along with marked -up drawings and installation diagram of. atu inum • casement. .... , project -out and fixed windows, prepared by Fenestration Ta"g.Labo4 WW. inc.,.... Test Reports No. FTL-1055 and FTL-1019, dated 10/18/94; •sigmd and sealed by Yamil Kuri, P.E. 00*0 �..... (Submitted under NOA No. 96-0717. 04) • • • • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20 _*94; •.. • • 2) Cyclic Wind Pressure Loading per FBC, T4S•Z83-94 • along with marked -up drawings and installation diagram of*an alUminCul JWemeni� •.:. window, prepared by Hurricane Test Laboratory, Inc., Test Rd�gRs lqo. * • HTL-0080-0303-96 and HTL-0080-1107-98, dated 09/08/96 arid. • 1g/23/18 respectively, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's No. 96-0717:04 and 99-0329.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014), dated 09/03/14, prepared by Al-Farooq Corporation; signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.08) 2. Glazing complies with ASTM E1300-09 QUALITYD. 1 Miami -Dade Department of Regulatory and Economic Resources (RER� Manuel Per Product Control E ami r NOA No. 15-0 .21 Expiration Date: October 31, 2018 Approval Date: September 17, 2015 E-2 CGI Windows and Doors, Inc. . I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS E • ,' ,' ' ` . 1. Notice of Acceptance No.14-0916.11'issued to Kuraray America, Inc. for their "SentryGlas® (CIear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. '. ' 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0916.10 issued -to Kuraray America, Inc. for their "Butacite@ PVB Glass Interlayer" dated 04/25/15, expiring on 12/11116. 4. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on • • •' . 0�/21/16. • • • '' STArFEMENTS i • • • 1. • ? • 03tatement letter of conformance, complying.with FBC-5th.Edition (2014), and of no "" • • • • .o " Ofmancial interest, dated 09/03/14, issued by Al-Farooq Corporation, signed and sealed • • • • • • ..1*t Javad Ahmad, P.E. "' • • ' • •'(Sithmitted under previous NOA No.14-0915.08) • • • • • 2. : •: L*oratory compliance letters for Test Reports No. HT1-0080-0301-07 and .:.... ; • HtL-0080-0905-07, issued by.Hurricane Test Laboratory, Inc., dated 08/08/08, • •.; •41&gned and sealed by Vinu J: Abraham, P.E. ' ; • .. • (Submitted under NOA, No. 08-1010.03) a ` 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America, Inc.,, as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Cotitrol Section. G. OTHERS 1. Notice of Acceptance No. 14-0915.08, issued to CGI Windows & Doors for their Series "238" Aluminum Project' -Out .Window - L-.M.I. approved on 02/05/15 and expiring on 10/31/18. r Manuci Pprr4PJE. Product Control 14aininer NOA No. 15-0512.21 Expiration Date: October 31, 2018 Approval Date: September 17, 2015 `' E-3 GENERAL WINDOW SECTIONS FLANGE FR WNDOW WADIM VENT woTN I Wn z , D.L.71 W I w-r Z E O i 6' WR. Tl'P. A 7 SS -SNDBBER CORNERS 8 a 2 i \ CC $ ° sa 1 S i hf+M•• \I • • 4W a g �i it �/� I / it \ LL • • -4 I I c I. • • M • \ ;e ( b • • • • I I / • -- •••• FOR GLASS TYPES, ! lA 1/x' 1 • I s• • • •a • • • 1 • - REFER 70 MAx, MAR. • • � $ • • • • SHEETS 3 AND 4. • • • 10' OR 17' • • fi R • 8 1I 1 T 3 SEE SH I SURFACE APPLIA MR CAPAw • • —FALSE NUWTINS • n w ia5 R g 2 Dl. OPQ I I 01. OPG. 2 1/2' • OPTmwft • I •$$ • 1' VENT WIDTH W70 xaDn+ 1• tt��l ELEVTON • • • • • • • 8a I WINDOW WIDTH 1TLw1E F'WE) Ai • • • • • • JJa < . n 1 Z(i • • WINDOWW WIDTH 1 EXTERIOR I 1 0 ' a MAXmu PONE LOCK A 3 CAM LOCHS A&LT. TOCAMLacKS W z LacN PGRNTs x ALL SIZES �Wqf. A2' 2 FOR MULUON/MULTIPLE UNffS, REFER TO O $ >i @ �: i SEPARATE CGI MULLION N.O.A. 99 T �$i$Y a8 t : INSTRUCTIONS� oa - F � � a e _ THESE WWTXAIS ME RATED FOR LARGE M SSILE IMPACT. HAS BEEN IDESIGWD AND TESTED TO COMPLY WITH THE USE CHARTS AS FOLLOWS.. THISREOUIRP�TSE THE FLORIDA BUILDING CODE INCLUDING G HIGHOCITY SHUTIERS ARE NOT RLTAUIRED. >s a :; s n n VEL DE STEP 1 DEIERMDESCH MD LOAD REDUREMENT BASED HURRI= ZONE OWHZ). ON WIND A VELOCITY SCEBUXSTAND WIND ZONE WOOD BUGS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 119NC APPLICABLE ASCE 7 STANDARD. LOADS TO THE STRUCTURE Elp:.wwV u1YAD ry 1 s ,STEP 2 SEE CHARTS D SHEETS 3 NA 1 FOR DESIGN LOAD AABEDME SHALL BE AS LISTED, SPACED AS SHOWN ON DUALS, MORM CNAL'ITY CE DESRFD OIA55 SQF/1TPE. EMBEDMENT TO BASE MATERIAL SNAIL BE BEYOND WALL DRESSING OR STUCCO. STEP 3 VSING CHART ON SHEET R SELECT ANCHOR OPTgN W011 OF9dR MiNe Ndi 11MN DES" LOAD SPEdFlEp ANCHORING OR LOADING COFDDgNS NOT SHIDWd IN THESE DETAILS ARE IN SEW T ADM. NOT PARE OF THIS APPRFNAL. a PRODUR RF.VISFt/ N` T•N2 �" plyi g Wd. de Florid Odldiry Cade AeaFuNallo �rJ' 14•121 S } a �{ 3 ■ 8 5 STEP 4 i EET 7 N ETER IbE CAA 150) USE CHART ON A LOAD DURATION INCREASE IS USED N DESCH OF ANCHORS INTO WOOD ONLY. T TO OETERNILE CAPACITY. WTERIAlS INCLUONO &lf NOT LHIREG TO SEFEL/MEiAL SCREWS. TIWT 142015 AW POdA drawing nO.SHEET I"W99-04 STEP g THE LOWEST VAUE RESVLTNG FROM STEPS 2, 3 AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SXALL APPLY TO ENTIRE sYSnW. REOUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 d i I GENERAL WINDOW R .TIONQ WMDOW WAfH . EQUAL LEG FRAME n —. A .. _ _ 7EltS VEW W"YrH WW-1 1/2• °• YAK tL A 3 4i WAD/S eY Z 0000 SWOM • •••• •••• • a • x II /�i III ii 3 iW. SSW • • • W*so3 /1 3•' E' n /III u O 4__-__ ___ it • • 11 fE • I I Z g�y id • I • • • • • 1 ��_ • • • • • • • � • fi 141/Y C 1 1 hhh --ill YAK IM7f. o aR 1r € n • . • • : FOR GLASS TYPES, • • • REFER TO � FOR CAPACOY . Alsc iAlY�TvispD �7mK,W. 8. o • • • SHEETS 3 AND 4. ° • • • • TYPK`JI CI NAT1f1N is • • 7 z J �l OPQ • 9000 D.L OPe. 2 1/Y 1 (FAIWi LEQ FRtYq �•1H } • • J/4• R • 1ENf WWIIN 3/4• e�p n Z =� g WIOm • YIIODM WO111 I C a T' gg g X • EXTERTOR f O J YAKW YIKTI POINT LOCK III ° IAOI( PO N19 ALALT. TO CM LOCKS y ll 4 4 4 4 IYK. WOW. LOCK 7SSSS- u• r - . 4KW,o an NtDMXTa8W65D _ fi �cu�i Sme7� a.WyileM•eA,RaAr 4265 ` y F ao•i14 no. � a7 W99-04 sheN 1.10( ALL FNWE AND VENT CORKERS TO RE SEALED WITH GE SLPRUF OR EOW. N1714, 426 $$ 24P5 /v 11 CORNER KEY CORNER KEY .060 THICK ST. SILLL .M2 1HCK ALUAE �enn 1.757 L307 A90 TYP. '2 LBII75 33 1 4 Teo 2 Q l .. 2.215 z.4u ITV ABO TYP. 1t36 Q! O Izzz • • • • p a FLANGE FRAME • J(EIY.(5/i 6• LAM. SAM • Q' g • � 2.0n-- • 1.]5] • 0 IYu1 n T— .76E !^ • •�•• D90 TTR • ••• �ly •�� n . • 1.057 �• •1117.• ' a� • 2.465 27•b • • • �7 i•y439 • • ;; - .OROTYP. ••• ••• 00 •••� 1624 . . � • I • • • • •�Nf (INSUL p N EQUAL LEG FRAl1E trn G t,• • ITEM PAYE 9 0UA11TT7Y DE6CR,PTIOY YAT6RUL YANP./RUPA2RR/RIYARRB 1 CM-373 4 AAIIO[ ACME 606J-T6 94oIFY OR EOUN. • IA W-A] 4 E011AL LEO AMYE VOLT (5/1K fAY BASS) 6063-T6 0003-T6 NOALCK OR EDW. 2 CGI-STB_ 4 RIM& OR MUM • ZB CW l 4 mT (MUL LAY. MASS) 6065-TO RSALIX OR EWN. 2C Cq-303 4 V (7/16' 1AL4 0U55) SM-76 NO/LEX CR ETAM. 3 Wa70 4 OGEE OLALIM BEAR _ SOUARE GATING ffAO 0063-TS WG--T5 tama OR FAUN. 34 COI-306 _ WOLU OR ETKM. { _4 4 A60 THICK CORNER KEY XWNU1 - 6 e .000 THICK COINER LEY ST. 0611 - i IP-426. AS RLVO. AVME 'nFAT11ERSiRIPPOq YEW YEATIMMIPPOO -_ 9CM1EOF1 APRH 7 0200 2190 AS RE00. 9d1LF6FL 0-IAN R JS-TO-00-f0 2/ —T 4 W RME, AT JMIBS STEEL TIEEK ATOgIEO V/ (5) 10 % 31e SS SYS 9 24-13-00- 2/ WW PACE YOUO TACK STEEL IRUIK ATTOU N/ (2) 15 K 3/6' SW 0 - 2/ V YLLT POINT LOCI( .110 7RCK LOCK KEERR, AT FWW 3AUS FACING LOCK TEEL 10 - 2/ VENT Op. ATP M YF/ (L) /10 K 3/C 55 sus 1 - 2/ CORNER F E MID VENT A95EIELY WRERS - 110 K 1-1/4' SS S S 12 - 2/ NIE SEFRNO mm" fPOY DUROWER OHS SNRE A • Aso T•'+. . � n G LT• L430 '�N Z(�1• • • • •I _ g 1�Q30 L347 VENT (7/16- LAM. GLASS) V�1i Ci K .754 303 430 0� 417 L : P CGI-376: OGEE GLAZING STOP o o ( tt .eae B30 p ol� ,� � �oRGSRi 617 CW-366: SWARE GLAZING STOP .- Ems. J O_ r C e NE PROOULT REVISED 4 A cw� ]6592 Rlr:e wm me EfoliA. s a 6KPIM•Ipe T2i0 µiV 4 2015 aA9tT� TA. /J/16' AWN. MASS S•Ib) CP PE( Con n enk 3/16' HEAT STWN'D CUSS 8' ANN. GI/55 1 075E By 'Ewlm•Chwl Co.' .073E Soffa CP IYRII PET Cwr 090' S"r- LT4w AM cow Caw OBOE SOW. Cie. And Ca19r Ci9O oy TA64111N CA6mlwl Co.' )- 9y 'E•11mm Olwni•01 Co.' B)' 'Emir- Chamkd Ca' 090E Sella Dow And Color GL096 1NIERIAYESS INfEWAYQIS Ol 'Eedmw Glerniwl co., .090E 9utwee PVD .090E Serlb Gk. WFERui" .090E Sen4 By 'Kwway America, Lic.' BY 'Kvrproy Amerk9, Inc.• 7DIee GEa, mtwill PVB N 'Kw9r9y Am«fw, Yrt.' 1 0' ANI. CLASS 9y Kworo/ America. l-, p OBOE �° PVR / F L.1 9y 'Kvwoy Mpwka hc" fONE I -3/16' ANN. CLASS OE-1effiPl I i 3116E HEAT STREND GLASS mew 999 • lSILICONE r'i( &VILMOIE • • it i i II GE-1200 I I DOW 995 'DOW 9" 11 • • • • • • • I 1 . ➢OV 999 I I Dow 8% • • • • • _ SOt(ME BEAD • • • opnopAL ALL MASS TYPES 00000 •6/10• NOMINAt AL 12 • 1� PoINIS ON .S• • • • • IT EIDER THAN 35 '/4 POINTS ON IIfES 1E AT PmINP3 mti 1176 WIDER THAN 35' T/16' NOMINAL 7/IS" NOMINAL G[4 TYPE '2' a At • • GLASS TYPE 'S' GLA89 TYPE 'e' 1 z p Q F94F F yy11 'u i • 3 Q 1� G 7iy D' J •PERPORMANEf A UE9 Oti IMPACT REIISTANf WIN11111ITS �N4i,. ./��1pA� u6WtI1111iAE 9Lw6fA 0000 • • • Sfen19 s'll.. ND wsrA r1pN aE116D PIRDORWNCY VALUES Of IMPACT RESISTANT WINDOWS 90 SM911fN9 6mIMO WaFat 10 6NR7J 6 llfNl 7 IM 4e699 . OE9A9 PERPORKANCE VAWEE OF IMPACT RESISTANT WOMM No 916rt16 � 11E,EA w INI 6 - ) fwl YIE"NiAraN DlioI Z �' 1 Enw. am. I OWN TIM 'Y GLASS IM Will •G2= TYPE '11' WOOW Mo. OLM TYPE Y' CUSS TYPE '9' cuss TYPE Y' TIM= DM. CLASS TTPI Y' I GLASS TYR 'E' OIASS T PV HCIOII (t 1M. ) Iscr. a M. ( E1T. (4) INT. (- WIDTH IMI.1f EMI. (4) 1M. (-) car. (t) 1M. (-) FXT. (+) INT. (_) WIDTH f1EIOlf W. (4) 1M. (-) EMT. (a) 1M. (-) E)O. (4) 1M. (-) 3{ � ••• • ••• 24' • • • • 21' 26' 30' 36' 4Y 1e' SF • SO' 96' 7Y 78' 84' 11o.0 1101)• .0 195A t94.3 110.0 110.0 110.0 ; 5. 1 1 6 / 110 11610 19" 195.D I05.0 195.0 42' 24' m• w. 36 12' b' 54' 1lmo 136.0 1to.0 195.0 IIOA 195.0 19-1/8• m' ]6-3/6' 50-5/8' 83' 74-1/4' 114D t94o 110.0 INN 110.0 - 110.0 195A 195.0 U ."21• p g � N u11 W w g W in N �ca ,�rn Q � � Z Ze, � p 8 110.0 110.0 time 111.0 110.0 110.0 IM.0 195.0 110A flub task 195.0 Iimo Iwo Ilmo 195.0 limit t44S lima 195.0 110.0 195A 1043 1041 IIQA I95A 110.0 f93.0 975 9Z5 110.0 120.0 IIO.O 1W.0 120A 120D 110A 161. 110.0 195.0 63.0 93A 110.0 i95A 110.o 1mA 7 779.3 1104 120.0 It 1I0.o 1954 1104 195.0 195A BB.4 61.7 69.4 61.7 tiOA 110.0 120.0 1 WA 110.0 110.0 IMA ImD 26-1/2' 26' 50-3/8' 50-5/5' - 63' ]4-1/4' I= 195.0 110.0 111&0 it" 1910 110D I21.!♦ 110.0 10.0 fI 110.0 1375 110.0 195.0 I IOA task 1079 10]9 110.0 86. ll D 7,OA task ImA 05.0 •1.1 tIOA 93A b• 24' 28' ]0' 311- 41 4fi' 11&0 121.4 110.0 195.9 110.0 710.0 105.0 1m.0 104.3 104.3 110.0 195A 1to.0 f".a 71.9 77.2 I= 120.0 110.0 120.0 1".1 104.1 110.0 1940 *4 MA 110.0 12MO 110.0 1m.0 1200 46.6 46.6 110.0 120.0 lima 1m.0 97.1E 97.1 110.0 19SA 110.0 1m.0 1m.0 1 .1 ,10.0 120.0 110.0 �• 2Y 3e-J/5- 50-5/0' 63' 110A 143.4 110.0 195.0 11QA 195.0 80A eo.f 110.0 120D 710.0 u.e 43D 1100 120A 710.0 1m.a 06.5 U.6 110.0 194.5 limit 1m.0 6114 09.4 110D 120.0 110.0 120.0 3t.B 34A 110.0 1200 110.0 1mA IF 2 6 . z R F 74.7 71.) 110.2 120.0 11&a IMA " 111 60.7 110.0 120.0 IIMO 120.0 74' 25' 30' 36' 42' b' 110.0 1943 I10.0 195D 110.0 195.0 60.0 eD.0 ItOA 12m0 110.0 110.0 110.0 1563 110A 195.0 IIOA 195.0 54' 24• 2C JD' 38 42' 107.9 107.9 lima 19.4.0 170.0 195.0 1m.0 42' 26' Je-3/8' 50-5/8' 110.0 tm.t 1f0.0 795.0 11DA 195.0 B2.S 92A 110A 170.0 110.0 110.0 155.4 110A 195A f10A 196.0 110.0 110.0 lm.i I10.0 task ,10.0 task 86.3 96.] 110.0 140A 110.m ImA 68.E 65.6 06.8 110.0 120A 110A 120.0 o5A I'ma 1mA 110.0 121L0 71.9 81.7 71.9 IIOA 120A 11010 1. 195D 1140 195.0 81.7 110D /mD 110.0 120.0 67-'2101.31f0AI93.0110Ae0J >e-3/8 00.6 ea.6 97.1 195A ilmo 120.0 110.0 120D 110.0 1740 I2DA 110.0 120.0 �,2S' 21' 86.4 , 8).3 86.4 e].] 110A task 110.0 1240 77.7 CI /m.0 110.0 110.0 110AI20A 110D 120.0 7Y0 36' 64.8 64.8 110.0 120.0 1t0A 120.00 IZ NOTE:24' 120A CLASS CAPACITIES ON THIS SHEET ARE IZOA BASED ON ASIM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 120.0 DECLARATORY STATEMENT DCA05-DEC-219 120A 1 1=.a r. PRDOIICTRBVOSD 120.0 M D 10512 wtplyFiSr(D 9wPYd�1, 120.0 7638 �16-0512.21 - ImA Ry - Y 105 PfeO'M p }" o i ..+ draNing np. W99-04 120.0 I1OA 12010 120.0 - - 56' 44' 2D' 30' 7J.1 61.2 7S4 61.1 ilOA /m.0 110.0 �- 18' •JO' Je' 42' 48' 54' 60E 110A0 11mD 1]Ae ,95A 110.0 195A 110.0 1m.0 1,OA 110.0 task 110D 195a 60.6 646 110A 1m.0 110A 110.0 129s n0.0 110.0 1-0 195.0 !!DID 14010 195A 195.0 ]T 24' 1. 70' 56.1 56.1 1too 1m.o 110.0 1073 fwJ1 bit bA 45.9 45.0 ,10.0 110.0 1m.0 120.0 ItOA IIo.O 92.3 00.9 92Z amll liOA 1I0.0 1m,0 120.0 110.0 Im.O -IfO.0 Im.0 7D' 24' a. ,30E 43.8 J0.1 43A 38.1 110,0 1200 110.0 71.9 84J 71.9 54.8 11m0 11 MO 120.0 120.0 110.0 110.0 Im.O lmA 1100 120.0 110.0 - - 110.0 120.0 - 'LOAD/AREA UkS e4 FOR +110.0, -120.0 PSF - 16.34 SO. FT. +110.0. -195.0 PSF - 10.00 SO. FT. 24' ai' 34.9 34.9 110.0 120.0 1100 - - „0.0 1m.0 - f11fa1 of 1/8' TEMP. GLASS 1/a' TEMP. GLASS AIR SPACE NR SPICE �Y 1/e• ANN. GLASS 1/B' TEMP. CUSS A75' SVRm OP WE, PET Care By 'Eectmen Cll.W. Co: .07.•i Wk. CP With PET Core By'Eaelwwn Che kW Co.' Z 09a' SoRex Qeor Md Cokr OIPa+ .090' S 1.. Clear Ar Color Gkea F {7 WIFRUYERS BY Eactmon Clmmiml Co.' OW Son o- INIERLAYERS Sy 'Ea- Ch-icd C..' S-t Aae SQUARE BEAD OPTIONAL ri &1 B7 KVmrey A d., Ilc.' .090" By Kum ay Am dm. Ma.' ALL CAASS .090' Ba1aau PVB By 'Kurawy ANrko, Ile.' .a90' Brty w PVB By 'Kuroray AmaYloa, I-.- a 4 --1/9' ANN. GLASS -1/8" TEMP. CLASS • • • • • O' 5 • • • %L EDGE SPACER S<. SIE0. BY 'CARDINAL' SILK XL EDGE SPACES ST. STEEL BY 'CARDINAL.' SILICONE • • • • • • ^ D C • an ULNASFAL BY 'OLWEiC GE-12W i -DDV '795 OR DURASEAL BY 'QUAREX' GE-12Go `W V 995 • • • •: • • • • • OR Dow 999 OR DOV a" • • • • SUPER SPACER 8Y '0lM7EX' SUPER SPACER BY 'QUANFY • • • • • • Fsn r� 12 Al 1/{ POINTS ALL SAES 12 AT 1/1 I'QNIS ALL SUES • �d R.i • 3/4_ INSULATED 3/4- INSULATED IS • • • • • • • • • 3 • GLASS TYPE '2A' GLASS TYPE 'SA' • • • • PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUER OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS • • • • • • 3 • rM sJErt N fYBs bNU4Wlf a W4v11 7 1491IRo Yon MdlWl01 GfIWL6 11a SMDIaS IDra ro 91fElS 6 IIIRII) REOLYRW iM IMTA4AlpN 9flIX5 4p PIUDFR9 NWMIm RDF9 ro WALLS 61NAI J WR M9rILulAln GEtAas • • • • • • $ • • � • MMDOW DIMS. 0IA9a NPE 'EA' 0IA9B TV1R 'SA' WWOOW UIYB. 0IA99 7YPS 'TA' DIA98 TTPB bA' WD4D0W DAB. 0LA83 TYR 'G' 01A68 TTI'8 '8A' • • • • • • • • • D • • • WDTN NEIGNT EXT. (+) 1NT. (-) W. (+)1*5A WARN NOGHT EXT. (+) INT. (-) EML (+) tw. I-) R10TH HEIGHT In (+) IM. (_) EXf. (+) 1NT. (-) • • • • • • w o 8 • 24' 110.0 11010 195.0 24' 110.0 138.E 110.0 1B5A 28' 110.0 195.0 110A 19" • • • • a p 28' 110.0 110.0 195.0 26' 110.0 118.9 110.0 195.0 ]6-]/8' 110.0 190.E 110D 195M • • • 1 • 30' 110.0 110.0 195.0 30' 110.0 111A ItOA t95A 19-1/8' 50-5/8' 110.0 1445 110.0 195A • • • • • • • 2 ` � y • • 36' 110.0 110.0 t25.0 42' 36" 92.5 92.5 110.0 1204 fi3' 104.2 104.2 110.0 193A • • e 42" 110.0 110.0 195.0 IY 79.3 79.3 110.0 120A 71-1/4" 63M 610 110.0 120A • • • � �r • 21' 19' IIOA IIaO I95.0 19" 69A 89.4 110.0 120A 26' 110.0 Iri.O I/0.0 195.0 • I �` • 54' 107A 110.0 195.0 54• 61.7 61.7 110.0 120A Je-3/a' 110.0 137.5 110.0 195.0 • • • G p S 60' 95.4 110.0 120.0 24' 110.0 121.4 11010 125A M-1/2' S0-S/a' t04] I.,, 110.0 195A • • ,p�,p o � 68' 73.4 73.4 /70.0 120.0 28' 1M1 104.1 110.0 12GA 0• 775 1. 110.0 120.0 (� 72' S6.1 66.1 10..3 im3 30' 07.1 97.1 110.0 120D 7h1/4' 46A IE6 B0.9 90.9 �, 78' 43.8 43A 85.4 BSA 36" 1. R0.9 110.0 120A 2B• 1la0 145.4 110.0 195A 64' 34.9 31.9 66A 68.0 42 69A 69.4 110.0 120A 31, ]e-3/a' 9ab 9a5 110.0 120A 24' 1t0A 78{3 110A 19SA 4H' 60.7 60.7 f10.0 I18A 50-5/9' 71.7 7{.J 110.0 120A u1t F, 28' 110D 15" 110.0 19SO 24, 107.9 107.9 110.0 195A 6J' 60A 60.0 110.0 11JA e 0 3w 110A 155A IT" 195A 2B' 925 925 110-0 ITOA YB' 110.0 12a1 110A J6' 110.0 12H5 110.0 195.0 54' 30" 063 86.3 110.0 120.0 42' 3a-3/a' a6d a6d 110.0 120.0 _ ` qg pg 42' 11o.0 111,1 110.0 195A 36• 71.9 ]19 LIDA 1200 50-5/8 65A 65.8 110.0 120.0 18' 97.1 97.1 I10.0 120.0 42' 61.7 61.7 110.0 TWO 33-1/a, 28' 101J 101.3 110.0 120.0 60' 77.7 77.7 110.0 120.0 ?8' 93d 9J.3 110.0 120.0 NOTE: ea' �• 30• 120.o CLASS CAPACITIES ON THIS SHEET ARE a n e e w.6 W.6 110.0 11es n.7 n.7 110.0 72' M. 12DV BASED ON ASTM E1300-09 (3 SEC. GUSTS) 46.0 46.0 89A 80.8 64.8 64.0 110.0 te' 120.0 120.0 _ 118.2 AND FLOF AI BIHLDING COMANSSRDN DECLARATORY STATEMENT DCA05-DEC-219 2 _ - - - 11 z4• 28' ]0' n.4 73.4 110.0 24' 2a• 110.0 "Go 161.9 136.8 110.0 1/0.0 111.0 195.0 11.2 _ 60.6 _ 84.2 $0.8 140._0 110.0 0 JD' 109.3 En 4AN0 A9.P0 1'RODUCC REVISED CML-ply'rilh•ePleb: ILEA 129.5 110.0 195A 21' lK.1 N.1 109.3 36' {2" 48' 707.9 110.0 193.0 72' 2a' 30• 4e.9 !B9 95J WSJ e9.e BSt F1A 1e� OmIdn6C9de C 5� AmfA9NrM )FF"Ogi •"^�e'' 8 IKB 17r9 '!`iA 1107.9 925 925 110.0 120.0 46.0 46D 899 80.9 80.9 11a0 _ 110.0 24• 43A 43A as.4 5{' 78, 28' ]4.J NOTE: DY 7/.9 71A 110.0 120.0 3a.1 b.l 74.J dr9wing n0. 84' M' 34.9 J4.9 8H.0 60' 64A "A 110.0. 1200. 6p,p LOAD/AREA . -12 FOR +110.0, -120.0 PSF = 1634 S0. Ff. Mi Irte PrWuettbMM A(AY 0I5 W99-04 +110.0, -195.0 PSF - 10.00 SO. FT. shael oT 7 INSTALLATION CONDITIONS FLANGE FRAME (AYYLLE I 'PO ALL FOUR SIDES) FOR ANCHOR PERMR1 E VALUES SEE SHEET 6 SEE ELEV. E i6 R OESC SEE SHEET B FOR OLSO6P110lI T¢gT¢gi¢q = 1YPICA ANCHORS SEE REV. FOR SPACNO TYPIGL ANCHORS SEE El".. FOR SPACMO 33 Q SEE 41EET 6 MR OESCRVIION ' SEE SHEET 6 FOR DESCRIPTION YE17L STRVCfUPR F 2et3 3/4 MIN. YN. 4 LL SEALANT I ' SEALANT F • • / ry �Q}jy • • • ♦ : • . ' A' �• • I 2t/E' 'N' YW. • ..a :N' YIN Via' :`�=� 2I/6� I � GY d•Q� • 2-1/E' W. 2- WN. , '1' '2' • I., • • • • I • MOOD SLICK TYPE • • • • • • ) PRESSURE TREATED INSTALLATION TYPE WOOD BUCK TYPE V 11AIEHMI: PRESRRE TILTED z • • • • • � �Y. INSTAI.LATIM• RIL'�AA • CN ILL FDNR SIDESAbS1*%'DOD TYPICAL ON INSTALA710N DETAIN. ALL FOUR SIDES/US1NG WOOD ATTACHMENT METAL TD STRIICTUIZFS � LS • • • • O • 1YPIGL • TYPSEE AN S a • • • • • • SEE ELEV. SPACING • • • • •SEE SHEET 8 FOR OESCIq►•OON • C.FORANCHORS SEE SEE FOR SPACING SEE SHEET 1 FOR OE9dtlPlgfl SEE FOR —SEE ELEV. FOR R OESC SEE SHEET 8 FOR OFS(AtIPION q � ••••• SEALAM • •• tom' • �_� SEALANT 1 IX 3 Z Z� .. 15 V9511 Fy rp 7 T/S V . o' . 'r 2 1/6• • a .. c .• 14H. • BUCK NSTAWTpN BY OTHERS . : ' 9RSN WSTAIIATION BY OTHERS R D 1' WN• f' YIN ATTACHMENT APPROVED MULLIONS 8 d gg d E INSTALLATION TYPE '3' WOOD RUCK TYPE '3' MIST ALLATION TYPE '4' WOOD BUCK TYPE '4' 948YY t TYPCM INSTALIATION DETAIL ON ALL FOUR SmES/IISING WOOD TYPICAL QN ALL INSTALLATION DETAIL FOUR SIDES/IISING WOOD o E e S $ E 1/�' x 1• ALW •elYN1EL AT ANCHOR tLOCAIRNS ErT• R.LPEA/ mmCAN.AA—INmD.WOOD IN BUCKS NOT BY CCI CORP.. MUST SUSTAIN I ITHEM T. ANCHOR LOCATIdJ Am- Pda(DADS IMPOSED OT CAAZING SYSTEM AND TRANSFER TO THE EIIALDING STRUCTURE AI WITH SHEAR CLIP (WIeM Sol 7 TNSTAI T.ATION CONDITIONS EQUAL- FRAME (APPLIES TO ALL YOUR 't T• Q) FOR MO110R PERFORMMICE VALUES SEE SHEET 6 TTPOAL ANCHORS SCE EIEV. FOR SPACING SEE •IEEE 6 FOR DESCRIPTION 1^per e 1 TYPIGV. AIONORS SEE El". FOR SPACING SEE SHEET 6 FOR OESQBWON IYPKUL ANCHORS -SEE ELEV. FOR SPACING STRUT 3/4' vSTRUCRIRES MN. pi j �{ SEE SHEET 6 FOR DESCRIPTION 1� • 9r v a �� v -' � 21/6 ,�I �. a' ev v • ,. � S . . 21/6' MIN. • ••� • • • • • • • 1�yR1` � � • , IN. • Q f � • :i.,. • • 1 • • IN5TALUTION TYPE '1' WOOD BUCK TYPE '1' INSTILLATION TYPE '2' WOOD BUCK TYPE '2' •.' •• • 0000 z � • • • IMTm", PRESSURE TREATED ANTERA PRESSURE TREATED • •: • •: • • • • • • • TYPICAL INSTAtI ATION DETAIL ON ALL FOUR SIDES/USING WOOD TMCAL INSTALLATKIN DETAIL • • • �TTACHYEM Ti • • • • o y.,� • ON ALL FOUR SUMS/USING WOOD • • • j�l SYRLK`T IRES .�. M a W_ `- • • a • • •••••• •�y l�v 7YNGL ANCHORS MCA!. ANCHORS MIINORS • • SEES:E F.LEV..—''PACING NM i6AT SPACING SEE SHEET SEE SHEET 6 FOR Ok5U6PPp1 SEE SHEET 6 FDR DESCRIPTION SEE SHEET 8 3DR • • SON �S�I • • • • • • • N ZZ I'' �SR�R I I Orr �f rr 2 1/e' .:.a . as _ : `v 2 1/6. IN . v BUCK INSTALLATION 81 DINERS . •BUCK INSTALLATION Bt OTHETLS ATTACHMENT TO APPROVED YU IL10NS_ 9 R 7 S INSTALLAl10N TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' W000 BUCK TYPE '4' o k' Y&MW, PRESSURE TREATED yam: PRESSURE TREATED B a 618 E TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDE$/USING WOOD TYPICAL INSTALLAWN DETAIL ON AL FOUR SIDES/USING WOOD Enyr. ARO MIYNI PROIXICE RGVTSRD M K TOSetle�PMl•aaR68RFkfY6uN. Ali` WOOD BUCKS NOT 6Y CGI CORP., MUST SUSTAIN M 4 Mivai PIoi61 (beetl drowi^D R6. LOADS RAPOSEO OY GLAZING SYSTEY AND TRANSFER W99-04 THEM TO THE BUILDING STRUCTURE. eheet $,1 of 7 PERFORMANCE VALUES 07 ultst m .Im INSTALLATION s Felt ocas ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS IIYEN to 61E[r a 1w fIL1Ne A m Fire 'A' . 'r AIINOOS FIVE 1r .A•01 slKe W/e NIl f m will MR m Toe w W/a ME, YADM fEF111 AT Ir 0.C. •T le" O.C. •T IY O.0 AT 10' O.0 AT lr e.0 •T 10 at. E 1985 1RD wz feel IOU tNA Te'1eAaMA 141.9 IRO 7►.1 I2'7.0 IOU IOU]P 1N.0 IRA111JIn,INs1.IOU 1"A IOft M.e 14zt 1f0.0 If0.0 PERPoRYWCE VALUES OF NSTWAT113N ANCHORS Apl]Ila1 .IeROfT3ee ANCHOR! At' AANROR 11772'1 I WI111 .0e Wro fIBAf m Tr- sir n m tm w lro fllrer m YDIH IER.'M A} 11' 0.C. Al I.' O.C. AT IT 0.0 AT O 0.0 AT IT' 0.0 Al n 0.0 2i IRA INA INA IRA HUD IOU I R-3/i IRA IRO 16U Ina I93A 1.3.0 IFI/f' SO-0/1" IRA Ina Ina lets IOU IOU U' 116.0 IOU 12J.J b3D 195D 190.0 74-1/r 1t" Iwo 1318 Ine is00 Ina # IRA 1NA tNl 161A Is3A 1f51 3e-3/e• INA lRA IWO IAeI 19" la- 26-1/Y eD43' 1NA IOU ".a IS" IOU IssA I eY 1e7A IRA NA 151..1 IOU 7V14' 1T.1 1n0 Ke 16I.1 If10 2e INA IOU ues 1045 IOU Ina 3r Je-3/e' Ica IRA Mf 101.) IOU IOU w-ax 1N2 IRA 79.3 w.2 IRA Toil OY INA Ina UA Ills le- IRA INCHOES 1T/O ! CIN ANCHOtl ■I111 ®6AR �1P 21F IetA +RD IOR.1 1R.1 196.0 1Rs Mir Ib.) ti].0 0.9 OR2 Ina Is" f0-0/O' IJf.i lUs Ns d).4 1wA IRO 0 vv 26' +no Is" _107A 1fIA IRA INA Sfa/r M7 IOU its IN.3 INS IOU TYPICAL ANCHORS: SIRE DEv. Fop sPAcm TYPE 'A•- � dA. KWIK-CON 0 HI' 'ILA T' (F.-I" TOR, ry`157 -So I/4• DID 11TR1i1111 6V 'ELLS' (N.In ROL PT m Kw) IWO 2BY WOOD BUCKS OR WOOD STRUMRES I-1/2• MN. PENETRATION INTO WOOD THRU IB'Y BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CITING. OR MASONRY TYPE 'B'- 1/4� DOA. KWIK-CON II BY 'WL71' (fu-1U K51, f7-137 1(Sn • Du. eTR•[Y1M BY ' Ire' 19 � ()W In K31, fy.l.e K!' DIRECTLY INTO CONCRETE 4 !� VVV �• Q V W p >^ < •� A n R • ll3 "Rea am. eWLNaw FIVE le . 'r •W®OR FIVE Y ./a ORf49 m .Oe Nf f m 9a9 OR O/9 Ma m e•IH Hn91r u Ir OG •t I.' O.0 •t IY O.G AT ,p ot. H Ir O.F. AT 10' O.0 24' 000 • 24• ar wIs" �' # wIf )Y 7r µ' IRA INA I= IRA 1w.0 1w0 IRD IfSD 110.E IOU In0 1wA IOU IOU Ibis 1wD 1wA IRA INA IRO 17t0 1w0 1ws IOU Ilan 147.4 1018 IOU If" IRA Iwo n�• if50 1MO ttl) I72A IwA 1R.0 Us f022 4 me 'ft.1w0 IRA II7.36 eIK2 1954 195.0 NA A 1M'.J• 1 IRA 1n0 1 w] Mee IWO IOU "ose 1wA Iw.O • • • •» • • • • • • • • w I. b• 3a' w' 42' w' 34' w N• • 7Y 71• IOU IRA 1µ.6 µA 1n0 IRA 1RA IRA 1J2.) ] 7 IRA 1w.0 1- IRA 12" 2 e IRA IOU 1 • • ••.0 100.2 1wA 193.0 1j $ QV put 6 �2d 1 I YJ (� 0 G7 g rj 1+i M 3 os < 0; 1�9 ISIS • In.i I • 454 1ND f•s f032 )A • ted 1n0 1RD 19R0 19ee f1.1 • RSA • • 12 ln0 IOU iRA 19RO -* fAo y INII nO .J •1RA I0.0 IeI. t feo IMF Ina 1NA. IRA Ina "9`, 1 •IRA IRA • •• R' • • • 24' W •# 3i • 4r o" •µ' t0' 1w.0 IOU 1L.0 IRA •INA IOU iN.O tR Iles 141A 1wA IeU f .f 10]2 ISi.1 IN.O IMa If .3 IwA RA •,ta) two IOU IJ0.3 I IRA ]J.) IRA 190.0 M e1A IN f9tA IOU 1 IRA• M4 1141 IN_0 190.0 1n0 f93n f I Oes I112 a' 74• 2Y # 3r 4r 4a Or IOU 174 in$ 1w.0 -..,no tIOA .. WA IM4I.S. Iwo Im 1n0 IRA w9 11 ).. IOU tfJ.O u p p i � � (} ]0 8IY p S G R 6 B 0} IX3 1RA 73.1 _ wa is" Ono Iles ,See U.2 Kt Me IOU - I)}e 737 OLl IRA lees 121.1 IK4 N.a ws IM4 IOU re• ze 2e• # JO' 4r 10.0 19" 1bA ills in, Ina I0.0 Ina Iles t3 IMo +Rae In4 IOU 1N.2 IbA IMo IfU 1112 1.0.0 MO l0]s Ono IfeA 13" 112s - 717 ILI 19" Ilea 12 A 151.3 KS See 1113 uao 1-3 4 MN. EMBED Wf0 CONCRETE TYPE 'C'- A14 SMS OR SFIF MR UND SCREWS (9NAE 2 CRS) INTO MIALN-DARE COUNTY APPROVED MULLIONS (MN. THK. 1/Wry INTO METAL STRUCTURES STEEL : 12 GA MN. (Fy = 36 KSI MN.) ALUMINUM : 1/8• THK. MN. (110H3-T5 MN.) (STEEL N CONTACT WITH ALUMINUM TO BE PLATED OR POINTED) r:110.10 MLOOI/LTRHV6m M M TwU 4*•rH7AM.i•bfTYi4 1'1PICAl EDGE O6TAHICE CAM. ISOYT2. Q( INTO CONCRETE AND MASONRY = 2-1/r MIN. INTO WOOD STRUCTURE - 1• MN. INTO METAL STRUCTURE - 3/4• MIN. WOOD AT IIDID. >LL OR JN1OR4 96 0,36 NN. CONCRETE AT HEAD• SILL OR JM= re . 3000 PSI UK C-90 HOLLOW/RLLED BLOCK AT JAMES Pm - 2000 PSI WIN. } I ea• 2r 2C # 3e 4r in0 Iµ.4 1960 IN.O 114.) 96] $I.7 172A0? 1NA U)J 195D Isoa tn0 1n0 Inf -4 IOU /RDA ItOA IOU 7u 1K7 im 1-0 IM9 1N.4 n. N.3 IM4 IRO . u k , W99-D4 w• 24• r # 3e' Ins It" 10.2 IMa IOU Ilea Inf IOU K. 132.7 IOU IVU P. TKO IOU 12e 123s IOU IOU IM, Inf K1 I= IOU 6f" Re b• Or Not Is" /I).3 W2 IOU Is" IOU IRA IOU 14.7 Ina 10SD IOU II9.0 IOU 936 131.3 IOU )Y' b- b' 30• Ina 1TPs IOU 1." I95A Ifaa _ 10.5 N.f IRO ,bA _I0.7D lnD v.D 1114 no ' INA taw 10.0 .heeE of PERFORMANCE VALUES OF PERFORMANCE VALUES OF AL.0 MINLIM BUCK FRAMTNC DETAILS ALUMINUM BUCK INSTALATION ANCHORS ALUMINUM BUCK INSTALLATION ANCHORS ItEllEy5E tt IS SETS 31E U 5 F OR W�� -ACRE �U I 0 R F ¶m.m -. 1/4• MESSR5 INTO A,,suRRY 1/41 ANCN099 TVfS VOOD IItNUOV DIM& 1/4• ANCHORS R100 MASONRY t/4' ANCHORS IN" WOOD AIDTII Know W.(+)/MT.(-) EX]{+)/M.(-) NqM IIEIONT EXT.(+)/6(T.(-) 24• IM0 I95A 24' 19°A 14eA N' m' _ IMO IMO 2e' 30' !M3 120.9 3 _ Nab 195.0 177.6 118.4 36' 1950 A 195 1°• 3a• 148A 98.7 NOTE: 60 195.0 169.1 IN.9 04.6 42• 42 ALUM BUG( ANCHORS TO BE INTO O 24' �• 196A 110.0 4e• 111A 71.0 CONCRETE AT HEAD At SILL MAY BE INTO FLLEII GIU AT JAIRM • • • • 8 G 195A _ 131.o 21. IMO 1J1.0 54• • • • • V 8 W. i]].0 110.4 28' 169.1 112.0 161b 107.6 157A 105.2 86 a4' 30' • • d TC lab 911.7 se' I 1 • •••••• i2 In. 91.1 112A 75.2 70• 42' • I ••• 1Bjg�13� 1269 84A 24• 2a' 177.6 1522 118.1 101.5 a4• • I • • • • 1 • O • Z N• 115.0 Ifto 28• 195.o Ifto �. 30• i • W F 142.1 94.7 195.0 I9SD 30• 30' 11 e.4 70.9 • • • • • • 110.0 190.0 In.1 1450 21' IpSA 131.E 115.3 30' • • I14 • • • • o 42' 6a' 2a' 1]3A IT " IA ENDS 1 F 0' F. ENDSza �MNL • • • 190.3 12U 107.4 10' M. 161b �AT LJULJ 24. O: AT -11 • z1 o.c.AA1BS54' a 17• QC. IIA%. AT IEM/Sll17.O.C.Ai; /ILL Jt • • • R 169.1 112J 21' IaSA 12J.3 60' 152.2 IY.1 101b ]Y 28' 30' ISa.B 105.7 •• • 1 O (n • 92.3 lab 90.7 Oa• • INA MA b.0 76.1 m' 170.0 146.4 113.8 72• • • a 78• 78• 2a' \ • 108.7 72b 136A pl.t 64' 30' • : • • • • • •� N 24' MA 195A 84• 24' --_ 190.3 1Mil 2°' 10.9.0 IMD m' I93.1 tW.7 30' 4 gL .4••••3o' 195.0 109A m• 19sA 195.0 tob 157A 3°-J/a' 195A 195.0 . I w1f4. 111A NON-Cdl/ULTNACON �14 SPS • • 4Y 19-1/B' 50-5/0' _ i-7/B' MM. CONC. ET•ED 1-I/2• IfN•MOOD �1BE0 yVVI III 8-4 SI 197.0 136.3 - 195A 176.1 JO' 4a' IM. 116A 63' 74-1/c 1964 141.5 I20.1 AT °' FROM ENDS NA AT 8' FROM ENDS AND 2 1fz' NIL 24. O.C. 41AX. A7 JNIBS 24' O.C. I". AT JAMBS _ `.$I (2 41 U-2 IMD 1053 IEO.I se EOGE 06T. 17' O.C. IIN(. AT HEAD/SLL 1' MN. 17' O.C. AWL AT HEAD/SILL I77.0 94.7 24• 195.0 19510 a0• 00• 161.E BLI 3 /a• 195.0 107.7 n, N-1/2• 5D-s/B• INSTALLATION TYPE 'S INSTALLATION TYPE V pp 14LO 7L9 190.E 127.1 7a• 130.a )29 or 74-1/4• 153.2 Im.1 NR) L1A401ai/ 28Y HOOD BUG( OR WOOD STRUCTURES K Q d i 24' to" 1961D 130.0 8L7 2C t9SD 189.1 m• lWO in.2 TYPICAL INSTALLATION DETAIL E 30• 190.0 147.9 3Y 30-3/0' 130.1 12011 ON ALL FOUR SIOE^�USING AI_UMMLw RUCK SYSTRA u K I95A 131.E 102.4 sib W. 50-6/0' u EiEy'' LS - 30' 42' it" 112.0 63' 82.1 13.1 ^J 3 ¢ g g 40' I85.0 9&7 m• tas.z 1-4 53-1/p• 54• 164.4 87.7 38-3/e' 125.4 0.1A o _ ^_ _ _ 00' 148D 78.9 0 o D 1°y 9 24' 190J I69.1 2500- AAS 2A• lot 145A D� 30' 152.2 I= .065 �392r I gT G S _ 42, ]6• im3 112.8 42' t0a.7 90.7 .562 1.10 DST• 7 PRODUCT gEVLSBD ry • 8 M A 715p2 uIpI2(W wielAFbW 48' 90.1 84.E 54' 84.8 ]33 1.4J8 CAN. $.K O1e14q(bAt AA<APIpNa1+aF3'oS12.21 .1n .ate P nnDAN o g �' ALUMINUM BUCK OPTIONAL�R AS.P� dr9wnq n9. 8083- ° e0°'-T8 Y 15 W99-04 9naa1 7 Al 7 M IAM I-IaADE MIAMI-DADE COUNTY ' _' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1nmidade.¢oX1economy CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33171 SCOPE: This NOA is being issued under the applicable •rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cqunty) reserve-tlie•right to have this product or material tested for quality assurance purposes. If this prodApt br materi;fi•faifs to • perform in the accepted manner, the manufactureer w111 incur the_expense of such tectiogAnd tho, AIJJ pay . • immediately revoke, modify, or suspend the use of such product or material within thei;�urisdiction.•RER •••.;. reserves the right to revoke this acceptance, if it is determined by Miami -Dade Q6aitt Produpt Control Section that this product or material fails to' meet the requirements of the applicable bitiMfig code...... � � • � � • This product is approved as described- herein, - and has been designed to comply VAN ine Flor id&Bu�lding � • ; Code, including the High Velocity Hurricane Zone. • • • DESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. ; • • APPROVAL DOCUMENT: Drawing No.'W98-100, titled "Series-238 Alum Outsw1ug Casemerit•Wdw4 (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J 5ated*04/1CVt5,*pr•-cpare4 • • • • by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-17atie 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, acid following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL'of this NOA sliall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION of. this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any producf, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply, with any "section of this NOA shall be cause for termination and removal of NOA. 'rfl, 'v rrs 1 e—NOA--mzmber—preceded by hew d- followed by the expiration date may be displayed in advertising literature. If any portion of the .NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided. to the user. by the manufacturer or its . distributors and shall be available 'for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0506.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0512.19 MIAMFDADE COUNTY Expiration Date: October 26, 2018 G Approval Date: September 17, 2015 Q IGj 17 Page 1 CGI Windows and Doors: Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED , • r A. DRAWINGS 1. Manufacturer's die drawings and sections. r (Submitted under NOA's # 96-0417.03 and # 01-1002.03) j 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw."(L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.R. B. TESTS. j 1. Test reports on: 1) tT iform Static Air Pressure Test, Loading' -per FBC TAS 202-94 • • , .. • • 2) Large Missile Impact. Test per FBC, TAS 201-94 "' • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 , • •' ...... ; ::;long with marked -up drawings and installation diagram of a series 7500 PVC fixed • ' •... %wndow, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer& • •.. •'insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. "• • • :" *�TLA-3056 WA; dated 03/03/15,. signed and sealed by Ramesh C. Patel, P.E: - • • 2. • • • . Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 •• • : ' - 2}•Large Missile Impact Testper FBC, TAS 201-94 r �: • • • • " • • • •" 3) Cyclic Wind Pressure Loading per FBC„ TAS 203-94 :.. • • • .... along with marked -up drawings and installation diagram of a series 7400 PVC project • •' out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-r3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94,. , r 3) Cyclic Wind Pressure loading per FBC, TAS 203-94 , along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating.glass spacer, prepared,by Certified,Test Laboratories, Test Report No.,CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C.•-Patel, P.E. 4. 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 , 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ., 6) Forced Entry Test, per FBC 2411.3.2.1; and TAS 202-94 , along -with marked -up drawings and installation diagram of , a series .318 outswing aluminum casement window, prepared by. Certified Testing Laboratories, Test Report No. CTL-3009WjB,'dated 03/24/14, signed and seal d by Ramesh-C. 1, P:E. (Submitted under previous NOA # 14-0.5.06 01). ' s t Manuel P9_12ft.19 Product Controlner NOA No.1 L Expiration Date: October 26, 2018 ' Approval Date: -Sepiember:17, 2015 E-1 ` 't CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window; prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) • • •' 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 " • 2) Uniform Static Air Pressure Test, Loading per 1!,AS 202-94 •; 3) Water Resistance Test, per FBC, TAS 202-94 .... ' 0 • � � � • • 4) Forced Entry Test, per FBC 2411.3.2.1, and fA8.2d2-94 •.• • : • • along with marked -up drawings and installation diagram of an'inum casement 04. window, prepared by Hurricane Testing Lab., Inc., Test Rep9tV.No. 1iTC-d080-...,, 0301-07 f6r specimen A and B, and HTL-0080-0905-07 for specirfleh B and C, dated .' 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abratani, t.E. : • • • • • • • • (Submitted under NOA # 08-�1010.02) • 7. Test reports on: 1)-Large Missile Impact Test per FBC, TAS 201-94 • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, $ETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/09, all signed and sealed by Candido F. Font, RE (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201=94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with -marked -up drawings and installation diagram of an aluminum 'casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. tCuhm1dRA_undvr AA0A'c fE 7_A:?) Manuel ere Product Control Ex m' er NOA No. 15-0 12.19 Expiration Date: October 26, 2018 Approval Date:. September 17; 2015 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE:) EVIDENCE SUBMITTED B. TESTS (CODr WED) i 9. 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 r 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 , 6) Forced Entry Test; per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc.,f•Test Reports No. FTL- 1003 and FTL-1041; dated 10/14/94'. both signed dnd sealed by Yamil Kuri, P.E. • ISubmitted under NOA # 96=0417.03) �. CA:- CATIONS ..4�v • 1. ....Anchor verification calculations and structural analysis, complying with FBC 2010, • • ' • • • dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad ••••• ••':%hmad, P.E. • • • (submitted under previous NOA # 14-0506.01) ' . 2. ; ' Gazing complies with ASTM E1300-09 • D.. • QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic- Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasO (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. - + 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No: .14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. - 4, Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on Q5121116 t " 1 �. Manue Per P. . Product Control Ex min r NQA No. M. .19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- Ste Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. 4, •.... • (Submitted under NOA # 08-1010.02) " • 4. Laboratory compliances letters for Test Reports No. HETI-08-2al .. • • • ...... HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Humane • Engineering & Testing, Inc., dated 06/27/09 and 07/17/08, all signed and seEQegy ' • • • Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) • • • ...... ...... 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-'6 and .' HTL4080-1107-98, issued by Hurricane Test Laboratory, Inc.; dalad 03/0 jf96 and • • • • • 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. ...�. V:...: (Submitted under NOA # 96-0417.03 and 0I=1002.03) • • ' 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-04.17.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No.14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 Manuel ere Product Control Ex i r NOA No. 15-0 2.19 . Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-4 • L T I r R / S 1 r , a • GENERAL WINDOW SECTIONS WINDOW MOTH f • g • 1Pf.AN MF VENT WIDTH WW-Y z T •• -, o OWA OFO. ) 1-r e-CO0RNER NFA°/gRL 7' /\ ° f << •••••• • y •••• • • 2 I_ �5 GY tDC•3 II N� mG{ �ai 6 6� • • -`t_J o 2 LOCK POtl715 • • .a. ALL SUM • ID `•! • t C • • • •••�4 III 3 1 �(Ap�� o k R /� ) ii • � ><r IMPACT VDI°OVS OLY • •tG� 1 �zQy 6 �" WWW ISQ SI • • • ••• qqd 1 IS: APPLIED • • ° • T'----=r __-AM • • IS,,� 1 '_ ' II WTmNAL i ••• • T IµI yy •. • • • FOR GLASS TYPES, • REFER,TO • ' T 7 • 3 SHEETS 3 AND 4. 2 1/2• B 24• YAX TW. 2 • • • OA: aPO. . • • p D� oPO. Ai ILfAO/MLL $� 1• vEirt-w•mri y • • .. vENr wu1H r . I�f'/ g _ M FIUME) • • • wNOM1+D11f WM000 SMITHOux4E rnA1E).E7(T$RIOR n i MULTI POI! LOCK Tvvll� Q S MA DTI POINT LOCK By 'I�C� S J ` ALT. TO CAM LOCKS tl • f IIAS. WpY. LOCK - L11K. WDI. IOCIM IETCIIf PgNIS HDGrt POM9 • 1 42' 2 3r I I3• 3 1 3 T Z t� 1 t g B4' 4 7{• { rp � i S �R� B \/ Vigo 7 goIi - 901ITER5 ARE NOT RIOWREA INSTRUCTIONS: r 1 o o A d s dd # USE tIMR15 AS FOLLOWS. NOTES.FOR MULLION/MULTIPLE UNITS, REFER TO `� ' _ THIS PROD I1Cf HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.O.A. 8t9E0 REQUIREMENTS OF THE FLORIUA BUILDING CODE INCLUDING HIGH VELOCITY STEP I DETERMINE RESIN MED LOAD REDEND ZONE ON WIND VELOCITY. NLd NOW WIND 2012 (ISM APPUOENE ASCE 7 STwgNtD. HURRICANE IONE (RAW. EI STEP2 SEE CHARTS GI 91Q7S 3 AND 4 FOR °ESW LOAD PROD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER MOOUCf1U:VIgA WAtm' OF OE41ED GASS S¢E/TYPE. LOAD" To THESTRUCTURE, FM PE / 746a ••M rN rrW i•PMrfY STEP 3 USING RMRI ON SNFET P SELECT ANCHOR 0►110N ANCHORS SHALL BE AS LISTED, SPADED AS SHOWN ON DELIS. ANCHORS WITH DESKIN SUP I STING MOM THIN DESM LORD VECIFED EMBEDMENT TO BASE MATERIAL 94ALL BE BEYOND WALL DRIESSNO OR MOMIN ANCHORING OR LOADING CONDMO14S NOT 94M IN THESE DELIS ARE gN, STEP 4 OF ALUMINUM BUICK SYSTEM IS USED USE CAPON 00 L NOT PART OF THIS APPROVAL �L drolring no. SHM 7 TO DETERMINE CAPACITY. A'LOAD DURATION INCREASE IS USED N OESK2E OF ANCHORS INTO MOOD ONLY. wss—� STEP 5 ME LOAFSf YIEUE RESULTING FROM STEDS 2, 3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-MEfALL1C AND NOW -COMPRESSIBLE. SIMLL APPLY 70 ENTIRE SYSTEM. I •heN 1 of ti. r N � I I ). T ' WINDOW MOTH 4ftu VENT WK)TH I O.L. OPG. Z GENERAL EQUAL WINDOW SECTIONS LEG FRAME WW-6 1/2' p B, MAX,I�P ! � 1A CMORNE S j CORNERS • • • Is • E�Q[iT T • • IB m �� •�// •� $ A = A C ----=fE•s• • S i < • a : «•••3� ••• 0 Qi 3 CAA LOCKS \ 9 2 LOCK POINTS $ $ / f•I• II • • • 4' E • • • ALL SIZES S 4 �i A'•ir • • • Q iill :i'AK' 0 OC SNUBBER � i # \ SURFiAI: A•pyED \ II • • • FALSSEEyA&W.$ i AT IMPACT WINDOWS My •:IL • • On � • • • • S I _ _I • t S . • • • J (2 • • • B 0 I I ®ID t___ n• • • 110 Is0 K•L• t Z r� ••, •• I I +� • g 8 W _ :: - • 8 • • � • . AT NERD' /SKL TYPI - NATION • • • • M n 'y�•N�Mj- • Is • • (EQUAL LEO FRAAE) • • • • • • 0 3 • IA T J 2 Dx. OPG FOR TYPES, REFEREFER TO ox. On.2 V2' ZZ� 3 vwl wmx T'MDOW WATTI SHEETS 3 AND 4. wIT rrlmH vmpaN ZI 8o_ mm EXTERIOR MMSM MULTI POINT LOCK By . TO C ALT. TO CAA TACKS MULTI PONT LOCK BY 'INTERLOCK' L TO CAM LOCKS q I 4 MAX. HT L HEIGHT POINTS 122 4ALT. MAX. WDw. LOCK METGM POM15 JB' 2 c 4 E „, ' ?S € • qq Q i 63' 3 6 4 71' 1 1 • b ° n . - F Nn AAV11D AIWO g 2 CNL M PE ! TOSY2 (mOOUL:t RCVISFD 'a.T11^7 wiMlbe No�iY D�pNm`oct5•Q5n�18 3i OcwlL D � I a 3 dlvWinq no. T � Cu�el t " A 2 W98-100 KhBBt 1, of 7 r 2623 2 3� — Am L737 --- �f e 76B V 1 13 ]AIIO I307 T�( ,1190 T]P. z LW7 M,.,� 2b27 „ `-,V-ITV^( .T20 EP17 2A65 1A3R � ]t( Ls2 $ wyI O DW CORNER . STEEL OKEY COTINICK RNER KEY IUMM U FLANGE FRAME Q VET4T (5/16- LAM. GLASS) ary .7 Rom L757— •:8 7aR p�4 I .REe rn. i9� 6 I'm L877 .. 2.4RR 1 2.71D I6P4 U a z IA EQUAL LEG FRAME VQlE (INSV4 LAM. GLASS) K R mv, PAW F quY lW=,IPTIOR RA7131I61, MAW/OIIPKIER/allan 1 m COI-37J oo-JE2 ... 4 4 FLANK MAME w(0-TR R•MD( m ED w INDI L OR EQUIV. EOGLL LED FRAME $063-TS 2 CO-378 4 WRT (J/W ML QASS) YEMt (RIAA. UU. DABS) VENT (7 IY tALI QA93 wRO-m eEKREI( . mw m Co-JR1 4 ww-TR RRDID( OR w .. 2c J oQ-Jw CQ-Jm 4 4 ww-Te REMLLII OR EM N. 001E CLA21M NEW ww-TS EHORI[% OR EON/. m G 31,3 4 SWW 01A21w WAD .Ow TNGI( WRIER KEY ART TRCK LXIRHEIT KEY wn-13 RETAIN OR mw. 4 - 4 I111MNw - s R Sr. STEEL- R AP-423 b REW. FRAME REMERSIRMW DCNIEXEl AP111S ] 0250-K-Iw b RDW. VEMf RFATiERE11RFRq 4 BAR NNOE, AT W AM BOIIOM FACE RONt EWK SCRLeCEL, %-Low R 33-10.W-10 2/ VENT STEEL "WK ArMCNEO If/ (Q * % J/C SE SUS R F1J-ql- _ 2/ VEAU STEEL TRUTK ATTACHED Y/ GQ #R X J/R" SMS eA - I/ VENT ULLYI Pow WE - TRIRK ED - 1/ WITT i UULD POINT LOCK ,110 THU LOW KW", ATFRME AWD ECOM LACK - WHERLOCK 10 - 2/ VEM STEEL CIR, ATTACHED R/ (2) 110 X J/C 96 SW OPERATQL (OPilQw STEEL DllM ATIM3NED •/ (2) ER % 31W S7 SUS RHIERILCK f OPERATOR (O►TIOIUE) STEEL ® 7S T 1WERAIOR TRAIT( 2/GAMER FRAME ANO PENT ASSEMBLY EM4 SQ VMS «�S O� 1� 1ry.vyeyw�rn. I JPO 2� n HY n L4A 3 R Zz� (� ® VF7(T (7/15' LAM. GLASS) .7 11 .OT- 4 Q CGI-375; OGEE GLAZING STOP Ce 2i. e �H.R1] E- (� CGI-J96: SQUARE GLAZING STOP AIWD T P CAR FROI)M-r RLVIS3) eO L FlAR. 70592 sRPIYb$KA■4F6i1. nL� y� ,Q° ftm NCF14Yl 15•0S.1q Y a Y 2015 rw w. try dmwkw M. W98—IO( ". GLASS 090' Son= awr Md Color Glwa RLAYERS AY 'FA.Iman Ch.w.' Ca.' By ,X Betorite PVE BY 'Nur9rvy AmIMw, Nc.' 1/8- ANN. GLASS �\ SILICONE _5'.IN 6" NOMAL _ <c rvoi '2' 3/I6' ANN. GLASS 3/16' HEAT SINEWS) CUSS p9A .075' S9Ga. CP MTth PET ton .075' Sol.. CP M51h PET Care �1� 8 By 'Ea tl Chl W.1 Ca' By 'Et-Ch-"d Co.' VISO' Son.. Claw And Ca Gto.. .090' SaM1 Claw And C.I. M.. cI IWALAYEIS By 'E.Wnw Q-I..[ Ca INrERLAYER5 Sy 'Eoatmon aternlwI Co.' i. .a90' senlryGlae .090' S.n4 o. By K9ror0y A-K.. Ina' By KYrarly Arles , Ine.' P' n L .000' Butwt. PvB .090' (M-Re PVB u By 'Kur m AmcrNw. Me.' � � By 'Kureray A-dm, Inc.' • • • k3116--ANN. GLASS ]/1 GNEATSTRFNY) GtA55I IS SILICIX4SLIWIE • I N • • •GE-1200 GE-120000 l'OOV 899aual�A � Au clnss IYPES • � • Q a 7/16" NOMINAL 7/16" NOMINAL SIS • • • • sgg•- • GLASS TYYN 'N' GLASS TYPE '8' • :77 iiii RRRR PERTORMANGE VALVES OF IMPACT RESISTANT WINDOWS IA n.111E16 RmWNIA 9I)EI ro 6NFT19 s TWW 7 TON vlSTIL791M a61N13 VMDE OIMS 91AE9 ME 'Y' - TYPE Y' GIA96 TYPE b' WSMR 1417 C IM. (')I INT. (-) E%I. C+) INS. I-) EXT. (+) I INT. I-) 20' 24' 26' m' 3Y 30• 40' 42' �• t10.0 194.3 ISao 195.0 Slob IS" 110.0 161A 110.0 195.0 IIOA 195.0 110.0 110V IMA 129.S 1IOD 110.0 195.0 1950 110.0 1160 195A 195.0 Hall 121A 110.0 1950 IIOA 'no 107.9 97.1 107.9 97A 110.0 IIVA 195.0 Ill Ilea 110A 1950 1m.0 92.5 ISIS IIOA 120.0 80.0 -0 m' 24' 28 30' 3z 36• IO• 42' 13' 11aA 11 0A 168.5 _ Im.6 110.0 1950 110A 10.0 110.0 195A 110.0 t95.0 ilea I16.9 Imo is" 110.0 1950 1104 10+.1 111.0 104.1 IIOD 110-0 195A 1950 I10.0 IIOA 195.0 1 12a0 - 92.5 110.0 1"A 110.0 I - 013 79J 513 110A Im.O 110.0 12a0 79.3 1iOA 120.0 60.0 60.0 20' 24• 28' 30• 32' 36' I10.0 1457 ilao t95.0 ISao ISSO "Go Ia3A 121.4 110.0 10.0 110.0 198A 1N.1 11" 10.0 11" 120.0 INA 97.1 W.L 110V ING IIOA 9LI 40.9 01.1 11 Go 12ao 110.0 120A DOW 110.0 1mA IfaO 1N.0 40 {2' 12. 110.0 120A WA 00.0 201 24' N' 30' 3Y [J.' 40' 12' S1, s IIOA 195.0 110A iiab 10A 10A 9 110.0 1950 110.0 I- 110A Im.0 F?66111�.i II LO 120A ItUA 110.0 1m.O I m.O 9 110.0 1 mA 110.0 /20A 110A 1N.0 8 ] 110.0 110.0 ImA 1mA 110.0 00.0 1m.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13DO-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAOS-DEC-219 PE RFURIMNCE VALVES 0V IMPACT HLVISTANT WH400WS PIRWORMANCE VALVES OF ]IMPACT BP.SI91'AN7 TOWDOWS IS • 00. • ND TO 911U11T� a TNYI c6lscn raE WvxU19Yr oTTMs N INAU96 REWIa[9• avER ro s1ELls s 11Wu 7 raa sa7Yu1�rlis�A• • • • 9T2T11 i1Np0i alY9. slurs GIAS9 TYPE '9' G1A48 TTPE 'Y 6U39 TYPR '6' ►IN1101 W Y6. OIA99 TYPE Y' I OIA89 8 ' ' TYPE '0• •• •: • � • � • • WIDDI 1E1G11T CST. (+) INT. (-) M. (+) INT. I-) CST. (f) INT. (-) -Vol IICNi11T M. (+)p EKT. (+) INS. C-) EM. (+) INT. (-) be Z m' 9881 112b 110.0 1910 110.0 195A 19-1/6 IIOA 110.0 •If. OA 10.0 - • •)/ • • 21' BSB 95A 1 110.0 1950 I10.0 120A 26-1I2' R� 110A 110.0 I95.• 0.0 190.0 • IC w, 76.7 013 IIOa 120.0 11.0 /mA 37' umb "Ma 1910 •IOA I0. O30' . 732 77.7 I10.0 120.0 1- 1mA 42' '110A 110. 1950 ItaA I0 1.7a.2 72A "D.O 1me 110.0 120A 19-1/8' 110V Ila 19 0 MICA 164B 64.a 110.0 IN.O IlaO 1mA 26-I/2' 110.0 11ao 10A ilmaa60.0 60A WA see 37' 3 _ � M5I IOA 124.s 110A Im.O •fimo 80A 50.0t.-' 42' MIA ISOM INA 1104 120086.7 • 0 ML7 110.0 195.0 11"19-1/8' IiGA 110.0 195A 110.0 195.09 24' 73.4 714 110.a I20A 110A 26-t/Y 5�• 99.] 1N.3 110.IS 195A flee 195.0 ;O� 20• N.2 64.2 110.0 INA 110.0 37. 74.7 71.7 IIOA Im.O 110D 120V 30' 8r 00.E T 60.6 110.0 120.0 OA Ilob It00 42• 19-t/0' 85.8 ... 65B ,Han 110A ttnn 1mA te.n 110A tlnn 12a0 tern O 3Y 36• 40' S .6 b7b 1/0-0 MA 12 No 60.0 00.0 We Sao 26-1/2 JY ' 4Y SIX 60.0 00.0 20' 21' 26• 30' 32, 72. 6E4 s6.4 110.0 1910 110A Ime S6.1 40.9 58.1 46B 110.0 1fOA 1mA _ 1m.0 IIOA 110.0 1200 12Q0 19-1/0' M-1/2- JY 74-1/4' 40A 'RL. 110A 1mA 110.0 Imo 416 'LIA 110A 1mA 110.0- 120.0 24• m• 76' 4JA 35.1 4JA JEt 110A 110.0 -V 120.0 3G• II0.0 tmA 32' me s0A 20' 41.6 1 4I.5 34.9 110.0 lion2a'Iloxw 24' 34.9 51232 tz. 483 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF 16.34 SO. FT. +110.0. -195.0 PSF 10.00 S0. FT. # LIMIT MNL LOADS TO 1711 PSF WHEN MATT POOL LOCK BY 'NNEIR... 0 ## SITE 37' A 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 I# Ql PRODUR REVISED � C 491pIY11Y NIhtlW F1Wi0a Au49r•m W 15•p61i.1a{ b• � ey d-in9 no. M' Gads PlVdlcl W98-'O( 6• TEMPGLASS 1JqPACE I/r TEMP. GLASS 4 V 8 AM SPICE M I S .075' SO.. CP WRA PET Cara 1/6- TEMP. GLASS .075' ShcnX CP Mlp PET C.ro By 'E6{tmm CTmlkd CY' By 'E-tm.' 01.mkd Ce.' O 090• SdM1e 0a.r Md R5 Bi 'FAdmm Chemlad Cdw GI- C..' AGO' Salk, CYm- And Ce Ch- WER1AYERS BV 'Eo41e1en tlwntod Ca'B-byGf.4 ABC' Snit"01. F 'BaronyAmMc96y 'KumM AmAco. Inm'A9r-'R. •!• PVBODO- A-f- Y¢.' �Ilf1/8 DVIa,. P..•'K.." By 'IWroroy AIM m. Im TENP. GIA55 MAL ALL GL TYPES SII3CDw it•']IFiI9"T SAW 999•L EOCE SPACER CAR XL EDGE SPACER•�.fB/ ftO0L5 SE SIEELL By 'CAROH4L' SEUMG BLOCKSf72/ UTE DLW-gm OR By 'OWNIX' EPDM flem LACER Off 'OWJ7�%+ 9/4" INSUTA . 0000 SUPER SPACER OURQ@IER 8535 BY 'OUNIEX' 3/4" INSULATED '9A' -- • • j;Mgg TYPE • GLASS TYPE •••• n• • • •• •• O $ • •• Z • •• • PERP01011NCC VALUES OF IMPACT 16L818TAN 1rD/'OYS 0"FORNANCE VALUE OF IMPACT EESMANT VINOD" • 110 94RIBIp N911118 PRIBORMLNCR TALLIES OF WPACC RESISTANT WMWn w 4NR1FI6 IEglIEp fl N � pg • M ]NUIIFA3 IEIm n I E INN 7 AYa1MlD FIlo uAXx IILR u 1112E11 10 eevs a MY) E69 ellwwa6 etlRu Iva A aeE1s ! 71aa '/ ra 17srrfAAx ovNu C.) L' • V 9WsA1489IIIIIIIII&W CUA.6 Tw 'sk • to100W DOB. I a1A39 TVP9 w was Tm L' WWN e06. I GIABB TM TM' GIUIS TFK 'L' 0V0 1111 M IETJII I EXT. (+•) 1110 C-) M. Will INV(-) OMM I 110p EXf. (•) I INI. (-) IXf. (4 I- (-) eADTN 1E1GIR Eat. (1) I.L C-) P]If. w 1M. (-) N ��N f 110.0 ISA3 _ IfOA I..db 20' .&A 112a IIOA 19]A 19-1/6 IIQA 195b 110.0 'OsA • 9 • • j-• * e 9 110.0 tp3.0 2•• we 95.4 110.0 120A 2a-1/1' 2� IIOA 20. 110.o 19i0 13:, 4Q' Il 36B 110.0 19Y0 2e' ]e.] Y1} I1a0 120.0 S)' 11..9 115.4 11p.0 19Y0 l0' 3r 111. 1293 L0.p IWO Jr d0- 712 T7.7 110A 120A 43' IIaD 1'm.1 I1. 1910 19-Ile .10.0 Ims 110.0 193.0 Z ZLL .-. 32' J6- 11a0 ( IWA 121A 10]A 110.0 195.0 I10.0 IO10 32' ]r 70.2 64B M3 KB 170A 2Q-1/2' 110A 137b I1Q0 19Y0 � Jn. p 8 4p• 97.1 97.1 110.0 Imo 10' WA WA - ]]' pE5 96.3 110.0 12U 41' OILS OIL} 1foA 120A W 60A WA- 42' WA 066 110.0 Imp �) TO• IIOA te6} II9A 193A 10' 85J W.7 IOWA 19-1/6' 110.0 INS I= .5.0 pi IL4' 110A 139.E IIDA 195A 24' 73.4 73.4 Im.0 26-1/Y 50-5/e, 0.7 IM.3 110.0 195.0 2e 1104 11&0 110A 195A 2r 642 61.2 I"A 3T 74.7 74.7 tla0 120A y [� 30' 110.0 IIIA 1lob 195A 3r 66' SOB 60.6 1102 4T 65A 6" I100 120.0 p y 32' �• 104.1 ID4.1 110A 129A 32• 574 57.5 112.2 19-1/r 96.] 104.2 110.0 191093r 4r 92.5 613 22.5 all 110A 120A IIOD 120A 1. 40' e0A NO e0.0 BOB - - - 2e-1/2' aY 74.9 n.9 IIOD 120A 3T WA WA Ilom 117A 4T 7EJ 792 IlOA 1]0.0 20' 04.4 e64 1100 /m0 4Y DOW e0A- i 9 8 666 2r 11" I417 i1. 1.0 5LI 5Y1 IM f09.3 19-1/e' 610 e10 110A 120A - 2{' , 11.0 110b 193.0 IQ' 7r 45.9 40.9 53 953 - - .. INA 110A 120A 48' >D• 4e.0 1 0 WA 0.8 JT 68A 6aS - - 3r 7r 563 36.3 - - NOTE: (LASS CAPACITIES ON THIS SHEET ARE • i G' = ? "' 97A 01.1 110.0 INA 1.'0.0 12o.o 0.5 416 e5A 65.0 30• �, 32- 3e• BASED ON ASTM E1300-09 (3 SEC. GUSTS) wA Sao - - s' ]e' LIMY MAX. (DADS TO 171.0 PST WHEN MU n POINT LOCX By 'WHILOCK AND FLORIDA BUILDING COMMISSION ' - BOA 110.0 120A J2' e0.0 eaA 4p' T2A [72A I t9.o Imo x' IV aao Iw.o - _ B USEDp42' DECLARATORY STATEMENT OCA05-DEC-219 ,�2r Imp To• 510 52.0 tol.3 10.2 MA 110o 7 2C �• 43.6 _ NA 65.4 al4 #k SRE ]r % 77' APPUGBIE ib RAllOi TAMES OIAY SEESNifI..fly.1"- _CVLN;rWr PRCOWr HBVISEV D p �{y EEM' =2r rW, I= 110.0 19Y0 KA IKIS ilOA • 110.0 I9Y0L21* 120.0 ]Yl ]Y1742 11.1 e0.0 60A - - _ 1 ^32" e4A -.- 1lob Imp 11.5 NA 41Z 34A ODA 0.0 e0B' Q00 Doe wo iIOD I10A no3r d701.irn94r ND1E' 64A 543 - - 71A 71.9 110.0 12U 04' LOAD/�A LIMITSW96-104Y a4A e4.a flan 120A s12 s1.z - - FOR +110.0, -120.0 PSF - 16.34 SO. FT. e1.7 e1.7 11&0 Imo sheet 401 4e3 a9� _ _ +110.0. -195.0 PSF m 10.00 50. FT. INSTALLATION CONDITIONS FIA,NGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 ANCHORS �4ftu 'f g I I SEE EL F6 R CING SEE SHIM SEE 51EE1 6 FOR OFSCRPiN1N DESCRIPTION 10 TYPICAL ANCHORS SEE ELIEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION MGL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPX)N YFTK f I 1I/B- THAN. al • • pc 6 u i 3/a' SEALANT SEALANT • • • • • • • �' 1k^S; �} •• $ O F •' ••• .tii H 2Ile O 21/6'`TAN. • • • • IL tlj�fjli• • ' • • ,••• 2-1/2' III . 1-1/2' NN_ •••••F • • • • • � • � INSTALLATION NPE '1' W000 RUCK TYPE '1' INSTALLATION TYPE '2' WOOD &lCK TYPE '2' • • • • • • • MUERWl PRESSINE TREATED UATEFfik: PRESSURE TREATED • • • • • A • TYPICJU INRTALLA71ON DETAI TYPICAL INSTALLATION DETAIL ATTACHMENT TO • • • Li Z I —• • ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDE$/USING AL ANCIONS WDOD ! • VIV • • •40 • 1�. Y� • • • • • • • iYNCA1 ANC R' •4 • • • • MICA. ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION _ • •SEE F1EV. FOR SPACING T-�-T SEE SHEET 6 F•t�L�fTON • ••• M • • • � Q 3 • SEALANT SEALANT I I I 3 Z C I I +j 31 C *S—EE' yo� ' P � 2 71W 2 1/6'FLVCK NSTAIWION BV OTHERS M LOTION BY OTHERS ATTACHMENT TO ` L € APPROVED MULLIONS INSTALLAl10N TYPE '3' WOOD RUCK TYPE '3 INSTALLATION TYPE W WOOD RUCK TYPE W anal.$ TYPICAL INSTALLATION DEVIL TYPICAL INSTALLATION DETAIL ON ION U a,� /ICI LNG WOOD ON ALL FOUR SIDES/USING MIN CHANNEL 3/e X I' X 3/4- X 1/e 2-1/2- LONG AT ANCHOR LOCATIONS ITEM ErpnQpFll YRODIIC'I REVISED as^�MArNbwNN NO Raid. M PE taw, P = T y 3 cAN. SN r � i t WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER LOCATION M �' P.mgR dr^wirlG no. W98-1O0 j THEM i0 THE BUILDING STRUCTURE. WITH SHEAR CUP (aAeet SoT 7 INSTALI.ATION CONDITIONS VC11TAT, IXG FRAM (API-LaES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SMELT 0 I .FORANCHORS SEE ELEV. SEE SEE 6 R DESCRIPTION SEE SHEET 6 FOR OFSCRIPIgN _ Pp = S s _TYPICN. SEE HEV�CpR SPACING ANCHORS SEE 0".. FOR SPACING STRUCTURES , IN Q Qg P) • • SFE SHEET 6 FOR DESCRIPTION SEE SHOEr 0 FOR OFSCRPOON R O jS •• • • be* 0• 2Qn� V ••• •�' '3 • i 3^�� I 3' 49 • $C • NN. • • • • • .'1• yM` • 2-1/Y YIN. • • • • • • • : '1' 0,000 '1' • • • INSTAL MPS • • • WOOD RUCK TYPE INST II ATA N 7YPF '9TYPE '9 WOOD BUCK TYPE V • • • • • • • •• • • •Y� SIAI: PRESSURE TREATED PRESSURE TREATED �L TYPICAL WSTALLA�()N ITEWL• • DF'UR cIDESrNc_W[: WORD TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEUSING WOOD ATTACHMENT TD METAL STRUCTURES 3 8w E* �.eso•••• • • • • • • • • • • • • • • • TYTNAL ANCHORS TYPUYE ANCHORS L-" ELEV. SPADESCING N yN • • SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE SLEET SEE ELEV F6 POR�MSdIPRW ORS SERE I I T I t 3 8 cY cC cy II II .: V P • 2111E • < -" , • a '. " - ARL ATTACHMENT i0 f X7 r' a . RIICR INSTALLATION By (171ER5 ' ' 6UCI( INSTALLATION BY OTHERS N1NS APPR- DyEp MULLIONS INSTALLATION ATION TYP WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE W H :. $ LN1f81AL: PRESSURE TREATED _. MKrEw: PRESSURE TREATED S 9 8 a 3 t P T`(PIG1L YJSTALARON DETAIL TYPICAL INSTALLATION DETAIL ON 1 F Ri CIDFS/ - IN WOOD ON ALL FOUR SIDES/USING wooD F'4'CI4L PRODUCT REVISDD 7002 i<empE1'Im kh YsFMdA �6T0 i CAN. nwwwclr. b1 DNi I8 i y drDTPirlq no. W(K10 BUCKS NOT 8Y CGI CORP., MUST SUSTAIN B.I.N LOAO,S IAPoSFD BY GLAZING SYSTEM AND TRANSFER O15 W98-1 THEM TO THE BAALDING STRUCTURE. 11aet 5. of 7 91NDOW DOB. NOM NFf(31 20' 24' 2r J0• 36 X' 40' 42' 20' 24' 25' JO ♦2' 36' 40' I2' 20' 24' ?D' 30411' 32 w• 4z• 20' 24' 1. 30' 54' 36 40' 42' x0' 24' 23' 30' 60' 32' 36' 40: 42 24' 25• 30' 66' 36" 40' PO' 24' 26' 7Y So• JY CE VALUES OF INSTALLATION ANCNOL9 INTD4 1a SHEET 5 M OETMLS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER 10 b M 5 FOR OXTAILS ""On W/o SRIAN CUP ANC6URS OITI 611BAR CUP 11nmv DINS. ANCHORS RPo SOUR CUP ANMM 11I1N SHIIAR CID AT 17" O.C. AT 10" OZ. AT lY &C. Al- IV &C. AT 17' O.C. AT 20" O. AT 17' O.C. AT IV OZ. H61pR M.(+),AW4-) E1R.(+)/M.(-) 105E 195.0 154E 195V 172.0 32' 36' M. IM2 19195.07&4 1=2 19SL 125.0 129E 110.4 189E 67.9 106.6 192.f 105.0 1104 147.4 20' 20 26' 1. 32' 1. 11a0 173.1 19" 119A 190.5 180E 1as to. 0 ia.0 lag 96A 137.6 120.0 195E 0.2 15" 148.4 938.5 19a0 195.0 Bat 79.4 I38.1 127.0 IWA 10.0 96.0 114.7 103.2 MA 190.0 n.4 129A 195E 74+ 11&1 125A 171.4 73.1 9&3 20" 2P 28' Jz• �" 1a.0 19aO t]2J 10a0 193E Is" IaJ Ia.O 1950 132.7 110A 176.11 147A taro 197.0 110E t5a8 105.J 154� IBSA IBSO 94.8 88b 1422 1J27 10.0 wA INA 1342 144E 19010 192.9 55.5 no 117.9 110.E 126E 171.4 73.7 9&3 W3 B&5 115.7 ItO2 154.3 140.9 3 63.2 54.2 PERFORMANCF. VALUES OF INSTALLATION ANCHORS PRIR ro SNEILT 5 fTM OLTAlS WIND09 91N9. RPo SNPAH CUP ANCHORS MR RRRAR CUP . JT 10" O.C. AT 17" O.C. AT 10" O.C. MEMO It]GIT -) fM.(+)/NE(-) EST{+)/WI.(-)19-1/6' 28-1/Y 26'193E 105.0 140.4 195.0 107A I61A T4+),4W.(-) 193.9 77.2 115.9 38-J/8"1930 105.0 ISI.9 19a025-I/Y IOB• 146.137' tO4.7 182.6• 19-1/6, 26-I/2" 37' 50-3/8' 19a0 I33.3 191.9 193.2 13B.f 19&0 • I7a0 • 1 9.J ins 99.2 • 19-1/5' x6-1/2' 3]' 42' 63• 125.0 193A• 4 • 19a0 I5513 711.2 196E 1044 •••5.8 89.0 I558 IfLB 96A 171.4 55.• 19-i/6 37' 195.0 164.7 19a0 .8 19a0 1 151.1 117E I8&6 10&1• Z ••••aU Hsee • •••• • Oak two 154E 193E • • • • • • • • () 'DOD • lam IWO 129E 161.3 1 192.8 1 0 .0 110.0 I'll, •••••• • ? ••• •• 96 IBOA 1.0 I0&2 129.0 • • • • O 4 • 168.8 19&0 96s 1209 TYPICAL. ANCHORS: SEE EI.LV. FOR SPASNO • • g 9S • 15010 167.5 86A 107.5 • • • • • • • • it, • • 13SA i6&8 77.4 9&B t/4' D1A. KWIK-CON B 6Y 'HHiI' (Fv.�d1161, h�I37 .:go* : i 128E 160.7 73.7 p2.1 1%4' DU. ULTRACON BY ' CD' "n KM F7-155 1w) �' � � • 195A 196.0 137s 1770 INTO 23Y WOOD SUCKS OR W00D STRUCTURES • • • ,.1 • • 19bA _ 106.0 114.] 1TL0 • 17I.4 taro 95.3 147E 1-4/2" MIN. PENETRATION INTO WOOD •! � � 3M • 160E Iwo 91.1 157.6 THRU 10Y BUCKS INTO CONC. OR MASONRY 3 3 750E Iwo - 66.0 129E 0 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY � � t 1333 I%.o 76.4 1147 DIRECTLY INTO CONIC. OR MASONRY 7 120E 180.0 _ 98.8 103.2 I 11 1-1/4" M(N. EMBED INTO CONIC. OR MASONRY 7143 171A as 9&3 19SA taro 123E Ina /14 CMC OR GOLF DRILNO SCREWS (OHADE 2 COOS) IBOA 1a.0 1032 154A I INTO MMMI-OADE COUNTY APPROVED MULLIONS (MIN. TOOK. _ .090") 1543 1a.0 a.s 132.7 INTO METAL STRICTURES A $g 1NA 1a.o VA lus STEEL 1 9 1wA taro n.a tte.1 ANSYOAs W/O SHEAR CLP ANCHORS 1T1711 _GIIEA9 c13P : /6' THK. MIN. IN. 36 K51 MIN. ALUMINUM 1/6' THK. MIN. (6063-T5 MIN. INN Iwo BSA Ia.2 (STEEL IN CONTACT WITH ALUMINUM TO 0E PLATED OR PAINTED) 100E 152.0 01.9 92.9 j y' 1029 154.3 S9A 8&3 TYPICAL EDGE DISTANCE laA 1763 190.0 _ ta0 fn.3 f00b tu4.z 140.7 INTO WOOD STRUCTURE 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. CQVCRE)E AT MEAD, SILL ON .4MAB5 Pc- 3000 PSI MN. C-90 HOUIDW/FLLED BLOCK AT JAMBS I'm - 2000 PSI IAIN. Mr. 3IWD NNYD M PEM1L7a9I PRODUCT RE-V13BD CAN. 3&N Nednpl7kpvnlN re Pbnb-! 0.1mi.8 Cb4e 15 AaaePI-NP - 14j &tPllulol Due /�li( A O q MI s,OW 0 ws NINE a 103E Ia.O aA 131J tart 153.a 1384 taro 190.9 ee.o 78.2 1roA 1 Y } / I S2 . 8 drn9irlq 110. W^8-1�0 171.E _ ftA4 963 j213 95E 125.0 107. 15&6 1613 195.0 10]b 5 150E 160.7 ISOA 1n.0 a.0 16A 92,1 0 129E 1204. 140.6 Ia.O 50.6 112.9 IOp.3 125E 175.0 71,1 PERFORMANCE VALUES PERFORMANCE VALUG9 PERFORMANCE VAUJIN ALUMINUM TI1 F AMIN - OF ALUNINUM BUCK -K OF ALUMINUM BUCE Of ALIIMINUY BUCK - •9� $ IN STALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS tIEOI m 1NEET8 3 T1881 6 NA 9810aN cm*cm USE LOBO IPPUCWE WLUEL DNS RODOI DINS. fY WINDOW no.T1N0011 4f•81 ND0N1 UO{+) ON.(-) MOAN HETOIII EKr4+) BR.(-) MDTH HEIGHT 1 EAT.(+) NL(-) 20• 10" . 1N.o 19-1/8' 110.0 1%A Q y. b 20' 110.0 10&0 2c 110.0 195.0 24' 60.9 120.0 26-1/2' Ammo 1%A 26' S 18j 110.0 18E5 1. 25- 80.5 1103 37' 110.0 1642 �• ' 30• 32' �•• •1 IBz4 30' 70.3 f0/.1 42• 110.0 152.4 32* p.0 60.0 19-1/O' 110.0 1%A �( 110yy0 1- •�' ♦1Q0 117.] �• ..0 00.O Ze-1/2• 38-3/0• 110.0 17Z.8 $ S Im6 .0 145.1 4mo 40' 41• • H127 120.0 3Y 110.0 156.3 1, • 006 120.0 4Y ' 95.7 120A 28' 1. 120.0 10-1/0- 110.D 195.0>6• [Qa t R 20' • 1100 170.6 r17.9 • • • 101.3 26-1/r so-Sro• 11Q0 154.7 140.5 3Y Mo 3Y 64.0 120.0 I I to • i0• 41, 1 141.0 20' 41 1fo.0 120+0 sY A9A 120A .7 1 14• • • • 974 12" 19-1/0' 109J 140.9 ..4i� •12C.0 D6' 20' B4' m5 117.3 28-1/2• us 182 1 1 • �'• 952 120.0 SD'• • • • BOA 00.0 SY f7A 931 SLIS 10 •6A 20.0 •42' 32• • B0.0 NO 4Y 00.0 90.0 AT 5' FROM ENDS IY O.C. WAIL AT JAMBS 19-1/8' 110.0 154.* 24" O.C. MAIL AT MFM/SLL "' Z e 110• .0 Igo T.3 �� • 2B • • >•-1/1' 74-1/4' OEf i18A /14 SM] • • • • 3Y BOA 00.0 0 Y FROM ENDS OE $ 11a 160A 30• It 154.8 • • • 19-1/0' 100.0 120.0 "'-""-' 17' O.C. MAX. AT AAMBS 32' 48' • .• g 2e O.C. W2. AT IEAD/SEL 29-1/2' 74' 9410 1151 I 1 1200 •i�.� • NId• • • 3Y 60A 00.0 1 urf Ij as LL 40- 1 99A 05A 120 1 A • • • 19-1/8' Im3 140.0 n • •• Z6-I/2' 77- W.7 113.4 i \� 37, 1 00.0 OD.O o 2 N � Ii 4. 24' 20• _ •R Q `d 120A �• .• ... o� 9fA 3Y IZOA : 1 •n O^ 36' 4W 062 1182 - ... � hACAL ANCHORS TYPE 'A' ON '8' TIFICAL ANCHORS TYPE V AT 6' FROM 0405 AND AT 6' FROM ENDS AIO 822 OD.f 112.7 110A O aY 2 1/Y MN. 17. 0.0. MAN. AT JAMBS 17' O.a MAIL AT JAIl5 EOGC 0�, 17' O.F 4AX. AT HEAD/SILL 24- O.C. MAN. AT 1EAD/SML 1' YIN. 20' I10A_ 1631 1f' 97.0 INSTALLATION TYPE '5DRQ. TYPICAL ANCHOR$: SEE ELL". FOR SPACING 28Y ROW TINGE DR MAW SIRUGRIPLS30' eae 82.0 A _ ^/a' HIA MwR-PIN E B7 •HILTY (Fy.163 N9. 7157 831) 79.4 7JA dr.- J2' 36• TYP JI INST IATKIN DETAK DIRECTLY INTO CONC. OR WuONRY ON 1 F 1R SIDES G IMI M40' 1-1/4- MIN. EMBED INTO CONC. OR MASONRY10' OOA ItOA 171.0 -15520' DIRECTLY INTO CONG OR FRIED BLACK IOIA ARIA 24' 840 1120.0 -7/4• MIN. EMBED INTO CONCRETE 2-1/4' YIN. EMBED INTO GROUT FRIED BLOCKS A88 _ v h - .s /RDA 30' 66' ,Sp2 _ 6 32' ss' 40' 87.3 IIS.7 C - 014 SNS (WADE 2 ORS) 1.125 962 INTO 29Y WOOD BUCKS OR MOOD STRUCTURES 1- 125 BdOFB 1-1/2' MIN. PENETRATION INTO WOOD 1.4'3° r7t7f %A %.0 no Ino 2W 110.0 15M 24' xa' 97A 110A, TYPIGII. EOCE OISTANLE AavepleM A1AE 1 i4 INTOCONCRETE AND MASONRY - 2-1/2- MN. ALULUNUM BUCK OPTIONAL COVER pDW il' 6s.0 �.B1.7 m INTO WOOD STRUCTURE - i' MIN. BOSS-TeBy77.9 1ho0N160.a CONCRETE AT HEAD, SILL OR JAMBS Ee - 3WO PSI MIN. C-90 HOLLOW/F1Ll,E0 BLOCK AT JAMBS M1n - 20W PSI MN. WJA-� OO met 6f 7 ` MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.¢ov/economy CGI Windows and Doors, Inc. , 10100 NW 25" Street Miami, FL 33172 SCOPE- This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be `valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AM (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 jurisdjgtjgn. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dado County PrbducLContrQL.... Section that this product or material fails to meet the requirements of the applicable buiktmg code. .' -This-product is approved as described herein, and has been designed to comply*MVthe Florida 4uilding • • : - Code, including the High Velocity Hurricane Zone. ...... .... .... . . DESCRIPTION: Series "238" Aluminum Fixed Window - L.M.I. •.... • •.... • • • • APPROVAL DOCUMENT: Drawing No. W99-10, titled "Series-238 Aluminuin%ixef Wingew. • • • • • • • (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15,'pidpared b}PAI-Farooq• • • •; • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Ceuni Product Control '. Revision stamp with the Notice of Acceptance number and expiration date by the Slianj Dade;Eoanty • • • Product Control Section. ; .... ; • • • • ; MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0 • • 0 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AByiVERTNTThe NOA -numbe"meeded- y the wo arni-Dad®-Geunb —,-Rorida,-and followed by the expiration date may be displayed in. advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0903.06 and consists of this page 1 and evidence pages E-1, Ir2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,.P.E. NOA No. 15-0512.16 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 Page 1 CGI Windows and Doors, Inc. , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r A. DRAWINGS 1. Manufacturer's die drawings and sections. ` (Submitted under NOA's No. 01-0918.01 and) 2. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I:)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ' B. TESTS 1. Test reports•on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 1202-94 2) Large Missile Impact Test per FBC, TAS 201-94 , 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed •, • • window, to qualify DuPont"Butacite" PVB interiayer, Duraseal® and Super Spacer® ...... '....' . insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. • • •C4LA3056 •WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. • 2. ":Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC•TAS 202-94 • • • • • •. 2) Large Missile Impact Test per FBC, TAS 201=94 . .... ..... '....' .... '....' 3) Cyclic Wind Pressure Loading per--FBC, TAS 203-94' • • • • • • • ; • •4,g with marked -up drawings and'installation diagram of a series 7400 PVC project • • • ou>•window, to qualify DuPont Butacite PVB inter aver, DurascalM and Super • ; ; ; • *OSpgce16 insulating glass spacer, prepared by Certified Test Laboratories, Test Report • • • • ""': • No: CTLA3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. • • • • • :--.3. Test reports on: 1) Uniform Static Air Pressure Test, Loading'per FBC TAS 202-94 ' 2) Large Missile Impact Test per FBC, TAS, 201-94 r 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Large Missile Impact.Test per FBC, TAS 201-94 .. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed, casement prepared by Hurricane Test Laboratory, Inc., Test Reports and project -out window�ss,�* —�csaT v-r—ravr—tiny— —�- No H Tr_QO��-(ig-2444, BET! 07_A7Q7 �++rl ETI-67_4198� date 4; 06/27/08 and 07/17/08, all signed and sealed by. Candido.F. Font, P.E. (Submitted tinder NOA No. 08-1114.06) ` 1 ' P. ?law Manuel erez,- . Product Control Exa me NOA No. 15-05 . 6 Expiration Date: October 26, 2018 4 + Approval Date: September 17, 2015 E-1 + CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 238 aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated fiom 10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA's No. 081114.06) 6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 201-94 2) Uniform Static Air -Pressure Test, Loading per $BC TA&2Q2-94 • • • • • • 3) Water Resistance Test, per FBC, TAS 2021)4 • : .' 4) Large Missile Impact Test per FBC; TAS 2U'10-9* • • • • • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS' M-94. • .... .... . . along with marked -up drawings and installation diagram' of a Sent;S 23 8 a4>pum • • • • • fixed window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL- ..:.. • 0080-0303-96, HTL-0080-1107-98, HTL-0080-1127-98, . H rL-0080-06649, HTL•j • io • • 0080-1020-99 and HTL-0080-0203-99, dated 03106/96, 09/0M_ 11/10/98,12/23/98 '. and 02/05-15/99, 06/07/99 and 10/28/99, all signed and sealed by Timothy8!: • ; • • • • Marshall, P.E. (Submitted. under NOA No. 01-0918.01) - o : 0000 : • • • •: 7. Test reports on: 1).Large Missile Impact Test per SFBC, PA 201-94, • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of . aluminum casement, project -out and fixed windows, prepared by American Test Lab of South Florida, Inc., Test Report No. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 01-0918.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/05/14, prepared by AL-Farooq Corporation, signed and sealed by 7avad Ahmad; P_E__JCuhmitte"ndPrrrevious NnA Na. 14=0903.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). a . Manuel erez, Product Control Exa • NOA No. 15-0ine Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for'their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/•16. 4. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/1.4,.expiring on 12/11/18. S 1 , F. STATEMENTS' • • • • • •.... • 1. . Statement letter of conformance, complying with FBC-Vh Edition (2014), and of no '. NnAncial interest, dated August 6, 2014, issued by Al-Farooq Corporation, signed and • • • • • • • • • • • • Wiled by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0903.06) :....: '" 2. "TASoratory compliance letters for Test Reports No. HTL-0080-0301-07, • • • • , • , , , "{ • ; •JVLA080-0905-06 and HTL=0080-0905-07; issued by Hurricane Test Laboratory, '..:.. ... • ..-Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham, P.E. • • • • • • • • •:• • • YSVbmitted under NOA No. 08-1114.06) 3. XBoratory compliance letters for Test Reports No. HTL-0080-0303-96, HTL-0080- • • , • • • ,- % r • ; 030-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99 and HTL- :"": • WO-0203-99, issued by Hurricane Test Laboratory, -Inc:, dated 03/06/96, 09/08196, •. �. • • • • 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 01-0918.01) A., , i ( Laboratory compliance letters for Test ReportNo. ATL-1209.01-94, issued by American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by _ Gerard B: Sullivan, P.E. (Submitted 'under NOA Nor 01-0918.01) 5. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc. as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control ,, Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (._ OTHFR� 1. Notice of Acceptance No. 14-0903.06,-issued to.CGI Windows & Doors for their "Series-238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10/26/18. Manuel a P.E. + Product Contro Ex finer NOA No. - 512.16 Expiration Date: October 26, 2018 a t Approval Date: September 17, 2015 E-3 WINDOW MOTH GENERAL WINDOW SECTIONS 11•v `Y L FLANGE FRAME VENT WIDTH Z WW-2_ t D.L. OPG. $R T ! A I HEAD/SILL CORNERS aN � 1p� O y C+ �/p�� / AT EACN ENO AND i � I�� Q( 6Sp u O Tk 2 a 18' O.C. ON SHORTER SIDE 20' O.C. ON LONGER SIDE 0 A n WB Si B ii •••• ^ 0 •• W > L3 r S ---_.I•///, •__ •••• �yii ti 5_ Cii• • • • Q 6 to 3 • •_MIL• ` • • FOR GLASS TYPES __SURFACE li • • • SURLF9AEI•iH APPLIED fl• I • qi • • • • • • REFER TO SO • • • • SHEETS 4 THRU 8 • • • • • • • • B ta• • • • •^ - •• •• •• • iopr. ��cL T 2 3 D1. OPO w nL. DPG R 1/2• • ? p �11Oy0 n 1' VENT WIDTH VENT WIDTH----_ t' ( GE g3�n FA - VINDDV MOTH WINDOW WIDTH • • • • • • • • • I & O -j V EXTERIOR I MAX. ANCHOR tY O.C. SP ING TO �E AS FOLLOWS ON LONG SIEF u� b 18" O.C. • • • • • ON SHORTERILLES • • • b •• • D FOR MULLION/MULTIPLE UNITS, REFER TO {t K• a SEPARATE CGI MULLION N.O-k I z 4�Rs¢W 1E' A aaI $S45'4 INSTRUCTIONS: NOTES: 0 8 S THESE WIDOWS ARE RATED FOR URGE MISSILE IMPACE USE CHARTS AS FOLLOWS, t THIS PRODUCT HAS BEEN DESIGNED BU AND TESTED C COMPLY WNH THE IEOUNELENTS OF THE FLORIDA0A BURD(NG CODE Np-I/DEJG NIGH VELOCITY SHUfIfRS ARE NOT REQUIRED. � L a S . STEP 1 MEMNE DESIGN WIND LOAD Rw REWENT LUTED HURRICANE ZONE (HVHZ). - ON WIND VELOCITY. BLOG. HBOHT, WIND ZONE WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE T STAMOVO. ON A T{RU 6 FOR?E. DES16N LOAD STEP SEE SEE CITY LOADS TO THE STRUCTURE. Fer JAWW AHMAD CN4 PRODUCT REVISM p^ IREF6 CAPACITY OF DESIRED 4YAS5 SIZE/iTPE. O M04DRS WALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT AS TO BE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.ill M fE 795Y1 mylYlnM w t nw. CAN, R., I j USING CHART ON SHEET 9 SELECT ANCHOR OPTION WITH STEP DESIGN 1 - LORE THAN DESIGN UMD SPECIFIED ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF MS APPROVAL p�u vNuIS OaYL•I�e iun DNa /fff!/b Ndo S � b 4 STEP F ALUMINUM BUCK SYSTEM IS USED USE CHUIT ON A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. D dr—ing OD SHEETS 10 L 11 TO DETERMINE CAPACITY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT MI PrOdeN �g W99— 10 SfEp 5 1HE L vTOY RESULTINGING EROM STEPS 2. ] NO 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUREMENTS OF THE FLORIDALOBLDG. CODE. SNALL APPLY PPLTO SISIEII. sheet 1 of 11 N • • •� z. WV' KRT vllTFl • • vlwmv •�Ah� • O IYPI M Fl NA710N (EWX LEO M%ME) MAX. ANCHOR SPACING TO HE AS FOMOWS 17' O.C. ON LONGER SIDES 18' O.C. ON SHORTER SIDES m , Gil YRODIICbw wn D I L 3 uNiosf¢ eunpl�(ryx1.4NxIM g \ 3 A: 13 I IW 2015 ei. emwinq no. W99-10 F. ALL FRAME AND VENT CORNEAS TO 6E SEALED WRH GE SILPRVF OR EDAM. --EbES Irj�E'� I .768 — �— LOWL307 z e6n Eb25 I a i .Teo 8215 Z '"—L_J a. 6 ARO TYP. ! LA30 Qi 3 R L 1 sD y � F12 (� D Q �j h / CORNER KEY CORNER KEY .Ow 1HIOC 51. STEEL .062 71ICx ALWINUY FLANGE FRAME VENT (5/16" LAM. MASS) a � SY 1757 0 !o p—Zon .76e �— � •• ••• �d3� TYP• • • YY�� L 1.057 1.97"l a :i f C • • 2.665 • •20 • 71 • t630 � *-WWI • 1.626 v•••I EQUAL LEG FRAME • OT•1T (MSVL. rM. GLASS)• 1.737 qq Y1�1 •• • • • 6 ILLTIRML WNP./SUPPM1Ot/ • • A90 �P� • • • � • `�`ly eo63-m IwwE7c OR mIM. 6D63-m nnr77x o6 zo1M. • • . � • I D l *zo _ � 3 "JI T 0 WAATITT DISCRUMOK373 A 1 A FLANGE f1MME397 EgYL LEA FREE37e V r (3/16- LAY. CwS) a061-m IAWm OR mm • -ml ♦ VENT (NwL 1AIA CLASS) 006.1-m NDAW OR EQUW. — 1 VENT (7/10- UY. MAS6) OGEE G1 m READ 606S-Ta_ 00W-TS NDAUN OR EqM. NW"OREOQN.-306 375 l E a SWME GLAMG DEAD Ro61-m 61WIDf OR mw. A .000 T W CORNEA KEY AWYNWa A9 REA0. .060 7HXA CO•lER LEY FIMIE YFARIFR9IRPPMC Sf. STEEL{26 ILLTRAERR/SC16.EGEL YI00 AS REOD. VENT \EADCR9110PPNG SCIEEOEL O-LON AS RE0. \ERR SCREWS O 20' O.C. LONGER SM. fa' O.C. SHORTER SIDES Flo X 1, ss SYs 2/ CORNER LIFE FRA E AND VE7R ASSEMBLY SOIE052/ sEmma BLOC113 EPUFI pIIUYENFE "'" SHORE A IA--CQ� • • • 1-1.3{7= I I VL/JT (7/16" LAA!'II! L 383 B30 T-- � "7 L CGI-375: OGEE GLAZING STOP r CGI-396: SQLWlE GLAZING STOP wAMo T m 2 PRODUCER IS6D a 136 a01p1Y1ng wYh Mw FM106 g 9 2015 A7 draWY19 — MA+ni eo W99-10 tro ANN. ayss 16' ANN. CLASS .075E Sffe, CP PEf Coro r .;c er 'codl.I.II ae1lkd ca A90" S9&: Cl- And C.I. Clow I .090" SM. C46, Md Cd" 61v4 INMRLAYERS By Tostn9n CMmkd Cs' NIERIAYERS By EaWnm Q,9miwl Co.' .WO' Bu iw PVB ow S"",Gk, BY 'Kuron9 An9rkro lrw.' By 'K-my Ar .i- ( O90" Butodte PVB By 'Nanny Amariw. Me' 1/8" ANN. 'CLASS 3/15' MIN. GLASS SMICAK GE-120C I SLICOLE WN 90 BOV $99 iI GE-1200 DOW 993 0DV 899 • AT 1/40ONS OIAl71E5 • • • AT 1/4 POKM ON LFFM 1 • 10 IHIER �• • WDER 7 W • ��1�'•NOMINAL 0-0 • • *so*** 7/16" NOMINAL , GLASSTYPE '2' • *too** CLASS TYPE • PRRW*dk"9ALG6B DP IMPARIARIkIfANT • AOER A 64k6 7 iK 1}R91 1INDM 9RAIATA 0TL4Z T/D1009 9 TYPL 'YFLWTTPB '9' I CLAM Tm WON (t) tw. (-) (-) EXT. 4) INT. (-) 19-1/6" 16-1/2' i 33-1/0' • • 9 2Y • 110• 00.0 195.0 166.2 110.0p •m 106.0 61WO Iloo 110.0 195A 195A 110.0 110A HL2 120.0 1100 In.5 110.0 10.0 1 .4 /f0.0 10.0 •19-1ro' 26-1/2' • 3Y -fro' • 11 1910 167.0 110.0 10.0 -IV 167.7 110.0 IWO 1910 195.0 110• 116.5 •0.0 E 1/.9 101A 106.E 180.5 115.7 64.1 04.1 10ft . 1R7 9-1/6' z6-,/r 37' ,-0 D 185.7 110A 157.5 110.0 195.0 1910 1 0 1313 110A IM,7 110.0 C IS 110A ] 120A67.9 51319-1/9' 67.9 653 2. -1/2' b3-1/8' 1,OA 1775 110D .0 1910 102.7 10L7 110.0 o 120.0 70.5 70.5 iWA .1 111.3 57.7 57.7 61.3 112ul.D 3 81.3 19-1/6' 110A 120,0 11 MO A 19" 3Y 56A 56.9 910 .53-1/6' 0 70.0 NEAT SMENV CLASS A75' SUR" CP MILLI PET Con By 'E.0- CN4I1iod Co.' A90' Wk. Ckor And row Olom -1NTERLAYERS By 'EwA- wmca to.' A90' S.Rgclm By *Y-y Am4rka. Inc: I .090' DA. Pve W 'Kuror" A-ico, ft.'�3/16• NdT ST.EN'D CLASS 10 AT 1/4 P09T1S ON U7E5 WIOER 7HW 36' 7/i6" NOMINAL GLASS TYPE '6' ii 1 i SOWE BEAD 1 OPTIONAL _:: �. ALL GLASS 1YPES n ANM .N9AL0 e imAy � W99-10 IGx'O.aANIY YLLO[. Of il•ACT 1, lYSISYAp] iNi4Y01S' TeOOIB RBPOASWICB YAWS OY IMPACT aDBIT'AN) pIND0a8 OIAPo fY'R '0' e01PoNRJNDe ma YpIA® T1w tYR @' WPAIT S'II RE66IARf CIARt TIR 11YIWlB T OGbf 1TE 'f ��' LOAD AREA UNITSJf FOR +110, -195 PSF = 10.0 SQ. FL.•z' +110, -120 PSF = 16.3 S0. Ff_I- +90, -90 PSF - 24.0 SO. FT.eu +70, -70 PSF = 35.0 SQ. FTII0.t +50, -50 PSF = 45.0 SQ. FT,MrW9lannrIeAOR• aD11�,R10TN • YANDOa IENCM .��%�� ; MOM AND MI CIN MMENB10N5 CAN BE ORENTED VOUKALLY OR NORMTALLY AS SNOM1 ABOVE �� 1UU� O TROat pgaavlr TiD,nuf suer fTr( S' TIODp 0W4Y pool (mart INr. (-) ort. (t) ,w. (-) 1>T. (.) Ilrt. (- Lax ITnlr v1. (a m. N) IW. (-) i1r. (.) 1W. (- rant lmalr - 0) 1xf. <-) m. (a) Inr. (-) m. (• IT. (- •j1e ]VS M S11 Y� f( N S i • W • M' rr ' eT I- IIOD 1111A %w •e.Y le w• Re 1. w 1. eT K w m• rr ra' ie• ar K ar lf* 1.11M MA I1M IpeA Re JD• W Ir •r p•• eY K er K IIa. nr I- tl) It. Wn IMO Wa "a. rpn I- eon 1WA I.. n.z A.r -R M,` - 100.e 1WD 11ap IIM loss Ian Ilse I= I= 161.] 1041 m5 •a• W DOD mA epA faA F.- 1m.o 11oA IWa 1WA Ilan Ito. 1- IWA m0 mp - - - - WA eoo nD Pon w. WA nA era _ _ _ _ AA AA 1'" eo1 eu eu n.e sae eao Me _ - _ - _ - _ - An A-0 MA AA exA mA A.e MA ]ae 7 6 ioa] 11J1 i011 tlu _ _ _ _ )0.0 xi0 - - _ - _ - - m. WA A Po.1 Pon fa0 PoD n0 - - - - ]a0 n. W wA W nr Po.e eu IDp mo np o0A eaD oao _ _ _ _ )u xio _ _ _ _ Rp. w. Pon m0 rp. tao - - - - xio mA RO.o no era Ia0 roA _ _ _ _ _ _ _ _ ]oA Me no no no z•• Re Jo• Re. ar wRe w ar K n• tle 11M ,no vM IMo w pot no rao np mo mJ mJ mA era era era 4M AlA •a.e 4T.0 n0 eao n0 era n0 ROA fM wD _ _ _ _ T0.0 AA W W ADD WA wA - _ _ _ _ ne n0 - - - - - AA M. 11 SN 1. u• •a• s•' ar m' u• Po• M• ' A' )e' 01' rr' i{' W' A' IO• Is, 1Y m' K K Po• rf � Af •a' IIM 1tM I4sA tW f10A IWn IPo.) fmIt 11M 11oA IPo.O IPoA Rf w' .ef •r w Re pr b' 6]• Y' se• #' A' w_ w' M' T' x1' w' RI' q' N' or n' Po' • Po Po )r IIM "Ito11M Iron 11M IWA r14 .1. ,10.0 1Mn IIM n. era 1R0.0 no 11M I-IoxA m.i INA n1 IIM Iron IIm 1211.0 I- - 11J.4 IM IMo I,- the Im lM0 IMo I'm m mx mA w1 Re. W.o PoA no � v� if Ijf � y S O y N P^^f z Z g • _ � D TD Tn PoA rM Into M. )M IM _ _ _ _ era n0 n1 mD A: ne no no ru - - - - A. xio x•• Jr Je• •r N- p•• OT w_ ,a' M+ M. Pon oM m PoA m1 era eu mD mA - _ - _ - _ - i0.0 as xi0 na n1 ma rpA Po. •eA%% mA mA mo mo Wn W. WS NA ni "I n0 n0 n0 n0 mA mA mA era _ _ _ _ eaa Ine _ _ _ _ A. m0 _ _ - _ _ _ _ _ Lap w,p PoA qa _ _ _ _ _ _ _ _ np 1pA ppq 60.0.. era mA rao mq Wn WA M, Ia) sal 4.7 n0 n1 mA _ oM mD WA eaD WA _ _ _ _ qa np - _ - _ - _ - ppp OM pap n0 _ _ _ 00A mA W •at RI as W. 000 N' w_ Re 4r •r ar' N' w' Ra' Ir tl. 1W, tm' aM aa.e WA rs. eu ou - __ 11BA TD WJ wA - - - n0 np _ _ _ Po.0 PoA - 1rM MO - imD IM. 110.r I-, AO IIM MO - ILIA 1)A m.1 m.0 _ 110.D 110.0 WA era _ tWA 1wA PoA era mp i10.A IIM n0 era n0 1WA iwA no IOD _ _ _ _ MO MO 11M 141.1 10e.i 1- - - - - ROD Rao ,PoA e)1 ,DIA T.! IIM 11M IMO IMO IMO IMO a0 IIM IlAa IMO - aM - W - rpp - rpo mA s0A n0 m0 T] TJ tlM IS0.0 ne du tla ra0 WA AA MO MO l0A q0 WA ro. PoA It$ B O a O $ $ W sM PoA su era 9oA WA PoA - - - - pM mA' _ _ _ _ ]ap tm _ _ _ _ so.o Pol nA OOA era Wa 10.0 as Re Jf RD' 4r 41. 41J PoA WA Pop r0A mD mA - weaa Pon _ _ _ _ •.e aG> me 8M a].e Qe eu oo.a Po. - - Qp - np - PoA PoA sM - - - - eon IOD - - - WA wn e•' - - - - 10A M � _ _ _ _ MA AA MA !r Jr Rr a• .r Re ar a w' I= lets vas I- A I- MO I- z{• W x u• •e' e• r a• ,n1 ImI Ilan IWa 6V.0 Ilan wA ,mn trap au NOTE: GLASS CAPACIRES ON THIS SHEET ARE 10D - BASED ON ASTN E1300-09 (3 SEC. GUSTS). Ai AA w.. A4 E JAWO 1aA CNL PROM TREWSED ea,e jots s � - - ' Y 6 9 E iWJ IW lla0 11a0 IIM 1WD MR MS IN40 IMD I- au su Ilao ,Wn Ima mA no rao Wn Mo )u telr fmA an• RR.e °0-0 °R° Rao RRA - - - rR'0 r �' ' •R eii em m. Po.o era _ _ _ rap •s) m a0A m.0 epA - - - rap nx Wn a.I p>.1 eD.o epa PoA no _ _ _ _ eeA AA sheet 5 of 11 • • •••• •••••• •••••• •• •• •••••• • •••• •••• • • •••• •••• ••••• •••••• •• • ••••• •• •• •• • •••••• • • • • • •••••• ' ..1/0' Tw. QM AR SPACE 1/6- AWL CUSS .073' Sa71sa CP VNh PEE c- oy 'Eastman CHrnkd C0.' .090- Shc s CWr Mr Cdr Gbss By Tod- Chwnw Ce.' NTERIAI£RS ANY sow Alo9 Oy 'Ko-q, Amanao. Ine.' 000' wwits P4• 9y 'K..m AmeRCO. Ma.' Ill. EDGE SPACER Ile ANN. CLASS XL EocE SPACER 57. SIEEL IN 'CARdNAI.' SLLICOE ST. 4TEEL Nf 'CARdNAL' OR GC-Im . OR DINPSEAL Of 'GUANE T OR low 993 DURASGL Bf 'IXYNIX' AOY B99 OR SUPER SPACER Qf 'QUM"' RIPER SPACER B! 'OUWEX' 10 AT 1/4 POINTS NL SIZES 3/4- ENSULATED GLASS TYPE 24V A for TEMP. GLASS , AIR SPACE 1/B' TEMP. GLASS 075' SORaI CP ITAh PET Caro 13,, 'Eaelman Ch-k l Co.' POD' S.M. C - And COW Gk. NTERIAYERS BV OY CO- Che'M mCo: 90' 0SadlyCYs By 'Kuy Morita ar. Mc.' Door Odadtf PVR *'Kuray Morita. Ytt: -1/6' TEMP. CLASS SILICONE GE-1200 IOW 99599 Dow N \ 10 AT 1/4 POIN18 ALL SIZES 3/4- INSULATED GLASS TYPE '3A' PERrOMAKtt VA6VIIS Or UIPALT I®IBIAIR WNOOCB WW1 A o"Olo 1 WM 11 AM 0NRR4Ai1WI MA01 PBMRYA= Voww or WPACx 166NRAtR WINDOWS BRAWL A Will[ 7 OCCI Il M Biwunl COWS P®RORMANCB VALUIS Or II@ACT 8Be1RAM WR10018 - N - 7 owl 11 A0A WIRRAlC6 B[r7ac NIiCOW C1H1 ONO 1YIC -. V OfAO Tyre 'LL' W0400W Blom[ I G WB S7PC w 6t try T7PC WA' 1d90i Coal. CY0 21PC 'L' •40 }Ni 'L' _ IEA1N7 EC1. (4) IM. (-)1-. (�)P44 BOTH HEIGHT w. (4) 1WT (-) EXT. ♦) ,w (-) WBool HENHE m- (+) i (- M. (� 1R. (-) 24' .N- 36- b• 6Y or b• TA' 'u 110.0 11M Ip.O 144A 1140 110.0 1{' p' JC• 41• 4f' N- BY or or Be57A 72• b• 110.0 1p0 M. 1B0.0 w p' JIG' u' b• 72• 110A 01A IIDA CIA 11" IlOA lob Ip-0 IIAA 110.0 Ip.O 111a 1104 1f0-0 120A INA I= IVA 1p.0 mo I= 110A N.1-p04Y 692 652 90.a ma 02.7 R1 92.7 691 04 64-0 1024 p.0 110-0 NA 111J no 110.0 IIDA N) 611 W4 CBo t42 M4 74.2 70.4 pA BU.O pA OOA 24' 3r 36• IY490 7Y]4.f 110A 114A ]4.0 110A 110D 110e 114f120D60• 81A 87A 110A NA NA OVA 14.6 NA pA 80.0 pA 6S1 564 b.6 no 900 no 090W TA 121 nA 727 Imb Mo BGA .1337 60.3 57.0 pA Bob BOA BOA Bob MO 24' w p' N' 110A 89.0 51.6 HMO NA CIA 110.0 900 Co. I20A PLO BOD OS _ 6.1 W_ SC7 100 pD 90.0 _ WA 75• n' Ill: N' 6]- CIA S64 CIA JCA 90.0 90.0 BOA BOA 2e W 36• 42- 45' N' 0Y Be w f,Do fo97 151.0 7 1100 imo I- is" N• 30• M' BC• 94.1 61-0 Mi OIA 110-0 Co.O Mo CAD -1 $1.8 ST.4 $14 p.0 no BOL p.0 0.5 93A IIOA IMA _A 4 A 90.0 10A 81.7 )N 61.7 141 N.9 no 1029 90.0 24' p' Ior )4.8 S0.0 7" M9 no 00A COO Co. H.9 Y.9 90.0 90.0 24• 3p' JIG' 1I- IY0 IIDA ima 11A 11.5 p-0 10.0 24• 126" BS2 i32 no 00A 110-0 110.0 144.0 1-0 ii" 1- 1440 120A 67A 61.6 BOA 600 w1JY 491 496 M. 90A CIA f4.0 W.0 In 34' 1H' - 430 4" Boo no b' N- 1. Be BY Be H' n' 73• fY .1' 42, 9z] 9z7 no 102a 24' 30• J8• 4Y 40• 5{• 1. Be IIOA Tp.O I10.0 n90 AI M I It 61.7 74.7 51.1 75.7 -9 OOA las 90.0 BE9 01.7 IRA 61.7 110A 110.0 In. 114.3 72.1 0.9 6].B 721 67Ano 000 no no MO B00 _ BOA _ BOA 7z1 CIA M.1 CIA pA CIAa.. MO 0&0 N4 C1.2 NA .1 p.0 75A 60.0 75A S64 SOA s0A no 533 512 Y-0 {7A Co., 5z.x b.0 47C mo CIA !O4 pA BOA pA pD pD W p' W Y' B8' 1104 SAC 1200 OA IIDA 1114 12.1 no 107 919 p.0 004 COA b' B0.5 A03 pA 9OD NOTE: WDM AND O[NCTN 0dFN51016 CAN K OdONFD ♦. GLASS CAPACITIES ON THIS SHEET ARE VEN11U9L7 OR HOIODdITAOAY AS SHOWN ADM. BASED ON ASTM E1300-D9 (3 SEC. OUSTS). •••••• •••• • • •••••• •• •• •••••• • Co. •••••• • • •••• •••• • • • • ••••• •••• •••• • • • • • • • • • • • .6.09. •••••• • •• •• •• • •••••• • • • • • • • C.• x i SOIMRE READ oP roHAE ALL dAss ]7PEs P6KP01 MANGE VALUER Dr IYrACT RIUMANT W Mows 41pp p M119 ) 110111 11 iVR IN[IWAb111 N7M1 MDOW DRYS cuss TTr6 W 0t160 TYPt YA' WIDTH HEIGHT EXT. (4) TNT. (-) EXT. (+) TNT. (-) is-1/e' 26-1/2- 37• 53-1/v Be 110.0 195,0 110A 193A 110A 1652 110.0 1662 IIOA 146.2 IIDA 166.2 IIDA t20A IIOD 120A to-t/r 26-1/2- JY 53-1/0' 3IG-3/6' 110A 1954 11010 103.0 M.0 /63A MD MIA IIOA 116A IIOA 116A 00.3 89.3 11010 112A t9-1/4- 26-1/2- 37' 33-1/B' 50-5/0• 110.0 M.7 IIOA 1857 110A 130A IIOA 1472 100.9 100.9 110.0 116A 72.1 72.1 06.3 65,3 IB-I/6' 26-1/2' 3]' -Ile or 110.0 109.1 177.5 109.1 110.0 _ 10 1.0 177.5 120D 74.0 61.3 74.0 61.7 110.0 61.3 1102 61.3 IB-1/6' 28-t/Y 74-1/4' 110.0 9S{ 120.0 OS.4 110.0 1100 120A 120.0 37 60.4 80.4 -90.0 80.0 NOTE: wis::, LOAD AREA OMITS - = 6 8 7 FOR +110, -195 PSF = 9.32 90. FT. T +110. -120 PSF = 16.2 SO. FT. +90. -90 PSF = 24.0 SQ. FT.CALIFMMICTRRVLM Woo Co IA7M W61YrPM6AGAKHA4aerKeN67 l) .9 N7 Matrilg o. MAY 4 015 INSTALLATION CONU1114UNS FLANGE FRAME (APPLIES TO ALL FOUlt SIDESI i5 FOR ANCHOR PERTCPoAAAICE VALVES SEE SHALT 9 TYPICAL .0`06tANCHORS SEE SHEE TO SPADING SEE SLEET 9 FOR OESCRP1gN S _TYPICAL N1FOR 3 SEE SHEET FOR R DESCRIPTION SEE SHEET 9 FOR OESLRIPTION TT EL ANCHORS sEE ELEV. FOR mADNc SFF SHEET 9 FOR DESCRIPSON METAL Z � $ �eT. FZ M1 S5IRUCNRES ` SEALANT j•�1 3/9 SEALANT 1 I 0 ~ E-I/Y FIN. 3-1/Y '1' '1' MRH. '2 '2' At S _ -' INSTALLATKIN TYPE WOOD BUCK TYPE MAUH134 PRESSURE TREATED INSTALLATION TYPE WOOD BUCK TYPE BAlEBIAI: PRESSURE TREATED TYPICAL INS_TALI_pTION OETAHI ON ALL FOUR SIDES/USING WOOD TYPICAL INSTALLATION DETAIL ON ALL. FOUR SIDES&SING WOOD ATTACHMENT TO METAL STRUCTURES .per TYPICAL ANCHORS TYPMAL ANCHORS y SEE ELEV. FAT SPACING SEE SHEET 9 FOR DESCRPNON SEE ELEV. FOR SPACING SEE SHEET 9 FDR DESCRPR(W I TTPIC& ANCHORS SEE ELEV, FOR SPACING SEE SHI ET 9 FOR OESUPRON g N $ SEALANT Lp N L aie' SEALANT gg�jL r7 3 � C Z ^ 50 ' R y vO 2 7/9' vV .° 2 1/9' MIX he g68B 3A 6 1 . - . • BUCK 167ALLATIM BY OTHERS . . • BUCK INSTALLATION B1 OTHERS ATTACHMENT TO 'g ° N i' NIN. I' MN. APPROVED MULLIONS Q INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE W WOOD BUCK TYPE W y y 6§ y TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL Y NBA• _ ON ALL FOUR SIDES/USING WOOD ON ALL FOUR ALL FOUR SIDESJUSING WOOOW000 E c •�� as E,.. -AD ARMAD PRODUCT REWSED PC � 1yJ9� WYin mot•m. FI eA. CAR hAT AApTPNa. No C ,��p� YA � S i+ 'T } ■ b 4 WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPDSED BY GLAZING SYSTEM AND TRANSFER Q 4 2015 B ErawNq no. W99-10 THEM TO THE BUILDING STRUCTURE. 9hset 7 of 1 • • •••• •••••• •••••• •• •• •••••• • •••• •••• • • o •••• •••• ••••• •••••• •• • ••••• •• •• •• • •••••• • • • • • •••••• INSTAITATIDN • CONDITIONS •'UU I. LEG FRAME (APPLES .TO i.7. FOUR SIDES) FOR ANCHOP PERFONMMICE VALUES SEE SHEET 9 ' ' I I SEET'AWA ANCHORS SEE SHEET f FORP DESCRIPTION •Y P = 0 TMC& ANCHORS EV SU El. FOR SPACING SEE SWEET 9 FOR i lypM ANCHORS SEE ELEV. FOR SPACING METAL t C a Ct DESCRIPTION I SEE SHEET 9 FOR OCSCSPfM)11 OQ' -- I IF —444-1 ygyy♦ c� Ii3 n •. �_��.. ] ..V N.O-t/=• J-1 - HAN 2-i/Y• N MISTALIATbN TYPE 'T' ' W000 BUCK TYPE 'T' IIATE91AL PRESSURE TRFA7ED INSTALLATION TYPE 'Y WOOD BUCK TYPE '?' LIMUL PRESSURE TRFAIED � TYPICAL INSTAllAiidJ QUAIL ON ALL FOUR SIDES/USING WOOD 7YPKiLL INSTALLATON ON /� FOUR SOES/USING DETNL WOOD$ ATTACHMENT TO In O w Fyn TERCEL ANCHORS S SEE ELEV. FOR R DESC Ain SEE SWEET 9 FOR DESCRIPTION SEE EL ANCHORS SPACING SEE SEE FORRD= SEE SWEET 0 FOR DESCRPII0/1 TYPICAL ANCHORS S CING SEE SEE FOR R OESC SEE SUER 9 f011 OF�WIION ' e� i3 N IMj Z 2� $ C I 1 p g yrF(p`"s�'T vj Will ' v �' i!a�l( 9hTALlA710N IN GTIERs'atiacHISIAllA70M1 En ONERS r ATTACHMENT TO APPROVED MLUI I IONS INSTALLATION TYPE '3' 7EIOOD BUCK TYPE '3' 1NSTALLATON TYPE '4' WOOD BUTyC TYPE '4' R _ d MATERK- PRESSRtE TREATED M&MML: PRESSURE TRU7ED TYPICAL IN LATION DETAIL ON ALL FOUR SIDES/USING � WDOD L TIP s' R�STA I ATION ON ALL FOUR SIDES/USING DETA WOODwuN ST•KTCIO M W IO537 PRODUCTROVISED mNyly(q Nl•MPl•i/R fi ` , � -1 WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN MI EEORiFp Fa. LOADS IMPOSED RY GLAZING SYSTEM AND TRANSFER 4 2U15' W99-10 THEM TO THE &140NG STRUCTURE. Meet 8 of 11 •••••• •• •• •••••• • • • •••• •••• ••••• •••• •••• ••••• • •• •••••• •••••• • •• •• •• • •••••• • • • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES OF INSTALLATION ANCHORS OF INSTALATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS REFER n SNEEI! 7 A 6 M OETAA.S REFER A IiIN 5 7 6 6 M OEWU ROU TO SWUS 7 8 8 FOR DEUAS REFER W SNEe1s 7 A a f01t RIMS WINU011 RDTH DIVA FIUpIT �, (4) INT. (-) 9WFpK RIDTH BIIlS. IIE1l9R LET. (4) INT. (-) 91ND011 11101H M& HUGHT "I. (4) WT. (-) YIND011 WOTH LAYS. NUm EKE. («) 24• 1950 20 n5A 24 195.0 2A' 195.0 30' Is" w' 19610 30' 195.0 30' 174.9 195A 195A 1793 150.6 36' 36' 36' 36' 42' 4W 19SA 42' 48. 195.0 42• 4V 1 1627 42' 48' ILA' 133.6 193A 161A 1513 121.9 54. to" 54' 1911 N• 143.4 N• 111.5 19SA 172.1 lw8 107.7 57' 57' D7' 57' aD' 184.4 W' 156.4 W' 1383 00. 104.2 63' 1. 54• by 72* 172.1 143.4 136A 24' 1 W.2 W 1612 W' 132.4 56' IMM 30' 154.9 IWA 1793 153.7 143.4 134.7 134.4 132.9 117.3 59' ]2' W' 72' 1. 72' 36• 42' 1W 1WA 134.4 124.1 105.9 75' 75• 75' a, 78' 181.3 1. 116.5 70• 1152 N' 97.1 1517 1194 107A 24' 1us 111' 81' 51' 84' MY 84' 113.2 6C 1WA 30' 1569 I663 1"A 11]9 1354 119.6 a7' 07' 57' 36' 42' 132' 24' 1MA 21' 195.0 24' 195A 30• 1- 1. 195.0 30' 164.4 le tote 195.0 184.4 1613 24' 195.0 36' 36' 35' 4Y 46' 196.0 42• 4r 170.2 42' 4C 140A 1NA 30' J6. 141' 1621 -.-.136.3 .. 1-4 1813 1265 54' 19" 54' TWA 54' 427 121.4 184.4 155.3 123.5 24' 181.5 57• 57' 57' 60• 170.2 50' 154.9 W 1214 30' 156' 145.3 6y 42• 6y W' Be n 3W 12&3 15" lwA IIBA N' 1475 W' 129.1 air 1f7.3 1729 10.9 W' a9' W' 116.1 72' 182.7 72• 13m 72' 116.2 TYPICAL ANCHORS: ; 7a• 76• 75• 151.7 t455 129.1 121.0 u4.7 t14.6 fNA KWK-CON 8 RY 78' 78' 78' 136.5 81' 1119 81• 1WA .j/4' 'IATRACON BY 'El 04' 81' 1317 IN.9 tote 12ZJ 24' 30• 3e' I93A 165.3 INTO 2BY WOOD BUCKS OR 1-i/2- MIN. PENETRATION BT 87' 24' 1950 24' t950 14a.7 30. 195.0 30' t5.2 42' 131.7 THRU IBY BUCKS INTO COP 191. 1_3 121.0 36• W, 40' 1-1/4• MIN. EMBED INTO I {2• 4B' w IMA 42• 48' 54' 147.5 54• 57' W' 113.2 DIRECTLY INTO CONC. OR F 1-3/4" MIN. EMBED INTO I 151.5 151.5 138J 132a 110.2 107-6 w' By W' 48' 1613 5 63' 6a' a9• 66' 69' 72' 1. 1=4 14 INTOMNMI-DADE COUNTY INTO METAL STRUCTURES STEEL : 12 GA.1/ MIN. . N 1/8' TWIT MIN 1- 130.3 �129.188' 102.0W 1WA 161.3 128.0 99.9 24' 72' 75' 1s1.3 72• 75' 123D 19l.D (STEEL IN CONTACT 1W111 AI (STEEL IN 1424 125.7 78• 134.4 1B' 117.3 Ja• 14&9 AI F 121A 110.9 IJ2.B $I' III' 1. 84' 121A 84' 103.6 48' IV121.0 87' 13" 67' 117.3 54- IU.2 w INTWOUTIN SEl7l@1 SQFS Ai.LOWED. 63' IBIIE �TH �wu MNDOW LENGfFi eZ9 t },1 WEIR AND LUMIH DIORENTED ENWNS CAN BE NERDCALLY OR HORMONIALLY AS SHOWN A110NF. ~ g a t$ WIERIOIADON BENEEN SIZES ALLOWED C • w I ELEV. FOR SPACING ITI• M(N-163 K51. Ph-157 KR) DO:(IU-177 K51, M150 K31) WOOD STRUCTURES NTO WOOD C. OR MASONRY ONC. OR MASONRY LLED BLACK ONC. OR FILLED BLACKS t R mJsL11c1nu a31 PPROVED MULLIONS (MLA. THK. - 1/8-) 36 KSI MIN.) (6D63-T5 MIN.) UMINUM TO BE PLATED OR PAINED) - IND CONCRETE AND MASONRY = 2-1/2" MIN. IND WOOD STRUCTURE - 1• MIN. IN TO METAL STRUCTURE = 3/4' MIN. W00D AT HEAD. SILL OR JAMBS SO a 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f. - 3000 PSI WN. HOLLOW/FILLEDC-90HOLLOW/FILLED BLOCK AT JAMBS ton - 2000 PSI MIN. M1: AVM AIbIM PR(N)UC'FAF.VISRD T •• CML WI-pIC1ft m •IL Fh w. M PE 1 19392 8 5.18 AK Wfw No cr'J-OJLi..w � �. L' 104 2015 IDt 1N0de41 dMnu 9 n9. wss-�o • • •••• •••••• •••••• •• •• •••••• • •••• •••• • • •••• •••• ••••• •••••• •• • ••••• •• •• •• • •••••• • • • • • •••••• PERFORMANCE VALUES OF AIAM HUCK INSTAILATION OF PERFORMANCE VALUES OF ALUM BUCK INSTALLATION OF HORS PERFORMANCE VALUES OF. AIAIM BUCK INSTAUA77ON ANCHORS PERFORMANCE VALU99 OF ALUM BUCY INSTALLATION ANCHORS MROON NY0. mcam 1 AT IT O.C. A Tmn AT 10' %C. VO4DOE M M A mon AT Ir O.C. AtiC m AT If, O.C. mairy aI= I MCa0R9 AT Ir O.e. AllCILMIB AT is* ox. Hied a" AN(311188 AT it O.0 A on AT is- ox. WORN 1lXif1 N7. (•) W. S(f)) (-) HOWC M. (f) (-) so.D(t. I-) so. (-) WDlll IEANR (a) W. M. (-) all. (i) INT. FY7. (f) OH. (a) 24• 3a• 3r 12' w 54' ST 61 N' as ' 72' 7w if1128 64' or 3r Ina, Ins 190A loss r24' w or ar 72• 75' 76' 01' 64• eT 1W.1 145.7 Iwo Ina 24 30, %' aY' M' 51. 5T 00' N' w aY 72• 73' 79, 51• 94. aY 7r 148A iM6 Ina 1743 24• 30' 11' 1Y w 54' 3T so- Sr ear 9e Ina 105-2 Ina 1714 195A t46.o 1950. 196A 131.4 IOA IWO 18A6 109A Gas I I30.3 .91.1 et.2 1 74.0 1514 130.3 T17 1571 131A 19sA Ina 110.4 list 71.E 925 87.7 12a6 12LO a" eas -64A lIA4 110.060' 107.0 121A 112.8 1022 MCI 1051 ILL? too "a 12M 110.4 1o5z 12" 1M.2 172.7 87.7 101.2 F131.5 315 a" 114.9 115.9 e29 GI's IOA9 102.5 110.1 ImA 1524 1515 a4.0 57.7 02{ Al2 _IIL3 115E or 30' 3/' 4x' w M' 57' or log' 129A laet 1no 16a373'103.0 90.7 15a.2 IOTA 022 71.4 70.9 7eA 70.9 115.1 lize IOW 921 81.7 144.7 128.3 107.6 15" 161.5 BZ7 611 124.E 74.a 60.R 116.3 107.2 740 50.8 111.0 1a. 103.0 15a.1 ]0.9 110.a 03.8 83A 1033 100.2 2P 3a' as' 427 Oar Ss' ST 60 or 60' 19' 7r 7r 75- 61' or 8Y loci 1r j 177.6 tA.t Ina Ina 24' 30' 34' 42' 46• 54' 6T w wW. 65' 80' 7r. 71' 78' 01' a., 87' 140O iMS IBLO +et.. w 30' 36' 4r w 54' Sr w or a( �" 7r 7r 7a• 1" 76' 164.6 1950 1124 M7 1f4 WA 24' 30' Jo• 1Y w . w IAI' 131.6 108.3 190.0 ISz1 14LO 145.0 Ina 1933 112A loci 1511.1 150.1 140.0 14x5 ".a a" 424 131A 9zo e20 1393 12" 10.0 1210 187.9 t8A3 20.7 917 "A 75.5 744 123A 11" 7A0 67A 111.O lots 1124 160.1 1-1 am IW7 1424 1/2.1 _ llaA IIM 111.a 2a' 30' 36' 4Y 4C I72' in. tw3 1914 157.0 8.7 112,0 109.1 iS1A 06.1 94.7 112.1 130.1 72.7 714 0.1.3 a2J R. 130.0 118.E 105.7 a" 14BD 1393 91.1 "a 127.5 110.4 714 ".5 I116 Ilze IOU NA /9.0 1sea 1424 70.9 14A t3A IM3 110.4 1111 ]Oa M.1 112] -1121 24' 30' w 4r I{{, 124.1 99.1 Ina 1662 1013 9L7 1153 11510 70.1 1041 act 74.3 111.0 123.E 70A 74A 116.4 112a 24' JO' J0' 42, w 6P SY 00' 195A a23 1M4 is" 1013 2r # 30' 150' 12A3 tma 190A /611 24' 30• w 4Y N' oa' 190.0 17" 195A 105A 21' 30' 38' 1. 40' 104.{ 1391 195A Ina 143.0 a" 1313 131.0 145.0 Ina 1075 185A 177A1a1.7 1233 112a 17z7 157.2 R7" I33S 124A 148.0 If" H07 USLO Ill 113A 60'00.7145.0 03' 66' 56' 7Y 76' 70' 81' 04' 07' w 4 60' N' w 89• 12' 1. 76' 61' 64' ar 6i' SAT 1J0.1 oO' 72' 73• IIID 250p 91.1 105.7 i!A 140.0 40.f wit 1J)3 137.0 71A 71A 733 1123 Ills lloa 90.7 _ o3A iJ0.1 IM.S Sa.7 t25s a2a no tISA i21A Ass A� a7.1 a2.! lAi 1N.6 71A 017 111E 107.6 0.7.s 00.0 84.6 1M.a 1A.2 120.8 7f.0 71A lice 107.6 6aEla'OU7ON 9CIREEM slas A1IDEER ALUMINIUM BUCK F��INC DETAIL RM TO SI9i1S 4 1111U I FOR WIDOE CAPACRE6 USE LOM APPLI •a vAu03 •••••• •••• • • •••••• •• •• •••••• • • • •••• •••• ••••• •••• •••• ••••• • •• •••••• •••••• • •• •• •• • of •••••• • • • • PBVAIOF ARAM RUCK INSTALLATIONANCHORS ANW1T =O0l` ANt0'CHO WINDOWMY0. Af . A4 OR.SG Em W Em (f) WORN 1E02H W. (-) M. (-) It -fly 1064 I93D 29-1/2• Iwo 12" IOU 19" 37- 53-1/1' 1614 105A 19-1/H' t%A 195.0 2Fi/2' Y-3107 to].I ItbA 1739 Ins 3r 130.9 195.0 19-1/9' I9A0 19" 26-1/r l0-3/0• 1721 19510 J7' 1414 17921 11-t/H' 121.E 1653 loth' is" 19" 26-1/2' m. 12U is" IOU 161.2 53-i/8' 88.l 154.1 10-1/8- - 172.3_ I0" 26-1/2' JY 7h1/P +Jla 19 1013 2SA"15 56-1/s' M.1 134A m I i p� 8 � b N 3 11� /14 SMS Q Al e' FROM DIGS s Z Z� S 17' O.C, VAX. i3 g Al W.AD/SKL/JAWB -,I 7X Uo�CC %11 SMS 1-1Nr F W70I EMBED AT K FROM fl81S AND n• OLD. MAX AT wm/SLL/JAMBt�l INCT 1 ATKIN TYPE ' ' 2BY EDOD BUCK OR WDOD SMM MES 7YFMCJL MS?A.LATION DETAu_ OM ALL F R St_ / SWG A 1 MIN: BUCK SYSTEM .065 Fes; lAY7O A16A•O I610IXILT REVISED Mcw1PCiia5u .W611hsRM1Y ' 1.123 Am"-w 15-051ZIG I.Dr. 1A76 .12s .9w BYZ�TI wNMT tlnaMinq no. ALUMINUM RUCK OPTIONAL COVER W99- II ALUM BUCK 11 ALUM BUCK II ALUM BUCK P ALUM BUCK I 3T 10.4 193A 30' 1D4.4 156.6 30• 3r I41.J 1"A sr 942 141J 36' 42• WILD 1413 42' 68.1 IM.2 {2' 40. sm, 1-1.3 48' MA 127.2 48' 54' 942 141J 1. Ws 128.6 1. 57' 07.0 13DZ 571 _ _ MA 113.1 57• W' 018 121.1 W' Gas 102E bo' 6Y 36• 75A 1J19 er S1• 62s 109.9 83' 65' MJ 123.7 66• 77s 101J 1. a9' a].1 tla4 a9• 67J a.2 6o' 72' 7e6 1099 72' 623 57.9 n 7r. ]4A 118.0 75' 6&9 94.2 1D' Te' 7D.7 /13.1 75, SSA a0.7 70' 81' 60-0 iW.] III 62A WA at' 04' 7].1 11s.8 81• 39A N.3 IN 07' 7J.7 110A ar 58s 64A W' 24' 1212 1WA iA' Imo 1W.o u' 30' 113.1 ISOA 30' w.5 13a7 30' 36 a" 141.3 30' WA 121.1 36' 4Y _t _ 1036 139.4 42' 74.5 111.6 42' 'A. 103.E 134.6 48' 70.7 106.0 1. S4' ml 132.2 1. 0.6 _ 1OLS a4' 57' - 12t.1 57' ED IF IOLO Sr W' 74.5 111s so- 67.6 IOTA W' 03• 42' 8p.2 121.1 63' Do' It.7 101.E 83' 7Y 64' 60.8 113.1 BE. 6T.8 9" 1. eq. M.7 106.0 W' M.2 91J W' rJ' 70 9BA T2' W.6 84A 72' 7r 571 107.7 75' 56s 011.5 r3' 76' 632 IDLa 7a' SSA "A 7a' al' 727 969 a1• :9.9 79A et' 84 69.2 1016 84' 66s e4A 24' ar WLI "A ar 53.8 ea3 30' 24' 141.3 I7a7 24" 117A 184.9 36' 30" IDJ IN.2 3O "A 139.7 1. 3C 113.1 laa 36" a0.3 123.7 N• 42' _ IN.a 134.5 4r SOs 1161 54' 4a' 10a.0 132.5 46' 75.7 1094 ar 5r 77.1 115.E Sr 71.4 100.0 63' or 60' 70.7 WILD So' am 9" 9a' w 45' 6a2 1142 5Y 66' 81.6 MJ OF aa' M7 t06A__ ea' m1 gat lr W' m7 98.9 W' SC2 69A 75' 7Y 66J 92.e 7Y %3 no 75' 62.4 99A 7'.Y 55.1 BE.1 78' 584 042 78' 51.4 W.2 al N.9 bps 61• 57.5 17.1 64' 6J.a 95.E 34' 54.4 $1.6 1. e0A 9a91 er 51.4 -1 NMI INTERPOLATION BETWEEN SIZES ALLOWED W.3 125.0 30' 75.4 126.6 755 1094 36• 02 f06.7 71J "a 42' S0.1 9e.p NJ 92.5 48' 96• no e5.3 42.8 57.9 54• 4112 51.9 61.6 SILT or 47.6 793 aa6 -8 6O 0.3 77.1 WA al.e or 46.1 75.1 .z $3.0 66' 44.1 7J.4 59A e2A 24' ILe 145.e 58.9 82.4 30' 76.6 IMA U.4 e2.4 3w NO 103a 50.5 a" 4Y 5a5 91.9 No MA 4T IN, no 034 53A M5 se 48.9 76A 49.9 74e 57, 47.2 74.1 9a4 1s4.2 50 4s.7 71A gas 1292 24' 942 141.3 70.7 113.1 30• 77s _ 116.3 63A 102.0 3r a6.5 994 Sae 94.2 4Y /20' N.7 88.1 51.4 Sal 4e 53.0 70.5 54.1 a0.5 64' 46.8 729 4.E 24' 95.4 I'm 3.4 30' 7a3 113.1 L2 se I32• 6e.9 98.7 1A 4Y N.9 W.1 5 46' no 75.6 ao ff�l M' B8.7 1II.5 0.3 30' 114 116J 4.5 1. 141' 60.8 IOTA 9.0 1.S32 MG _ 7 24' 583 141J 16.E 30' /56' 7L2 115A PERFORMANCE VALUES ALUM BUCK INSTAIJAT10N ANCHORS 4NRIOF9 AHOROM 9RDa6 BEER. AT 17" O.C. AT 1a' O.C. fXr IF) ED. (4) 9KRH HEDHT NT. (-) INT.. (-) 19-1/5' 1242 195D M-1/2' 3T 2a' 1719 195A 146A 19510 9-1/5' II7.0 175.E 19-1/r 1002 195.0 137.6 I. 124.1 1"A 37' 53-1/5' 93A 140.0 tp-1/9' 155.8 194A 26-1/2- 3r , 123J 15'1.1 -. 10L7 85.7 1MA 119.1 31-1/e' 19-1/9' 119.5 195D M-1/2' 3Y 92A 162.1 742 12915 W-1/97 631 110.4 19-1/8' 123.4 195.0 26-1/2' 24_1� . p44 131.1 74A 119.4 3r 53-1/B' --_60.3 86.4 114 SMS AY 6' FROM ENDS 17' oz. mm. AT HEAD/SILL/JAMS p•3 _ 4 Y MIN. �1/4' OK KWIK-CONNLIRACON gg 1 4T10E � 1-1/4' MN CORD. EMBED 4 9 9 5 U.1 AT 6' FROM ENDS AND 17- O.C. MAX (10. O.C. ALT.) 1.5 INSTALLATION TYPE V AT HUD/SILL/JAMB 0.4 b e= 6 E 2 °'S TYPICAL MSTAIIATION DETAIL � o �• ON ALL FOR 5AISING ALUMINUM BUCK SYSTEM K FT}: JAVAo I411/M CIVIL PRODUCT RRVI8EED ' I RA PF70592 �015'IM WMI�Pk1i69 � � � �'. CAN. SB p�TR10I�ee 7b lb I ,16 t � n1b 174N fB e g 5 . 2015 MI Dods P,oOHf droWing no. A1AI NUM RUCK FRAMTNG DETAIT. W99_10 RF3ER 1p M1EET5 4 71.11 6 NR WNOOW dPA m USE LOWER M'PUCA9l: 191LIR6. 6Nas • • 999• •••••• • • • • •• • • • • • • • • •••••• •• •• •••••• • •6•••• •••• •••• • • • • • r •••• •••• ••••40 • •••••• •• • ••••• • • • • • •• •• •• • •••••• • •••••• • • • • • • •••••• •••... MIAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade. ov/econom CGI Windows & Doors, Inc. 10100 N. W. 2511 Street Miami, F1.33172 SCOPE: i This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM. 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 •tpjs. product o� • • • material tested for , quality -assurance purposes. if this product of material fails to perform in• tth; accepted rrkanner, th 6 manufacturer will incur the expense of such testing and the AHJ may immediately revoke, itrbtltij+, or suspend:the u.%%pf:• such product or material within their jurisdiction. RER reserves the right to revoke this acce0iatiLh, if it is determined'by Miami -Dade County Product Control Section that this product or material fails to meet the i%qi* 0 ents.&t'lt��appIioable': ..... ..... building code. This product is approved as described herein, and has been designed to comply with the FlorW]5utlding l (;V.4ncluditig0 the High Velocity Hurricane Zone. ; • • • • • • • DESCRIPTION: Series 11450" Aluminum Outswing glazed Doors w/wo Sidelites - Impact,. ; ....:. APPROVAL DOCUMENT: Drawing No.W98-01 RevM, titled "Series 450 Outswing DoW&:Sidelitfs" sheets t,.1J.: L2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated0JQ 27.97 and last revised on SEP 02, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revisit stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT, RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6, 7 and 7.1 for unit sizes Vs lock options, mullion type, door/ sidelite, glass / sill types and anchors. Lower Design Pressure shall control. The XX door in sheet 1_3 is a standalone unit. 2. For mulled' units lower Design pressure of doors or mullion shall confrol for entire assembly. 3. Sills (threshold) types SS-1 & SS-2 are not rated for water infiltration. See thresholds (sills) and glass type Al (True muntin) limitations notes, in sheet 6. Lock 10D or 10E is limited to max 38-9/16 W x 94-7/8 H door. 4. See Partial 7/16" & 1" Composite panels, in sheet 6. Narrow stile sidelites are limited to 18" or less. 5. The frame are of alternate size must not exceed 125 ft2, nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. J at RENEWAL of this NOA_ shall be considered after a renew'Il application has been filed and there has been no change in the applicable building code. negatively.affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of.NOA. ADVERTISEMENT: The NOA, number preceded by the ,words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 12-0706.03 consists of this page 1 and evidence pages E-1& E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAM1-DADE COUNTY .It YJ15' NOA No. 14-1103.08 Expiration Date: November 09, 2016 Approval Date: September 10, 2015 Page I CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1: Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No.W98-01 Rev M, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, L2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-97 and last revised on SEP 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files#12-0706.03/#11-1025.02/#09-0723.04) •••• L. Test reports on: 1) Air Infiltration Test, per FBC, TAS-202-94 • • • • • • , 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-9.4 . a • • 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF; sill S-I only) • """ 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • 5) Cyclic Wind Pressure Loading per FBC; TAS 203-94 • • ; • • • ' ...:' 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 AlonZ vgith manufacturer's parts and section drawing marked -up drawings of aluminum In • • • • • swinet Wtswing `door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTIr'b %030441 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. o ,Abraham, P.E. ' ' ` .... Notei'll is test report has been revised by addendum -letters, issued by Ar`cliifectural Testing • • •(Former Hurricane Testing Lab), dated 01/20/i2 and 04/03/12, both signed and sealed by Vinu J: Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B-5234.02450-18 dated 12/19/2011, signed and sealed by, Vinu J. Abraham, P.E. 2. " Test reports on:_1) Air Infiltration Test, per FBC, TAS-202-94 2) Uniform Static Air Pressure'TdM, 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 241'1'3.2.1, TAS 202-94. Along with manufacturer's parts and "section drawing marked -up drawings 'of aluminum outtin swing door w/sidelites, by Hurricane Testing LA ratory; Inc., Test Report No. HTL-97055' (0080-912-97) dated 09/23/97 thru 02/17/98 for specimen #1, 2, 3,4 tested per PA202-94, specimen #4, SA, 5B, 5C tested per PA241104' & PA203-94, signed and sealed by Timothy S. 'Marshall, P.E. 11. 'Along with manufacturer's parts and'se'ction drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, In,c., Test Report No. HTL-01071 (0080-0402-02) dated 04/01 /2002 tested per PA201-94 & PA203-04,'signed' and sealed by Vinu J: Abraham, P.E. (submitted inrfile # 09-0113.04). Original tests conducted per SFBC, PA 201, 202 &203-04 now known as FBC, TAS 201, 202 & 203-94. r , f le k..� 1. L L.-"-L-, ' Tlshaq I. Chanda, P.E. 1, 0 Product Control Examiner NOA No 14-1103.08 + Expiration Date: November 09, 2016 Approval Date: September 10 , 2015 E-1 , •-f ... CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue): ,= 3. Reference Certified Testing Laboratories test report # CTLA 3056WA, issued to CGI Windows & Doors Inc. pert TAS 201, 202. and 203-94 for specimen #1 thru #30 for laminated PVB glass, insulated PVB laminated glass with Duraseal and super spacers, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS ••.• 1. Anchor verification calculations and structural analysis, complying 7vittkBC-=A(Oh ...... Edition), prepared by Al Farooq Corporation, dated 10/27/14 and last're Ased op AUG 27, . • 2015, signed and sealed by Javad Ahmad, P.E. • • • � • 2. Additional intermediate horizontal mull calculations, prepared by AU#9gooq Cor26ration, :....: dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.R(SubAitted'undet Qgj# II. 1025.03) •..�.• ..:..• 3. Glazing complies w/ ASTME-1300-02, -04 & -09. �' • • • D. QUALITY ASSURANCE fee• • 0 0 % 1. Miami Dade Department of Regulatory and Economic Resources (RERx • .... ...... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.), for the "Sentry Glass ® Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.)'for the "Saflex Clear and Color Glass Interlayers", expiring on 05/21/16. , F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5" Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/30/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 12-0706.03, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal dated 12/16/14 approved by RER and Test proposal # 10-0940, dated 11/17/10 approved by BNC. lshaq I. Chanda, P.E. Product Control Examiner NOA No 14-1103.08 Expiration Date: November 09, 2016 Approval Date: September 10 , 2015 E-2 P I C AJ— L�—E VA•I I VWS SERIES 45U ALUMINUM OUTSWING GIAZED DOORS WITH OR rffRQUT SIDELITE+S • • • 31RII�IB� • • • • • • T I rrsxn ••••• • FRNE WIDTH � • � • • • -0 - OUTSWNG DOUR DETAR. L •.S dvc. FPNIE wOTN •�� • 0000 -D .IaH4tis - I1FM DESCRIPTION t I/•' 3 • • • • • -0 a 7/tr D.L OM Di. w•c. a 7/a' SHEET 1.1 4 (IICO sheel 2 of 7) • G •••••• worth • •• • • ••• • •• • • • • • • LOCKOO OPTONS. SEE DHAIET SHEET 1.1 � • • w • U_ � • I OUISIBIG `• •� (H CONFIGUP/LTM SHOWN RH 'A" t � I 1 / \` A \ • I 1 I 1 1 1 3 NACINF 5 75 J 1 ACTI\2 / I I � 1 1 \ I 1 � ACIIA! 1 x S- OUTSVNG 551 552 E 3 ♦ �� 541' S42 �1 52 �C� 1 ♦ 4 4 SS t tM2 SADDLE 9LL FRAME ♦ 1�. VIDTH - TESTED FRAME WmH tz) Eb-9n4' 1 FRAME ILAR/fI0EL1 EIMYE HEXi1T PNEL Vi1LM h 1-7/B•8• ($ID. THtFSFIdD) VDTH PANEL DL OPG. (�A aX) VIDTH VIDTH (PANE HECK = PANIL HDrA I I-5/RiAE5NOL0) 30-L/Y rY3/4• Lz-a/♦• ETHANE WIDTH PANEL WIOIf IRL75' 3E!9/16' M-0 -D 30-9/lb• • ] 3 TR 62-1/2' 29-3/s• is-3/1' SRs 1R TO IISR rears 7h1/2' 3�-3/4• Ph]/4• 1. DETFArIIE WND TOM —' ON PRO/LSIMS OF .1. E..- BLOD. WDE. •. ♦•-9A4• 86-1/Y 41-3/4• 3D-3/1• 2 DETERMINE'%KTFR IFUR TION RLWIREMEIRS BASED ON PROASK)NS OF M- R EGRFSS RFAARLMxf4 ro BE REVERED EW IN BULDNG OFREWL I — / I I 1 J f _ \ 1 1 I Ale - / NACOVE 3. SELECT A DOOR SYSTEM LL OVTTe AND TO'E OF THNESI OLD FROM SHEET a ' 1 AHO LOCK OPTIONS FROM SHEET I.,. / HEIGHT Hi'iGHTe NEIiT. 4 CHECK THE ALLOWABLE EXTERIOR AND NAP TEIION LOAN FNOM PRCPRMTE CINRTS 02-3/4' 80-7/8' G7-GI3/8' ON, SHEETS 1.1. 5 a a. 04-3/4• 82-7/B' 69-3/e• THE ALLOWABLE LOWS MUST NEST OR EXCEED THE DESON LOAM WCUIZEMENIS. 9•-3/4' 00-7/O' 75-3/r• S. SELECT AND CHECK ANCHORS TD MELT LOAD. (SEE SHEETS 7 a 7.1) 96-3/4' 94 7/0' 01--- R TITR LOLLED SWEOTE. HETER TO MILLION C—CM ON SHEET 5. 100-3/♦' L00-7— .-3-- 7. LOWER 06OH PRESSURE MM LOCALS ~. PANEL PERFORMANCE CHAO, YOB-3I1' IOb-7/8' 93-3/0' MREON PERFORVNICE CHART " MRNOR CAPACITY Cwd"S AT MILLON AND 1l♦-3/4• II2-7/0• 99-9/e' MTG. SOLE ENDS SHALL CONTM. THE ENTIRE SYSTEM. 120-3/4' 116-7/0• 1.-3/e' 9. MATERIAL,, INCLUOIND BUT NOT UNITED TO 41EEL/WETAL 4CROE5. IHAT CONE INTO •HEIGHTS 11♦RESFIOLO C,wTACE WRI O7NO2 DISSWILM YATERIWS SHALL MEET THE R6gNE1{OE1=1 a i FOR SM. t. TIE FLORIDA SLIDING - COOS •. • { J DWG. NO.: W98-01 .MANN1D VD GT cz aN7II C wX. mAle worx MULTIPLE SIOELITES W/. DOLf+S s-0oxx4' _ WIT"N TESTED FRAME sst 452 AREA ARE AVMlAOLE 4 (SEE SHEET a) 3 "1 SS 4 • T r reK e: ea aI¢, F Mean aOE�i¢Iro a87 L S 2 �)5 Wlndow� d.+d Odnr�, nc. , loloD RrlMel 25 L6ad mslli. Iluida 331n PTDducL : Senn 450 OutsMing Door h Slddlte4 dote : 10-20-97 wheel 1 M 7 FPAN ARIA 175 SO. FT. TESTED m i i n. 1P MReR LRNIED PER FBC 7014 FRAME AREA f A I 4 TYPICA(.. ELEVATIONS LH CONFIGURATIONS SHOWN RH SWI(AR (SEE SHEET I FOR SIZES) Dw NEL) X OR 0 OPTIONAL TRUE MUNTINS DOOR OR S)DELIIE 1 FRUf IMU >• 1MIEE HEM f 1-7�: ( RESHOI➢) FRAME HEM- PANEL IE1010 4 1-5 (/M FRAME MOTH = PANEL WIDTH 4 2A125' TRAME HEIGHT 84-3/1 ]OA ,I+) WT.(-) 90.0 W.0 IOAA E1R.(4) M.(-) 1W.0 110.0 ]OR EK I.(t) M.(-) 100.0 110.0 IOC & EKT.(a)W70o 65.0 IOOC IOD & 10E t0 fXT.(+) 1W.0 P WT - IMO W-5/4' W.0 90.0 IUU.0 110.0 IW.O l"O. fdA W.0 90.0-3/c ICIOa 110.0 1W.0 110.0 - W.0 90.0 1 W-3/4" N.0 70.0 1M : —MR CflEEX w/ C. 3 P➢ 1 tOAA : 011MN w/ COI ] POIM 108 : REUEIrt CgAME. 3 POINT tOG : RALOWIN S. P. Lux IGCC : COVER CREEK SN18E POINT IOCK 1 W OUR 0-NAIIG SERIES 16W IUE : JAMM SERIES WBS/]O65 ,OF: SURFACE MOUNTED LOCK RESIDENTIAL HARDWARE COMMERCIAL HARDWARE. HINGE LOCATIONS NAX. FRANE ErM--r HIT. RE911. MAX. SPACING lN'TO 90-3/4' 1 3 35 t/P' ABOVE 90-314' UP 120-3/4' 4 64 1/P' ODORS WITH 3 HINGES LIMITER TO 100 PM' HARDWARE DESCRIPTION • 000000 _• }0-•ODISwNG Dow j w •••••• • • • --•ITEM DESCRIPTION•� • �• • (ba sheet 2 of r'• • • •• • •••• •••••• 132' IIAX. FRAME WOTH • CGI ODORS r(SEE SHEET 1) � / I 1 i t II 1 T 5 14� 1 FttED T12tD � 1 _ . 00XX DWG. NO.: W98-01 • window. o..d Doors. Inn. 10100 9atwed 25 A,.[ m'wm7, Bald. 33172 Product : Series 450 Outsw4lg Doors & Sidelites dale : 10-20-97 1 sheet 1.1 of 7 ' CUSS • 3/WWRT SHWO CLASS 16' AMACLASS S4.-". SUM' K-*p • • • A75' M4.IIya�� rby.r�'Ewlmon ��$c��DryryW W8•PET Con S' I CP rtA PET Can- CA.MeW Co. w AM CoW Gb.von ChariOR O90' FLarlv/arS.ntr)1.. • • • RaY.r dycrBy 'KworaY Amrlao, hc' 0Y 'KV,n MM , Me.' Wy Americo. Mc:3, ". i1A55 • /16' HEAT STREB'O W ASS BULB VNEAT 510ENb GU56 •... BLRB VMT.sS&ICON BU 0 • • GE-1200 SKL E GE -Imo ALIMOM SHEET PLYWOOD A.UMMUM SHEET GLAZING STOP OPTIONS �m a SaICO E .ne .a1 .711 cE-1200 ••••owee9�9 • •� DOW gas DDOW 9W ��-� DDOW 8D SSL_.375 COI=S01 Ssd-�]`.7-5 • • OOLV B>• L`l ass 7YPF 'R' j[16" flVFRAIL COMPOSITE PANL • ]/18 Q.wLALL LAM. GLASS 7/16' OVERALL LAM. GLASS .I/6' OR 1/1' TEMP. CUSS -1/8' OR 1/1' TEMP. GLASS W SPN7 AIR SPACE 3/16' AMN GLASS 3/16' AHH. CLASS .075' W-W, Sn CP dA 1'ET Can WA. N" Sotka C%- M / Cobr fi c. BY 'Eawmon ChencRl Co' Sy'E..l CA.mla61 Co. OR ABO' Int6rby.r A90' N H.yv _ BULB VN SaME o . CEO-382 By 'K,-" k-d.. Inc.' BULB wwly Cd-382 BVlodi. PM DA 'KRlmey Americo, hc: ~ 3/1C AM CLASS 3/16' NEAT SMEWD GLASS s I• XL EDGE SPACER W. mm RY 'CAtdNa' OR SM GONE DOW eas DURASEAL BY 'GUM.EK' GE-1300 OR SUPER SPACER BY 'QUAEEX DOW 8" 1' O"A.L DMUL LAM. Cuss XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R p1MSFAL 8Y 'QLIANR' OR SUPER SPACER BY 'QUAWEX . dtiC(`L�PE R1 I' OVERALL INSUL LAM. GLASS C a IN' OPTIONS bl] b]2 U AIAMNUI SHEET 3/4'PLYWOOD CGI-396 '0-51R .Om AWNIN M SHEET _ DOORS ANSIOEUTES CAN BE GLAZE USMG SOLIARE OR OGEE GLARING BFlO3/ ►RODUOf.CVgt• r6ReP1]I.6 NUfY lRr.Y AMP �l4d1696y8 Ih.MeMw Dr.�.s S2E- LE .� 20 GE-1205 iA. t 611QLY 00W 8i5 DOW 81• 1" OVETtu L COMPOSII! PANFl DWG. NO.: W98-01 Ja Jag 4A7 Zlowo rmlKaM 25 A.a RmW. Aw* 431ni prduct : Series 450 Ot6WM19 ODTN. k S1ddH66ad2Oi5 dote : 10-20-9 1 eMd 1.2 of 7 4 1/4- NOTE: THIS UNIT IS STAND Atow UNIT TO BE USED AS 'X' OR 'XX' (OUTSWING) TO THE MAX, SIZE SHOWN. WITH GLASS TYPE 'A' AND LOCKING MECHANISM 'IOAA' (BALDWIN 8200 DEADBOLT W/ CGI 3 POINT LOCK) AND 'S-O' THRESHOLD 507. THIS UNIT CAN NOT BE USED WITH SIDEUTE OR MULLED. LARGE MISSILL IMPACT # " i MAXIMUM DESIGN LOAD RATING - + 100.0 (m sees s N neo+e OR SM - UM coot LWO - 132.0 PSF GLASS TYPE 'A' LOCK OPTION 10M CQ l PONT MECH M W/ eNDWN SeRIES 82oa a 901T A a a gas LOADS SHOWN ABOVE ARE FOR ELEVATIONS SHOWN ON THIS SHEET ONLY. ,.. . �m r • . rxoo9cr Revrsco ..mr2�.�+1• me ve.w Ase�i�lewe N. 14_ftOT e6 RyYatlre ONe a//L CYellel DWG. NO.: W98 -01 µ� Oak cwxi�s� w:o ae .— u..— m<. 1� 2015 10100 —ft.A 25 Anal miumi, fWWQ 33172 / product : Sedes 450 Oulswng Doors k Sideliles dale : 10-20-97 1 sheet 1.3 of 7 m + gR M 4_ w 18-1/2 74-1/2' 70.0 l0A Iy ■ 9a� ¢ � Cam. e0.0 .OA q 3 d4 4 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. OIWJFlED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 2 e n uiiiii 022015 -v DOORS IAAD CAPACITY= PSF NA/R 1lAill /NAVE WADI EXf.(i) M.(-) LOCK OPIKRIS 100 AND riOE1 PANIC HARDWARE AD PANIC HARDWARE FOR DOORS —VATIC SFNM.5 1690 TOUCHBAR EXIT DEMCI N SERIES 2085/20116 CONCEALED VERDCAL 0f DEVICE P.(NIUC Ff1.F11.D ..IepI2A. �Y�M PbIW /IANIL— st DWG, NO.: W98-01 • CC\ s. WI��J ows onA DoorInc. wlaD mm�.w 25 aVaet m�n[.mids UI72 product : SeHes 450 OutsrYlg Doors h 5ddltee dale : 10-247, sheet 1.4 of 7 BILL OF MATERIALS ITEM DESCRIII PION ID 112 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 2A 3/8-16 FULLY THREADED CONTINUOUS ROD 2B 3/8-16 HEX NUT F2Cj 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE 30 SHEAR CLIP (EXT. NO. 506) ® DOIJ13LE 9/.32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 5� 9/32" DIA. IICAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 ® CENTER OF PAIRS SI'ACLU 6" O.C. & 24' O.C. MAX. © #10 X 1" PH -PH -SS TEKS SCREW, ® 3" & /" FROM ENDS & 19-3/8" O.C. MAX. PI #14 X 3/4' HEX HEAD S/S TCKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. © .320 HIGH WOOL PILE WITII CENTER FIN (ULTRAFAB # 3032) 9E� .350 HIGH FOAM-TITE WEATHERS'EAL (AMESBURY # 32011) 10 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) t0A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WTH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CRELLK SERIES E MODEL D82410. Fl —OA Al CG1 CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACIIED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADROLT BY BALDWIN SERIES 8200, KWIKSET 780. 10B RECENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. IOC SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. Fl OCCI SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. 1OD I OOR-O-MATIC SERIES 1690 IOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. , IlOEI JACKSON 20 SERIES PANIC EXIT NTH 2O85PZ086 CONCCALED VERTICAI. ROD EXIT DEVICE SEE SHEET 1.4. Fi-OF1 CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLIS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 11 12 131 L141 17 18 19 IN SOLID ¢7 STAINLESS STEEL 0006 • HAGER 4 1/2" X 4" HINGE W4S*S CGI 4-1/2" X 4" HINGE IN ALUMINUM • • • • SECURED WITH (8). #12-24 X 1/2" �.A.• �y • • • • • (3 PER PANEL UP TO 7'-6 3/4" Il"� • • • • • • • • • (4 PER PANEL OVER 7'-6 3/4-) • • •••• •••••• ••••• CGI FLUSUBOLT AT TOP & 8011 r "1 GIVE LEAF* HOUSIIJC• ATTACHLU WITH TO PANEL STILE WITH #10 X 3/4" PH SO, ACTIVATOR•A•i1•HEU • • • • • #8 X 1/2" PH SMS. • • • • • • • 00000 • • ••••• •• •• • • • • SEE SHEET 1.2 FOR GLAZING OP �U.: • • • •: • • • SILICONE GF-1200, DOW 995, DITN 899 • • • • •••••• •••••• X 1/2" CONTINUOUS Cl OSE& CELL FOAM • • • • • • • • • • 1/2" • • • TAPE VATU ONE SIDE ADHESIVE • • PLASTIC WEEP BAIFLE 7/8" X 5" X 1/8- THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXIRUSION LIST 500A, 501, 502. 503. 504, 507. 509. 510, 514, 515. 519, 539. & 540 All. EXTRUSIONS ARE 5063-T6. 375, 396, 505, 508. 511 EXTRUSIONS ARE 6063-T5. rRl1RI1C f REYtlED �p�ne 77/.1/JL RR.�r.r. wk Ww rs�rwae+iw ,� DWG. No.: W98-0 n • gym., cN+. 10;. nwlh ed 25 .1-t 6wii, Il.d 33172 y aj ZQ)5 product : Ser'ks 450 003-ing Doors 8 SkWita £ 'a 9 dole : 10-20-97 sheet 2 of 7 • � 4.4U • • .hl 4.W2� b391� J,j,'yy • � I • • • ••• �.67 • .1Ra $ .n6n '4 •• • �s � 1.o1e 1.e12 • �• •e• •••• •••••• JHF- • • • • • • • • •CGI-511 CCI-502 1 .4G1 375 CC1 515 [ • zo+z • • M•B•MVER ,�B/LOCK/SIDEI ITF STILE 00000 CGI-5w • • • -�f �••qW FRAML FiE/e/51lL• • • �i102 I t.eN bl] b]2 • • • � aee • laso .]so • • • $ oso Ja4 A2 zs • • • • • � CGI-396 .WL519 ••• •• • • • • CGI-503 Leu • • NARROW SIDELITE STILE Ab82 1122 1.150 D3 .tw L21e 1.tt2 s1s'Ls—.f' CGI—SODA TOP RAIL b58 - CGI-509 CG1-505 .lea FRAME JAMB/MULLION ASTRAGAL 300 PRoomr[[v1sm .Ieo %s0 �1'�� CGI-540 rMad�YOC�i�.tM•hlMrW lj� 4b00 .125. A4ae1pelN- [ Wrd1s o.1e san • .IEo LjbIr R5 12 ]50 L 4.522 .tY6 .125 CGI-539 _S 21 5.116 s.m CGI-514 z3ee SADDLE THRESHOLDS IIORIZONTAI. MUNTIN ].312 DWG. NO.: W98-01 ccI-s10 _ _� p NNw N«Nb • SIOELITE MULLION crv[ €12 y y ®p t�1 � CAN A6a 96#9 geiYg wlna ew. end oeor.. .075 5 10100 eMMml 25 *at R wru. anMe 73172 1 ^ product : SwW 450 O0.Wt 9 Door- & SMelite- �$a05 CGT-508 CGI—sot ip 0&2Bete : 10-20-97 t3teel 2.1 of 7 FRAME CO" BOTTOM RAIL - V"[' Bdt BoltHousing Assembly SMS Flushbolt ad o H Connection Wheel Keyed ,� Cylnder/beadbd _ Assy. TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3-POINT LOCK _o #B x 1/2' PH MS Rushbolt Activator TOP SECTION SHOWN (BOTTOM SIMIt Al) 0 Fi-2-1 Flushbdts (Inactive Panel) Bolt Tip Ll rt n j #10 x 3/4' PH SMS Threaded Rod Actuator wArm Keyed ClindrxD ad SerblAssembly Actual Arm . . .... ...... . . ...... .. .. ...... .... .... . . .... .... ..... ...... .. . ..... .. .. .. . ...... . . . . ...... Bolt Housing #10 x 3/4' PH SMS Bolt Tip o #10 x 3/c Fit SMS Surface Mounted Activator TOP SECTION SHOWN (BOTTOM SIMILAR) SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT Mppp4,Cf REYIE[C �sa�M)t"f�MMriY �ssrrn�r"' 7 !Lb cnw+sr e.� I"j,,,rww .wscew+� DWG. NO.: W98-01 ENT 3 2LOCK X� • CG\ MFROIALa @ nM2 4 4 1a100 n .,t 25 street miam,,�g a 0 (�1J product : Series 450 Outswag Doors & Slddites g 0 911 date : 10-20-97 sheet 2.2 nt 7 .... . ...... .... . . . . . . .. . . . ...... .. .. ...... ..... . . . .... .... . . . . . ..... . .. ...... . . . ...... . .. .. .. . . • ..... . • ...... . . . . •....• . . . . . #12x11 AI SM' Keepe Top Lock Assembly Bettor Bolt Der-0—Made 1690 y8 x 3/a' FH SMS Strike Plate — Top Guide w/trip release I" Top Bolt Bottom Bolt 1/4" IS Bolt Guide Jackson 20861 110 x 1/2" FH MS 110 x 1/2" FH MS DWG. NO.: W98-01 • Cr, naows ono 000re. no. t010D norlhrtt Z5 drad plod. Wde 3317, Product : Serim 450 OutnIng Donn & Sdditee dale : 10-20-97 1 sheet 23 0l 7 HUS AND 2V O.C. 1/4` DIA. ULTRACON C . SINGLE UNIT ANCJWNS)SHEET F U E DOOR Ile 7 !1 j EO W KSI a I � I 2X4 PT M 1-1 WN. _ SFF NOTE BULLBE W t40 �— DPT). AL INSTALLATION r LIDO TO 2X4 PT YAW - SSE STILES 21 & 2.3 TYPICAL JAMB ANCHORS 1/4' GIA ULTFiACON FOR BOLT ENCAGEMENT O 9' FROM ENDS AM TYPICAL is-3/e' au FOR LOADS WTO 70 PST . W iM-1/2 O.a EON LOADS UPTO 110 PSF 12' O.C. FOR LOADS ABOVE 1T0 PSi (SEE 9CET 7) MN. EERIE GIST. ° TYPICAL (-1/4" DIAL ULTRACON r/My . . .... ...... ...... .. .. ...... .... .... . . .... .... ..... ...... .. . ..... .. .. .. . ...... • ...... . 0 . . :0046: . :*046: 00 IX4 PT WOOD ZAI TYPICAL PANEL ASSEMBLY 509 511 4 Z13 TYPICAL PANEL ASSEMBLY ZC TYPICAL PANEL ASSEMRIY 9 14 n.sea 502 504 1 l.i OR D ACTIVE '12$ �375 a M.1rst ( EXTERIOR FRAME' J.S.wl J 0 6'F JAMB ANC ORS NDI/4' OIA. UUMACONO B3 iROM ENDS ANDIfl-3/8' O.C. FOR LOADS UPTO ]D0 la-1/2� O.C. iON IAADS A80`rc ]0 PSF TERIOR 2/2- EDGE UST. OPTIONAL EMBEDMENT INTO 20Y vOODiOUARE GLAZING (SEE SI ILFT 1.2) 4- 2X4 PT WOOD OPTIONAL INSTALLATION INTO 2X4 PT WOW SFS NOTE BELOW TYPICAL NOTE: 1X OR 2X WOOD UUCKS NOT BY CGt raa Io nxRx as lrm F2 SCREWS MUST BE PROPER[ Y SECURED AND r emu ro T68 3/ ENDMUST SUSTAIN LOADS IMPOSED auli Inver. rWev a+Nlm m 1/4' DIA. ULTRACDN BY GLAZING SYSTEM. O B' FROM ENDS AND M' O.C. (INTERMEDIATE k SINGLE UNIT ANCHORS) SEE 91EET ].1 FOR GOODIE DOOR MEETING STLE ANCHORS E, , �� MOArD h m 409 NOTE: ALL JAMB ANCIIOR CONDITIONS SHOWN ONSHEETS 3. 4 AND 5 MAY OE DIRECTLY TO MASONRY WITH 1/4' MAX. SHIM SPACE 2015 °o WITHOUT VARIATION IN CAPACITY. RRDDTICr REVN1W v.wA.=.Nh d.plot. 94b.d. a ,ft as DWG. NO.: W98-01 �CEL wl..a HOIO0 n:W.A 25 3rat miorei ft-* 1717E _ product : Series 450 Outsxing Doors & Siddites dote : 10-20-97 I sheet 3 of 7 ...... .... . . ...... .. .. ...... . . .... .... ..... .... .... ..... : .. ...... ...... . .. .. .. ...... . . . . ASIRAO REOD. FOR INTERIOR MATER REVSTAMT DOORS WIN SLL S-O ONLY zs0 1 400 ;505502 twAC'IIYE111EAM -;;iTUSWING DOOR EXTET210R a oP1NINs Stl"UT LOCK STILES WITH WATER RESISTANCE INTERIOR LOCK STILES WITHOUT WATER RESISTANCE r y _ g cr M R l i b cwx. d D E 2D5 9 FWDUC..64WD .e« 0130 tbikrdk DWG. NO.: W98-01 • CG\ 1Ot00 n '" 25.1nat mi"K Mddo J3112 product : Sena 450 OutaNWq Doors h SlJdiles date ID-20-97 shot 3.1 of 7 THIS SILL IS NOT RATED FOR WATER CS9 ADA SADDLE EXTERIOR SWEEP — Mill I ION #1 502. 11 � DOOR PANEL WIDTH DOOR FRAME WIDTH DS-0 THIS SILL IS NOT RATED FOR WATER RESIDENTIAL SADDLE r 4" WIDE SADDLE THRESHOLD EXTERIOR s4o 8/16• DIA. VLTRACON 1 3/4' MIN. EED , WN. EDGEGE UST. 0 6' FROM ROM ENDS @ 24' 0.1 ME H O.C. AT OR STILE LOCAn01r - AN SHEET 7.1 FOR CAPACITY T30 3 9 CONCRETE L SMALI SIDELITE STILE (EX I. 503) AT SIDELITES 1'-WID E DE OR SMALLER. 502 EXTERIOR 0 roS-0 tNT SIDELITE P SIDELITL FRAME WIDTH . . .... ...... ...... .. .. ...... ...... .... .... . . .... .... ..... ...... .. . ..... .. .. .. . ...... . . . . ...... .. .... . 00 . 1X4 PT WOOD SEE NOTE SHEET 3 ta,GR OR SOh 511 rz --q SIDELITE FRAME WIDTH (si)o XGK JAMB ANCI DIA U.IHAODN O 8" FROM ENDS 0 19-3/8' aC. FM LDAIK UPTO 70 PSF 14-,/7- O.C. FOR LOADS UPTO 1,0 Psr 12' O.C. FOR LOADS AROLC 110 PSF 2-1/7 . WN. EDGE GIST. tug M T 3'xla < YOOUCf REV,BLO _ �111gwW tlr FSaW MoP�wN il-wi Eyfn,iw OW, /I/��/�/ LL 1/4- OIA. ULTRACIIN I-3/4' WN. EMM O 6• FROM ENDS k 24" O.a N SEED 511EET .T ITFOR GAP TMLounav REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS S39 — DWG. NO.: W98-01 • IA1 �: JAvN) AN1AD CG \ L .080 KL'M]R2 yeM� CA1L� wintlows �+n�f a. Ino. 1010D IOdl nt 25 stud n ordk ffx* 33172 3 K9 = Z w .. StP 2015 .a _ .•A 9 e ^ product : Series 450 Oolswing Doors & Sidditss E ^ to dote : 10-20-91 sheet 4 of 7 MULLION TYPE 1 WE SAE -MAR Slit 6 OUTSWING DOOR SIMILAR MULLION TYPE 2 WE S11F-NAWV SAE 502 SIDELITE PANEL WIDTH OUTSWING DOOR SIMILAR MULLION TYPE 3 NAM 511E-NARRDR SAE EKMM R Y PANEL WIDTH MULLION PKRFORHANCB CHART DRSN2N LOAD CAPACITY - PSP 4w L ye •� /' yr 1 I wED � ya .125 0. WIDTH PAN0. WIDTH PANEL WORI PANEL WD 2/0 IN-2/r VD b25 1.2Z0 1 5n -lAt2 In NT EA441pR WIDTH (W) DOOR PANEL + FIXED PANEL + 1.2w 2n SIDELITE PANEL WIDTH 2 In ee-2/4 un yr In • 5n 1� 2A 2n 1r2-y.. LOWER DESIGN LOAD FROM PANEL PERFORMANCE' CHART ON SHEET 5 OR MULLION PERFORMANCE CHART ABODE SHALL CONIROL 3/0 3n In 2A 2n Iola/r PRODUC r livlse. r..III wl. h fb MA .wAca. 3A 1/$ amuoR AaflmeN.� In SIDELTE PANEI WIDTH c� rN �T�►!!y 2/e H yr 1� 3n N 1/B In ,m-5/r In SIDEHTF PANEL REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Ilk r € F 4 W1. t.+20rA2 44P� dd P 02 5 Saa9 DWG. NO.: W98-01 Cr� w1.,a owo oe=� 10100'. 25 N.d srwd Rwi6 33172 product: S.iss 450 Ou mO.9 Lk-s k SWelites Idcte : 10-2D-97 I Inert 5 u1 7 1 PANEL PERFORMANCE (NARROW CHART STILE DESIGN FOR SINGLE SIDEUTES LOAD A DOUBLE LIMITED TO CAPACITY DOORS k 18- OR - PSF SINGLE RIDHllTE3 LESS) 1 S i SS yFWAVE�WDTN{ / / ` ' WITH NOMINAL FRAME VIDTH <%) 26-9/16' 32-9/16' 38-9/16' 44-9/16' DIMS. FR4E VIATH a%) s0-I/2' 62-1/2' 74-I/2' 86-1/2' CIA99 TYPE 7/16' COMPOSRE 1 COMI'OETID El(T. (a) 'A' P1N8IS PANIIE WT. (-1 GLASS TYPE 'Al' GfASS 'B' k TYPES 'BI' FRANC NEI(RT E%T. fa) MT. (-) E%T. (a) TNT. t-1 82-3 4' 10(10 To. TWO IIOO TOO 7.A 70.0 70.0 90A 70A 9a0 903 f0a0 94a 110A 942 70A 7a0 90A 960 70A ]aO 90.0 9" 90A 90A 26-9/16' 32-9/16• 38-9/I6' 44-9/16' SA-1/2' 62-1/2' 74-1/2' 86-1/2• 84-3/4' 10a0 lama DOA DIA ]a0 ) PANEL W10TN lift. 70.0 70A 9a0 - 900 90A 90A 100D 94.2 1100 700 700 FRAME 94P. 70.0 704 90.0 90.a 90.0 90.0 %-9/16' 32-9/16' 38-9/I6' 44-9/11. SO-11' 62-1/Y 74-1/2' 96-1/Y 90 3/9' IOmA IaOA 110.0 I00 ]OA flab 70.0 /DD WA 9m. iS .- PANEL VADTH PANEL WITH I= 11a0 ]0.. ]0.0 90A 9a0 %2 %2 7a0 70D 90O 90O 2 wil'' 32-9/16' 38-9/16' 44-9/16' 50-1/2- 62-1/2' 74-1/2' 86-1/2' 96-3/4' I0a0 lima 7a0 760 90D 9a0 10At I000 lima 110.0 TOO 70.. %A 90t 70A 70A 9OA 90.0 S7.9 59.9 59.9 59.9 26-9/16' 32-9/16' 38-9/16' 4r9/16' 50-1/2' 62-i/2' 74-I/2' 06 1/Y TOP-3/4• 10a0 IIOA 70A a 70L • - - - IOU 10a0 lima Hot 700 . 704 • - 7.a a 700 a 59.9 • - - W9 59.9 59.9 • 26-9/16- 32-911V ]BA/16' 30-1/2' 62-12' 74-1/r 100-3/4- 100.0 I10. 70.0 . 70A a 70A e - - - IOU 110.0 70.0 • 1MA 110.0 70. 70.0 . ]..0 70.0 . 'cG 9/16' 32-9/16' 30-9/16' S9-1/2' 62-1/Y /rl/Y ll.-3/4- ]OA 70.0 760 700 TOO + 700 _ am lODA am .. K-91: 2-96'6-1/2 38-9/16- sa/Y 1 724-/2' 1---4. 700 7RO _ • ]011 . LOADS AND (WIN ? t �S3) ARE FUH DOORS WHERE WATER USING OIFILTRATDN THRESHMOS REOUREMEMS ® ARE NN ANY CONDITION NOT APPLICABLE. GIASS LIMITED TO 8/0 DAYUTE OPENING. PANEL SIZES ABOVE T3/O HEUUINE TRUE MUNTIN. N07 RATED NOT MATED FOR WATER FOR WATER RESSIANCE RESISTANCE o S51S & 507 ' t 539 ' ,:\4; 1: 540 M OUTSIIING (SADDLE) RE NRA (SADDLE) . . .... ...... ...... .. .. ...... .... .... . . .... .... ..... ...... .. . ..... .. .. .. . ...... . . . . ...... FRAIIF Y DTI 1 (�T� NCJ oq� M RRS�tl� PARTIN Cfl)POSITE PA PANEL WIDDI OR GLASS AWLIGBIE TO BUIR/SIBILITE C p U O g 0 r P3 o fn #0 (a FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY K = o ^ SEE CHART ON THIS SHEET SEE BELOW FOR THRESHOLD TYPES SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS o v z R SEE SHEEP S FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY U o d SEE CHART ON SHEET 7.1 FOR MTG. B'YILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY - NOTE: GLASS CAPACITIES ON THIS•SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCIIIRYKED ys e0R01}Ye WILY W FI.IMA � Y � milli E.1i.r1r a.._ 5111 WIMm g � � drawing 21.015 W98-01 ...... .... . . ...... .. .. ...... •..... . .•.•• . . .... .... .•... ...• .... ..... . .. ...... . . ...... . .. .. .. . • ••.••. ...... . . • . • • •• SOMULLION WrE CLUSTER IA ME40 ANCHORS SEE CHART INS SHEET 3.4 OR 6 STATE ANC2OR5 W) 2 AT SI ELITE 1 AT DOOR MAXWIG. {{C\\�� SEE SHEET 7.1 (4)) 2 AT SIOELIE 2 AT DOOR MEDIATE (S) 3 AT ELITE3 AT DOOR 3, W. SEE C+— FOR CAPACITY \1D r o� 4F ' m�^z� I N ' ` CLUSTER OF SAI. ANCIIDRS 3 OR 4 FL tlRl �(3) 2 AT SIMI E 1 AT DOOR PANEL IADTN PANS WIDTH PNkl MO11 PANEL V1lTN ♦ 2 AT 3NEUTE 2 AT DOOR SEE CHART TOR CAPACITY 1.250 1230 SIDEUfE MULLION ANCHORS AS SHOWN IN II+IAllS AND CHARTS DOOR PANEL + FDIED PANEL INTERMEDIATE ANCHORS 10 BE AT 6" FROM /:OMERS YMIH (W) 2 + 1.250 AND 24' O.C. AT HEAD/51LL. ANCHORS" , TYPE 'B'- 1/1' TM x .rpN iH m' I-- 16l wo, 60ME 7- 1/4' YA NTRACON BY ''ELCO' IT-- M FY-IY 1fq MID 2fY WWD SUC%S OR HOOD SNNC7IRM INTO 2R/ W000 DUCKS OR "= Sim Um 1-1/2' MN. PENEIIUTfON WIN),WOOD 1-1/r MN. PENEDMTION HMO WOm THRU ISF WOOD SOONS INTO CONCRETE AT HEIR THAU 114Y WOOD OWNS NTD 0O0C4'N000W .LOCK At JAW 1-I/4' MN. EMOEO INTO C0RCMIE 1-1/4- ON. EMKD INTO CONCRETE OR MASONRY DIRECTLY INTO CONCRETE DIRECTLY INTO CONCRETE 1-1/4- M. EMffD INTO CONCRETE 1-1/4MN. EMBED INTO VAICEETE IDDE_06TN615 - - IMO OOO.REfE.- 2-1/2- MN. O110 00MCRETE . 2-1/2' M. MULLION ANCHORS AT STUXUIrKS DESIGN LOAD FAPACTY-Par NOMINAL WHOM M DIMS. FRARE IC[OD 'N AT N1M0 CMISIBR OP CLAW= aF a AITC® 604 ANISIONS RAPT pae CLUSOY TER a ANCHORS IwA +w0 nm TITRE Y AT low 'C' M e-O R S33 CMM OF CLUSTER OF 3 ANCHORS 4 AICUM twn lwA TYPE 'C' AT ARMSTTE TYPE 'It AT MI .IN. CI.OSTPP OF CU18M OF 3 ANCNDRS 4 ANCHORS Um tw0 Yro v6 3ro z-] 1• e60 ti lime M4 IND wes 1100 neD 11m fora Alm uao 3/6 01 DA INS IRA O/2 1.0.0 Ot.o 210 2/6 RK2 llm INA Iwo 11m IwD 1w0 IN2 I+m Alm IWA I m 1f0.0 34 316 N-] 4' ]46 006 M.+ tlm pM.T 11Q) M1 1fU 81.1 INS ilm 9. +1m a10 wbl Vo ✓6 »2 11m Ilu Alm INO INA 11m flm _ H./ RNA Ilao +tu Nao 3/0. 3/6 �/• MA MIl IRA I3/ INA 0.7 Itm , Alm INA ess 110A Iw➢ mi ITCA Tat. NA +»! INA vD 2/6 3ro 96 3/4' Al2 Nao INA 11u ial ef! Y3 e2T INA 1wD 11a➢ W Alm 11m iNA Iw0 3K 3a7 T+A MAPS N.5 NTA IRA 1I.1 I Ilae ou IND 2ro RA 11m TWA 1wA E16 3ry ]K w2-3/4' 601 312 IRA 11➢A RNA +Im »A Alm 11.) 110A Im TSe RNA NA HMI MD NA 1003 10+.1 RI e0.0 try ell +obi IIm IN. 4104 IN. 110! EIG taR-3/4' asc ».e Alm Mime Alm Al.l 1N➢ 1 ve 54 Tll 1 a0 m.0 Liu 11m Tu a] II1111 vo Tu IOTJ Hm Nm ADS Nm 2/6 LO 114-3/4' e22 3T2 no Ilm MU Ilao M9 tlm HS IN3 +NA M W&I no SITE vo 2/6 1:0-3//' lxI »s limo 110.0 1N2 ®A 110.0 106.E M. aA INA AU Nm 3ro 4L Eli T/A K$ R2 Ito No3 1OS11OW'N ADOYE ME tON INSTAWlONS MORE WATER IIiRTRATON RESISTANCE IS NOT REWRFO USN' THRESHOLDS® (9D ANRI� I UMI EXTERIOR LOADS 4HEIE AWES NAILWGTION 6 REQUIRED AS PER OM AND MOTE". ON SKEET 6. FOR SINGLE OR DOUBLE HEAP DOORS AND SINGLE SIDSLLTNH CAPACITY SEE CIUMT ON SHEEP 6. NIIO WOOD STRUCTURE. 1' ON."MWOOD STRUCTURE . f w9. SEE SHOT I.1 FOR LACE CAPACITIES FOR SINGLE AND DOUBLE BOORS TYPE T'- 1/4' DID. LLTRAflIN fW 'BLED' a 1T xR f RISE qD� DREMY INTO CONCRETE AT HEAD CR SILL 1-3/4' MN. EMBED INTD CONC. INTO CONCRETE = 2-I/Y MN. IWO CONCRETE TYPE '0'- s/ ' Du L. TRAmI R "'O' 0'..1n +CL ri.we c0� DWCTLY HMO C00I AT ADA SKI. 1-3/4' NIN. aff INTO CONC. ME ISNNCE.S INTO CONCRETE - 2-1/2- ON, WOOD AT +➢AD W JNnN R . a9 YN. Cama— AT MEAD. ML aR alas Fc . 3D00 Ps M.A� C to 11a1L0W/"_ SI= AT JOYS ET . 2A0➢ PSI la SEE BELOW FOR THRESHOLD TYINSS SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY Not RATED NOT RATED SEE CHART ON THIS SBE]S'I' NOT! MULLION ANCHORS CAPACITY' FOR WATER FOR WATER SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. RESISTANCE RESISTANCE LOWEST VALUE FROM THESE CHARTS BILL APPLY TO ENTIRE ASSEMBLY. SSl Gar: JACML A1� 8� M IE TOSR2 ITVE D' L TYPE'c' CAN AN _pl1�/W RWY roWMN 540 T� 539 F r Z015 L�MTNEu wT: a➢ 9 D➢ W98-01 DotE;E ODOR NEAO/SILL Mm. MILE MCIgRS SEE ONART AT FEW SNGLr DOOR OR gDELITE ,MULLION ARCIIORS NOMINAL DW9. RARE V.1N 9RA E ...... .. .. . .. .. .. 0 ...... . ...... .. . ...• .. . MTO. STU.E ANCHORS AT DOUBLE DOORS DEMON LOAD CAPACTT-PST 'tl' AT H[AD TM'C' AT HEAD W AT S-0 n m S0. TYPd 'C AT N ME 'D, AT "t Im I IIOA 100.] !0 IIOD 1.J 11m INS MD 10}A w2 IWA .1 IDO 11nD 11m iIs I10.0 im ttm Ilm 1100 901 N.f 1100 Is&, I- N5 01.1 M1.4 01d 11oA VI 1 . -. Ilm 1100 1104 iNA 1100 11m VsO 911 91.9 10na 99.1 110.0 11.1 7Si 9.7 85 110D 6A9 I IOA IMA INI.n i+m INl aLL.t 1160 110A Itm E01 M1 loll 930 11a0 11! nA 9m .A 101./ 11 IIOA IIOA 1.4 110A IOOr WE Um 1NA t1m 01.1 A.1 97.1 so 110A N: NA a. _ X.0 101.1 _ w 105.2 Iw 110.0 110A ou 07S 1D9! W] 11UA 131 91.7 039 Itm 6t. IO9d 1100 "as IIOA ,.I N. 103.9 94A 110.0 ]ii All NA ]OE 1031 bI .13 11m IMO 110.0 99: SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILL ANCHOR OPTIONS FOR SINGLE OR DOUBLE LEAF DOORS, SINGLE SIDELTPES AND THRESHOLD CAPACITY SEE CHART ON SHEET 8. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON THIS SHEET FOR MTG. STILE ANCHORS AT DOUBLE DOOR LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. A AD Ii1VA0 OML fU PE Y 1D5. CAN 7 Y DETAILS AND CHARTS 'ROM CORNERS U 2 2015 &.-g - W98-01 ...... .... . . . . .... .... ..... .... .... ..... . .. ...... ...... . .. .. .. ...... . . . . CORNERS TO BE SEALED WITH LOW MODULUS SILIONE SILPRLF. WS HD am T RRSMENTIAT SADDLE ctts CORTTSR GONSTRUCfION IM CTTL SnT. CORNIER DMM 0 EWS END `12 SCREWS Tm ```"`2/ LLG teal) ADA SIL CORNER DRTAU. DWI. IV, y'lT'1 DUI' �k 2SCREWS 1 2/LEG INTERIOR ADA cL . MULUON . ... . . ... FORMR405-2014 . % " . . . . . . . . . . FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department ofBusiness andProfessional Regulation -Residential Performance Method Project Name: Walter On 93rd Builder Names • . 000 • .. • Street: 94 NE 93rd St Permit Office: City, State,Zip: Miami Shores, FL , 33138 Permit Number: Owner: Charles Walter Jurisdiction: . • • . • • . . Design Location: FL, Miami County:: kfiami."ke: FC)A& tligate Zo're 1 ) 1. New constructionor existing Addition 9. Wall Types(987.2 sqft.) Insulation Area 2. Single familyor multiple family Single-family a. Concrete Block- Int Insul, Exterior R=10.0 987.20 ft2 b. N/A R= ft? 3. Numberof units, if multiple family 1 c. N/A R= ff 4. Numberof Bedroom(43edrms In Addition) 1(0) d. N/A R= ff 5. Is this a worst case? No 10. Ceiling Types(1090.0 sqft.) Insulation Area a. Roof Deck (Unvented) R=20.0 1090.00 ft2 6. Conditionedfloor area abovegrade(ft2) 1090 b. N/A R= ff Conditioned floorarea belowgrade(ft2) 0 C. N/A R= ff 11. Ducts R ft2 7. Window(213.5 sqft.) Description Area a. Sup: Systeml, Ret: Systeml, AH: Systeml 6 218 a. U-Factor: Sgl, U=0.90 213.48 ft2 SHGC: SHGC=0.40 b. U-Factor: N/A ff° 12• Cooling systems k Btu/IT Efficiency SHGC: a. Central Unit 32.6 SEER:18.00 c. U-Factor: N/A ff SHGC: 13. Heating systems kBtu/IT Efficiency d. U-Factor: N/A ff a. Electric Heat Pump 36.0 HSPF:9.50 SHGC: Area Weighted Average Overhang Depth: 3.000 ft. Area Weighted Average SHGC: 0.400 14. Hot water systems- Replacement equipment 8. Floor Types (1090.0 sqft.) Area a. Natural Gas Tankless Cap: 1 gallons ,Insulation a. Crawlspace R=0.0 1090.00 ft2 b. Conservation features EF: 0.960 b. N/A R= ff None c. N/A R= ff 15. Credits Pstat Total Proposed Modified Glass/FloorArea: 0.196 Loads: 44.48 PASS TotalBaseline Loads: 46.95 I herebycertify that the plans, andspecif a-tions covered by Reviewof the plans and -1$E S?41 , thiscalculation are incompliance wi ridaEnergy specifications covered by this Code. calculation indicates compliance y` ffr, ' �,��` .4' with the Florida Energy Code. PREPAREDBY: _ DATE: Before construction iscompleted this building will be inspected for compliance with Section 553.908 C1 cG.. 0 OPT___ I herebycertify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: -Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. -Compliance requires an AirBarrier andinsulation Inspection Checklist in accordance with R402.4.1.1 and anenvelope leakage testreport in accordance with R402.4.1.2. 9/21/2016 3:04 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 F(IRKA PAr)r._')01 d . . . . . . . . . . PROJECT Title: ... . . Walter On 93rd . . ... . . Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 1090 Lot # Owner: (Wes;4lalter* .•. .. 1%tal Stories: 1 Block/SubDivision: # of Units: %*: ; ' ." '. ' ; ; 'QVorst Case: No PlatBook: Builder Name: •�• �;, '.' ..; '.' .fttate Angle: 0 Street: 94 NE 93rd St Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction: Whole House Fan: City, State, Zip: Miami Shores, Family Type: SinJI@farflily; .'; �•� ; ; ". FL , 33138 New/Existing: Addjtlbn • ; 0.: Comment: .. ... . . . . . .. CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 1090 8720 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 System 1 1090 8720 No 4 1 1 Yes Yes Yes FLOORS # Floor Type Space Exposed PerWall Ins. R-Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace System 1 120 ft 0.6 1090 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 1219 ft2 0 ft2 Medium 0.96 No 0.9 No 20 26.6 ATTIC IRCC, V # Type Ventilation Vent Ratio (1 in) Area RBS 1 Full attic Unvented 0 logo ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented). System 1 0 Blown logo ft2 0.11 Wood 9/21/2016 3:04 PM EnergyGauge@ USA- FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 rUKIVIK4Ub-1U14 • • ••• • • • ••• WALLS # nrnt Adjacent To Space Wall Type Cavity Width Ft In Height Ft In Area Sheathing Framing R-\/,qllle Fraction Solar Absor Below Grarlp%- 1 W Exterior Concrete Block- Int InsulSystem 1 10 12.3 0 8, 0.�. 98.,1*1V : 0 .: .C• 0.8 0 2 N Exterior Concrete Block- Int InsulSystem 1 10 5.3 . 0 8 ; . 0; . ; . . .. 42.; •ft2 . . 0 ; .. ; 0.8 0 3 W Exterior Concrete Block- Int InsulSystem 1 10 10.2 ... 0 8 . 0 ... . 81.6 ft2 ... 0 . 0.8 0 4 E Exterior Concrete Block- Int InsulSystem 1 10 18.9 0 8 0 151.2 ft2 0 0.8 0 5 W Exterior Concrete Block- Int InsulSystem 1 10 6 0 8 ' 00 ; i8:) fr ; ; p. • 0.8 0 6 W Exterior Concrete Block- Int InsulSystem 1 10 9.5 0 8 .. 0: • . 96O ll2 ��• . . . -0 . ... : .. 0.8 0 7 E Exterior Concrete Block- Int InsulSystem 1 10 23.3 0 8 0 186.4 ft2 0 0.8 0 8 S Exterior Concrete Block- Int InsulSystem 1 10 11 0 8 0 88.0 ft2 0 0.8 0 9 W Exterior Concrete Block- Int InsulSystem 1 10 17.6 0 8 0 140.8 ft2 0 0.8 0 10 S Exterior Concrete Block- Int InsulSystem 1 10 9.3 0 8 0 74.4 ft2 0 0 0.8 0 WINDOWS Orientation shownis the entered. ProDOsed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Wood Single (Clear) Yes 0.9 0.4 12.0 ft2 3 ft 0 in 1.2 ft 0 in None None 2 W 3 Wood Single (Clear) Yes 0.9 0.4 21.0 ft2 3 ft 0 in 1.2 ft 0 in None None 3 E 4 Wood Single (Clear) Yes 0.9 0.4 70.2 ft2 3 ft 0 in 1.2 ft 0 in None None 4 W 5 Wood Single (Clear) Yes 0.9 0.4 10.0 ft2 3 ft 0 in 1.2 ft 0 in None None 5 W 6 Wood Single (Clear) Yes 0.9 0.4 21.0 ft2 3 ft 0 in 1.2 ft 0 in None None 6 E 7 Wood Single (Clear) Yes 0.9 0.4 46.3 ft2 3 ft 0 in 1.2 ft 0 in None None 7 S 8 Wood Single (Clear) Yes 0.9 0.4 9.7 ft2 3 ft 0 in 1.2 ft 0 in None None 8 W 9 Wood Single (Clear) Yes 0.9 0.4 9.7 ft2 3 ft 0 in 1.2 ft 0 in None None 9 W 9 Wood Single (Clear) Yes 0.9 0.4 8.8 ft2 3 ft 0 in 1.2 ft 0 in None None 10 S 10 Wood Single (Clear) Yes 0.9 0.4 4.8 ft2 3 ft 0 in 1.2 ft0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 726.7 39.89 75.02 .1754 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9.5 36 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 18 32.6 kBtu/hr 978 cfm 0.75 1 sys#1 9/21/2016 3:04 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 F0RM R4n.s-gf114 . .. • .. . . . .. .. HOT WATERSYSTEM # System type *sutiType " ' Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.96 1 gal 40 gal 120 deg None . . : SOLAR HOT WATERSYSTEM . . FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None .: : : : : :.: .' ftt .. ... . . . . . . . DUCTS ---- Supply--- ---- Return---- Air CFM 25 CFM25 HVAC # \/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 System 1 6 218 ftz System 1 54.5 ft2 Default Leakage System 1 (Defaul) (Defaulo 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling[ C J Jan [ Feb [ ]Mar [ ] A r [ May [X] Jun Jul ] ] Aug Se ]Oct ]Nov jj Dec Heatin 1] Jan f X; Feb `xJ Mar [ Apr [ May [ ] Jun Jul ri Aug rIA ] Sep ] Oct J Nov j Dec Venting [ Jan [ Feb [X] Mar _] [Xr Apr [ May [ ] Jun Jul u ] Se r Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 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 9/21/2016 3:04 PM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 Building Input Summ44 PROJECT Title: Walter On 93rd Bedrooms: 1 . . . . . .. . . ; ; ; 'Andre;; ;Type: ; .. �regt Address Building Type: User Bathrooms: 3 "' ' taft ' ••• ' Owner: Charles Walter Conditioned Area: 1090 sq.ft. Block/SubDivision: # of Units: 1 Total Stories: 1 P)ptBq,4: 0 0 00 Builder Name: Worst Case: No 00 Stroej ; ; . • .94 NE 93rd St Permit Office: Rotate Angle: 0 ; ; ; r-opntQ' . ; riiami-Dade Jurisdiction: Cross Ventilation: 00' CTty, State,. "Miami Shores, Family Type: Single-family Whole House Fan: FL , 33138 New/Existing: Addition Terrain: Suburban Year Construct: 2016 Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Walter 0 0.0826 Natural Gas Therm walter 0 0.682 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None O ft O ft O ft O ft O ft O ft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft 0 ft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Blockl 1090 8720 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 System 1 1090 8720 No 4 1 Yes Yes Yes FLOORS (Total Exposed Area = 1090sq.ft.) # Floor Type Space Exposed Peri Wall Ins. R-Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace System 1 120 ft 0.6 logo ftZ 0 0 0 1 9/21/2016 3:06 PM EnergyGauge® / USRCSB v5.1 Page 1 of 6 ':' %Burddlft- g: Input Summary Report . ... . .... ....... . ROOF . .. ... .. .. . . .. . . . . .. . Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type : : : • • Materielse . ... . ... . • .. . Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 1219 ft2 0 ft2 Medium 0.96 No 0.9 No 20 26.6 •• ••• •• • • • •• ATTIC # Type • • • • Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 logo ft2 N N CEILING (Total Exposed Area = 1090sq.ft.) # Ceiling Type Space R-Value Ins. Type Area Framing Fraction Truss Type 1 Under Attic() System 1 0 Blown 1090 f12 0.11 Wood WALLS (Total Exposed Area = 987sq.ft.) Wall orientation belowis as entered. Actual orientationis modifiedby rotate an le shown in 'Project' section above. AdLacent Space p Cavity Width Height Sheathing Framing Solar Belo w # Ornt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade /a 1 W Exterior Concrete Block- Int Insul System 1 10 12.3 0 8 0 98.4 f12 0 0 0.8 0 2 N Exterior Concrete Block- Int Insul System 1 10 5.3 0 8 0 42.4 ft2 0 0.8 0 3 W Exterior Concrete Block- Int Insul System 1 10 10.2 0 8 0 81.6 ft2 0 0.8 0 4 E Exterior Concrete Block- Int Insul System 1 10 18.9 0 8 0 151.2 ft2 0 0.8 0 5 W Exterior Concrete Block- Int Insul System 1 10 6 0 8 0 48.0 ft2 0 0.8 0 6 W Exterior Concrete Block- Int Insul System 1 10 9.5 0 8 0 76.0 ft2 0 0.8 0 7 E Exterior Concrete Block- Int Insul System 1 10 23.3 0 8 0 186.4 ft2 0 0.8 0 8 S Exterior Concrete Block- Int Insul System 1 10 11 0 8 0 88.0 ft2 0 0.8 0 9 W Exterior Concrete Block- Int Insul System 1 10 17.6 0 8 0 140.8 ft2 0 0.8 0 10 S Exterior Concrete Block- Int Insul System 1 10 9.3 0 8 0 74.4 ft2 0 0 0.8 0 Total Exposed Gross Wall Area: 987 sq. ft. Total WindowArea: 213 sq. ft. Total Door Area: 0 sq. ft. Net Wall Area: 774 sq. ft. WINDOWS (Total Exposed Area = 213sq.ft.) Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 W 1 Wood Single (Clear) Yes 0.9 0.4 N 12.0 ft2 3 ft0 in 1.2 ft 0 in None None 2 W 3 Wood Single (Clear) Yes 0.9 0.4 N 21.0 ft2 3 ft0 in 1.2 ft 0 in None None 3 E 4 Wood Single (Clear) Yes 0.9 0.4 N 70.2 ft2 3 ft 0 in 1.2 ft 0 in None None 4 W 5 Wood Single (Clear) Yes 0.9 0.4 N 10.0 ft2 3 ft 0 in 1.2 ft 0 in None None 5 W 6 Wood Single (Clear) Yes 0.9 0.4 N 21.0 ft2 3 ft 0 in 1.2 ft 0 in None None 6 E 7 Wood Single (Clear) Yes 0.9 0.4 N 46.3 ft2 3 ft0 in 1.2 ft 0 in None None 7 S 8 Wood Single (Clear) Yes 0.9 0.4 N 9.7 ft2 3 ft0 in 1.2 ft 0 in None None 8 W 9 Wood Single (Clear) Yes 0.9 0.4 N 9.7 ft2 3 ft 0 in 1.2 ft 0 in None None 9 W 9 Wood Single (Clear) Yes 0.9 0.4 N 8.8 ft2 3 ft 0 in 1.2 ft 0 in None None 10 S 10 Wood Single (Clear) Yes 0.9 0.4 N 4.8 ft2 3 ft 0 in 1.2 ft 0 in None None 9/21 /2016 3:06 PM EnergyGauge® / USRCSB v5.1 Page 2 of 6 Building Input Summaihjf Rkgobri INFILTRATION 0 0 0 • . . . . . .. . . .. # Scope Method SLA CFM 50 ELA EgLA *:-AN* 1961 50• • •: • �. *Space(s) 1 Wholehouse Proposed ACH 50 .000254 726.7 39.89 75.02 .1754 5 All MASS . ......... • • •90 • . Mass Type Area Thickness Furciture:Freclon : : :•>epaw No Added Mass 0 ft2 O ft 0.3 System 1 HEATING SYSTEM # System Type Subtype Efficiency Capacity -------Geothermal HeatPump-------- Ducts Block Entry Power Volt. Curr 1 Electric Heat Pump None HSPF:9.5 36 kBtu/hr 0 0 0 s s#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit None SEER:18 32.6 kBtu/hr 978 cfm 0.75 s s#1 1 HOT WATERSYSTEM # System Type SubType Location EF Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Natural Gas Tankless Exterior 0.96 1 gal 40 gal 120 deg Standard None 76.030296076876 Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits System Type length length power Connected Flow Eff No NA NA NA NA No NA NA NA None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Eff Pumped Energy DUCTS DUCT --------- Supply-------- ---------- Return-------- Air CFM 25 CFM25 HVAC # # Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 System 1 6 218 ft2 System 1 6 54.5 ft2 Default Leakage System 1(Default Defaul 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: N Coolingj Jan [ j Feb [[ ]]Mar ( ] A r [ ] Ma [X Jun [X Jul j j [XI Au Se [ ] Oct [ j Nov [ Dec He J Jan Ventin Jan LxI Feb [xJ Mar L _]Apr Feb Mar Apr l ]May l Jun ` Jul May Jun Jul [ ]Aug Aug t ] ep L -] Qct `X r] Nov (x� Nov Dec Dec ] [ ] llX lxr l ] l ] [ ] [ ] l ] e Ixr Vct lXl [ 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 9/21/2016 3:06 PM EnergyGauge® / USRCSB v5.1 Page 3 of 6 ':' :•Bu11d1ft : Input Summary Report ... . . . . ... . . APPLIANCES & LIGHTING Appliance Schedule::IRS.2006 R*Iierence • • • • Hours Schedule Type • • . ... • • 4 • . ... 2 43 . 000 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 • • Pj • D,�3 • Q.33 • • 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr• •; ; ; ; ; FeDk Niue: 0 Watts Clothes Washer AM: -NO; • 0:084 • 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 • • PM • •0.779 ' 07698 •0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released:60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released:10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released:90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 1435 kWh/Yr Peak Value: 468 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released:90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 2874 kWh/Yr Peak Value: 527 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released:0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released:100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released:100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released:0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts REFRIGERATORS ID Type Screen Location Quantity Vol FrZ. Vol Make Model Schedule kWhPerYr 1 Default New Main 1 691 CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 Cl. washe Default Existing Roomsln 2.874000 HERS2011 328 CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Natural G 9/21/2016 3:06 PM EnergyGauge® / USRCSB v5.1 Page 4 of 6 • • ••• • • • ••• Building Input-Surnrndiq R�{��3�'It DISHWASHERS •.• •. ID Type Screen Location Capacity Vintage :Mak*e Model • Schedule kWhPerYr 1 Dishwash Energy Guide Roomsln 12 EStarRef EStarRef HERS2011 142 RANGE OVEN • • • .. •.. . • ID Type Screen Location Type Fueltype Ma:e : : : r4odti • ; Cookto; Oven 1 Ranges Default New Roomsln CooktopOven C Electric Electric FI Not Conv HARD WIRED LIGHTING ID Type Screen Location Total# Qualify# Comp FI All Other FL txtBulbtype Schedule Watts per bulb 1 2 3 Hard-Wir Hard-Wir Hard-Wir By Count- Qualif Default Default Roomsln Exterior Garage 10 8 0 8 6 4 3 8 HERS201 HERS201 HERS201 MISC ELECTRICALLOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS2011 1 9/21/2016 3:06 PM EnergyGauge® / USRCSB v5.1 Page 5 of 6 •Bulldirrg Input Summary Report APPLIANCES & LIGHTING SCHEDULES Appliance Schedule HERSE014 • • • • Hours Schedule Type • • • • y 2 • • •3 4 5 6 7 8 9 10 11 12 Occupancy peak: 400 Btu AM 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.98 0.46 0.27 0.27 0.27 % Released: 100 ,/o PJ4 P.27 . Q.2Z .. 0.27 0.27 0.33 0.61 1 1 0.93 0.93 0.93 0.93 refrig peak: OA Ant: �Glii : O: C� . • 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 % Released: 100 5/.. RU :0.95, . 0:84 �.0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: OW AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 30 % PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 E-cDry peak: OW AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 15 % PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 dWash peak: OW AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 % PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 E-rOven peak: OW AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 80 % PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 TVs peak: 176 W AM 0.1 0.05 0.05 0.05 0.1 0.2 0.4 0.45 0.4 0.2 0.1 0.1 % Released: 100 % PM 0.05 0.05 0.15 0.45 0.85 1 0.95 0.8 0.5 0.25 0.15 0.1 cFan peak: OW AM 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.25 0.25 0.25 0.25 0.25 % Released: 100 % PM 0.25 0.25 0.25 0.25 0.25 0.25 0.55 0.6 0.6 0.6 0.6 0.6 Igts-in peak: 0 W AM 0.16 0.15 0.16 0.18 0.23 0.45 0.42 0.26 0.19 0.16 0.12 0.11 % Released: 100 % PM 0.16 0.17 0.25 0.27 0.34 0.55 0.6 0.88 1 0.88 0.51 0.28 Igts-out peak: 0 W AM 1 1 1 1 1 0.75 0.75 0 0 0 0 0 % Released: 0% PM 0 0 0 0 0 0 0 0.5 0.75 0.75 0.75 1 Igts-gar peak: OW AM 0 0 0 0 0 0.5 0.75 1 0.75 0.5 0 0 % Released: 0% PM 0 0 0.5 0.5 0.75 1 0.75 0.5 0 0 0 0 MEL peak: OW AM 0.5 0.5 0.5 0.75 0.75 0.85 1 1 1 1 0.9 0.9 % Released: 90 % PM 0.9 0.9 1 1 1 1 1 1 1 0.85 0.75 0.75 W 9/21/2016 3:06 PM EnergyGauge® / USRCSB v5.1 Page 6 of 6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Florida Code 2014 Sumrriary:F�Lpo6i• Charles Walter Title: Walter On 93rd TMYCityFL_MIAMI_INTL_AP 94 NE 93rd St FLProp2014 .; �; �IQCUtil: Walter Miami Shores, FL, 33138 %3asUtil: walter Registration#: ,;. •,• ;•�• �;� •,• Run Date: Energy Uses Reference Home Proposed!H;3me *•- a -Ratio Heating 0.29 MBtu 0.�6`060`* 0.00 Cooling 13.47 MBtu 12.69 MBtu 0.94 Hot Water 0.00 MBtu 0.00 MBtu 0.00 Total 13.77 MBtu 13.05 MBtu 0.95 Building Loads Reference Home Proposed Home a -Ratio Heating 0.84 MBtu 1.04 MBtu* 1.24 Cooling 46.11 MBtu 43.44 MBtu* 0.94 Hot Water 0.00 MBtu 0.00 MBtu* 0.00 Total 46.95 MBtu 44.48 MBtu 0.95 'normalized modified loads Glass/Floor Area: 0.196 Total Proposed Modified Loads: 44.48 PASS Total Reference Loads: 46.95 9/21/2016 3:06 PM EnergyGauge® USA- RaRes2014/ Page 1 of 1 FORMR405-2014 , :0 .. 9:0 .. . .. . . .. EJ4V4G•'.Y. P.tRFORMANCE LEVEL (EPL) ,,, , , DJSPLAY CARD •:EsfiMATED* •"EP4ERGY PERFORMANCE INDEX*= 95 The lower theEnergyPerformance Index, the more efficient the home. •; •�; ; ;t .A93rd St, MiamiShores, FL, 33138 1. New constructionor existing 2. Single familyor multiple family 3. Numberof units, if multiple family 4. Numberof Bedrooms 5. Is this a worst case? 6. Conditionedfloor area (ft2) 7. Windows— Description a. U-Factor: Sgl, U=0.90 SHGC: SHGC=0.40 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Crawlspace b. N/A c. N/A Addition Single-family 1 1(0) No 1090 Area 213.48 ft2 ff ff ff Insulation R=0.0 R= R= 3.000 ft. 0.400 Area 1090.00 ft2 ff ff 9. Wall Types a• Concrete Block- Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Roof Deck (Unvented) b. N/A c. N/A 11. Ducts a. Sup: Systeml, Ret: Systeml, AH 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump Insulation R=10.0 R= R= R= Insulation R=20.0 R= R= Systeml Area 987.20 ft2 ff ff ff Area 1090.00 ft2 ff ff R ff 6 218 k Btu/IT Efficiency 32.6 SEER:18.00 k Btu/IT Efficiency 36.0 HSPF:9.50 14. Hot water systems Replacement equipment Cap: 1 gallons a. Natural Gas EF: 0.96 b. Conservation features None 15. Credits I certify that this home hascomplied with the Florida Energy Efficiency Code forBuilding Construction through the above energy saving features which will beinstalled (orexceeded) in this home before final inspection. Otherwise, a new EPL Display Cardwill becompleted based oninstalled Codecompliant features. BuilderSignature: Address of NewHome: Date: City/FL Zip: Pstat 7 iE ST,gpct 4N, . *Note: This is not aBuilding Energy Rating. If yourindex isbelow 70, yourhome mayqualify forenergyefficient mortgage (EEM)incentives if youobtain aFlorida EnergyGauge Rating. Contact theEnergyGauge Hotline at (321) 638-1492 or seetheEnergyGauge web site alenergygauge.com forinformation and a list ofcertifred Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Labelrequired bySection R303.1.3 of the FloridaBuilding Code, Energy Conservation, if not DEFAULT. 9/21/2016 3:07 PM EnergyGauge® USA- FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Rhvac - Residential & Light Commercial HVAC Loads �r��, • • • • • • E AFtware Development, Inc. RCI Engineering, Inc. 7iF ; ; ; V: : : ; Walter On 93rd Davie FL 33314 VV ' • • • • • • • • • • • Page 1 System 1 System 1 Summwy Loads ... . omponent AreaSej tt Total Sin[Description Quan L S Glaln IGSin Gain FBC: Glazing-FBC, u-value 0.9, SHGC 0.4 286.9 5,164 0 12,160 12,160 13A-10ocs: Wall -Block, board insulation only, R-10 board 862.7 1,329 0 1,574 1,574 insulation, open core, siding finish . . ... .• . •. .. 18B1-21o: Roof/Ceiling-Roof Joists Between Roof Deck 1618.8 'if&:: ::.'0:' 02,434 2,434 and Ceiling or Foam Encapsulated Roof Joists, ..�.� :.. ..' Spray Foam Insulation, White or Light Color Asphalt Shingle, Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, R-21 open cell 1 /2 lb. spray foam, 5.5 inches in 2 x 6 joist cavity, 1 inch on joist 19A-Ocp: Floor -Over enclosed crawl space, No insulation 1349 2,989 0 3,289 3,289 on exposed walls, sealed or vented space, passive, ................... no_floor _i_nsulation.,.._ca...r_et._..o...r._ha_rd...w..o....o....d.......................................................................... _.............. Subtotals for structure: 11,004 0 19,457 19,457 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 12, Summer CFM: 0 271 0 0 0 V.entilation;._Wnter_CFM:._80, Summer C.FM ._80.................................................... ......... 1,759 ......... 3,719....................... 1...,_935.......... 5,65.4- System 1 System 1 Load Totals: 13,034 4,519 22,312 26,831 Check Figures Supply CFM: 927 CFM Per Square ft.: 0.687 Square ft. of Room Area: 1,349 Square ft. Per Ton: 603 Volume (ft3) of Cond. Space: 10,792 S stem Loads Total Heating Required Including Ventilation Air: 13,034 Btuh 13.034 MBH Total Sensible Gain: 22,312 Btuh 83 % Total Latent Gain: 4,519 Btuh 17 % Total Cooling Required Including Ventilation Air: 26,831 Btuh 2.24 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. OCT 2-0 2016 ` R:\2015\1597 Walter on 93rd - Moreland\Calcs\Load\1597 LOAD 1.rh9 Wednesday, September 21, 2016, 11:39 AM FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Walter On 93rd Builder Name: Street: 94 NE 93rd St Permit Office: City, State, Zip: Miami Shores, FL, 33138 Permit Number: Owner: Charles Walter Jurisdiction: Design Location: FL, Miami 1. New construction or existing Addition 9. Wall Types(987.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concre o - Int Insul, Exterior R=10.0 987.20 ft2 b. R= ft2 3. Number of units, if multiple family 1 N/A R= ft2 4. Number of Bedroom�Bedrms In Addition) 1(0) N/A R= 9999 ft2 0. iling Types (109 sgft.) • Insulaflgrl. •'Area •. •: • 5. Is this a worst case? No a. nder Attic ed) • • R=38.0• 1010.00 ft 2 6. Conditioned floor area above grade (ft2) 10 . /A • • R=. • • • ft2 • 00006 :OOR= ft Conditioned floor area below grade (ft2 0 1. Ducts • • • R ftz••••• 7. Windows(213.5 sqft.) Description Area a. Sup: System 1, Ret: System 1.Af1'Systern 1."".6 218 ' a. U-Factor: Sgl, U=0.90 213.4 "'• "" ••;". SHGC: SHGC=0.40 b. U-Factor: N/A ft2 12. Cooling systems "'•""' ..:.. • kBtAr. • E ficiencr ..... • SHGC: a. Central Unit .. •. • • 36.0 SEER:18.50 . c. U-Factor: N/A ft2 • ' • ' * •..... SHGC: 13. Heating systems : .•. kBtu/Air Efficiency....: d. U-Factor: N/A ft2 a. Electric Heat Pump " ' 3QZ JtPF:9.7d ' SHGC: Area Weighted Average Overhang Depth: 3.000 ft. Area Weighted Average SHGC: 0.400 14. Hot water systems - Replacement equipment a. Natural Gas Tankless Cap: 1 gallons 8. Floor Types (1090.0 sgft.) Insulation Area EF: 0.960 a. Crawlspace R=0.0 1090.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 40.48 Glass/Floor Are;, PASS S BE�� Total Baseline Loads: 44.53 1. ST,1 I hereby ca�Nii_e pl rnd speFificions covered by Review of the plans and fl^�iE this calcul '�1e�(r�&olliance wit orida Energy Code. N� 41 .. specifications covered by this calculation indicates compliance ,, , ,; O� r< with the Florida Energy Code. PREPA4Dt Before construction is completed '' , 5 DATE: ^'• L 7 per____... this building will be inspected for compliance with Section 553.908 1 )� a ..._ ' y••• PLO . u �U I herebycertify that:this�tSu •� fy Ii�ijltigNa� signed, is in compliance Florida Statutes. � g cob with the Florida Energy Cbdet►t� OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: __....__ - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 12/21/2015 2:47 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Walter On 93rd Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 1090 Lot # Owner: Charles Walter Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 94 NE 93rd St Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction: Whole House Fan: City, State, Zip: Miami Shores, Family Type: Single-family FL , 33138 New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Desigrtil ocation TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, rliami . . .FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low •��•• �• •� ••••�� BLOCKS . . Number -****-Name .....• Area Volume •••f•• •••41314Ck1 1090 8720 SPACES • Number • • • Name . • Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 6atZm 1 1090 8720 No 4 1 1 Yes Yes Yes FLOORS # Floor Type Space Exposed PeriWall Ins. R-Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace System 1 120 ft 0.6 1090 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested tII ....fliTested Insul. (deg) re! 1 Gable or shed Composition shingles 1219 ft2 272 ft2 Medium 0.96 No'�b.91�*NA 0 26.6 ,�� ATTIC 00 ., S '0 # Type Ventilation Vent Ratio (1 in) . x Area „ RBS9 1 Full attic Vented 300 1090 ft2 '"� f,�J• ��CN_I CEILING �d , # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) System 1 38 1090 ft2 0.11 Wood 12/21/2015 2:47 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R4ns-gni4 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below ........ --_-#--Ornt To wall_T_ypE--.----....... Space R Value.....-Ft---An--Ft-ta Area -_R-Value....... Fracbon..._....Absor_-Grad ° _ 1 W Exterior Concrete Block - Int Insul System 1 10 12.3 0 8 0 98.4 ft2 0 0 0.8 0 2 N Exterior Concrete Block - Int Insul System 1 10 5.3 0 8 0 42.4 ft2 0 0.8 0 _ 3 W Exterior Concrete Block - Int Insul System 1 10 10.2 0 8 0 81.6 ft2 0 0.8 0 4 E Exterior Concrete Block - Int Insul System 1 10 18.9 0 8 0 151.2 ft2 0 0.8 0 5 W Exterior Concrete Block - Int Insul System 1 10 6 0 8 0 48.0 ft2 0 0.8 0 6 W Exterior Concrete Block - Int Insul System 1 10 9.5 0 8 0 76.0 ft2 0 0.8 0 7 E Exterior Concrete Block - Int Insul System 1 10 23.3 0 8 0 186.4 ft2 0 0.8 0 8 S Exterior Concrete Block - Int Insul System 1 10 11 0 8 0 88.0 ft2 0 0.8 0 9 W Exterior Concrete Block - Int Insul System 1 10 17.6 0 8 0 140.8 ft2 0 0.8 0 10 S Exterior Concrete Block - Int Insul System 1 10 9.3 0 8 0 74.4 ft2 0 0 0.8 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhp�j V # Ornt ID Frame Panes __ NFRC U-Factor SHGC Area Depth Se,p&jbn In�jF�ade 9Ct 1 W 1 Wood Single (Clear) Yes 0.9 0.4 12.0 ft2 3 ft 0 in 1 aft0.in None • Ilona 2 W 3 Wood Single (Clear) Yes 0.9 0.4 21.0 ft2 3 ft 0 in 1'21U`14 . Nbp�. ' NbiS� • 3 E 4 Wood Single (Clear) Yes 0.9 0.4 70.2 ft2 3 ft 0 in •• • '. ft. % •• • NoQe •••••• Non*e 4 W 5 Wood Single (Clear) Yes 0.9 0.4 10.0 ft2 3 ft 0 in 1:2 ft 0 i%* * N on % . Nona • 5 W 6 Wood Single (Clear) Yes 0.9 0.4 21.0 ft2 3 ft 0 in 1:2 ftQ'ra ' None ; Nppe; 6 E 7 Wood Single (Clear) Yes 0.9 0.4 46.3 ft2 3 ft 0 in 1.2 ft 0 in • �;Ae None 7 S 8 Wood Single (Clear) Yes 0.9 0.4 9.7 ft2 3 ft 0 in 1.2 ft 0 in None None 8 W 9 Wood Single (Clear) Yes 0.9 0.4 9.7 ft2 3 ft 0 in 1.2 ft 0 in None None 9 W 9 Wood Single (Clear) Yes 0.9 0.4 8.8 ft2 3 ft 0 in 1.2 ft 0 in None None 10 S 10 Wood Single (Clear) Yes 0.9 0.4 4.8 ft2 3 ft 0 in 1.2 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 726.7 39.89 75.02 .1754 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9.7 36 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 18.5 36 kBtu/hr 1050 cfm 0.75 1 sys#1 12/21/2015 2:47 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.96 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 ..System 1 6 218 ft2 System 1 54.5 ft2 Default Leakage System 1 (Default) (Default) 1 1 •••••• •••• TEMPERATURES . Nagramable thermostat: Y ...... • Ceiling Fans: •t3dtlfi� Feb [[ jj Mar 'HeatA Hip:.�X F] Mar [ ] [ ]Apr Apr May [Xj Jun X Jul May I Jun Jul Auge Aug Sep Oct Oct Nov Nov Dec Dec uarN. Jan Feb. • • • , Mar . • [X] Apr [ t May ] Jun [ Jul E t [ Au l [ Se Oct X Nov Dec jge;m. pjtat Schtgl 1pi •HERS 2QQ6 VVference Hours Set edule Type •* 0 001 2 3 4 5 6 7 8 9 10 11 12 Cdd11,�JWD) .;...; AM 18 78 78 78 78 78 78 78 80 80 80 80 . . PM. SO 80 78 78 78 78 78 78 78 78 78 78 tooling tWEH).';". Aril 078 78 78 78 78 78 78 78 78 78 78 78 . 0• 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 12/21/2015 2:47 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the EnergyPerformance Index, the more efficient the home. 94 NE 93rd St, Miami Shores, FL, 33138 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=10.0 987.20 ft2 b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1(0) d.N/A R= •..• ft2 10. Ceiling Types . . InsulafWj,..'Area ...... 5. Is this a worst case? No a. Under Attic (Vented) 00.0 ; R=38.0. 10�0.00 ft2 • • 6. Conditioned floor area (ft2) 1090 b. N/A 0 • • • R= • . . • . : ft. • 0 • c. � R- ft211. 7. Windows- Description Area Ducts Duct • � � � � • 0 R ftz • • • • a. U-Factor: Sgl, U=0.90 213.48 ft2 a. Sup: System 1, Ret: System 1.�1!i: System • • • 0 1. .6 218 SHGC: SHGC=0.40 • • • • • 000 • • • • • b. U-Factor: N/A ft2 •••••• •• • ••••• SHGC: 12. Cooling systems • • • • • • kBtu/hp • Efficiency • • • • • c. U-Factor: N/A ft2 a. Central Unit . • • . • . 36.0 SEER:18.50 • • SHGC: • • • • •••••• d. U Factor: N/A ft2 13. Heating systems 909 kBtu/hr Efficiency: •. •.: SHGC: a. Electric Heat Pump • 3G5o NSPF:9.7a • Area Weighted Average Overhang, Depth: 3.000 ft. Area Weighted Average SHGC: 0.400 8. Floor Types Insulation Area 14. Hot water systems - Replacement equipment Cap: 1 gallons a. Crawlspace R=0.0 1090.00 ft2 a. Natural Gas EF: 0.96 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: a "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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 12/21/2015 2:47 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 94 NE 93rd St Permit Number: I Miami Shores, FL, 33138 MANDATORY REQUIREMENTS See individual code sections for full details. ? 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. ? R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • a • 4R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in ...... ' • •..Acordangp with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. • • •Where rQqu?r� j by the code official, an approved third party shall inspect all components and verify compliance. ' •"•' " •''R402.4.T2 T89tfng. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air • • changesptt MCdh in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with here de ng shall be conducted by an • •. •.: : a blooveJ thir4 arty( A written report of the results of theessure of 0.2 inches w.g. (50 testshall be signed required n dby the b theoofficial, conducting tent' the test and provided o the code PP 4 Y P 9 Y party 9 P '..;.. . . pfficial. T"tigg.shall be performed at any time after creation of all penetrations of the building thermal envelope. • ; • • • • • Duing tesfiAg:" • • 1. Exterijr•4iMt?Vs and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or • • • • • • • other infikration eontrol measures; • • • • • �2: Dampew. including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended ... jnfiltratiop A6tiol measures; • �3' Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. ? R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. ? R402.4.3 Fenestration air leakage Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. ? R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ? R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ? R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ? R403.2.2 Sealing (Mandatory)U ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 12/21/2015 2:47 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. ? R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. ? R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., ? R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ? R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ? R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close4,4%possible to the storage tank. ? R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies • • • • • • 7 R403.4.4.1 Storage water heater temperature controls • • • • • • • • • • • • • • • • • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automat c temperature controls ; • • • •: capable of adjustment from the lowest to the highest acceptable temperature settings for the irggrTolet pse. TVrfit%um temperature setting range shall be from 100°F to 140°F (38°C to 60°C). •'' • "• • 00000 • R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provj :; jQjiermit tlle• pdvy2r supplLejl. • • • to electric service systems to be turned off. A separate valve shall be provided to permit the enpW supplied to the main bumer(sL • of combustion types of service water heating systems to be turned off. • • • • • • • • •••••• ? R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shah meetlthe minimum efficiencies of • Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions*ior the type of a"ipment inVaaed` Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements foWaPpropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ? R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. ? R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 12/21/2015 2:47 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ? R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. ? R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section • W03.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. •••••• •••• • • • •R403.612.laeictric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design .;.... ;.'. AquirenmLs Qp culated according to the procedure selected in Section R403.6.1. R403.6.1.2;4ro%sil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners • • • 'wall notA'98s%.than the design load calculated in accordance with Section R403.6.1. • •: •. ? R403.6.1.3 Exkacapacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an ...... %ttwiftent basis,.s'ucb as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to • prevent continuW"@ce cooling or heating within that space by one or more of the following options: •: • • .. • 1. A;eparat® cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A y&Oble capacity system sized for optimum performance during base load periods is utilized. ? R403.7 SQstLpys'serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ? R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ? R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. ') R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. ? R403.9.2 Time switches. Time switches or other control method that can automatically turn off and -on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. ? R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. ? RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. ? R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ? R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. ? R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 12/21 /2015 2:47 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Walter On 93rd Builder Name: Street: 94 NE 93rd St Permit Office: City, State, Zip: Miami Shores, FL, 33138 Permit Number: Design Location: FL, Miami Jurisdiction: Envelope Leakage Test Results Regression Data: C n: Single or Multi Point Test Data Is HOUSE PRESSURE I FLOW: Leakage Characteristics . . .... ...... • • • CFM(50): ELA: •••••• • • • . EgLA: ...• •••• ••••• • • 00000 • • . • • ACH: .• •• •• • ••••.•• ACH(50): *000•0 SLA: • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: wr 12/21/2015 2:48 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Walter On 93rd Builder Name: Street: 94 NE 93rd St Permit Office: City, State, Zip: Miami Shores, FL, 33138 Permit Number: Owner: Charles Walter Jurisdiction: Design Location: FL, Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. •••• Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the • • o insulation and any gaps in the air barrier shall be sealed. • Access openings, drop down stairs or knee wall doors to unconditioned .... .. .. ...... • attic spaces shall be sealed. •": .... .... Corners and headers shall be insulated and the junction of the foundation s • •.. • and e shall e btopsealed. .0 0 0 . ...... The julncptiotn of the plate and the to or exterior walls shall be sealed. P P 0000 • . • • • • • • • • • Exterior thermal envelope insulation for framed walls shall be installed in • ...... substantial contact and continuous alignment with the air barrier. ... • Knee walls shall be sealed. Wt Vows, 51�yl fights ar d tippts The space between window/door jambs and framing and skylights and 90.0 framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 12/21/2015 2:48 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Building Input Summary Report PROJECT Title: Walter On 93rd Bedrooms: 1 Address Type: Street Address Building Type: User Bathrooms: 3 Lot # Owner: Charles Walter Conditioned Area: 1090 sq.ft. Block/SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 94 NE 93rd St Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: City, State, Zip: Miami Shores , Family Type: Single-family Whole House Fan: FL, 33138 New/Existing: Addition Terrain: Suburban Year Construct: 2016 Shielding: Suburban Comment: CLIMATE . . .... ...... Design Design Temp Int Design Temp I-iipg, 15"Irl, Daj♦y,jgrtp Location Tmy Site 97.5 % 2.5 % Winter Summer Degni%0@0 Moistiyre liange , ..................... _.._.—.. - _...... _........... _..---. __ • ._•��.— •••• •••• • • FL, Miami FL MIAMI INTL AP 51 90 70 75 449.5 • • 56 • Low UTILITY RATES ...... .. . ..... Fuel Unit Utility Name Monthly Fit"In • $/Unit • Electricity kWh Walter 00 • ;"" 10826 Natural Gas Therm walter 0'••' ; 00000.682 Fuel Oil Gallon EnergyGauge Default 0 '•.' :1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Blockl 1090 8720 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 System 1 1090 8720 No 4 1 Yes Yes Yes FLOORS # Floor Type Space Exposed Peri Wall Ins. R-Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace System 1 120 ft 0.6 1090 ftz 0 0 0 1 12/21/2015 2:50 PM EnergyGauge® / USRFSB v4.0 Page 1 of 5 Building Input Summary Report ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1219 ft2 272 ft2 Medium 0.96 No 0.9 No 0 26.6 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1090 ft2 N N CEILING # Ceilin2elillype, Space R-Value Area Framing Fraction Truss Type Under Nit c•() . •. : System 1 38 1090 ft2 0.11 Wood • WALLS :. • •.: • Wall orientation Mow is as entered. Actual orientation is modified by rotate angle shown in "Project' section above. • • • • • edJ�G�nt • • • S ace Cavity Width Hei�ht Sheathing Framing Solar Below • • Ornt o Wa plTfiype R-Value Ft In Ft n Area R-Value Fraction Absor. Grade/a • 61, 0 • • W '.'FVgrior Cft&eIs Block - Int Insul System 1 10 12.3 0 8 0 98.4 ft2 0 0 0.8 0 2 N *Exterior Cd►lf us Flock - Int Insul System 1 10 5.3 0 8 0 42.4 ft2 0 0.8 0 �3� • • W .: •FKtarior Concrete bock - Int Insul System 1 10 10.2 0 8 0 81.6 ft2 0 0.8 0 ;'4p E •,F,4erior Ac%q. Block - Int Insul System 1 10 18.9 0 8 0 151.2 ft2 0 0.8 0 5 W • �Lfterior Concrete Block - Int Insul System 1 10 6 0 8 0 48.0 ft2 0 0.8 0 6 W Exterior Concrete Block - Int Insul System 1 10 9.5 0 8 0 76.0 ft2 0 0.8 0 7 E Exterior Concrete Block - Int Insul System 1 10 23.3 0 8 0 186.4 ft2 0 0.8 0 8 S Exterior Concrete Block - Int Insul System 1 10 11 0 8 0 88.0 ft2 0 0.8 0 9 W Exterior Concrete Block - Int Insul System 1 10 17.6 0 8 0 140.8 ft2 0 0.8 0 10 S Exterior Concrete Block - Int Insul System 1 10 9.3 0 8 0 74.4 ft2 0 0 0.8 0 WINDOWS Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 W 1 Wood Single (Clear) Yes 0.9 0.4 N 12.0 ft2 3 ft 0 in 1.2 ft 0 in , None None 2 W 3 Wood Single (Clear) Yes 0.9 0.4 N 21.0 ft2 3 ft 0 in 1.2 ft 0 in None None 3 E 4 Wood Single (Clear) Yes 0.9 0.4 N 70.2 ft2 3 ft 0 in 1.2 ft 0 in None None 4 W 5 Wood Single (Clear) Yes 0.9 0.4 N 10.0 ft2 3 ft 0 in 1.2 ft 0 in None None 5 W 6 Wood Single (Clear) Yes 0.9 0.4 N 21.0 ft2 3 ft 0 in 1.2 ft 0 in None None 6 E 7 Wood Single (Clear) Yes 0.9 0.4 N 46.3 ft2 3 ft 0 in 1.2 ft 0 in None None 7 S 8 Wood Single (Clear) Yes 0.9 0.4 N 9.7 ft2 3 ft 0 in 1.2 ft 0 in None None 8 W 9 Wood Single (Clear) Yes 0.9 0.4 N 9.7 ft2 3 ft 0 in 1.2 ft 0 in None None 9 W 9 Wood Single (Clear) Yes - 0.9 0.4 N 8.8 ft2 3 ft 0 in 1.2 ft 0 in None None 10 S 10 Wood Single (Clear) Yes 0.9 0.4 N 4.8 ft2 3 ft 0 in 1.2 ft 0 in None None 12/21/2015 2:50 PM EnergyGauge® / USRFSB v4.0 Page 2 of 5 Building Input Summary Report INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Proposed ACH 50 .000254 726.7 39.89 75.02 .1754 5 All MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 O ft 0.3 System 1 HEATING SYSTEM # System Type Subtype Efficiency Capacity -------Geothermal HeatPump-------- Ducts Block Entry Power Volt. �C8&O, 1 Electric Heat Pump None HSPF:9.7 36 kBtu/hr ' 0. : 0 .0 . s s#1 •'I COOLING SYSTEM """ # System Type Subtype Efficiency Capacity Air FjpW • • SHR. • • • %ucts • Block 1 Central Unit None SEER:18.5 36 kBtu/hr 1050 cfm 0.75 s s#1 • 1 • HOT WATER SYSTEM 004,009 • • • • • • • • # System Type SubType Location EF Cap Use Sernt 0 : . Credits .. •.:. 1 Natural Gas Tankless Exterior 0.96 1 gal 40 gal 120 e • • None • • SOLAR HOT WATER • Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Eff Pumped Energy DUCTS DUCT --------- Supply --------- ---------- Return --------- Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Number Leakage Type Handler TOT OUT QN RLF Heat Cool 1 System 1 6 218 ft2 System 1 54.5 ft2 1 Default Leakage System 1 Default Default 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: N CoolingJan HeatinX Jan jFeb Mar [ j Apr �X] Feb Mar [ ]Apr Jul May Jun Jul Ma rj Jun rl X Auge AuSep Oct Nov Oct Nov Dec DecVentin Jan ) Feb X Mar [X] A r ( Ma Jun Jul t Aug Se [X] Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 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 12/21/2015 2:50 PM EnergyGauge© / USRFSB v4.0 Page 3 of 5 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr ..•. Peak Value: 0 Watts . , , ,' AM, Q.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released:.10 . PC ',Q.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 ,%ngyaj Use: ;j,t40Nr ,..... Peak Value: 0 Watts gig ht, 9: • • Ater • • ".16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 • % Released: cM • • 0 Pyo • • 10,16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Almmeal Use: 10165kWhNr • • • • Peak Value: 468 Watts . • o Mi'sce aneous .�.. AM**: 048 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 V. Neleased: 40 PM* 0 52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 28% kWh/Yr :•:0•: Peak Value: 527 Watts cool Pupip ""' 0 AM. A 0 0 0 0 0 0 0 0 1 1 1 61 K90ased: 0... PIS '..41 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 2) Ru 4Nr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electric Electric A Not Conv HARD WIRED LIGHTING ID Type Screen Location Total# Qualify# Comp FI All Other FL txtBulbtype Schedule Watts per bulb 1 Hard-Wir By Count - Qualif Main 100 10 0 10 2 Hard-Wir Default New Exterior 12/21 /2015 2:50 PM EnergyGauge® / USRFSB v4.0 Page 4 of 5 Building Input Summary Report MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 . • •••••• •• •• •••••• • •••• •••• ••••• •••••• •• • ••••• • • • • • •••••• • • • • • • • 12/21/2015 2:50 PM EnergyGauge® / USRFSB v4.0 Page 5 of 5 Walter On 93rd HVAC Load Calculations for Charles Walter • Y sees• ••s• • • ♦•f•s •• •• sees•• • • • sees•• sees• ••••• sees •••• as • s•• *see* sees•• •fss• • •• •• •• • • • sees•• • • • • sees•• •••ss • • • • •••• • •• FFJ6 WM • • • ,�..,r.�....:. RHVACResiDEaN"A,L, HVA(:: Lc>ADs Prepared By: Dayhan Boitel RCI Eng Tuesday, December 22, 2015 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Liqht Commercial HVAC Loads Elite Software Development, Inc. RCI Engineering, Inc. Walter On 93rd rolect Report LQ-QoqEaLPcQ!§g information Project Title: Walter On 93rd Designed By: Moreland Arch Project Date: Tuesday, October 27, 2015 Client Name: Charles Walter Company Name: RCI Eng Company Representative: Dayhan Boitel Desiqn Data Reference City: Miami AP, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 11 Altitude Factor: 1.000 0 Outdoor Outdoor Outdoor Indoor Indoor G raT n*s* : * a :0000: Total Building Supply CFM: 968 CFM Per Square ft.: 0000;0 0.89." Square ft. of Room Area: 1,090 Square ft. Per Ton: Volume (ft') of Cond. Space: 8,720 Total Heating Required Including Ventilation Air: 19,608 Btuh 19.608 MBH Total Cooling Required Including Ventilation Air: 30,470 Btuh 2.54 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. 18111111010 R:\2O15\1507VVakoron03rd- 597LOAD 1.rh9 Tuesday, December 2Z.301b.5:31 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RCI Engineerinq, Inc. Walter On 93rd Davie FL 33314 Pace 3 System I System 1 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gin Gain FBC: Glazing-FBC, u-value 0.9, SHGC 0.4 213.5 3,842 0 8,740 8,740 13A-10ocs: Wall -Block, board insulation only, R-10 board 773.7 1,192 0 995 995 insulation, open core, siding finish 16A-38: Roof/Ceiling-Under Attic with Insulation on Attic 1090 566 0 2,097 2,097 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-38 insulation 19A-Ocp: Floor -Over enclosed crawl space, No insulation 1090 2,415 0 1,811 1,811 on exposed walls, sealed or vented space, passive, ....no floor,. insulation,, carpet or.hardwood SubtotalsOrgfwcture: 8,015 0 13,643 13,643 :pfdple: "" .'. 4 800 920 1,720 .tquipmer$:. '. " 0 0 0 ' Lig'I'iting: " " ": •" 0 0 0 ."work: •• •��•� 9,834 2,799 8,022 10,821 Inf:IfrationoWinTer CFM:*Q,• emmer CFM: 0 0 0 0 0 • *W1r*ter_CF(j(I:PQ. Summer CFM:.80,._ .. ......... ...._... 1 759 ......... 2.9...6..7 ......... 1 319..... ......4,286....... �Wn*tilation :. giAem 1 Ws4A 1 Load•tetels: 19,608 6,565 23,905 30,470 ('•hack Ficluces • Supfly CF!lY 968 CFM Per Square ft.: 0.888 �tquere ft. of Rogm Arm: ••• 1,090 Square ft. Per Ton: 429 Volume (4) ofCond. Space: 8,720 S stem Loads Total Heating Required Including Ventilation Air: 19,608 Btuh 19.608 MBH Total Sensible Gain: 23,905 Btuh 78 % Total Latent Gain: 6,565 Btuh 22 % Total Cooling Required Including Ventilation Air: 30,470 Btuh 2.54 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. , �f 5E8S4 Aioi N se**-.. GPQ:•GE �. •.eroAi 4 : No : • � SW= of • .0' O,c�s • 1 p•A �t; %: AR 412016 R:\2015\1597 Walter on 93rd - Moreland\Calcs\Load\l597 LOAD 1.rh9 Tuesday, December 22, 2015, 5:31 PM ®®_ 0� NMI N Iot�& Graphic Scale 20 O A) 26 20 LOCATION MAP N � (NOT TO SCALE) v TREE LEGEND NAME SCIENTIFIC DIAMETER HEIGHT CANOPY 1 LIVE OAK QUERCUS VIRGIN/ANA 24" 40' 30, 2 NORFOLK PINE ARAUCAR/A HETEROPHYLLA 18" 60' 15, 3 LIVE OAK QUERCUS VIRGIN/ANA 18" 30' 20' 4 ROYAL POINCIANAIDELONIX REGIA 14" 25' 20' 5(2)TRAVELER PALM RAVENALA MADAGASCARIENSIS 10" 12' 8' 6 ALEXANDER PALM PTYCHOSPERMA ELEGANS 6" 18' 8' 7 20)ARECA PALMS CHRYSALIDOCARPUS LUTESCENS 4" 18 15, 8 Z —BIRO- PARADISE STRELITZIA NOCOLAI 6" 15' 70' 9 pA =5 STRELITZIA NOCOLAI 5" 12' 10' 10 (IS)ARECA PALMS CHRYSALIDOCARPUS LUTESCENS 3" 18' 20' 11 (8)ARECA PALMS CHRYSALIDOCARPUS LUTESCENS 3" 18' 20' TRAVELER PALMS RAVENALA MADAGASCARENSIS 12" 25' 10' F12 13 AVOCADO PERSEA AMERICANA 36 25' 20' 14 LIVE OAK QUERCUS VIRGIN/ANA 26" 30' 20' LEGAL DESCRIPTION: Lots 1 and 2, in Block 2, "MIAMI SHORES SECTION 1 AMD" , according to the Plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of Miami Dade County, Florida. w c� N >. w� w �a�a O0P�o0,14IN®@ w z wo w I Z C < N W w H z 0 3 u ou < u •� z ....ter • � � • o••�e•b w {{ t � LL J O Ij•EN•i'3 4 w w LL- r 3 Q• • z • >-• • • j• • •• 5 ••• Cy a w zo a. • c z CI) z Y z o 0 'I LL Y tip O O m Q V C O N O V- z z w r w r w O z a a J a 0 0 0 Q LZL.I LU J w r _z IoLL, z z c i w o o z a a f ........ o u N ? z a O z z '- c o o o a w w o o a w LL LL LL LL L J L LL z z> Z LL L z L L J L z FLOOD ZONE: WITHIN ZONE: X ELEVATION: N/A COMMUNITY: 120652 PANEL No.: 0302 SUFFIX: L ORDER NO.: M-10523 FIELD BOOK: JULY 14, 2015 DATE: UPDATE: UPDATE: PROPERTY ADRESS: 94 N.E. 93rd Street Miami Shores, FL. 33138 FOR: CHARLES WALTER & DATE: 07/11/2009 MARIA PAULA GARCIA I HEREBY CERTIFY: THAT THIS DRAWING REPRESENTS THE RESULT OF A SURVEY OF THE THIS SURVEY IS NOT VALID WITHOUT THE WITHIN DESCRIBED PROPERTY AND THIS DRAWING AND SAID SURVEY WERE PREFARED BY SIGNATURE AND ORIGAAL RAISED SEAL OF A ME OR UNDER MY DIRECTION. FLORIDA LICENSED SURVEYOR AND MAPPER THERE ARE NO ENCROACHMENTS UNLESS SHOWN THEREON. NOTES: ' THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. ' EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICA-IONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. RCISO RAMIREZ ' LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. FR ONAL LAND SURVEYOR & I ' UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT AN ATTEMPED TO LOCATED FOOTINGS No. 2779 AND/OR FOUNDATIONS. STATE OF FLORIDA " NOT VISIBLE ENCROACHMENTS WERE FOUND ON THE PROPERTY, UNLESS SHOWN. ' IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. 1929 834 i SUNSET DRIVE ' BENCH MARK USED No. N-568 , WITH ELEVATION: 9.65' MIAMI FL 33143 TEL: (305) 596-0888 & (305) 596-0990 E-MAIL: atlantlmeMoeCbellsouth.net . eI ..... ..................................................................................................................................................................... ...... .. .................... ... : : : : . . . .. ..... ...'.'.'.'.'.'.'.'.'.'..':'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'....'.'.'.'.'... .: n� .... .'....06� N,E 93r _SIFT _ _ ..........._ ,� ........... .. .. ..... .... .... .... .... ............................... .................. ... ........... ... .................... .. . 20 ASPHALT PAVEMENT ...................... ..... .. .... ......... .. ....... .......................... . . 75' TOTAL RIGMT OF WA1 . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '.'.'.'.'.'.'.'.''.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' '.'... ..... ' '..'.'.'.'.'..'.'.'. :: .. . .....: .......'.'.'.'.'.' .'. . .............. ...'.'.'.'.'.'.'..'.'. '.'.'.....'..'.I W....... .. GJ ............. ......... .. .... ..'.... v V O 24' PARKWAY O.� ................... FIP 112„ y. S.. .S i . q ......... .... . NO ID.. j —'_--25.50' Y PC �..::.: : 30.0 FIP 112" NO ID. r' `: ;�.. R=25.00 \` L=39.1 7 _ a=89�46'7 ....... t CONC. ,ter, NCi l0-e/ I ' ...... • .. • `� .W1 A Y ! �0�. s WALK N D F'� ,} • • • . • 5 PORCH :'sr PLANTER ��: • • • •mil ' ,' , " "tA 20.60�� 1 •••••• 6 : P r. • 0.9 • L 11.90, 0 11.40' 6 _29.00' 1 L GARAGE , a' • .... • : • • • . L F1EV. 11.25r 45.10' 'Si ......1......... . • ``� • • •••• L.'............ L • • • • • ••• L 'a' i �� tF • • • • L Ik!.. ..' Good • ' • • • • • • LL 1 STORY REST ENCE 1 .00' 29.39' ' , • LL .,.....................'. • • •• ••••• No.94� LL ; ... ... LL f.f.E.= 13. 5 0 ........... • ^ •....• 39.21'„ ..'.'.. POOL 5.00' 16.50' „—„—.' F .... . Cc PUMP LLLLLLL �_ " LOT-2 LL LLLLL L LOT-1 \ �''�. ' ' ' ' ' \.i 9`•v o LLL LL LLLL �,�,�' L L I �. 5.00' $ .... . BLOCK-2 L1LLL BLOCK-2 �."....... . LOT-3 h .s. '.Y LLLLLLLML 15.28 L LLLLL L C[ 4. BLOCK-2 35.50 LLLLLLL 56.08 1 i. J.�.'.'.'.'.'. L �l 10'28' �� 9.50' a LLLLLLLLLL LLLLLLLLLL I Q �' LLLLLLLLLL LLLLLLLLLL AIC d LLL-LLL16LLLLLLL LLLLL --LLL . ....11.a 1 Xx3' / LLL LLLLL I LLLL LLLLLLLL r LLLLLLLLLL LLLLLLLLLL (01d i ' ... .... . L LLLLLLLL 0,�.'.. . L LLLLLLLL ", ./' I 'r �'+., ..... N V" NEW ADDITION L LLUUd tLL lV i a UNDE L LLLLLLLL CONST CTION f" L I W '•T'T'' 1 c�.i (2' WALL) L LLLLLLLci � �• v L g LLLLLLyL�LL,LL U 5 .,� � i L M POOL LLLLLLLL I W' 1h 3 ..� ........... L I LLLLLLLL I W •Q,. Y .....'.'.'.I..'.'.'.'.'.'.'.'. J L LLLLLLLL ++3.; .'.':':':':'. .'.':.:':':' J L LLLLLLLL1W L LLLLLLLL I O!•� a Q a L LLLLLLLL L LLLLLLLL 'L d L LLLLLLLL I� •< """' m / L 15.00' LLLLLLLLLLLLLLLL I• •, . 10.00' a 20.1 _ to GATE 5.0 —nv--lo--w—lo—m w—xo Dv——lo=ra=ilu—Ho-_ - no—lo—r..—w'—ne FIP 112" 5' tW(50wFENCE b'.'!-?..... ..'.'.'.'.'.'.'................. . `.' '.'.......'.� ........................�...................................................................................p U: ..... .. 1 5 .. A L L. E'.Y .......... . 9 ASPHALT PAVEMENT " ' " " LOT-21 BLOCK-2 LOT-22 BLOCK-2 LOT-23 BLOCK-2 ....................... ................... NI................... .'.'....'..'. '.'.'.'.'.'.'.'.'. ....'...'.'.' ....... ..... ..................... 5> .......... ..... ...... ... .'.'..'. '......... T .'.'.'.'.'.'.'. G G s i! t l a la u .� • 9 0 7 Y • n W 9 7 1 ' � 9 11Y 1 • �„ IG 17 I N 19 LD L 2 S>' '7 �. , • A } per° .\ n 7 9 s 7 Ic i+ -. 1• 'T • e : u ' ME aEr,d 87YM1`O t` 9 e n +al n�+s �D Lo Y :: • � rc +• ? Is Iq zo YI Lz n s $O ' 91 sr- i. LOCATION MAP N (NOT TO SCALE) 1411111h, �C- 3-/G _ G.z �• cL/t /r/ 7. N AttI1161 Graphic Scale 20r O 40 20 Yr = 2d W W H O Y J 0 U Q m _ w a = > U U O LL N 3 W V i w ®® LEGAL DESCRIPTION: 0W Lots 1 and 2, in Block 2, "MIAMI SHORES SECTION 1 AMD" , according o W z w z Z to the Plat thereof, as recorded in Plat Book 10, at Page 70, of the Public g m w o w: o Records of Miami Dade County, Florida. 9 Z 0 Z Z Z Z W ¢ j Q 0 x J W= O W E a a m U U U U U U U LL 01/17/2017 Set back survey N i O U O = 6 U s L➢ U U U U LL ad FLOOD ZONE: WITHIN ZONE: X ORDER NO.: M-10523 PROPERTYADRESS: ELEVATION: N/A FIELD BOOK: JULY 14, 2015 94 N.E. 93rd Street COMMUNITY: 120652 DATE: JANUARY 17, 2017 Miami Shores, FL. 33138 PANEL No.: 0302 UPDATE: FOR: SUFFIX: L UPDATE: CHARLES WALTER & DATE: 07/11/2009 MARIA PAULA GARCIA I HEREBY CERTIFY: THAT THIS DRAWING REPRESENTS THE RESULT OF A SURVEY OF THE THIS SURVEY IS NOT VALID WITHOUT THE WITHIN DESCRIBED PROPERTY AND THIS DRAWING AND SAID SURVEY WERE PREPARED BY SIGNATURE AND ORIGINAL RAISED SEAL OF A ME OR UNDER MY DIRECTION. FLORIDA LICEt D SURVEYOR AND MAPPER THERE ARE NO ENCROACHMENTS UNLESS SHOWN THEREON. �� \\ NOTES: * THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. " EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. NAR J.RAMIREZ * LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. PROFESSIONAL LAND SURVEYOR & " UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT AN ATTEMPED TO LOCATED FOOTINGS No. 2779 I AND/OR FOUNDATIONS. STATE OF FLORIDA " NOT VISIBLE ENCROACHMENTS WERE FOUND ON THE PROPERTY, UNLESS SHOWN. • IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. 1929 8341 SUNSET DRIVE " BENCH MARK USED No. N-568 , WITH ELEVATION: 9.65, MIAMI FL 33143 TEL: (305) 596-0888 & (305) 596-0990 E-MAIL: atlanticservice@bellsouth.net