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MC-12-0659Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: MECHANICAL JOB ADDRESS: b p [" n ,. City: Miami Shores Folio/Parcel #: ao — - Is the Building Historically Designated: Yes OWNER: Name (Fee Simple City: M i q Tenant/Lessee Name: Email: CONTRACTOR: Company County: City: State: Qualifier Name: State Certification Qr egistratiod #: Contact Phone# " e. " Q,!5' Email Z. DESIGNER: Architect `ngiii�er� 'a Value of Type of FBC Permit No., Master Permit Noa NO rnone; i !)oei Phon( Certificate of Competency #: ,ss: H �A® A-CO. �e Phones —Square/Linear Footage of Work: _ ONew ❑Revair/Renlace Submittal Fee,") ermit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Md .." Aa�_ . CCF $ CO %f C $ DBPR $ bond $ _ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The 8foreg ' ent was led fore .� The for o' g instru ent was acknowled ed before this day b day of , 20 � by who all o me or who has produced who is personally o to me or who has produced As identification and who did take an oath. NOTAR IC: Sign: 2 Print: G�PaUb��o `e� Sea�2g6' My Commission _ r• oP; �O��C APPROVED BY Plans Examiner Structural Review Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/10 /2009)(Revised 3/15/09) as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �L J -, _ t(�a an a&t ::,°Qr.� VV A E. F8440 Q My Commission Expires: * * MY COMMISSM # EE 198114 EXPIRES: June 18, 2016 A n'a, �,��~ ww Thw Budges" 8a Zoning Clerk I611AMI -DADE COUNTY 2012 LOCAL BOSINESS TAX RECEIPT 2013 FIRST -CLASS TAX COLLECTOR MUUNI-DADE COUNTY -STATE. OF FLORIDA U.S. POSTAGE 140 W. FLAGLER ST. EXPIRES SEPT. 30, 2013 PAID 1st FLOOR MUST BE DISPLAYED -AT PLACE OF BUSINESS MIAMI, FL MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER SA - ART. 9 & 10 PERMIT NO. 231 THIS IS NOT A BILL — DO NOT PAY 070374 -5 BUSINESS NAME / LOCATION MARNO AIR CONDITIONING SERVICE INC 2012 W 73 ST 33016 HIALEAH OWNER MARNO AIR CONDITIONING SVC INC Sec. Type of Business MECHANICAL CONTRACTOR PAYMENT RECEIVED MIACA -DADE COUNTY TAX COLLECTOR. 08/10/2012 60020000041 000045.00 SEE OTHER SIDE RENEWAL RECEIPT NO. 070374 -5 CC # 000013581 WORKER /S 10 DO NOT FORWARD MARNO AIR CONDITIONING SERVICE INC JUAN PEREZ FIRES 2012 W 73 ST HIALEAH FL 33016 iltlf}ttd tllf III IIIIIII IIIIIIIIIIIIIIF11tIIIttttYPttlt hoa MIAMI -DADE COUNTY TAX COLLECTOR 2012 LOCAL BUSINESS TAX RECEIPT 2013 MIAMPDADE COUNTY - STATE OF FLORIDA FIRST -CLASS U.S. POSTAGE 140 W. FLAGLER ST. EXPIRES S°EPT. 30, 2013 PAID 1st FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL MIAMI, FL 33130 PURSUANT TO COUNTY COZE CHAPTER RA - ART. 9 & 10 PERMIT NO. 231 THIS IS NOT A BILL — DO NOT PAY 182765 -9 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 182765-9 MARNO AIR CONDITIONING SVC INC STATE# CAC042630 2012 W 73 ST 33016 HIALEAH OWNER MARNO AIR CONDITIONING SVC INC WORKER /S Sec. Type of Business SIB 196ASPEEC MECHANICAL CONTRACTOR 10 BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY ZONNe° REGULATORY D DO NOT FORWARD COUNTY OR CIMES, NOR DOES IT EXEMPT THE HOLDER FROM MY OTHER MARNO AIR CONDITIONING SVC INC PERW e °v LAW J JUAN PEREZ FIRES Nor A CERTIFICATION of O HOLDER'S QUALIFICA- 2012 W 73 ST HIALEAH FL 33016 PAYMENT RECEIVED MIAII&DADE COUNTY TAX COLLECTOR: 08/10/2012 if ill jj }}}} i@@ ¢¢ jj Hill, j(�j g 60020000183 . Its lilts iltdl}}It 1111111ItIII III? a Is its IliIL I Its H ill, lbd,i 000045.00 SEE OTHER SIDE ZOPIMUJOH SOIJ93 JOARK ATIVINSMOUM3 Idaon x'vL s,sa-uisnq PXW fl-Zloz p 19,46 STATE OFTLORIDA AC# 6220299. 'L REGULATION mIktSs AND PROPESSIO BOARD DEPARTMENT 00 BI LICEN0100 STRUCTION. INDUSTRY SEQ#L12072000656 07 20/2,012* 2 112003593 . CAC042630 The CLASS A AIR CONDITIONING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 PEREZ, JUAN MARNO A/C SERVICE INC 2012 WEST 73RD STREET FL 33016 HAILE10 KEN LAWSON RICK SCOTT SECRETARY GOVERNOR DISPLAY AS REQUIRED BY LAW .. . p � .. .. Y.3'"" `" tY� "` '� �s "� ...u. -. ��Pi`u.•r4•..1�!r�+i "`r% '�5 THIS IS?TO °CERTIFY THATTHE POLICIES .OF"INSURANCE LISTED 'BELOW HAVE BEEN ISSUED TO THE INSURED:"MED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS' _ CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREINJS SUBJECTTOALL THE TEI*, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID -CLAIMS. TYPE OF INSURANCE i POUCYNUMBER POLICY EFFECTIVE- POLICY EXPIRATION Lnt DATE (MMQO1- j DATE (IWMiDOIYY) GENERAL LIABILITY GENERAL AGGREGATE a. 9.0006 1) A JIM07iCOMMERCIAL GENERAL LIABILITY # OIOSFL00005716 1/7/2013 1/7/2014 PRODUCTS- COMPIOPAGG. $ 2,000,000 LAIMS MADE 1EL� OCCUR.! _ PERSONAL & ADV, INJURY c� 11000, 1000 OWNER'S &CONTRACTOR'S PROT. EACH OCCURRENCE $ 1.000zOQO FIRE DAMAGE (Anyone Fire) $ 50,000 MED EXP (Any one person) $ LOAD AUTOMOBILE LIABILITY wwfT or DATE(MI4I/DD/YY) ANY AUTO - _ COMBINED SINGLE LIMIT Yy a 1/8/2013 PRODUCER Westland South Insurance THl$� A5I 2608 NW 97th Ave ONtY ,7OIf.I ' 3 MIAMI, FL 33172 -.. I!»3i' OR � 0110FL00001777 BODILY INJURY 1/7/2013 1/7/2014 (Per person) $ HIRED AUTOS (305)593-0600 r* NON- OWNEDAUTOS # COMPANY A GRANADA INS CO INSURED MARN AIR CONDITIONING S Ii ERVICE. = COMPANY g $RIDGEFIELD EMPLOYERS INS CO INC 2012 WEST 73RD STREET COMPANY* PROPERTY DAMAGE S, - HIALEAH FL 32016 GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT OTHER THAN AUTO ONLY.- COMPANY r I D EACH ACCIDENT, .. . p � .. .. Y.3'"" `" tY� "` '� �s "� ...u. -. ��Pi`u.•r4•..1�!r�+i "`r% '�5 THIS IS?TO °CERTIFY THATTHE POLICIES .OF"INSURANCE LISTED 'BELOW HAVE BEEN ISSUED TO THE INSURED:"MED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS' _ CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREINJS SUBJECTTOALL THE TEI*, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID -CLAIMS. TYPE OF INSURANCE i POUCYNUMBER POLICY EFFECTIVE- POLICY EXPIRATION Lnt DATE (MMQO1- j DATE (IWMiDOIYY) GENERAL LIABILITY GENERAL AGGREGATE a. 9.0006 1) A JIM07iCOMMERCIAL GENERAL LIABILITY # OIOSFL00005716 1/7/2013 1/7/2014 PRODUCTS- COMPIOPAGG. $ 2,000,000 LAIMS MADE 1EL� OCCUR.! _ PERSONAL & ADV, INJURY c� 11000, 1000 OWNER'S &CONTRACTOR'S PROT. EACH OCCURRENCE $ 1.000zOQO FIRE DAMAGE (Anyone Fire) $ 50,000 MED EXP (Any one person) $ LOAD DESCRIPTION OF OPERATIONSILOCATIONSNMCLES !SPECIAL ITEMS 2006 CHEV EXPRESS VIN9'I:GCGG25V2M7245928 MECHANICAL CONTRACTOR Miami Shores Village Bldg. Dept. SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE 10050 N , E . 2nd Avenue EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR' TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE "LEP% Miami Shores, Florida 33138 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF -ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATNE.S AUTHORED REPRESENTATIVE ° HOMERO'LAVERNIA AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ 50,000 ALL OWNED AUTOS A ® SCHEDULED AUTOS � 0110FL00001777 BODILY INJURY 1/7/2013 1/7/2014 (Per person) $ HIRED AUTOS r* NON- OWNEDAUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE S, GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT OTHER THAN AUTO ONLY.- r I EACH ACCIDENT, AGGREGATE ; EXCESS LIABILITY EACH OCCURRENCE $ 41 UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM R> $ WORKERS ON AND STATU CRY LIMITS EMPLOYERS' LL48ILITY 13 THE PROPRIETORf INCL 830.29656 EACH ACCIDENT 12/1 /2012 12/112013 $ 1,0013;000 ~11000,000 XECU OFFICERS ERSrEXECUTIVE OFFICERS ARE: EXCL DISEASE - POLICY LIMIT $ ' OISEASI~:`EACH.EMRLOYEE .;S_ 1,000.000 DESCRIPTION OF OPERATIONSILOCATIONSNMCLES !SPECIAL ITEMS 2006 CHEV EXPRESS VIN9'I:GCGG25V2M7245928 MECHANICAL CONTRACTOR Miami Shores Village Bldg. Dept. SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE 10050 N , E . 2nd Avenue EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR' TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE "LEP% Miami Shores, Florida 33138 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF -ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATNE.S AUTHORED REPRESENTATIVE ° HOMERO'LAVERNIA M CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 000013581 r s MARNO FAIR CONDITIONING SERVICE INC .4 D.B.A.. FNMA' �i�Y! 1 PE EZ JUAN Is certified under the provisions of Chapter 40 of Miami -Dade County VALID FOR -CONT RACTI.NG..UNTIJL Og►/ - 012012 9 MIAMI -DADS COUNTY PRODUCT CONTROL SEMON 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mIsinidade.gov/pera/ ing rued under the applicable rules and regulations governing the use of construction cumentation submitted has been reviewed and accepted by Miami -Dade County PERA - u ntrol Section to be used in Miami Dade County and other areas where allowed by the Authority mg 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 AEU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Soria "FD -750" Oaiswing Aluminum French Door w /Sidelites — L.M.L APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10/12/1 l,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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 entirely. 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 BuildinV��Pnd�31 ia This NOA revises NOA # 09- 102810 and consists of this page 1 and evidence. pages E -1, as . well as approval document mentioned above. . I The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 11- 1013.24 Expiration Date: Febraary 24, 2015 Approval Date: November 24, x011 Pagel 54 �1- Wl /6Cml �fo�, �C• 333 g k-f-. AVY0 I v u t14 16 Uqs A11MGIGIG v'(j(1L Afcwev g� ALP-;(---RfD W) {&- gyp. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23 /04, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test. reports on: 1) Air Infiltration Test, 2) Uniform. Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold. glazed wxttx -//16" lammatea glass. urwarea r)v Fenestration Testing Laboratory. Inc.. Test Report no. r 11,- ay4j -. aatwa UJILVIVir. signed and sealed by Julio E. Gonzalez. P.E. %�iiill.iffflm prepared by Fenestration Testing Laboratory, Test Reports No. 521M dated 02/10/05. signed and sealed by Edmundo Largaespada, P. E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 21 Uniform Static Air Pressure Test. tier FBC. TAS 202 -94 3) Water Resistance Test. Der FBC. TAS 202 -94 4) Forced. Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 alone with marked -uo drawings and installation diagram of aluminum doors of OXXO conf:gliration. Drevared by Fenestration Testing Laboratory, Test Reports No. PGT Industries NOTICE OF ACCEPTANCE:. EVIDENCE SUBMIITEE B. TESTS (corrruww) 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 aluminum doors of XXXO configuration, prepared by Fenestion Testing Laboratory, Test Reports No. FTL -4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) i t .urge Missue unnact Test per FBC, TAS 201 -94 tvcuc w ma rressure Loading per FBC, TAS 203 -94 aaneBCY -%Yiui marxea -un arawmgs and installation diagram of aluminum outswing FTL -4312. dated 09/13/04. signed and sealed by Edmundo Laraaesnada. 2) Uniform Static Air Pressure Tess, ner FBC. TAS 202 -94 1:1 f..•.Ai . . '1 alone with marked -un drawings and installation diagram of aluminum outswing ". . Anv- �_4 -J 1 —lll i-- - ._....- -J - _ -J - --s-A L..- t:J--- -._J.. i - —'sts r n ZZ&A Ponw P R ware w.. 11 e- a111 -4'3A Expiration Date: February 24, 2015 iauuaorai i.+aic. NUVIVIuiucIL . -I. *VAX I PGT Industries NOTICE OF ACCEPTANCE: LV— W_ENCE SUBMITTED C.. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC -2010 on 10/11/11, signed and sealed by A. Lynn Miller, P.E. 2.- Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE L Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). �.. MATERIAL CERTIFICATIONS I. Notice of Acceotance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite® PVB, Interlayee dated 12/24/10, expiring on 12/11/11. -far of lab comnliance. nart of the above test renorts. - °oonosal No. 08 -1891 issued by BCCO. dated January 26.2009. signed by Tshan R. rs 0% V% 161_ nA 19WAtt 191 T.. 1 _.. ..l.. P. .. .t. n "TIT% '7Slltt ilttte�vinm dlnmi�ttts» Fwonntit Tlnnt . »lCi.iai;ta... T IN T —s .A -- AIM All A anA Pvttirinrr n" !i MA /l Perez, P.E. Prodn Con of Examiner N No 11- 1013.24 Expiration Date: February 24, 2415 Approval Date: November 24, 2011 E -3 TSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) s: - NSISTING OF (1) LITE OF 8118' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT SAFLEXIKEEPSAFE MAXIMUM. NSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXrKEEFSAFE MAXIMUM. NSISTING OF (1) LITE OF 3M8' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .078 VANCEVA INTERLAYER. NSISTING OF (2) LITES OF 3118° HEAT STRENGTHENED GLASS WITH AN .078 VANCEVA INTERLAYER. )ONSISTIMG OF (1) LITE OF 3M8' TEMPERED GLASS OUTSIDE, 114" AIR SPACE AND (1) 7118' LAM[ GLASS ASSEMBLY INSIDE (3118' A,.090 PVS, 3/18' HS). )ONSIS7ING OF (1) LITE OF 3M8' TEMPERED GLASS OUTSIDE.1/4' AIR SPACE AND (1) 7118° LAMI GLASS ASSEMBLY INSIDE (3118° HS,.090 PVB. 3118' HST MNSISTING OF (1) LITE OF 3M6' TEMPERED GLASS OUTSIDE, 114- AIR SPACE AND (1) 7118' LAMI GLASS ASSEMBLY INSIDE %NCEVA. 3MW HS). XMISTING OF (1) LITE OF 8118` TEMPERED GLASS OUTSIDE, 114' AIR SPACE AND (1) 7/18• LAMI GLASS ASSEMBLY INSIDE IANCEVA. 818' HS). RES: TABLE 1, SHEET 3 SIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1311M. IGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1M4Z UM AS XX,O -R M! C C, j OF2 �CQ Wl ERE g REPRESENTS EITHER 1HE NARROW OR FULL JAMB SIDE LITE. !NT UNITS BE EITHER TWO SINGLE, 2j RS OR A DOUBLE. 2Z DOOR BOTH USING EITHER THE STANDARD OR THE LOW-RIM SI.L. THE 9SEMBLY BEAM 18 USED TO ASSEMBLE OTC AND THE ABOVE CONFIGURATIONS. ? 33113% STRESS INCREASE SHA NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. OT REQUIRED. LATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE .TERIOR WITH CONTRACTOR'S SEALANT. ST REPORTS: FTL- 4311. FTL4312. FTL-4318, FTL4827, FYt.-4Q% FTL -46 ", FTL4630, FTL4401 AND FTL -941. ISUAF&PA NW2005 FOR WOOD CONSTRUCTION ►M -2008 ALUMINUM DESIGN MANUAL 4S BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY g (HVFiZ} l Nom, F PA.BQXt� J.3 . IF= i d12 I emit NOA DRAWING MAP TOPIC SHIMT GENERAL NOTES. ». »...... 1 CONFIGURATIONS..«.» «..1 GLAZING DETAILS... «. « «. 2 OESIGN P iESSURES « »« 3 4 VERT. SECTIONS«.« «... «. 6 HOAR. SECTIONS....._ 8 PARTSLIST. « « ».. « »..« .... 7 ANCHORAGE..«. ««.. « «.....10 -1 1'A9RiFQ1' NSVl.�n •r{whA tho'�ga� 6fA Of A. LYNN 6llhhIR P E. FL P.E.# 58708 118' NOM. 3118" ANNEALED OR HEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER 3W HEAT STRENGTHENED GLASS 91 OR 92 RID ll�l'ERiOR GLAZING DETAIL G BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 71W NOM. WNW. 3118° ANNEALED OR HEAT STRENGTHENED. GLASS .078" VANCEVA INTERLAYER •3(16' HEAT STRENGTHENED GLASS 93 OR 94 EXTERIOR R GLAZING DETAIL BETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3(16° TEMPERED GUM AIR SPACQ 311 6' ANNEALED OR HEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR SAIgM KEEPSAFE MAXIMUM PVB INTERLAYER 3116° HEAT STRENGTHENED GLASS 95 OR 96 616° 3M8" TEMPERED GLASS AIRSPACE 3M6° ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3W HEAT STRENGTHENED GLASS 97 OR 98 EXTERIOR ufTRRIOR EXTERIOR A INTERIOR GLAZING DETAIL SEMNG BLOCK GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER PQ I fIDip NR.8kt74 mm i FUq 2 d 12 1 80A0.1 f - �• n. 68706 A. L1�I14II!!E� P.E FL P. #68706 Table 1. Ma)dmum Design Pressures (psi) Configuration Width On) Allowed Glass Types Height on) 79 314° A 83 314° (70) 87 314" 91314" 95 314" (85 French x 37" m AE +70.0 -W.0 +70.0 40.0 +70.0 -80.0 +70.0 •80.0 +70.0 -00.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Door XX 713 /4° (0 A,E +70.0 -00.0 +70.0 -00.0 +70.0 -80.0 +70.0 -80.0 +70.0 -M.0 CA +100.0 -100 0 I- +900.0 -100.0 +100.0 -100.0 +100.0 -100.0 I +100.0 -100.0 Felt Jamb 36 11/18° AE +70.0 . 40.0 +70.0 -00.0 +70.0 -80.0 +70.0 ' -80.0 +70.0 -00.0 CA +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 S1deIiM Narrow Jamb 3011/18° CA +100.0 -100.0 +100.0 400.0 +100.0 400.0 +100.0 -100.0 +100.0 400.0 3311/18° C,G +100.0 - 100.0 +100.0 -100.0 +100.0 400.0 +100.0 - 100.0 +97.4 -97.4 3811/18" A, 0, E, F +70.0 •80.0 +70.0 -00.0 +70.0 -80.0 +70.0 _W.0 +70.0 X80.0 CA +100.0 -100.0 +99.9 481.9 +95.3 4fii.3 +91.4 -91.4 +87.9 47.9 0,H +900.0 -100.0 +100.0 -100.0 +100.0 -100 0 +100.0 -100.0 +100 0 -100.0 B - 7118° LAMI (3116"HS,.090 PVO, 3118"HS) C - 7118° LAMI (3/1(°A,.076 VANCEVA, 3/18"15) D - 7118" LAMI (3116"FW,.075 VANCEVA, 311("HS) E - 7/8° LAMI I.G. (3/18'T, 1/4" AIR SPACE, 3118"A,.090 PVS, 3V16 "HS) F - 718" LAMI I.G. (311n 1/4° AIR SPACE, 3/18 "I•>S,.090 PVO, 3118"HS) G - 7/8" LAMI LG. (3/1n 1/4° AIR SPACE, 3118"A,.075 VANCEVA, 3 /18 "HS) H - Tff LAMI I.G. (3118"T, 114° AIR SPACE, 3/16"HS,.076 VANCEVA. 3116 "HS UPGRADE F1L- 4311, 4312, F1L 4527, 454 4529, UPGRADE FTL-4527, 4528, 4529, FTL -4311, 4312, UPGRADE FTL- 4311, 4312, FTL -4527, 4528, 4529, UPGRADE FTL -4527, 4528, 4529, OE LENGTH OVERHANG HEIGHT A 1 01INNG THE OPTIONAL LOW -RISE SILL (PART 10, SHEETS OF 14 THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM}. IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LhMITED TO+GOA PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL -$941) +r- - sue, -�'_ LYNN 4f, ' ,*i,� 98705 : iC PJ6 8 tldeA 17DA8lNHlS06@7 A"O" i0'' 9viarrsrranyaoor DEWN PRSSBURES Fcoatin? • ' C9 .` rim •,`S;'' ......`�. ue waseo o "AD T PQ�t t�9 ALUM. FRENCH DOOR a SIDE LI7ESIMPACT tS /ONA� -�,�`` ePoB PL s18!e e.rmasa at A. LYISr'��AlLI'r!, P.E. FJG SUN LT. 4/BmS FD7d) rS 3 -112 M9.11 I E I FLP.E.968709 OX OR XO 39' MAX WIDTH as' Max 11OLOAL1.2i UNITS r—i1 W4• MAX. WIIM --j �+--- 1453WMAXWIDTH— I OXCO (SHOWING EACH VERSION X XX O (FULL JAMB) 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 0 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE MEET 0. P.a BQJf !&P9 1=4 O (NARROW JAMB) NS1 4 d12 1 8M-11 w • K * � ft 05 :* &tot STATE OF ,8/0NAv- •� A. LY'AkAi 1.t, P.E. FL P.E.# 58705 / "I MAX 1ff OLD Au r—i1 W4• MAX. WIIM --j �+--- 1453WMAXWIDTH— I OXCO (SHOWING EACH VERSION X XX O (FULL JAMB) 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 0 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE MEET 0. P.a BQJf !&P9 1=4 O (NARROW JAMB) NS1 4 d12 1 8M-11 w • K * � ft 05 :* &tot STATE OF ,8/0NAv- •� A. LY'AkAi 1.t, P.E. FL P.E.# 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. OLO VERTICAL SECTION C NARROW AND FULL VERTICAL SECTION B OUTSWING HEAD g GINAL VERSION TOP Ra & e ALTERNATE VERSION TOP RAIL- VERSION BOTTOM PAL I& ls� VERTICAL SECTION D OUTSWING SILL 0llldlM m.u.uw�aa.rtwonee. PA BOX M As�. •�•••••• •w ..w .. ..... s .rw ... .ay. � P.E. MW 12 swo-i4 E FLP.E.#68M fK 7 lu\ -� OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE "°°m° O°" owu�nasm� I � ��r 1TE$ GNPACT ��510NP`�,,`' m re.wre ada dwaoea bea XL;NUMlU9kP.E. FX LT. 4/&Dd FDM 1/2 i s 1$ woo-11 E FL PER 58705 ant l P.0. WI 1879 fY�071�, PL IIQf4 FOM I NA 1 7 a 92 1 8000.11 ,rAN.Mitt �p* DOW 140 -657 all ''�FSSia��.�;``�. A. LYillii!rb P.E. FL P.E.# 68708 .092 1.T' wu .L1 3.838 —•--� Q#8006 6063 -T6 1 FRAME, HEAD, JAMB AND SIDELITE SILL I .060 Q7 #8009 6063 -T5 INSTALL PLATE 68.9 Gil I° 11 O#8003A 6063 -T6 OUT -SWING SILL 1.383 O#8004C 6063 -T6 OS SILL COVER 1 . r13M .88.9 TI+-- &0 #8056 6063-T6 UT -SWING LOW SILL 4.027— 1.01'.13 .Q� 1. O#8008 6063 -T5 DRIP CAP .074-J 7- loco 1 20 #8012 6063 -T6 STILE .075 ,� ,T ,.� 1 � �`� 8.280 --- --•'�i j••-- `—'^ --•- 4.434-- ----+j QZ2 #8013 6063 -T6 BOTTOM RAIL 21 #8014 6063 -T5 TOP RAIL 1.180 r4l :7D ..040 � I Q6 #8007 6063 -T8 SCREW COVER .0� Q23 #8017 6063 -T5 TOP SWEEP .050 797 T- 2.240 #8016 6063 -T5 24 BOTTOM SWEEP .076 T 1.998 1� tow 1.487 4.434 #8013A 6063 -T6 #6014A 6063 -T6 Q BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN P.O.Safm n MW 26 #8015 6063 -T6 ASTRAGAL IMPACT 8 or 122 1 OM11 craevow 9- .* . sFw _ ,C ,�1111111ff 0,4r lit FSSIONX A. MM" P.E. FL P.E.# 56706 A.�Jj 1+1812 —+� 742 j A78 I I 2280 .078 _. L 1 1000 2.4 38 ---� 100 27 #8021 B 6063 -T6 28 #8020A 6063 -T6 29 #8018 6063 -T5 30 #8019A6063-T6 87 #8038 6063 -T6 GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK -UP GEAR HINGE, DOOR TRUSS CLAMP .11 [.080 T 2.822 --� 81 #8028 8063 -T5 SL HEAD TRIM t 128 M #8056.6083 -T4 SUBSILL, OPTIONAL .082 �9.Bri8� 70 #8010 6063 -T6 NARROW SL JAMB 04S 1.188 .040 442 �.8 la q— .048 .437 888 ` '�"' .048 O v S EL C Q 5 (9#8024A6063-T5 TS BACBEAD SBA BEAD 7160 BEAD I G BEAD P=fd fL J4YlI fvm .128 51 1.838 O#80338 6105 -T5 FD ASS'Y BEAM l.080 82 #8029 6063 -T5 SL JAMB TRIM 112 1 0 -,12 1 8000.11 son fiLOR1ov, A LYNP3�4ULLI fit. P.E. FL P.E.# 88708 1rA ar 3•M HEAD 88 11 3 °M9V. - -HEAO &SILL 11" ATYP- ANCHOR —T ®TYP. ANCHOR CLUSTER CLUSTER 10871" 17YPICAL) (TYPICAL) 10.871" MAX. MAX. 00 DO. JAMS HT. QT ice" %w Y. QTY. 1� QTY.® 98 8X4° -(8) 10Q 98 3/4° - (8) 08 314° - (8) - O.C. A ® 98 X41- (8) 01314" - (8) 813/4" - (8) 913/4° - (8) -`-�i (2) EO. (3) EO. 91314°- (8) 87 314" - (8) 87 3/4" • (e) 87 314" - (8) j SP. TYP. SP. TYP. 87 314•- (B) 83314'-(S) 83 3/4" - (7) 83 3/4" - (8) T :79 314"- JV) 79 314° -(e) 11• 79 314° • (7) 11" 79314" - ($) 11• 314" - 11° &6 (CON E) ®DEN-L 0 (WOO ®DI'AIL C (CONCRETE SEE NOTE c� DE PAIL D cw�oi REGARDING A (SINGLE PANEL) (�lNOLA PANEL) (2 OR MORE PANELS) AWLICABLmrM ($ OR Mid PANELS) ANCHOR TYPES: ZC 'IOR TYPES: ANCHOR 'Types: OF ENCIRCLED ANCHOR S: i OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: I. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D A. ABOVE REPRESENT ANCHORING OF ANY MKIURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL l5 INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. ML 2. ANCHOR TYPES:1.114" ELOO ULTRACON 2 -114° ELCO SS4 CRETE -FLEX 3 - 012 STEEL SCREW (06) A CONCRETE SUBSTRATE USE TYPE 1 AT 1318" MIN. EMBEDMENT OR TYPE 2 AT 13/4• EMBEDMENT. 1314" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1318" MIN. EMBEDMENT. 3. §M- LE PANEL CONFIGURA (DETAIL A, CONCRETE SUBSTRATE. DETAIL S. WOOD SUBSTRATE) A HEAD AND SILL.,.. «.8° MAX. FROM FRAME CORNERS. JAMBS .... « ...............11" MAX. FROM FRAME CORNERS, 18.800" MAX O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.871" MAX. O.C. WOOD SUBSTRATE (DETAIL 131 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL.. „.0 MAX FROM FRAME CORNERS, AND AT 3 AND 8” MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4� JAMBS., «71" MAX. FROM FRAME CORNERS AND 18.800" MAX. O.C. S. TWO RAE PANEL CONFIGURATIONS; (DETAIL D. WOOD SUBSTRATE) 1 HEAD AND SILL.. «.." MAX FROM FRAME CORNERS, AND AT 3", 8", 9" AND 1r X. MA ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8) �`` ti's ytCENSF' � PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 314 ". •` `�: JAM88 ...... .. ............. I I* MAX FROM FRAME CORNERS AND 10.871° MAX O.C. = * :' No. 88709 j PgRFAYM YO ur,eee gTATEP* l' PA i WM I'�VIiBNOJiB ii % '••••• eroaw sans sm ANCHORAGESPACINQ .,'�. •.,!�toa►oP.•' ��.� to vcmaoow ALUTA+L FRENCH DOOR & SIDE UMS IMPACT ��t /��VA1u- �� �ia ymv� w mdo A I Ygi fl.eR, P.E. or tA/2m 4 . 4 PD>BD 1/4 10 a 12 81100 -11 E FL P.E.# W708 CCOMCRETEANCHOR W40 MAX (NOTE 1) NOTE B go CONCRETE ANCHOR I/4° MAX. SEE NOTE 1 NOTE 8 4 1 �E SEE ® 3 NOTE 1 t2 SEE NOTE 2 "T 114° MAX. GROUT SEE NOTE S EMBED. "3w— � F2X; SEE 1fig" f NOTE 1 MIN. D, SEE TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) ® TYPICAL SIDE LITE SILL (DIRECT TO WOOD) ]EXTERIOR INTERIOR [> (ALL HEAD i S&L SECTIONS) 114* MAX WOODANCWOR, GROUT 8EE NOTE $ N�OTEB 1T OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) •�.t. i ;.• .••...,.. ;,341(�I Iu�I�l.' ;!':r:,�;' EMBED. ® 'j'�•.�:• 1m" >LF.t.� s;. SEE® }34Ib1� }• EMBED.® '•.ii:.•,::::_:�c-Mi %;i S.r NOTE1 ® i�lfflMlid� SEE SHIM 2X FT MIN. �w°U 5 NOTE 1 SEE NOTE 3 1 1X WOOD SEE NOTE 3 114" MAX. MAX SHIM SHIM CONCRETE � J w-� Ej ANCHOR, SEE NOTE i ®CONCRETEANOHORBN NOTE 1 ®WOODANOHOR SEE NOTE ® TYPICAL DOOR & SIDE LITE HEAD Om—$h 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED ELOO 1/4' ULTRACONS OR 1/4° SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. MIN. EMBEDMENT. IW ULTRACON - 1318",114° M aWMFLD( -13/4 . 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (08) OR ELCO 1/4° SS4 CRETE- FLEX -1318° MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS ix ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED 13Y THE AUTHORITY HAVING JURISDICTION (AWU 4. FOR ATTACHMENT TO ALUM: THE MAIL SHALL BE A MIN. STRENGTH OF 6083 -T8 AND A MIN. OF 1/8' THICK. THE ALUM. STRUCTURAL. MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS MEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 8 IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. yl1i1111 LYNN OGEtueF 4 _ .58705 '0 la i1 li QQ STATE OF ROMIDIS I 01 �wr�ravlaruww: p� i__i... a . arvv°� v, ✓� wi.+av n��� Ibn A. LYNPI�fI{1iL'[.CK.,P.E. FJG 122m LT. 114 11 a 42 80IID 91 E FL P.E.# SSMS of aEXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE ,&ANCHOR 1/4 °MAX SEE NOTE 1, SHEET 11 SEE GROUT , SHEET 11 j R I�NCR�•. TYPICAL DOOR SILL (DIRECT TO CONCRETE) 4 INTERIOR KL JANE SECTIONS) EXTERIOR 15 3.4��CI Ml 1/4° m CONCRETE ANCHOR,, SEE NOTE 1, SHEET 11 1/4' MAX. GROUT. F80 NOTE 8, SHEET 11 OPTIONAL DOOR SILL (SUBSILL TO CONCRETE) WOOP I& NG 11 or 1!4° MAX �• GROUT L� e NOTE B, ^ 1. MIN SEE NOTE 3," SHEET 1�. TYPICAL DOOR SILL (DIRECT TO WOOD) SBEHEET'I.L -. OPTIONAL DOOR SILL (SUBSILL TO WOOD) EMBED. NOTE 1, CONCRETE CONCRETE ® ANCHOR, t�! ANCHOR, HEET 11� SEE NOTE 1, 1 ° SEE NOTE A ® SHEET 11 MIN. SHEET 11 CONCRETE '•• .if.:: ANCHOR. �J L • ... .. SEE NOTE 1, ® `�;} `•, ;.a' SHEET 11 aMs'Ical mll�w �M,�a y1p�. j, 4 • �..L.. /� OR 1.6 X81.'. MIN. CMU w ;, �l..���/�,�>� >�. •mot, r`. r 2XWOOD. i'f'? SE Ix D. r':r;;;.o;:' E NOTE 3. SHEET11 SEE NOTE 3, or f SHEET 114° MAX. SHIM-4 �+ - 9V MAX. 8HW:: -4 TYPICAL DOOR & SIDE LITE JAMB .aklllllll /J.. LYNN * ' NO.S8706 .0, STATE OF rah[/; Io"m woa ntaselr r PaBQ)lf$4Y I�_J'l \ "t W iiLi/� Qii�Ol�di $ice 11 $ �.a 12 c.r. a �'�" FWW t/4 t2 -12 SM11 E I FLP.E.;It68M " a RESIDENTIAL HEAT LOAD CALCULATION (per ASHRAE Handbook of Fundamentals, Chapter 22, Part III) JOB NAME: Devine Reaidence Addition AC System 1 72.00 DATE: 2/14/2012 Revised Calculation (Added Windows) 02=0113 HEAT GAIN THROUGH STRUCTURAL COMPONENTS 0.00 Area IftA21 WALLS (EXCEPT EXTERIOR PARTITIONS) 1660.00 ROOF 1680.00 FLOOR (under irrwlation, enter We' or'c arpef) 1680.00 DOORS 42.00 WALL PARTITION 0.00 HEAT GAIN THROUGH FENESTRATION AREAS GLASS TYPE: 0 SINGLE TYPE= 0.00 Area [nA2l NORTH GLASS 72.00 NORTH EAST GLASS 0.00 NORTH WEST GLASS 0.00 SOUTH EAST GLASS 0.00 SOUTH WEST GLASS 0.00 SOUTH GLASS 158.40 EAST GLASS 36.00 WEST GLASS 28.00 TOTAL GLASS AREA- 294.40 MISCELLANEOUS HEAT GAINS 8668.80 APPLIANCES Dryer - Washer 2.00 PEOPLE Enter number of people= 4.00 LIGHTS Enter heat dissipation om lights & Residential equipment [WJ= 200o.00 LINE LOSSES Enter Refrigerant Line Losses [Bluth]= 0.00 INFILTRATION 1.00 INSULATION U- Factors THROUGH GLASS, [Stuth IIA21 HEAT LOAD R -VALUE (SUA $A2 F] Temp. DW. [Fl [Bluth] 3.00 0.18 16.30 4939.15 Exbft 15.00 0.07 44.00 4928.00 Existing file 0.43 12.00 8668.80 0.59 23.60 584.81 10.00 0.08 10.00 0.00 1 DOUBLE DESIGN SOLAR HEAT GAIN HEAT LOAD THROUGH GLASS, [Stuth IIA21 gkuthl 23.00 1656.00 40.00 0.00 40.00 0.00 48.00 0.00 48.00 0.00 31.00 4910.40 56.00 2016.00 56.00 1568.00 2931.60 TOTAL SENSIBLE LOAD 43222.75 scum EXISTING SYSTEM SIZE: STON, 58,000 BTUH CAP. TOTAL HEAT LOAD= 56189.58 Bluth I MANUFACTURER: PHILCO, SEER: 12 tA a r FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method ProjectName: Devine2010Rev2 BuilderName: Street: 54 NE 102 Street Permit Office: MiamiShores City, State, Zip: Miami Shores, FL, Permit Number. Owner: Jurisdiction: 232600 Design Location: FL, Miami Beach 1. New construction or existing Existing (Projected 9. Wall Types (363.0 sqft.) Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R =5.0 363.00 ft2 b. WA R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. WA R= ft, 5. Is this a worst case? No 10.CeilingTypes (1680.0 sqft.) Insulation Area a. Under Attic (Vented) R =19.0 1680.00 ft2 6. Conditioned floor area above grade (W) 1680 b. N/A R= ft2 Conditioned floorarea belowgrade (W) 0 c. N/A R= ft2 11. Ducts R fP 7. Windows(81.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 336 a. U- Factor: Sgl, U =0.55 53.00 ft' SHGC: SHGC =0.50 b. U- Factor: Dbl, U =0.55 28.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC--0.50 a. Central Unit 68.0 SEER:16.00 c. U- Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U- Factor. WA ft2 a. Electric Baseboard 35.8 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (1680.0 sqft.) Insulation Area a. Electric Cap: 65 gallons a. Raised Floor R=0.0 1680.00 ft2 b. Conservation features EF: 0.920 b. N/A R= ft2 None c. WA R= ftz 15. Credits WHF, Pstat Glass/Floor Area: 0.048 Total Proposed Modified Loads: 34.14 c PASS Total Standard Reference Loads: 54.72 I hereby certify that the plans and specifications covered by Review of the plans and °CZE Sr this calculation are in complian Code. the Florida Energy specifications covered by this 0© °V0 calculation indicates compliance ,`'' =�0 with the Florida Energy Code. �► r�, .'° Q PREPARED-BY:- +� DATE: a C' ` Before construction is completed this building will be inspected for *3 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy. Code.' WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certlficaUon by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed In accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors tested at 25 pascals pressure difference In accordance with 403.2.2.1. is not greater than (50 cfm:Duct#1) Note: Project consists of 230 sq ft garage addition, all floor area has been used in some inputs to justify whole house a/c unit replacement and avoid program errors. 2/20/2013 3:12 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 2/20/2013 3:12 PM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Building Type: Owner: # of Units: BuilderName: Permit Office: Jurisdiction: FamilyType: New /Existing: Comment: Devine201 0 Rev2 User 1 MiamiShores 232600 Single - family Existing (Projected) Bedrooms: 3 ConditionedArea: 1680 Total Stories: 1 Worst Case: No RotateAngle: 0 CrossVentilation: No Whole House Fan: Yes Address Type: Lot# Block/SubDivision: PlatBook: Street: County: City, State, Zip: StreetAddress 54 NE 102 Street DADE Miami Shores, FL, CLIMATE J �/ Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design DailyTemp Winter Summer Degree Days Moisture Range FL, Miami Beach FL MIAMI_INTL AP 1 51 90 70 75 149.5 58 Low BLOCKS Number Name Area Volume 1 Block1 1680 13440 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1680 13440 Yes 4 3 1 Yes Yes Yes FLOORS # FloorType Space R -Value Area Tile Wood Carpet 1 Raised Floor Main 1680ft2 0 0 0 1 ROOF / �/ # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Barreltile 1820 ft= 0 ft' Medium 0.96 No 0.9 No 19 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1680 ft' N N CEILING # CellingType Space R -Value Area Framing Frac Truss Type 1 UnderAttic(Vented) Main 19 1680 ft' 0.11 Wood 2/20/2013 3:12 PM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 2/20/2013 3:12 PM EnergyGauge ® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS Adjacent Spate Cavity Width Height Sheathing Framing Solar R--Val-le Et In Et In Area Below Grade% 1 _ 2 3 4 W N E S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main 5 9 10 90 ft2 5 11.5 10 115 ft2 5 9 10 90 ft2 5 6.8 10 68 ft2 0 0.75 0 0.75 0 0.75 0 0.75 0 0 0 0 DOORS # Omt DoorType Space Storms U -Value Width Ft In Height Ft In Area 1 W Insulated Main Metal 0.460000 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / �/ # Wall Omt ID Frame Panes NFRC Overhang U- Factor SHGC Area Depth Separation IntShade Screening 1 2 3 S 4 Metal Low - ESingle Yes • N 2 Metal Low - ESingle Yes W 1 Metal Double(Tlnted) Yes 0.55 0.5 35 ft2 0 ft 0 in 0 ft 0 in 0.55 0.5 18 ft2 0 ft 0 in 0 ft 0 in 0.55 0.5 28 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds Drapestblinds Drapesiblinds None None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2203.33 120.960 227.483 0.34500 9.83630 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 ElectricBaseboard None COP: 1 35.8 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 68 kBtu/hr 2040 aftn 0.75 1 sys#1 HOT WATER SYSTEM # SystemType SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 65 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # CompanyName Collector System Model# Collector Model# Area Storage Volume FEF None None ft2 2/20/2013 3:12 PM EnergyGauge ® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 2120/2013 3:12 PM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 DUCTS V — Supply — — Return — Air Percent HVAC # # Location R -Value Area Location Area LeakageType Handier CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 336 ftz Attic 84 ft' Prop. Leak Free Main 50.4 cfm 2.47% 0.03 0.60 1 1 TEMPERATURES ProgramableThermostat: Y Ceiling Fans: Cooling HJan Jan Heating Jan Feb HFeb Feb Mar M Mar j ] Apr [ Apr [ ] May ] May X] Jun �C� Jul j Jun [ 1 JuI [X] Aug [ J Au[ X] Se J Sep [ ] Oct [ j Oct [ ] Nov [XJ Nov [ ] Dec [X] Dec Ventin Mar [X] Apr [ ] May [ ]Jun [ ]Jul [ ] Aug [ ] Se [X] Oct [X] Nov [ J Dec ThermostatSchedule: HERS 2006 Reference Hours ScheduleType 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 BO 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV HeatingSystem Run Time Cooling System None 0 0 0 0 1- Electric Baseboard 0% 1 - Central Unit 2120/2013 3:12 PM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 54 NE 102 Street PERMIT #: Miami Shores, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site - recovered energy. Off /timer switch required. Gas heaters minimum thermal efficiency--78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R -19 space permitting. 2/20/2013 3:12 PM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 62 The lower the EnergyPerformance Index, the more efficient the home. 54 NE 102 Street, Miami Shores, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U- Factor: Sgl, U =0.55 SHGC: SHGC--0.50 b. U- Factor. Dbl, U=0.55 SHGC: SHGC- -0.50 c. U- Factor. WA SHGC: d. U- Factor. N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Raised Floor b. N/A c. WA Existing (Projected 9. Wall Types Insulation Area Single - family a. Concrete Block- Int Insul, Exterior R =5.0 363.00 ft2 b. WA R= ft2 1 c. N/A R= ft2 3 d. N/A R= ft2 No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =19.0 1680.00 ft2 1680 b. N/A R= ft2 Area c. N/A R= ft2 53.00 ft2 11. Ducts R 1`12 a. Sup: Attic, Ret: Attic, AH: Main 6 336 28.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 68.0 SEER:16.00 ft2 13. Heating systems kBtu/hr Efficiency a. Electric Baseboard 35.8 COP:1.00 0.000 ft. 0.500 Insulation Area 14. Hot water systems R =0.0 1680.00 ft2 a. Electric Cap: 65 gallons R= ft2 EF: 0.92 R= ft2 b. Conservation features None 15. Credits WHF, 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: *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) 63 8-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. * *Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Building Input Summary Report 2/20/2013 3:13 PM EnergyGauge®/ USRFSB v3.0 Page 1 of 4 PROJECT Title: Devine2010Rev2 Bedrooms: 3 Address Type: StreetAddress Building Type: User Bathrooms: 0 Lot# Owner: ConditionedArea: 1680 sq.ft. Block/SubDivision: # of Units: 1 Total Stories: 1 PlatBook: BuilderName: Worst Case: No Street: 54 NE 102 Street Permit Office: MiamiShores RotateAngle: 0 County: DADE Jurisdiction: 232600 CrossVentilation: No City, State, Zip: Miami Shores, FamilyType: Single - family Whole House Fan: Yes FL, New/Existing: Existing (Projected) Terrain: Suburban YearConstruct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design DailyTemp Location TmySite 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami Beach FL MIAMI INTL AP 51 90 70 75 149.5 58 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $ /Unit Electricity kWh Old Energy Data 0 0.1165 Natural Gas Therm FloridaAverage 0 2.119 Fuel Oil Galion Florida Default 0 2.35 Propane Gallon FloridaDefault 0 2.41 SURROUNDINGS ShadeTrees Adjacent Buildings Omt 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 FLOORS # FloorType Space R -Value Area Tile Wood Carpet 1 Raised Floor Main — __e 1680ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 1820 fiz 0 fta Medium 0.96 No 0.9 No 19 22.6 2/20/2013 3:13 PM EnergyGauge®/ USRFSB v3.0 Page 1 of 4 Building Input Summary Report 2120/2013 3:13 PM EnergyGauge®/ USRFSB v3.0 Page 2 of 4 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1680 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Fraction Truss Type 1 Under Attic Q Main 19 1680 ft2 0.11 Wood WALLS Wall orientatiorrbelow is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. Adjacent # Omt To Wall Type Space Cavity Width R-Value Ft In Height Sheathing Framing Solar Below Ft In Area R-Value Fraction Absor. Grade% 1 W Exterior Concrete Block- Int Insul 2 N Exterior Concrete Block- Int Insul 3 E Exterior Concrete Block - Int Insul 4 S Exterior Concrete Block- Int Insul Main Main Main Main 5 9 5 11.5 5 9 5 6.8 10 90 ft2 0 0.75 0 10 115 ft2 0 0.75 0 10 90 ft2 0 0.75 0 10 68 ft2 0 0.75 0 DOORS # Omt DoorType Space Storms Width Height U -Value Ft In Ft In Area 1 W Insulated Main Metal 0.46 3 7 21 ft2 WINDOWS # Wall Omt ID Frame Panes NFRC U -Factor SHGC Storm Overhang Area Depth Separation IntedorShade Screening 1 2 3 S 4 Metal Low -E Single Yes N 2 Metal Low- ESingle Yes W 1 Metal Double (Tinted) Yes 0.55 0.55 0.55 0.5 N 0.5 N 0.5 N 35 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 18 ft2 Oft 0 in Oft 0 in Drapes/blinds None 28 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess 0.000500 2203.33 120.960 227.483 0.34500 9.83630 All MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 ft2 0 ft 0.3 Main HEATING SYSTEM # SystemType Subtype Efficiency Capacity Ductless Block 1 ElectricBaseboard None COP:1 35.8kBtu/hr False 1 2120/2013 3:13 PM EnergyGauge®/ USRFSB v3.0 Page 2 of 4 Building Input Summary Report 2/2012013 3:13 PM EnergyGauge®/ USRFSB v3.0 Page 3 of 4 COOLING SYSTEM # SystemType Subtype Efficiency Capacity Air Flow SHR Ductless Block 1 Central Unit Split SEER: 16 68 kBtu/hr 2040 cfm 0.75 False 1 . HOT WATER SYSTEM # SystemType SubType Location EF Cap Use SetPnt Credits 1 Electric None Main 0.92 65 gal 60 Aall 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump CollectorType Tilt Azimuth Area Loss Coef. Prod. Goff. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS DUCT Supply Return Air Percent HVAC # # Location R -Value Area Location Area Number LeakageType Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 336 fta Attic 84 fta Prop. Leak Free Main 50.4 cfm 2.47% 0.03 0.60 1 1 TEMPERATURES ProgramableThermostat: Y Ceiling Fans: N Ve ting H Jan NFeb Mar W Apr May Jun Oct Nov M X0 Jul Aug Sep Nov Dec ThermostatSchedule: HERS 2006 Reference Hours ScheduleType 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 2/2012013 3:13 PM EnergyGauge®/ USRFSB v3.0 Page 3 of 4 Building Input Summary Report 2/20/2013 3:13 PM EnergyGauge®/ USRFSB v3.0 Page 4 of 4 APPLIANCES & LIGHTING AppiianceSchedule: HERS 2006 Reference Hours ScheduleType 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 PeakValue: 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 PeakValue: 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 PeakValue: 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 PeakValue: 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: 1799 kWh/Yr PeakValue: 587 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: 2743 kWh/Yr PeakValue: 503 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 PeakValue: 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 PeakValue: 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: 775 kWh/Yr PeakValue: 106 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 PeakValue: 0 Watts MECHANICAL VENTILATION Type SupplyCFM ExhaustCFM HRV Fan Run Time HeatingSystem Cooling System None 0 0 0 OW 0% 1- Electric Baseboard 1 -Central Unit BLOCKS Number Name Area Volume 1 Block1 1680 13440 13440 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 1680 13440 Yes 4 3 Yes Yes Yes 2/20/2013 3:13 PM EnergyGauge®/ USRFSB v3.0 Page 4 of 4 RECEIVE Rick Scott j JUL 17 Governor '�-n Claudia Devine 54 NE 102 St Miami, FL 33138 FLORIDA DEPARTMEW OF IMALT John H. Armstrong, MD State Surgeon General July 05, 2012 RE: Contingency Letter Application Document No: AP 1073488 Centrax Permit Number: 13- SC- 1412811 OSTDS Number: 54 NE 102 St Miami, FL 33138 Lot:5 -6 Block. 11 Dear Applicant: Subdivision: Miami Shores Sec 1 Amd This will acknowledge receipt of an application dated 05/30/2012 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. This permit is granted for the conversion of the garage to a new kitchen area. There will be no increase in sewage flow or characteristics and no impact on the unobstructed area. ********"***********APPROVED********************* If you have any questions on this matter, please call our office at (305) 623 -3500. Enclosures cc: Sincerely, AAstrid Edwards, Engineer Specialist II Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500 . Fax: (305) 623 -3645. http: / /www.MyFloridaEH.com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 12 -658 Job Name: August 1, 2012 Page 1 of 1 Building Critique Sheet 2nd 1,/Z,Provide energy calculations for added living space. The plans submitted are designed under the wrong code. The correct code is the 2010 FBC with ASCE 7 -10, 175 mph wind speed, exposure C. ) Provide wind load design criteria for all altered /new windows and doors. Include calculations. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets ad include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Permit No: 12-658 Job Name: April 20, 2012 Miami shores Village Building Department ' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Ji)Building Critique Sheet The plans indicate that the laundry room is "existing" but the Village has no record of the garage being enclosed. Provide energy calculations for added living space. Provide approval from Miami Dade County Health Dept. (DOH /HRS)for added living space. Provide receipt from Miami Dade County Planning and Zoning for impact fees. �) The plans submitted are designed under the wrong code. The correct code is the 2010 / FBC with ASCE 7 -10, 175 mph wind speed, exposure C. he roof design loads are incorrect. ; Provide calculations for the removal of the masonry tearing walls and new support, including calculations for loads at altered beam. &$ The architectural plans legends are incorrect and incomplete. Some items identified are 1 not on the schedule and some are wrong. The structural notes are not for this project. Remove notes notpertaining to this job. 0) Provide design wind loads and wind load design criteria for all altered /new windows and doors. Include calculations. ' 11) Provide product approvals for all new /altered windows or doors. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 PIECEWED JUL 17 r12 Mick colt Gov ero�, c� a Claudia Devine 54 NE 102 St Miami, FL 33138 FLORIDA DEPARTMffiVT OF l 3iJL 1 John H. Armstrong, MD State Surgeon General July 05, 2012 RE: Contingency Letter Application Document No: API 073488 Centrax Permit Number. 13 -SC- 1412811 OSTDS Number 54 NE 102 St Miami, FL 33138 Lot:5 -6 Block: 11 Dear Applicant: Subdivision: Miami Shores Sec 1 Amd This will acknowledge receipt of an application dated 05/30/2012 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. This permit is granted for the conversion of the garage to a new kitchen area. There will be no increase in sewage flow or characteristics and no impact on the unobstructed area. * ** * * * *** 9 ** *** ******APPROVED If you have any questions on this matter, please call our office at (305) 623 -3500. Enclosures cc: Sincerely, Astrid Edwards, Engineer Specialist II Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500. Fax: (305) 623 -3645 . http: / /WWW.MyFloridaEH.com