The URL can be used to link to this page

RC-17-1482 (3)Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: REMOVE EXISTING CARPORT AND CONSTRUCT 2 STORY ADDITION OF A BEDROOM, MUDROOM, POWDER ROOM AND PANTRY. REPAIR AND REPLACE ELECTRICAL, PLUMBING, HVAC AND ROOF AT THE HOME . NEW SEPTIC SYSTE AS PER HRS APPROVAL. UPDATE KITCHEN AND BATHROOMS. REPAIR DETACH STRCUTURE AND CREATE COVEREI BBQ AREAAS PER PLANS. Permit Type Owner Subdivision/Project Construction Type V -B Square Footage Location 10007 NE 4 AVE Miami Shores, FL Building (Residential) JOHN & CRISTINA BUTLER 3,996.00 Bldg. Permit No. RC -6-17-1482 Contractor IMBURGIA CONSTRUCTION SERVICES, INC. Date Issued 07/10/2019 Occupancy Single Family Type Flood Zone X If the building is located in a special flood hazard area documentation of the as -built lowest floor elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliancy with the various ordinances of the jurisdiction regulating building construction or use. r y Building Officials Approval Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE MAP O NORTH SCALE: 1"=20' N 06 BOUNDARY SURVEY mm mZ C m 35.0 I C) OAK TREE ONE STORY 4=1.4' 3.8' CBS RES # 10007 0 I.k 4 V1. S=20 0 9+H T. = 40' FF=10.90 25.00' OAK TREE 0=1.6' 9 S=20' s+ HT.=40' QO OO r h 0ti4 O Ii t4 4.-S_+ 10' ASPHALT PAVEMENT ALLEY jN0 c a Ikali 17 ONE STORY CBS FF=8.95 p.4..h': 44.' 4. `'-.h4-5 IR 1/2" 50.00') 4 AC = AIR CONDITIONER PAD 4 4 4 4 4 4 A 4 H 4.' i A- OO 4. 4.. 5 . h . 4 4 LIGHT POLE LOT 19 `W .4h .•4 A . 4 .. . . 5 ti. A 4 `•h SPA BLOCK 90•, ..y ':. ` :4 •. 2.40 COL = COLUMN D.E. = DRAINAGE EASEMENT Q = SEWER MANHOLE IRON FENCE 14 J'. o FIR 1/2 EASEMENT NO CAP S 19.0' rn 4._ 3.8' 1.30 ti FIR = FOUND IRON ROD (NO ID) L FN = FOUND NAIL (NO ID) A A SURVEYOR'S CERTIFICATE: y C) o TRANSFORMER PAD oo a 9R+ L.E. = LANDSCAPE EASEMENT N 25.00' r M) = MEASURED SURVEY SHALL BEAR THE OAJ Q . MDCR = MIAMI-DADE COUNTY RECORDS 4.1' D 10 D 9.0' 0 m w 3.8' mm mZ C m 35.0 I C) OAK TREE ONE STORY 4=1.4' 3.8' CBS RES # 10007 0 I.k 4 V1. S=20 0 9+H T. = 40' FF=10.90 25.00' OAK TREE 0=1.6' 9 S=20' s+ HT.=40' QO OO r h 0ti4 O Ii t4 4.-S_+ 10' ASPHALT PAVEMENT ALLEY jN0 c a Ikali 17 ONE STORY CBS FF=8.95 LAC AC 0 N O0 50.00') s G DEPT 061 i`.Q DEPT CT TO ( 9 i AN n( DATE 7-2f7x- CE WI CH ALL FEDERAL 1 Y HULES AN1 Rr LOT 14 BLOCK 90 50.00') T 9' F OAK TREE i 0=2.0' S=20' z_ HT.=40' LOT 15 BLOCK 90 50.00') 92 25.0' p.4..h': 44.' 4. `'-.h4-5 F-' 4. A= ARC DISTANCE 4 AC = AIR CONDITIONER PAD LOT 16 BCR = BROWARD COUNTY RECORDS FIRE HYDRANT BLDG = BUILDING 4.' i A- OO 4. 4.. 5 . h . 4 4 LIGHT POLE 9.4 .. 4 .. . . 5 ti. A 4 `•h SPA X 2.40 COL = COLUMN D.E. = DRAINAGE EASEMENT Q = SEWER MANHOLE IRON FENCE D.M.E. = DRAINAGE & MAINTENANCE o FIR 1/2 EASEMENT NO CAP D/W = DRIVEWAY EB = ELECTRIC BOX ENC. = ENCROACHMENT EP = EDGE OF PAVEMENT EW = EDGE OF WATER OVERHEAD UTILITY WIRE 3.8' 1.30 POOL ti FIR = FOUND IRON ROD (NO ID) FN = FOUND NAIL (NO ID) SURVEYOR'S CERTIFICATE: FPL = FLORIDA POWER & LIGHT I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS TRANSFORMER PAD RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET L.E. = LANDSCAPE EASEMENT 7 ' L.M.E. = LAKE MAINTENANCE EASEMENT AUTHENTIC COPIES OF THIS M) = MEASURED SURVEY SHALL BEAR THE OAJ MDCR = MIAMI-DADE COUNTY RECORDS ORIGINAL SIGNATURE AND 12.0' 4.: 45.2'.. SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945 10.6, .4 P) = PLAT PB = PLAT BOOK 4 q.. PC= POINT OF CURVATURE h PCP = PERMANENT CONTROL POINT ti ;h . PE = POOL EQUIPMENT PAD AC 4:7.4 LAC AC 0 N O0 50.00') s G DEPT 061 i`.Q DEPT CT TO ( 9 i AN n( DATE 7-2f7x- CE WI CH ALL FEDERAL 1 Y HULES AN1 Rr LOT 14 BLOCK 90 50.00') T 9' F OAK TREE i 0=2.0' S=20' z_ HT.=40' LOT 15 BLOCK 90 50.00') 92 N90000'00"W 125.15' h 4 4, 4` r. 5' SWK4, 0 19' ASPHALT PAVEMENT q BOB:N90°00'00"W 900TH STREET 75' RNV(PLAT) CERTIFICATE OF AUTHORIZATION N LB -8023 Survey Pros, Inc. 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 Tel: 305.767.6802 www.survay-pros.com LOCATION MAP: NOT TO SCALE al I I„ I I 17 1' 17';oW 1 .I NE 101 Ell 10 9 6 7 14 5 4 3 2 r l 6 o W 17 )819x02112xIJlA W< z hNE 100TH ST O IOxD4^ fir' 1 yll 10 9 0 7 4 5 1 I7 2 " k PROPERTY ADDRESS: 10007 NE 4TH AVENUE, MIAMI SHORES, FL. 33138 LEGAL DESCRIPTION: LOTS 13, 14, 15, BLOCK 90, OF AMENDED PLAT OF MIAMI 0S SECTION NO. 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PL/s- BO0 j5, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE 9OUNTY) FLORIDA. **be a FLOOD ZONE INFORMATIt". ; • • • * • • + • • BASED ON THE FLOOD INSURANCE *WOE* WAP OF THE FjEDERAL EMFfGENCY MANAGEMENT AGENCY REVISED ON 09/1"14ND INDEX MAP REVISED ON THE GRAPHICALLY DEPICTED BUILDING(7) SHOWNsON THIS•M•AP 0P JURVEY IS! WITHIN ZONE X BASE FLOOD ELEVATIONI/A &SIOAITY NAME Q A"ER MIAMI J61wW*glr 120652 MAP & PANEL NUMBER 1208660301=VF•FIX L • • • 20006 SURVEYOR'S NOTES: ; • • • • • 1. ELEVATIONS WHEN SHOWN REFER 10 1929 *ATIONAL•GEODEjC VERTIC4 PJ;4 NGVD 1929). 0 • • • • • 2. NO ATTEMPT WAS MADE TO LOCFQE F0.0%GS/FOUNbATIONS, OR UNDERGROUND UTILITIES UNLESS OTHERWISE NOTED. • • s • • 0 • 3. THE LANDS SHOWN HEREON HAV NOT t3EEN A`TR L IN REGARDS TO MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EAS&A IJT•S, RIGHTS OF WAYS, RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN. 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF THIS FIRM. LEGEND ABBREVIATIONS: wV N = WATER VALVE A= ARC DISTANCE AC = AIR CONDITIONER PAD LOT 16 BCR = BROWARD COUNTY RECORDS FIRE HYDRANT BLDG = BUILDING BLOCK 90 BM - BENCH MARK REVISION(S): BOB - BASIS OF BEARINGS LIGHT POLE CBS = CONCRETE BLOCK & STUCCO FIR 1/2" C) - CALCULATED C&G = CURB & GUTTER UTILITY POLE CLF = CHAIN LINK FENCE 2.40 COL = COLUMN D.E. = DRAINAGE EASEMENT Q = SEWER MANHOLE IRON FENCE D.M.E. = DRAINAGE & MAINTENANCE o FIR 1/2 EASEMENT NO CAP D/W = DRIVEWAY EB = ELECTRIC BOX ENC. = ENCROACHMENT EP = EDGE OF PAVEMENT EW = EDGE OF WATER OVERHEAD UTILITY WIRE 1.30 FDH = FOUND DRILL HOLE FF = FINISHED FLOOR ELEVATION RIP = FOUND IRON PIPE (NO ID) LLLLLL LL LLL LLLLLL FIR = FOUND IRON ROD (NO ID) FN = FOUND NAIL (NO ID) SURVEYOR'S CERTIFICATE: FPL = FLORIDA POWER & LIGHT I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS TRANSFORMER PAD RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT AUTHENTIC COPIES OF THIS M) = MEASURED SURVEY SHALL BEAR THE OAJ MDCR = MIAMI-DADE COUNTY RECORDS ORIGINAL SIGNATURE AND MH = MAN HOLE ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER ML = MONUMENT LINE SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945 P) = PLAT PB = PLAT BOOK PC= POINT OF CURVATURE PCP = PERMANENT CONTROL POINT PE = POOL EQUIPMENT PAD PG - PAGE PI= POINT OF INTERSECTION PL = PLANTER POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE O PRM = PERMANENT REFERENCE MONUMENT PT = POINT OF TANGENCY N R = RADIUS DISTANCE O R) = RECORD R/W = RIGHT-OF-WAY O RES = RESIDENCE O SIP = SIP _13#8023 SND = SET NAIL & DISK LB#8023 rTI STL = SURVEY TIE LINE SWK = SIDEWALK TYP) = TYPICAL UB = UTILITY BOX U.E. = UTILITY EASEMENT C) W/F = WOOD FENCE O N90000'00"W 125.15' h 4 4, 4` r. 5' SWK4, 0 19' ASPHALT PAVEMENT q BOB:N90°00'00"W 900TH STREET 75' RNV(PLAT) CERTIFICATE OF AUTHORIZATION N LB -8023 Survey Pros, Inc. 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 Tel: 305.767.6802 www.survay-pros.com LOCATION MAP: NOT TO SCALE al I I„ I I 17 1' 17';oW 1 .I NE 101 Ell 10 9 6 7 14 5 4 3 2 r l 6 o W 17 )819x02112xIJlA W< z hNE 100TH ST O IOxD4^ fir' 1 yll 10 9 0 7 4 5 1 I7 2 " k PROPERTY ADDRESS: 10007 NE 4TH AVENUE, MIAMI SHORES, FL. 33138 LEGAL DESCRIPTION: LOTS 13, 14, 15, BLOCK 90, OF AMENDED PLAT OF MIAMI 0S SECTION NO. 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PL/s- BO0 j5, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE 9OUNTY) FLORIDA. **be a FLOOD ZONE INFORMATIt". ; • • • * • • + • • BASED ON THE FLOOD INSURANCE *WOE* WAP OF THE FjEDERAL EMFfGENCY MANAGEMENT AGENCY REVISED ON 09/1"14ND INDEX MAP REVISED ON THE GRAPHICALLY DEPICTED BUILDING(7) SHOWNsON THIS•M•AP 0P JURVEY IS! WITHIN ZONE X BASE FLOOD ELEVATIONI/A &SIOAITY NAME Q A"ER MIAMI J61wW*glr 120652 MAP & PANEL NUMBER 1208660301=VF•FIX L • • • 20006 SURVEYOR'S NOTES: ; • • • • • 1. ELEVATIONS WHEN SHOWN REFER 10 1929 *ATIONAL•GEODEjC VERTIC4 PJ;4 NGVD 1929). 0 • • • • • 2. NO ATTEMPT WAS MADE TO LOCFQE F0.0%GS/FOUNbATIONS, OR UNDERGROUND UTILITIES UNLESS OTHERWISE NOTED. • • s • • 0 • 3. THE LANDS SHOWN HEREON HAV NOT t3EEN A`TR L IN REGARDS TO MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EAS&A IJT•S, RIGHTS OF WAYS, RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN. 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF THIS FIRM. SYMBOLS: 5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023. wV N = WATER VALVE OT = TELEPHONE RISER 6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL LOT 16 CABLE TV RISER FIRE HYDRANT DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. BLOCK 90 WATER METER REVISION(S): 7. FENCE OWNERSHIP IS NOT DETERMINED. LIGHT POLE 06/21/19 - UPDATED SURVEY, JOB#19064234 FIR 1/2" 8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE X 0.00 =ELEVATION UTILITY POLE OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF 2.40 00') = ORIGINAL LOT DISTANCE THE SIGNING PARTY(IES). Q = SEWER MANHOLE IRON FENCE 0 = CENTRAL ANGLE 9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE E3-- = WOOD FENCE CHAIN LINK FENCE CENTER LINE 100TH STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00"E. DATE OF FIELD WORK: 01/19/17 JOBt 17012032 DRAWN BY. NICK CAD FILE: BUTLER SHEET 1 OF 1 wV N = WATER VALVE CERTIFIED TO: Wj = CURB INLET CHRISTINA BUTLER FIRE HYDRANT Y REVISION(S): LIGHT POLE 06/21/19 - UPDATED SURVEY, JOB#19064234 FIR 1/2" E] = CATCH BASIN NO CAP UTILITY POLE 2.40 QD = DRAINAGE MANHOLE Q = SEWER MANHOLE IRON FENCE r y E3-- = WOOD FENCE CHAIN LINK FENCE OVERHEAD UTILITY WIRE LLLLLL LL LLL LLLLLL ASPHALT CONCRETE PAVERS TILES COVER SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. SEALAUTHENTICCOPIESOFTHIS SURVEY SHALL BEAR THE OAJORIGINALSIGNATUREAND RAISED SEAL OF THE NICOLAS DEL VENTO ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945 DATE OF FIELD WORK: 01/19/17 JOBt 17012032 DRAWN BY. NICK CAD FILE: BUTLER SHEET 1 OF 1 OF BOUND Y SURVEY tile ma3 dieLu s Va' N J J 0 10' ASFHALT PAVEMENT f , o 3 p FIR 1/2" 7• , ALLEY Ln ..... ., .. ......... .. ..... Iri 0 NO CAP 17.9' N 6.8' ONE STORY CBS FF=8.95 r N4.t--- 5 F .. D i 9.0' C 3.8' S m zm C m 35.0 oONE STORY 4: ,A O OAK TREE 4, 4 bL.Al0=1.4' 3.8' CBS 4r '' 'i '' SPA ':.y .. RES # 10007 H T. = 40 y . y u 5 c 25.00' a . 4` OAK TREE 0=1.6' s 4 S=20' s+ H T. = 40' k q 0 --;3 et9LO Q 00, op ti 4 Oo „ 44 4 _ 24.85 FF=10.90 ( POOL b 7 0 12.0' m16.6, _ : f,., 22.3, kicCb - j r AC + AC 19 O N 50.00') 4 O Ln I TO Cr OO LOT 14 BLOCK 90 50.00') 50.00') 1.30' 03 10.9' 9 0 I V, 0 N m OAK TREE Ln 0=2.0' O ts S=20' O HT.=40' LOT 16 BLOCK LOT 15 BLOCK 90 92 FIR 1/2 0.00') NO CAP 2.40' N90°00'00"W 125.15' S JD COL'S Ii E.S AND RE:;ULATION.1S 1 ASPHALT PAVEMENT 9 A0 - VE 700TH STREET 75' RM(PLAT) 9 BOB:N90°00'00"W O Ln 11 LId-vw" ABBREVIATIONS A= ARC DISTANCE AC = AIR CONDITIONER PAD BCR = BROWARD COUNTY RECORDS BLDG = BUILDING BM = BENCH MARK BOB = BASIS OF BEARINGS CBS = CONCRETE BLOCK & STUCCO C) - CALCULATED C&G CURB & GUTTER CLF - CHAIN LINK FENCE COL = COLUMN D.E. DRAINAGE EASEMENT D.M.E. = DRAINAGE & MAINTENANCE EASEMENT D/W = DRIVEWAY EB = ELECTRIC BOX ENC. - ENCROACHMENT EP = EDGE OF PAVEMENT EW = EDGE OF WATER FDH = FOUND DRILL HOLE FF = FINISHED FLOOR ELEVATION FIP = FOUND IRON PIPE (NO ID) FIR = FOUND IRON ROD (NO ID) FN = FOUND NAIL (NO ID) FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT M) = MEASURED MDCR = MIAMI-DADE COUNTY RECORDS MH = MAN HOLE ML = MONUMENT LINE P) = PLAT PB - PLAT BOOK PC = POINT OF CURVATURE PCP = PERMANENT CONTROL POINT PE = POOL EQUIPMENT PAD PG = PAGE PI= POINT OF INTERSECTION PL = PLANTER POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE MONUMENT PT = POINT OF TANGENCY R = RADIUS DISTANCE R) = RECORD R/W = RIGHT-OF-WAY RES = RESIDENCE SIP = SIP LB#8023 SND = SET NAIL & DISK LB#8023 STL = SURVEY TIE LINE SWK = SIDEWALK TYR) = TYPICAL UB = UTILITY BOX U.E. = UTILITY EASEMENT W/F = WOOD FENCE SYMBOLS: T = TELEPHONE RISER CABLE TV RISER 0 = WATER METER X 0.00 = ELEVATION 00') = ORIGINAL LOT DISTANCE A = CENTRAL ANGLE CENTER LINE WV X = WATER VALVE Wj = CURB INLET H`b = FIRE HYDRANT Y LIGHT POLE CATCH BASIN UTILITY POLE Qp = DRAINAGE MANHOLE Q = SEWER MANHOLE IRON FENCE a = WOOD FENCE CHAIN LINK FENCE OVERHEAD UTILITY LL_L_l..l.l WIRE F71 zLLL. L I ASPHALT CONCRETE PAVERS TILES COVER CERTIFICATE OF AUTHORIZATION # L1-8023 Survey Pros, Inc. 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 Tel: 305.767.6802 www. survey-prots _com LOCATION MAP: NOT TO SCALE aol •-- 'o NE 101 12 It 10 9 D 7 I4S 4 3 2- G W` o IG 17 18 19 20 21 2z 2J 2A ',,, n 14 co' 8 SNE 100TH 5T' yn los a •7 a S 4 l z z M i PC ` PROPERTY ADDRESS: ' 10007 NE 4TH AVENUE, MIAMI SHORES, FL. 33138 LEGAL DESCRIPTION: LOTS 13, 14, 15, BLOCK 90, OF AMENDED PLAT OF MIAMI SHORES SECTION NO. 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. • • • • FLOOD ZONE INFORMATION • 0 • • • • • BASED ON THE FLOOD INSURANCE • AAP OF THE FEDERAL EMFWGEJY.* MANAGEMENT AGENCY REVISED ON 09,4Wf9b" INDEX MAP !WISED ON 09/11/09 THE GRAPHICALLY DEPICTED BUILDING(S),VJV14 ON THIS MAP OF SURVEY IS 4jWV6j jlj ZONE X BASE FLOOD ELEVATION N/A*COMMUN6TY NAME., ?AM6RIM AMI SHORES 120652 MAP & PANEL NUMBER 12086CCA02090JFFIX L 0000 SURVEYOR'S NOTES: • • • • '• • 1. ELEVATIONS WHEN SHOWN REFER -011'21 4NATIONAL GEODETIC VERTICAL DAJAI NGVD 1929). 2. NO ATTEMPT WAS MADE TO LOCATE FOOT] NGS/FOU I jVu J S,• OR UND"RICk Z* UTILITIES UNLESS OTHERWISE NOTED. • • 3. THE LANDS SHOWN HEREON HME WT "BEEN ABSTRACTED IN RE(:\FD _ t: MATTERS OF INTEREST BY OTHER PARTIPS, Sl1CH AS E•SEMW46S, RIGHTS j)tiVVAA • RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHtWNR • 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO•TRE*PARTY(IES) INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF THIS FIRM. 5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023. 6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. 7. FENCE OWNERSHIP IS NOT DETERMINED. 8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY(IES). 9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE 100TH STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00"E. CERTIFIED TO: CHRISTINA BUTLER REVISION(S): 06/21/19 - UPDATED SURVEY, JOB#19064234 SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. AUTHENTIC COPIES OF THIS SEAL SURVEY SHALL BEAR THE ORIGINAL SIGNATURE AND RAISED SEAL OF THE NICOLAS DEL VENTO ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945 DATE OF FIELD WORK: 01/19/17 JOB//: 17012032 DRAWN BY. NICK CAD FILE: BUTLER SHEET 1 OF i 35.00'.:' FIR 1/2" 50.00') 4 5 t w:... LOT 13 4 4i a _.y..a -: s.. BLOCK90`.'.,':. LlLuy1 0 5''• a .: i 4 i r s y LLLLLLLLLLLI 4. L LLLLLLLLLI a 5 L LLLLLLLLLI L LLLLLLLLLI v. L LLLLLLLLLI 19.0' L LLLLLLLLLILLLLLLLLLLLILLLLLLLLLLLI Z LLLLLLLLLLLI 61 L LLLLLLLLLI L LLLLLLLLLI C)A9 It LLLLLLLLLI L LLLLL" L I, LL)7.31 No 25.00' L o_ D 17.9' N 6.8' ONE STORY CBS FF=8.95 r N4.t--- 5 F .. D i 9.0' C 3.8' S m zm C m 35.0 oONE STORY 4: ,A O OAK TREE 4, 4 bL.Al0=1.4' 3.8' CBS 4r '' 'i '' SPA ':.y .. RES # 10007 H T. = 40 y . y u 5 c 25.00' a . 4` OAK TREE 0=1.6' s 4 S=20' s+ H T. = 40' k q 0 --;3 et9LO Q 00, op ti 4 Oo „ 44 4 _ 24.85 FF=10.90 ( POOL b 7 0 12.0' m16.6, _ : f,., 22.3, kic Cb - j r AC + AC 19 O N 50.00') 4 O Ln I TO Cr OO LOT 14 BLOCK 90 50.00') 50.00') 1.30' 03 10.9' 9 0 I V, 0 N m OAK TREE Ln 0=2.0' O ts S=20' O HT.=40' LOT 16 BLOCK LOT 15 BLOCK 90 92 FIR 1/2 0.00') NO CAP 2.40' N90°00'00"W 125.15' S JD COL'S Ii E.S AND RE:;ULATION.1S 1 ASPHALT PAVEMENT 9 A0 - VE 700TH STREET 75' RM(PLAT) 9 BOB:N90°00'00"W O Ln 11 LId-vw" ABBREVIATIONS A= ARC DISTANCE AC = AIR CONDITIONER PAD BCR = BROWARD COUNTY RECORDS BLDG = BUILDING BM = BENCH MARK BOB = BASIS OF BEARINGS CBS = CONCRETE BLOCK & STUCCO C) - CALCULATED C&G CURB & GUTTER CLF - CHAIN LINK FENCE COL = COLUMN D.E. DRAINAGE EASEMENT D.M.E. = DRAINAGE & MAINTENANCE EASEMENT D/W = DRIVEWAY EB = ELECTRIC BOX ENC. - ENCROACHMENT EP = EDGE OF PAVEMENT EW = EDGE OF WATER FDH = FOUND DRILL HOLE FF = FINISHED FLOOR ELEVATION FIP = FOUND IRON PIPE (NO ID) FIR = FOUND IRON ROD (NO ID) FN = FOUND NAIL (NO ID) FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT M) = MEASURED MDCR = MIAMI-DADE COUNTY RECORDS MH = MAN HOLE ML = MONUMENT LINE P) = PLAT PB - PLAT BOOK PC = POINT OF CURVATURE PCP = PERMANENT CONTROL POINT PE = POOL EQUIPMENT PAD PG = PAGE PI= POINT OF INTERSECTION PL = PLANTER POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRC = POINT OF REVERSE CURVATURE PRM = PERMANENT REFERENCE MONUMENT PT = POINT OF TANGENCY R = RADIUS DISTANCE R) = RECORD R/W = RIGHT-OF-WAY RES = RESIDENCE SIP = SIP LB#8023 SND = SET NAIL & DISK LB#8023 STL = SURVEY TIE LINE SWK = SIDEWALK TYR) = TYPICAL UB = UTILITY BOX U.E. = UTILITY EASEMENT W/F = WOOD FENCE SYMBOLS: T = TELEPHONE RISER CABLE TV RISER 0 = WATER METER X 0.00 = ELEVATION 00') = ORIGINAL LOT DISTANCE A = CENTRAL ANGLE CENTER LINE WV X = WATER VALVE Wj = CURB INLET H`b = FIRE HYDRANT Y LIGHT POLE CATCH BASIN UTILITY POLE Qp = DRAINAGE MANHOLE Q = SEWER MANHOLE IRON FENCE a = WOOD FENCE CHAIN LINK FENCE OVERHEAD UTILITY LL_L_l..l.l WIRE F71 zLLL. L I ASPHALT CONCRETE PAVERS TILES COVER CERTIFICATE OF AUTHORIZATION # L1-8023 Survey Pros, Inc. 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 Tel: 305.767.6802 www. survey-prots _com LOCATION MAP: NOT TO SCALE aol •-- 'o NE 101 12 It 10 9 D 7 I4S 4 3 2- G W` o IG 17 18 19 20 21 2z 2J 2A ',,, n 14 co' 8 SNE 100TH 5T' yn los a •7 a S 4 l z z M i PC ` PROPERTY ADDRESS: ' 10007 NE 4TH AVENUE, MIAMI SHORES, FL. 33138 LEGAL DESCRIPTION: LOTS 13, 14, 15, BLOCK 90, OF AMENDED PLAT OF MIAMI SHORES SECTION NO. 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. • • • • FLOOD ZONE INFORMATION • 0 • • • • • BASED ON THE FLOOD INSURANCE • AAP OF THE FEDERAL EMFWGEJY.* MANAGEMENT AGENCY REVISED ON 09,4Wf9b" INDEX MAP !WISED ON 09/11/09 THE GRAPHICALLY DEPICTED BUILDING(S),VJV14 ON THIS MAP OF SURVEY IS 4jWV6j jlj ZONE X BASE FLOOD ELEVATION N/A*COMMUN6TY NAME., ?AM6RIM AMI SHORES 120652 MAP & PANEL NUMBER 12086CCA02090JFFIX L 0000 SURVEYOR'S NOTES: • • • • '• • 1. ELEVATIONS WHEN SHOWN REFER -011'21 4NATIONAL GEODETIC VERTICAL DAJAI NGVD 1929). 2. NO ATTEMPT WAS MADE TO LOCATE FOOT] NGS/FOU I jVu J S,• OR UND"RICk Z* UTILITIES UNLESS OTHERWISE NOTED. • • 3. THE LANDS SHOWN HEREON HME WT "BEEN ABSTRACTED IN RE(:\FD _ t: MATTERS OF INTEREST BY OTHER PARTIPS, Sl1CH AS E•SEMW46S, RIGHTS j)tiVVAA • RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHtWNR • 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO•TRE*PARTY(IES) INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF THIS FIRM. 5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023. 6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. 7. FENCE OWNERSHIP IS NOT DETERMINED. 8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY(IES). 9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE 100TH STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00"E. CERTIFIED TO: CHRISTINA BUTLER REVISION(S): 06/21/19 - UPDATED SURVEY, JOB#19064234 SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. AUTHENTIC COPIES OF THIS SEAL SURVEY SHALL BEAR THE ORIGINAL SIGNATURE AND RAISED SEAL OF THE NICOLAS DEL VENTO ATTESTING REGISTERED PROFESSIONAL SURVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF FLORIDA LIC. # 6945 DATE OF FIELD WORK: 01/19/17 JOB//: 17012032 DRAWN BY. NICK CAD FILE: BUTLER SHEET 1 OF i F 4035 S.W. 98 Avenue, Miami Florida 33165 CFS P.O. Box 650213 Miami, FL 33165-0213 Tel. OI. (305) 5521 0141 / 11 3800782 92843 U' 8F FAX (305) 227-1797 ? Web Page: www.alflexexterminators.com / Email: alflex@bellsouth.net CONFIRMATION OF COMPLETION OF NATIVE SUBTERRANEAN TERMITE PRETREATMENT AND CERTIFICATE OF COMPLIANCE Purchaser: IMBURGIA CONSTRUCTION SERVICES Address 12555 BISCAYNE BLVD/N MIAMI, FL Phone (305) 525-5707 Number of Structure(s) to be treated : ONE Square Footage: 650 Gallons Used: 65 Linear Footage : 100 Gallons Used: 40 Permit #: Date Initial Treatment : 3/6/2018 10:00 AM Date of Completion Technician: MAURICIO 6/22/2019 8:00 AM Address of Treated Premises RESIDENTIAL Lot- 0 Block- 0 10007 NE 4 AVENUE/ MIAMI SHORES, FL Product Used : DOMINION 2L IMIDACLOPRID ( 0.05 ) AI -Flex Exterminators hereby confirms that the structures described above have received a complete treatment for the prevention of NATIVE SUBTERRANEAN TERMITE infestation. Treatment has been made in accordance with the rules and laws as establishedby the Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was aann;unnmmr,;w completed upon final grade. AkFlex's limited warranty is presently in full force and effect. WARRANTY EXCLUDES FORMOSAN & ASIAN TERMITES) Lz Ur Sede . k AI -Flex Exterminators, Inc. by President Dated: 6/21/2019 This is not valid without a Company Seal 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 Miami, FL 33165-0213 Tel. (305)552-0141 / 1-800 782-9284 FAX (305) 227-1797 Web Page: www.alflexexterminators.com / Email: alflex@bellsouth.net CONFIRMATION OF COMPLETION OF NATIVE SUBTERRANEAN TERMITE PRETREATMENT AND CERTIFICATE OF COMPLIANCE Purchaser: Address of Treated Premises IMBURGIA CONSTRUCTION SERVICES RESIDENTIAL Address 12555 BISCAYNE BLVD/N MIAMI, FL Lot- 0 Block- 0 Phone (305) 525-5707 10007 NE 4 AVENUE/ MIAMI SHORES, FL Number of Structure(s) to be treated : ONE Product Used Square Footage : 650 Gallons Used: 65 DOMINION 2L Linear Footage : 100 Gallons Used: 40 IMIDACLOPRID ( 0.05 ) Permit #: Date Initial Treatment : 3/6/2018 10:00 AM Date of Completion : 6/22/2019 8:00 AM Technician: MAURICIO AI -Flex Exterminators hereby confirms that the structures described above have received a complete treatment for the prevention of NATIVE SUBTERRANEAN TERMITE infestation. Treatment has been made in accordance with the rules and laws as establishedby the Florida Department of Agriculture and Consumer Services. Exterior perimeter1fpe mment was N41\N completed upon final grade. AI -Flex's limited warranty is presently in full force and effect. MI WARRANTY EXCLUDES FORMOSAN &ASIAN TERMITES) KIfO Q0R'4I;N Z 1978 AI -Flex Exterminators, Inc. by Corp President Dated: 6/21/2019 This is not valid without a Company Seal Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Name: J ` Fax: (305) 756.8972 Permit # Email: '1-J)U15 q phone11t7 CERTIFICATE OF OCCUPANCYICOMPLETION CHECK LIST Auilding permit card. 2_ Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. Certificate of Soil Treatment (Final treatment -original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) Backflow preventor certificate (Required on commercial projects only) Declaration of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO r —Emergency -CO--( Ithotrt2-4-Hrs-Processing) AdditionaF-fee-is-$30:00.----------- Temporary CO (Up to 90 days max) $75.00. Residential CO $150.00 Residential CC $50.00 Commercial CO and CC $200.00 r Miami Shores Village _ NED Building Department APR 12 10i 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 UNIFORM MUNICIPAL TCO/TCC INSPECTION REPORTING FORM Master Permit No. , LJ ("Z Miami -Dade County from Municipality: { U Municipal Permit No. (MBLD): Job Address: I aao F u Av6 Unit: Project Name: Qualifier's Nametows ur I Qualifier's Phone J,, v' Email: Owner's Name. Owner's Phone' Email:% IJJIN C This Uniform Municipal TCO/TCC Inspection Reporting Form is used to gather trade approvals for Temporary Ce rtl Ic f Occupancy (TCO) or Completion (TCC). Once validated by the Municipal Building Department personnel, the form must be present at the job site for the field inspectors. When all approvals have been obtained, take the signed form back to the Municipal Building Department for TCO/TCC issuance. OForm Validated by /Svvi &_4A_ Bldg Dept Personnel: Print Name LL_ Signature Date: L 2All "Required" TCO/TCC inspections indicated below must be signed "Approved" before certificate issuance Req'd. Trade Inspector's Approval Name Signa bre D to Comments Building f Electrical Fire 0"" Mechanical 0- Plumbing Gr/ , r e. / Fc l -yr -2.:7i' Public Works Zoning' e Other lin S Important Note: The TCO/TCC is not valid and building and/or.space may not be occupied unless signed by the Building Official. Occupying the building and/or space without obtaining a TCO/TCC issued by the Municipal Building Department is prohibited and is in violation of the Florida Building Code Section 110.3. Building Official's Approval: Date: 1"TCO/TCC Extension TCC/TCO Duration: Conditions of TCO/TCC: If Master Permit expires, the TCO/TCC will automatically be revoked and the space must be vacated. A TCO/TCC may be revoked if any action by the contractor, owner or tenant creates any code violation affecting the proper occupancy of the area. Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violation, civil violation and/or disconnection of utility services. Other conditions: 04/09D I.OSFBOA Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 UNIFORM MUNICIPAL TCO/TCC INSPECTION REPORTING FORM Master Permit No.; / J , j ( Miami -Dade County from Municipality: {'' ! [ Municipal Permit No. (MBLD): Job Address: CO `'1 14V6 Unit: Project Name:&fb-C Qualifier's Name: ws ur( Qualifier's PhoneA') 7_9 6 : l Email: 0i V4 Owner's Name. V1 I CdiOwner's Phone:`3•ggO,'Nj7 Email: _ This Uniform Municipal TCO/TCC Inspection Reporting Form is used to gather trade approvals for Temporary Certificate of Occupancy (TCO) or Completion (TCC). Once validated by the Municipal Building Department personnel, the form must be present at the job site for the field inspectors. When all approvals have been obtained, take the signed form back to the Municipal Building Department for TCO/TCC issuance. 0 Form Validated by /Sm (,'kk t.k-+'t' Bldg Dept Personnel: Print Name Signature Date: L 2All "Required" TCO/TCC inspections indicated below must be signed "Approved" before certificate issuance Req'd. Trade Inspector's Name Approval Signature Date Comments Building Electrical Fire 21" Mechanical 0— Plumbing Public Works Zoning Other Important Note: The TCO/TCC is not valid and building and/or.space may not be occupied unless signed by the Building Official. Occupying the building and/or space without obtaining a TCO/TCC issued by the Municipal Building Department is prohibited and is in violation of the Florida Building Code Section 110.3. 0 Building Official's Approval: 01 A TCO/TCC Extension Conditions of TCO/TCC: TCC/TCO Duration: Date: If Master Permit expires, the TCO/TCC will automatically be revoked and the space must be vacated. A TCO/TCC may be revoked if any action by the contractor, owner or tenant creates any code violation affecting the proper occupancy of the area. Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violation, civil violation and/or disconnection of utility services. Other conditions: 04/09D I.OSFBOA Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 Website: www.miamishoresvillage.com TEMPORARY CERTIFICATE OF OCCUPANCY APPLICATION (T.C.0) Please be advised that the TCO expiration date is based on conditions from Miami -Dade County Fire Dept. Date: Folio#: 11 - Master Building Permit #: Square Footage of Space: Miami -Dade Municipal Process#: Miami -Dade Municipal Permit#: Contracting Company: Owner/Tenant: Lot: Block: Subdivision: Street Address: Signature of applicant verifies the above information is true and correct. The Temporary Certificate of Occupancy is issued to the above named for building at the above location only upon the express provisions that the applicant will be able by and comply with all conditions of the Zoning ordinances and all ordinances of Miami Shores Village and/or Florida Building Code pertaining to erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment, and the plumbing work has been inspected and approved. Print Name of Applicant or Qualifier Signature of Applicant or Qualifier FOR OFFICE USE ONLY TCO Number: Fee: Expiration Date: Technology Fee: Approved Use for Occupancy: Total: Remarks: Building Official/Designee: Inspections: Zoning Yes/No Plumbing Yes/No Building Yes/No Fire Sprinkler Yes/No Electrical Yes/No Fire Yes/No Mechanical Yes/No 12555 Biscayne Blvd #888 North Miami, FL 33181 305-940-6957 / 305-675-3983 CGC #011061 Mr. Ismael Naranjo Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Dear Mr. Naranjo, Please find this letter as our request for a TCO/TCC for the residence of: John and Cristina Butler 10007 NE 4th Ave, Miami Shores, FL 33138 Permit # RC 17-1482 To date the home's detached is not finished and thus we are unable to close out our permit. The home's detached was being used for storage of construction materials while completion of the main home was underway as a container would not fit on the property. The specific area for the requested TCO/TCC is the main home for a duration of 60 days. We hereby hold harmless and release Miami Shores Village Building Department and Miami -Dade Fire Department from any liability that may arise during the use of designated areas in the aforementioned facility while under the limitation of the Temporary Certificate of Occupancy. We hereby certify that all means of egress shall be kept clear and accessible and that all like safety systems will be maintained and operable at all times while the building is being occupied. Upon the review of this request please contact Louis Imburgia (305) 525-5707 to inform i ultslly VA, 4urgia Qualifier/Owner Imburgia Construction Services, Inc. 12555 Biscavne Blvd #888 North Miami. Florida 4/12/ 2019AMRIJRG 1APR121019 CONSTRUCTION SERVICES, INC STATE CERTIFIED GENERAL & ENGINEERING CONTRACTORS 12555 Biscayne Blvd #888 North Miami, FL 33181 305-940-6957 / 305-675-3983 CGC #011061 Mr. Ismael Naranjo Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Dear Mr. Naranjo, Please find this letter as our request for a TCO/TCC for the residence of: John and Cristina Butler 10007 NE 4th Ave, Miami Shores, FL 33138 Permit # RC 17-1482 To date the home's detached is not finished and thus we are unable to close out our permit. The home's detached was being used for storage of construction materials while completion of the main home was underway as a container would not fit on the property. The specific area for the requested TCO/TCC is the main home for a duration of 60 days. We hereby hold harmless and release Miami Shores Village Building Department and Miami -Dade Fire Department from any liability that may arise during the use of designated areas in the aforementioned facility while under the limitation of the Temporary Certificate of Occupancy. We hereby certify that all means of egress shall be kept clear and accessible and that all like safety systems will be maintained and operable at all times while the building is being occupied. Upon the review of this request please contact Louis Imburgia (305) 525-5707 to inform i ultslly VA, 4urgia Qualifier/Owner Imburgia Construction Services, Inc. 12555 Biscavne Blvd #888 North Miami. Florida 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 / Miami Florida 33165-0213 Tel. (305)552-0141 / 1-800 782-9284 FAX (305) 227-1797 WEB PAGE: www.al-flex.com / E -Mail: al-flex@bellsouth.net J'C Jss t-rl.7/ Partial Treatment Notice Project Name: Lot Block Model: Service order by:// 2&i .iii' dtvj__ Date: %® Time: <- Produ t Use%zo/7valoi? .L Number of Gallons applied : o Area Treated : &W ! Tamp: Stage of Treatment : Horizontal/Interior Vertical 0mr- 0 /V _6 ,44O C N? 16163 Property Address: 0w eV,045 FL Permit #: It- Applicator:a Chemical Used•_.,L w&) active ingredient) Percent Concentration: Linear feet Treated : W1,11oli This is not valid without a company seal The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract, AI -Flex will, provide purchaser with fir•:......., written confirmation that the treatment is completed and the associated limited warranty..is-in full"force and,effect. The limited warranty shall not be considered to be in effect until all required payment has,been•made.cP LL rucThisformisforinspectionorconstructiondrawpurposesonly. The perimeter of the above stt e. / must be -treated at final grade accordance with pesticide label and Florida Statue. Warranty and treatment certification will be issued'_ upon,completion of final treatment., This form should not be accepted as proof of complete treatment for Certificate of Occupancy,or Closing.\ NOTICE TO BUILDER: It is the responsibility of the builder to notify AL -Flex Exterminators should treatment be required for patios, driveways and entryways. AI -Flex Exterminators must be notified at final grade of structure so final treatment can be completed warranty issued, and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY 71316 Miami Shores Village r MAR 018 Building Department PV: G 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 BUILDING Master Permit No. ' )c n-. 487 PERMIT APPLICATION Sub Permit No. BUILDING ELECTRIC ROOFING REVISION EXTENSION RENEWAL PLUMBING MECHANICAL F-] PUBLIC WORKS CHANGE OF CANCELLATION XSHOP 600 E 4VA Al C CONTRACTOR DRAWINGS JOB ADDRESS: + City: `Miami Sh res A County: Miami Dade Zip: Folio/Parcel#: ` Is the Building Historically Des' nated' Y NO Occupancy Type: Load: Construction Type. CMjJ` Flood Zone: BFE: FFE: OWNER: Name (Fee Simple it holder ' " *4 OiftA N Phone( Address: M J , I` _'j E - City: MIAMI 5 kq . State: Tenant/Lessee Name: p {{ 141(A Email: 0— ` '` F b v 9 CONTRACTOR: Company Nam Address: City: 1 1 S1 c kC S Stat' Qualifier Name: L-.UkAi .l J • (v ` It - State Certificgj eK or Registration #: Mac. t91 DESIGNER Ad r: t Value of Work for this Permit: $ VV W. Type of Work: Addition Alteration Description of Work: p: e#: 05) 1qO-614 Certificate of Competency #: h A^'MA/ Phone ^ 2 / I City: `' IPM State: Zi(p: J3 L Square/Linear Footage of Work: .\7G-4 New Repair/Replace Demolition Specify color of color thru tile: t - - Y • - Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ G) Radon Fee $ ` DBPR $ Notary $ Technology Fee $ (Training/Education Fee $ Double Fee $ Structural Reviews $ Q `C` / Bond $ TOTAL FEE NOW DUE $ Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City NI 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. + 4 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 fort he fir spection which occurs seven (7) days after the building permit is issued. In We absence of such posted notice, the inspection will of be appro and reinspection fee will be charged. Signatu Signature OWNER or AGENT C NTRACTOR 611 The foregoing instrument was acknowledged before me this day of20 1 by Zu-L" who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: li/-11 Jj Seal: The foregoing instru day of._ vv`-bi as me or who has produced who is personally known to identification and who did take an oath. as NOTARY PUBLIC: Print: 0,A4-11 Z'r Seal: H'vn;'•• CATHERINE A.DUFFIN CATHERINE A. DUFFINNotdryPublic - State of Florida s%*>i.'YYxI'I 11i*StaXSAf#hdiidA** *************** y; v; My Comm. Expires May 14, 2021; Commission q GG 104296rrN Hundcd Through National Notary Assn. r ua li f!? r+ MY Comm, Expires May 4296 1 APPROVED B Plans Examiner bontkdlhrougnnaennelNolaryasm. Zoning Structural Review Revised02/24/2014) Clerk RUSS Re: 18B32: BUTLER Site Information: - Project Customer: IMBURGIA CONSTRUCTION Lot/Block: Site Name: 10007 NE 4TH AVE Site Address: MIAMI SHORES St: FL Zip: Fort Dallas Truss Company, LLC. 7035 SW 44th ST Miami, FL 33155 Tel: (305) 667-6797 Fax: (305) 667-0592 Job Name: BUTLER RESIDENCE Subdivision : 0000 0 00 000 000000 000.0: • 0000.. 060.0. • General Truss Engineering Criteria & Design Loads (Individual Truss Desigzo oo wing0 s Sbow : 000 • • Special Loading Conditions): 00:00: .. 6.0.0 • 00 .. • • • Design Code: FBC2014/TP12007 Design Program: 8.13 Nov 13 2017 Roof Load: 55.0 psf 6 10 0 r Load: 6 • 655. 0 psA • • •: • Wind CodeASCE7-10 C -C for members and forces & MWFRS for reactions Wind Speed: 175 mph 0 0 0 , • 0.0 0 0 0 0. 0 0 0 0 This package includes 13 individual, dated Truss Design Drawings and 0 Additiosial brawings.. ;0.00: With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and th6is•iVex sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# 1 03/16/18 CR A0027537 2 03/16/18 H1 A0027539 3 03/16/18 H2 A0027540 4 03/16/18 HG1 A0027541 5 03/16/18 J1 A0027542 6 03/16/18 J3 A0027543 7 03/16/18 J5 A0027544 8 03/16/18 T1 A0027545 9 03/16/18 V12 A0027546 10 03/16/18 V16 1A0027547 11 03/16/18 V4 A0027548 12 03/16/18 V8 A0027549 13 03/16/18 FT1 A0027538 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters by Arch. or ENG of Record using MiTek 20/20 software. r Truss Design Engineer's Name: Jose'Martinez, P.E. 24 E 5th ST, Hialeah, FL 33010 (Florida PE# 031509) NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty for the truss components shown. rMAR 1 6 71119 JOM(30516 P.E. Consul' OiUSt;ucturai e 0 0 6797 Florida P.E. 031509) Page 1 of 1 Engineers Name Date r:i... int. —.. 1rcnfirfiihFvanr, . S !' 1. waic.-da. raid a s f7 yV'`/1 t ne't l,;.iPe }fi',(y'i Eql ;0 011^. jiB DUiU!)C1ly PUS S3t7S1 Jaij}U yy8 yC 2c.• 2111 'atiG^ol i ?li; n• Y. , fo1T;,1v.:as00 f.0 o: npaaaatE pLej saaic n uyruvd,t-su o s ass4aoad ua;Tsoy y ,. a1{} n, -I Na>8laaln0 PUS p'aUlairil0, aq 0: SUa13UaUa1p :iot ayr' tit,Ut7QSa.i SI lUaU i LilGO Z taul iou yyot;s 1 ra<.y ny y;>ads s .o Si inlet "'1 4' ItA 0 ,,,gLLjaSSL' US 10 PAalcl t}a 171111()c! Pd1 ?01!liulU00 ILt; GAG!!* 0 Aha!flE11 SILI). [iul.np S i1iFs'ap :CtS al UO a'uiU fdaif,a 'SJO!..c011106!.S-3 pUa aus!d 8.{'L. A0 sW a,aeaiuo0 epi GAG!!* tau at auinoor u01101u1sUOJ ,u4 uy L1<;A t oy sw!r;t =y sl o+ vaa0 sju' lejauaa aa¢ F.yuo n mama] syu imr ao.!euasajUaa ---- eH+ pur, Ideouoa u tsap ar7l ,.: s)W,gjj 3tji (: fLlat fi pgL IiLL!gps@ 3 pile asyAaz:l pGrti yn pejo-wico se ysyujilA C 0000 00.0• 00.0• 0 0 0 00. 0 0 •• 0.00 0000• 000• 0.0•• 0 go r:i... int. —.. 1rcnfirfiihFvanr, . S !' 1. waic.-da. raid a s f7 yV'`/1 t ne't l,;.iPe }fi',(y'i Eql ;0 011^. jiB DUiU!)C1ly PUS S3t7S1 Jaij}U yy8 yC 2c.• 2111 'atiG^ol i ?li; n• Y. , fo1T;,1v.:as00 f.0 o: npaaaatE pLej saaic n uyruvd,t-su o s ass4aoad ua;Tsoy y ,. a1{} n, -I Na>8laaln0 PUS p'aUlairil0, aq 0: SUa13UaUa1p :iot ayr' tit,Ut7QSa.i SI lUaU i LilGO Z taul iou yyot;s 1 ra<.y ny y;>ads s .o Si inlet "'1 4' ItA 0 ,,,gLLjaSSL' US 10 PAalcl t}a 171111()c! Pd1 ?01!liulU00 ILt; GAG!!* 0 Aha!flE11 SILI). [iul.np S i1iFs'ap :CtS al UO a'uiU fdaif,a 'SJO!..c011106!.S-3 pUa aus!d 8.{'L. A0 sW a,aeaiuo0 epi GAG!!* tau at auinoor u01101u1sUOJ ,u4 uy L1<;A t oy sw!r;t =y sl o+ vaa0 sju' lejauaa aa¢ F.yuo n mama] syu imr ao.!euasajUaa ---- eH+ pur, Ideouoa u tsap ar7l ,.: s)W,gjj 3tji (: fLlat fi pgL IiLL!gps@ 3 pile asyAaz:l pGrti yn pejo-wico se ysyujilA C Fort Dallas Truss Co. LLC. To: Delivery7035a4St. Miami, FL. 33155 IMBURGIA CONSTRUCTIONN Job Number: 18B32 305) 66776797 Fax: (305) 667-0592 12555 BISCAYNE BLVD. #888 NORTH MIAMI, FL 33181 Page: 1 Date: 03/16/18 08:34:59Project: BUTLER RESIDENCE Block No: Model: Lot No: Contact: Site: Office: Deliver To: 10007 NE 4TH AVE Account No: 095301084 Designer: / Name: Phone: 305) 940-6957 Salesperson: LUIS MONTANO Fax: MIAMI SHORES, FL Quote Number: P.O. Number: Profile: Qty: Truss Id: Span: Truss Type: Slope LOH ROH 07_00_02 OA Hght 0 1 -06-12 12CJ7 2X4/2X4 DIAGONAL HIP 2,12 19-00-00 OA Hght-.oz-10-W • o. l H1 2X4/2X4 HIP 300 19-00-00 OA Hghto4"-14 3H2 2X4/2X4 HIP 3.00 1• HG1 19-00-00 2X4/2X6 HIP GIRDER 3.00 OA Hg,o ®1.06414 • • 4• 4 JI 01_00_00 CORNER JACK 3.00 OA Hght: 00-0610 • • • • 0. • 2X4/ 03-00-00 OA Hght: 01-00-14 • • • 64J3CORNERJACK3.00 2X4/2X4 05-00-00 OA Hght 0 1 -06-14 76JSJACK -OPEN 3.00 2X4/2X4 19-00-00 OA Hght 02-08-06 g3T1 2X4/2X4 COMMON 3.00 12-00-00 OA Fight: 01-06-00 9AlV12VALLEY3.00 2X4/2X4 16-00-00 OA Hght: 02-00-00 101V16 2X4/2X4 VALLEY 3,p0 1 04-00-00 OA Fight: 00-06-00 11V4GABLE3.00 2X4/ O$ -OO -OO OA Fight: 01-00-00 12V$ VALLEY 3.00 2X4/2X4 l0 F'['1 17-0$-00 FLOOR 01-04-00 OA Fight 0 1 -04-00 13 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters by Arch. or ENG of Record using MiTek 20/20 software. JOSE NAtART*f L:1i: P.i<. Truss Design Engineer's Name: Jose Martinez, P.E. F10a' r 1st;uctural consulting — 24 E 5th ST, Hialeah, FL 33010 (Florida PE# 031509): AR «. 2 t ; 3010 NOTE: The seal on these drawings indicate acceptance ofa 031509) i+lUris a P.E. professional engineering responsibilty for the truss components shown. _. Engineers Name Date Job rusS ype y y A0027537 18B32 CJ7 Diagonal Hip Girder 2 1 IMBWRGIA#1032 Job Reference (optional) FORT DALLAS TRUSS CO. LLC., MIAMI, FL., Tony Sierra 8.130 s Nov 13 2017 MiTek Industries, Inc. Fri Mar 16 08:45:39 2018 Page 1 I D:9JowF_ujmR9HyfF4lxHyMYzgdnl-JuuwLdl66c8BY_KyARATvU12G4dtCyWNNMkUVtzaQYA 4-1-5 7-0-2 Scale = 1:13.3 2x4 11 3 4 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=21710-10-15 (min. 0-1-8), 6="l /Mechanical Max Horz 1=102(LC 4) Max Upliftl=1 84(LC 6), 6=-307(LC 4) Max Grav 1=298(LC 18), 6=441(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7401406 BOT CHORD 1-8=-4871717, 7-8=-4871717, 7-9=-4871717, 6-9=-4871717 WEBS 2-6=-7461507 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-4-8 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 Ib uplift at joint 1 and 307 Ib uplift at joint 6. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.00 Trapezoidal Loads (plf) Vert: 1=-8(F=41, B=41) -to -3=-152(F=-31, B=-31), 3=-92(F=-31, B= -31) -to -4=-98(F=-34, B= -34),1=-2(F=9, B=9) -to -5=-35(F=-8 B=-8) B1 9 72x411 3x6 *= ••••: x4 660000 00 go • 4-1-5 i-0-2 • • • 4-1-5 2-10-12 • • • • • • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES. • • GRIP ; • • • • TCLL 30.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) 0.03 7 999 360 MT20 • • • • t44/190 TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(TL) -0.09 1-7 876 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -P Weight: 27 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=21710-10-15 (min. 0-1-8), 6="l /Mechanical Max Horz 1=102(LC 4) Max Upliftl=1 84(LC 6), 6=-307(LC 4) Max Grav 1=298(LC 18), 6=441(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7401406 BOT CHORD 1-8=-4871717, 7-8=-4871717, 7-9=-4871717, 6-9=-4871717 WEBS 2-6=-7461507 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-4-8 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 Ib uplift at joint 1 and 307 Ib uplift at joint 6. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.00 Trapezoidal Loads (plf) Vert: 1=-8(F=41, B=41) -to -3=-152(F=-31, B=-31), 3=-92(F=-31, B= -31) -to -4=-98(F=-34, B= -34),1=-2(F=9, B=9) -to -5=-35(F=-8 B=-8) o rus5 Truss Type Qty Ply IMBWRGIA#181332 1 5x12 = 2 3 4 5 6 7 A0027538 18632 FT1 Floor 10 1 1 Job Reference (optional) rum 1 UALLAJ 1 RUAJ LV. LLk. MIAMI, rL., 1 oily zierra 0-3-8 H 1 34-0 a. 13u s Nov 13 zu I I MI I eK luous[rles, inc. Irl Mar 10 V8:43 4U "18 ra-1 ID:9JowF_ujmR9HyfF4lxHyMYzgdnl- n4RIYzmktwG297v8k9hiRirDyUvixF9XbOT21Jzaa Y9 r 2-0-0 Scale = 1:30.9 REACTIONS. (Ib/size) 1=616/0-3-0 (min. 0-1-8),7=616/0-3-0 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-169310, 2-3=-169310, 3-4=-241010,4-5=-169310, 5-6=-169310, 6-7=-169310 BOT CHORD 1 3-1 6=01241 0,12-16=012410, 1 1 -1 2=01241 0,1 1-1 7=01241 0,1 0-1 7=01241 0,1 0-1 8=01241 0, 9-18=012410 WEBS 1-13=011672, 2-13=-27110, 3-13=-85010, 7-9=011672, 6-9=-27110, 4-9=-85010 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 2x4 I I 3x4 = 3x4 = 3x4 = 2x4 11 5x12 = 1 5x12 = 2 3 4 5 6 7 l 1 tt ao d o o 14 15 13 16 1211 17 10 18 9 • ••• 19 •••• 8 •••••• 2x4 .1 4x12 = 4x5 = 2x4 11 4x12 = • • • : 2x4 11 • 2x411 yy • • • • • y..Lx;t • • Q 3$ 7-10-0 8-10-0 9-10-0 17-0.8 • i • 17-8-0 • • 0 7-6-8 1-0-0 1-0-0 7-6-,0 • • • • • • 03'$' • • • • Plate Offsets (X,Y)— [1:0-3-8,0-3-0], [7:0-3-8,0-3-0], [9:0-3-8,0-2-4], 13:0-5-0,0-2-4 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES• • • • 6RIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0.22 10-11 >937 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.34 10-11 >600 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) -0.06 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix -S Weight: 79 Ib FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=616/0-3-0 (min. 0-1-8),7=616/0-3-0 (min. 0-1-8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-169310, 2-3=-169310, 3-4=-241010,4-5=-169310, 5-6=-169310, 6-7=-169310 BOT CHORD 1 3-1 6=01241 0,12-16=012410, 1 1 -1 2=01241 0,1 1-1 7=01241 0,1 0-1 7=01241 0,1 0-1 8=01241 0, 9-18=012410 WEBS 1-13=011672, 2-13=-27110, 3-13=-85010, 7-9=011672, 6-9=-27110, 4-9=-85010 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard o , russ Iruss I ype Qty Ply IMBWRGIA #18B32 loc) I/defl L/d PLAT. •, GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.23 A0027539 18832 H1 Hip 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Job Reference (optional) FORT DALLAS TRUSS CO. LLC., MIAMI, FL., Tony Sierra 8.130 s Nov 13 2017 MiTek Industries, Inc. Fri Mar 16 08:45:412018 Page 1 ID:9JowF_uj mR9HyfF4lxHyMYzgdn 1-FG?gmJnMdDOvnH ULHsCx_vOICuGcgtsgggDbalzaQY8 4-0-8 7-M 12-M 1411-8 19-0-0 4-0$ 2-11-8 5-0-0 2-11 8 4-0-8 4x7 — 3.00 12 12 4x5 = Scale: 318"=1' LAY JJCY - 4x5 = O w R • • 00000 • 0 • : 0000: J 7-0-0 1412-M 14-11-8 • • • 19-0%0-009 Mlaie lmseis A,T -- l:V-73,U-1-tf , 3:U -b -4,u-2-4 , G:U-S-S,D-1-ts LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLAT. •, GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.23 8-10 >953 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(TL) -0.40 8-10 >555 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -S Weight: 80 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=100810-8-0 (min. 0-1-8),6=100810-8-0 (min. 0-1-8) Max Hoa 1=70(LC 15) Max Uplift1=-610(LC 6), 6=-610(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-296812101, 2-3=-254911829, 3-12=-247311817, 4-12=-2473/1817, 4-5=-2550/1827, 5-6=-296812101 BOT CHORD 1 -13= -196712823,11 -13=-196712823,1 1-1 4=-1 9 6712 823,10-14=-1967/2823, 10-1 5=-1 64=473, 3, 9-15=-164012473, 8-9=-1640/2473, 8-16=-1967/2823, 7-16--1967/2823, 7-17=-1967/2823, 6-17=-196712823 WEBS 2-10=-4611353, 3-10=-89/335, 4-8=-891263, 5-8=-4611355 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 610 Ib uplift at joint 1 and 610 Ib uplift at joint 6. 7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard oTruss Ll(4 Truss Type Qty Ply O(4 11 32A0027540 H2 Hip 1 6000 •• • 0000: optional) FORT DALLAS TRU55 GO. LLC., MIAMI, FL., Tony Sierra • . 8.130 s Nov 13 2017 MiTek Industries, Inc. Fri Mar 16 08:45:42 2018 Pa gge 1 I D:9JowF_uj mR9HyfF4lxHyMYzgdnl-jTZ2zeo_OXWmPR2XrajAW7wT5la2PGOp3Ky96B.9'i 7 5-0-8 9-0-0 10-0-0 13-11-8 19-0-0 5-0-8 3-11-8 1-0-0 3-11-8 5-0-8 Scale: 318"=1' 4x5 = 4x5 = 3.00 12 3 12 4 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=1008/0-8-0 (min. 0-1-8),6--1008/0-8-0 (min. 0-1-8) Max Horz 1=90(LC 10) Max Upliftl=-581(LC 6), 6=-581(LC 7) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1 1=-2953/1968,2-1 1=-289411975,2-3=-215011508,3-12=-205911513,4-12=-205911513, 4.5=-215011508, 5-13=-289411975, 6-13=-295311968 BOT CHORD 1-14--184212810,10-14---1842/2810,10-15=-184212810, 9-15=-1 842/2810, 9-16---1298/2059, 8-1 6=1 29812059, 8-117=1 842/2810, 7-17=-1 842/2810, 7-18=-1842/2810, 6-18---1842/2810 WEBS 2-10=01282, 2-9=-8841641, 3-9=-1 661306, 4-8=-1 66/306, 5-8=-8841643, 5-7=01282 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 4-9-1, Exterior(2) 4-9-1 to 13-11-8, Interior(1)13-11-8 to 15-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 581 Ib uplift at joint 1 and 581 Ib uplift at joint 6. 7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Ll(4 3X4 = ,X0 = O(4 11 6000 •• • 0000: 01000• • • 0 00 0000 00009• •• • 0 •• 5-0-8 9-0-0 10-0-0 13-11-8 19-4-0 • 5-0-8 3-11-8 1-0-0 3-11-8 5-" a • • • Plate Offsets X, -- 1:0-5-3,0-1-8], [6:0-5-3,0-1-8], [8:0-3-0,0-3-01 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lld PLATES• • • • j3RIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.23 9-10 976 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.85 Vert(TL) 0.38 7-8 578 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -S Weight: 78 Ib FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=1008/0-8-0 (min. 0-1-8),6--1008/0-8-0 (min. 0-1-8) Max Horz 1=90(LC 10) Max Upliftl=-581(LC 6), 6=-581(LC 7) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1 1=-2953/1968,2-1 1=-289411975,2-3=-215011508,3-12=-205911513,4-12=-205911513, 4.5=-215011508, 5-13=-289411975, 6-13=-295311968 BOT CHORD 1-14--184212810,10-14---1842/2810,10-15=-184212810, 9-15=-1 842/2810, 9-16---1298/2059, 8-1 6=1 29812059, 8-117=1 842/2810, 7-17=-1 842/2810, 7-18=-1842/2810, 6-18---1842/2810 WEBS 2-10=01282, 2-9=-8841641, 3-9=-1 661306, 4-8=-1 66/306, 5-8=-8841643, 5-7=01282 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 4-9-1, Exterior(2) 4-9-1 to 13-11-8, Interior(1)13-11-8 to 15-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 581 Ib uplift at joint 1 and 581 Ib uplift at joint 6. 7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job russ Truss Type Qty Ply IM13WRGIA#18B32 LUMBER- BRACING - 1 TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD A0027541 18B32 HG1 HIP GIRDER 1 1 i• Max Upliftl=-1043(LC 4), 5=-1043(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5458i3488,2-3=-6546/4239,3-4=-6546/4239,4-5=-545813490 Job Reference (optional) run, .--. , nuaa — mow., m,wni, rte., , uny sierra 4-6-0 o.,.w s nov, a cu it m„ex,nuuwies,-G. rn mar to U0:9--io ra, ID:9JowF_ujmR9HyfF4lxHyMYzgdnl-jTZ2zeo_OXWmPR2XrajAW7wV_IhGPDxp3Ky96BzaeY7 4-6-0 3.00 12 5x8 M18SHS= 2x4 11 5x8 M18SHS= 2 3 4 5-0-0 Scale: 318"=1' LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.61 BC 0.45 WB 0.52 Matrix -S loc) I/deft Ud 7 >460 360 7 >312 180 5 n/a n/a PLATE%• • GRIP MT20 2441190 M18SHS 2441190 Weight: 89 Ib FT= 0% LUMBER- BRACING - 1 TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD 0 0 9 8 10 7 11 2x411 8x10= 6 ••• o• 2x411 ,,,,,• 12 •••••i i• Max Upliftl=-1043(LC 4), 5=-1043(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5458i3488,2-3=-6546/4239,3-4=-6546/4239,4-5=-545813490 0000 6600• 6-11=-334415297, 6-12=-332115237, 5-12=-332115237 0 • 0 0 • 0 0 0000 0 0 00000 00 00 0 08 0060.6 0.00•• 0 9-6-0 14-0-0 190-0 6 6 5-0-0 4-6-0 4-6-0 Sa" • • • T • • Plate Offsets (X,Y)— [1:0-5-13,0-2-41, [2:0-5-12,0-2-81. [4:0-5-12.0-2-81. [5:0-5-13.0-2-41. r7:0-5-O.Edael 0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.61 BC 0.45 WB 0.52 Matrix -S DEFL. in Vert(LL) 0.48 Vert(TL) -0.71 Horz(TL) 0.09 loc) I/deft Ud 7 >460 360 7 >312 180 5 n/a n/a PLATE%• • GRIP MT20 2441190 M18SHS 2441190 Weight: 89 Ib FT= 0% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-3-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=1616/0-8-0 (min. 0-1-8), 5=161610-8-0 (min. 0-1-8) Max Horz 1=47(LC 12) Max Upliftl=-1043(LC 4), 5=-1043(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5458i3488,2-3=-6546/4239,3-4=-6546/4239,4-5=-545813490 BOT CHORD 1-9=-335815237, 8-9=-335815237, 8-10=-338115297, 7-10=-338115297, 7-11=-334415297, 6-11=-334415297, 6-12=-332115237, 5-12=-332115237 WEBS 2-8=-1891545, 2-7=-978/1458, 3-7=-6811637, 4-7=-98011458, 4-6=-1891544 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The solid section of the plate is required to be placed over the splice line at joint(s) 7. 6) Plate(s) at joint(s) 1, 2, 4, 5, 8, 3 and 6 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 7 checked for a plus or minus 2 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1043 Ib uplift at joint 1 and 1043 Ib uplift at joint 5. 10) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 11) Girder carries hip end with 5-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 428 Ib down and 209 Ib up at 140-0, and 428 Ib down and 209 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-90, 2-4=-143(F=-52), 4-5=-90,1-8=-20, 6-8=-32(F=-12), 5-6=-20 Continued on page 2 Job Truss y A0027541 1BB32 HG1 H 7G,11171 1 1 IMBWRGIAMB32 Job Reference o ional rvm 1 U-0 1 ROJD l V. lLl.., MIAMI, rL., 1 Orly JIeRa LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 8=-321(F) 6=-321(F) m i.w s Nov -is coi i mi i eK mausuies, mc. rn mar it ua:4a:vc zuia rac ID:9JowF_ujmR9HyfF4lxHyMYzgdnl-jTZ2zeo_OXwmPR2XrajAW7wV_IhGPDxp3Ky96Bza e Y7 Job Truss I russ I ypey DEFL. in (loc) I/deft L/d • • PLATES. • GRIP : • IMBWRGIA#18B32 Plate Grip DOL 1.00 TC 0.03 Vert(LL) -0.00 1 >999 360 O TCDL 15.0 A0027542 18832 J1 Corner Jack 4Qty 1 WB 0.00 Horz(TL) -0.00 2 n/a n/a Matrix -P Job Reference o ional FORT DALLAS TRUSS CO. LLC., MIAMI, FL., Tony Sierra ID:9JowF 0-11-12 3.00 12 fl 2 T1 O 1-M 3 Nl! MII eK I 1 Scale =1:5.5 LOADING (psf) N CSI. DEFL. in (loc) I/deft L/d • • PLATES. • GRIP : • th Plate Grip DOL 1.00 TC 0.03 Vert(LL) -0.00 1 >999 360 O TCDL 15.0 Lumber DOL 1.33 BC 0.00 Vert(TL) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a Matrix -P Weight: 2 Ib FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6600% LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d • • PLATES. • GRIP : • TCLL 30.0 Plate Grip DOL 1.00 TC 0.03 Vert(LL) -0.00 1 >999 360 TCDL 15.0 Lumber DOL 1.33 BC 0.00 Vert(TL) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -P Weight: 2 Ib FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=4210-8-0 (min. 0-1-8),2=42/Mechanical Max Horz 1=21(LC 6) Max Upliftl=-35(LC 6), 2=-40(LC 6) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 Ib uplift at joint 1 and 40 Ib uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 5) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard O Russ Truss Type Qty Ply IMBWRGIAg18B32 a I/deft L/d ao PLATES • • GRIP : • • • • ; A0027543 18632 J3 Comer Jack 4 1 1-3 360 MT20 00002,41111190 TCDL 15.0 Job Reference (optional) rvn u....0 o nwa vv. mow., mo.mi, rte., —Y sierra u. 1.)u s nov i s zui ( mi i eK m3usmes, Inc. rn mar 1 3 U0:43:4.5 a 13 ra e i ID:9JowF_ujmR9HyfF4lxHyMYzgdnl-Bf7QBj)c9gedObdjPHEP3KTIZi3f8oLzHziieeza Y6 3-0-0 i3-0-0 3x4 = 000*00 Scale = 1:8.1 LOADING (psf) v 2-0-0 CSI. 0 in a I/deft L/d ao PLATES • • GRIP : • • • • ; TCLL 30.0 0 1.00 TC 0.24 Vert(LL) 0.00 1-3 999 360 MT20 00002,41111190 TCDL 15.0 Lumber DOL 1.33 BC 0.31 0.03 1-3 999 180 WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -P LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES • • GRIP : • • • • ; TCLL 30.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) 0.00 1-3 999 360 MT20 00002,41111190 TCDL 15.0 Lumber DOL 1.33 BC 0.31 Vert(TL) 0.03 1-3 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -P Weight: 9 Ib FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=14310-8-0 (min. 0-1-8), 2=117/Mechanical, 3=26/Mechanical Max Horz 1=69(LC 6) Max Upliftl=-82(LC 6), 2=-116(LC 6) Max Grav 1=265(LC 18), 2=117(LC 1), 3=226(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL --1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 1 and 116 Ib uplift at joint 2. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard O russ Truss Type y IMBWRGIA #18632 A0027544 18B32 j5 Jack -Open 6 1 Job Reference (optional) run i ueawla i mu— — mow., mi—, rte., i ony aierra a. ISU s r4ov l3 zu 1 ! ml 1 eK niousines, Inc. rn mar l0 uo:43:4J Lula ra e l ID:9JowF_ujmR9HyfF4lxHyMYzgdnl-Bt7QB_pc9gedObdjPHEP3KTcYizH8oLzHziieeza Y6 Scale =1:10.5 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (Ib/size) 1=25310-8-0 (min. 0-1-8), 2=207/Mechanical, 3=46/Mechanical Max Hoa 1=115(LC 6) Max Uplift1=-148(LC 6), 2=-202(LC 6) Max Grav 1=315(LC 18), 2=207(LC 1), 3=246(LC 19) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1)Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 Ib uplift at joint 1 and 202 Ib uplift at joint 2. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 3.00 12 T1 1 a N o 131 000000 •• • 0% 4 0000•• 3 • 0000 •• • 0000 • •• 0000•• •• • 0000•• 0000• 0000• 3x4= 00 0000•• 0000•• • 55-0-0 0000•• 5-0-0 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES* • *GRIP 9006 TCLL 30.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) 0.03 1-3 999 360 MT20 %.0.2"190 TCDL 15.0 Lumber DOL 1.33 BC 0.65 Vert(TL) 0.18 1-3 305 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -P Weight: 15 Ib FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (Ib/size) 1=25310-8-0 (min. 0-1-8), 2=207/Mechanical, 3=46/Mechanical Max Hoa 1=115(LC 6) Max Uplift1=-148(LC 6), 2=-202(LC 6) Max Grav 1=315(LC 18), 2=207(LC 1), 3=246(LC 19) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1)Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 Ib uplift at joint 1 and 202 Ib uplift at joint 2. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Iruss FUSS ype y IMBWRGIA #18B32 A0027545 18632 T1 Common 3 1 Job Reference (optional) FORT DALLAS TRUSS CO. LLC., MIAMI, FL., Tony Sierra 8.130 s Nov 13 2017 MiTek Industries, Inc. Fri Mar 16 08:45:44 2018 Page 1 ID:9JowF_ujmR9HyfF4lxHyMYzgdnl-frhpOKpEw8mUelCwz_mecYOob5G?tM6WdRFA4zaQY5 5-3-8 9-6-0 13-8.8 19-0-0 5-3-8 4-2-8 4-2-8 5-3-8 4x5 = 3.00 12 Scale = 1:31.2 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 1=1008/0-8-0 (min. 0-1-8), 5=100810-8-0 (min. 0-1-8) Max Horz 1=94(LC 10) Max Upliftl=-572(LC 6), 5=-572(LC 7) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-293311812, 2-9=-2874/1819, 2-10=-208411361, 3-10=-2034/1370,3-1 1=-2034/1370, 4-11=-208411361,4-12=-287411819,5-12=-293311812 BOT CHORD 1-1 3=-1 68912790, 8-13=-1689/2790, 8-14=-168912790, 7-14=-1689/2790, 7-15=-168912790, 6-15=-168912790, 6-16=-168912790, 5-116=1 689/2790 WEBS 3-7=-3291641, 4-7=-914/663, 46=01281, 2-7=-9141660, 2-8=01281 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 6-6-0, Exterior(2) 6-6-0 to 9-6-0, Interior(1)12-6-0 to 15-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 572 Ib uplift at joint 1 and 572 Ib uplift at joint 5. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 5-3-8 9-6-0 13-8-8 19-0-0 5-3-8 4-2-8 4-2-8 Plate Offsets X, -- 1:0-5-3,0-1-8], [5:0-5-3,0-1-8], 0-4-0,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES • • GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.22 7-8 999 360 MT20 • • 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(TL) 0.38 6-7 577 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -S Weight: 76 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 1=1008/0-8-0 (min. 0-1-8), 5=100810-8-0 (min. 0-1-8) Max Horz 1=94(LC 10) Max Upliftl=-572(LC 6), 5=-572(LC 7) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-293311812, 2-9=-2874/1819, 2-10=-208411361, 3-10=-2034/1370,3-1 1=-2034/1370, 4-11=-208411361,4-12=-287411819,5-12=-293311812 BOT CHORD 1-1 3=-1 68912790, 8-13=-1689/2790, 8-14=-168912790, 7-14=-1689/2790, 7-15=-168912790, 6-15=-168912790, 6-16=-168912790, 5-116=1 689/2790 WEBS 3-7=-3291641, 4-7=-914/663, 46=01281, 2-7=-9141660, 2-8=01281 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 6-6-0, Exterior(2) 6-6-0 to 9-6-0, Interior(1)12-6-0 to 15-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 572 Ib uplift at joint 1 and 572 Ib uplift at joint 5. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard OI rus5 Truss Type Qty Ply IMMRGIA MB32 0000•• A0027548 18632 V4 GABLE 1 1 Job Reference (optional) rum i UALL O 1 RUJJ l U. LLI ., MIAMI, M., 1 Urvy alema IJV i nuv Iv ID:9JowF_ujmR9HyfF4lxHyMYzgdnl-72FBcggthSuLGvn6RHt81Y5LVoycigGlHBpjWza Y4 2-0-0 4-0-0 2-0-0 2-0-0 3x4 = Scale =1:7.5 3.00 12 2 LUMBER - TOP CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 1=12614-0-0 (min. 0-8-10),3=12614-0-0 (min. 0-8-10) Max Horz 1=-14(LC 15) Max Upliftl=-101(LC 6), 3=-101(LC 7) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 Ib uplift at joint 1 and 101 Ib uplift at joint 3. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 0000•• 0000•• •• 0000•• 0000•• 0000 •• a • 00.00 0000•• •• 0000•• 0• 0 4-0-0 000000 Plate Offsets X, -- 2:0-2-0,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES, GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL) n/a n/a 999 MT20 • 24/190 TCDL 15.0 Lumber DOL 1.33 BC 0.00 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -P Weight: 6 Ib FT = O% LUMBER - TOP CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 1=12614-0-0 (min. 0-8-10),3=12614-0-0 (min. 0-8-10) Max Horz 1=-14(LC 15) Max Upliftl=-101(LC 6), 3=-101(LC 7) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 Ib uplift at joint 1 and 101 Ib uplift at joint 3. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard oTruss I russ I ype yIMBWRGIA#1032 T1 3 A0027549 18832 V8 Valley 1 1 Job Reference (optional) FORT DALLAS TRUSS CO. LLC., MIAMI, FL., Tony Sierra 8.130 s Nov 13 207 MiTekeK Industries, Inc. Fri mar to vo;-OA Le to ra ID:9JowF_ujmR9HyfF4lxHyMYzgdnl-72FBcggthSuLGvn6WiHt81Y3uVb_ cigGIHBpjWzae Y4 4-0-0 8-0-0 3.00 F12 2 3x4 = Scale = 1:14.6 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 1=31018-0-0 (min. 0-1-8),3=31018-0-0 (min. 0-1-8) Max Hoa 1=-28(LC 11) Max Uplift1=-176(LC 6), 3=-176(LC 7) Max Grav 1=341(LC 22), 3=341 (LC 23) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-547/670,2-3=-5471670 BOT CHORD 1-4=-6041507,3-4---6041507 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 Ib uplift at joint 1 and 176 Ib uplift at joint 3. 7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 1 T1 T1 3 131 • • 1 • •Otte 00000• 4 0000•• •• 00 0000•• 060000 0 0 3x4 3V"3• 6.6• • 0600 • •• 666 00.00• •• • 0000• 6.6••6 8-0-0 666••• • 8-0-0 6 • • • si• Plate Offsets X, -- 2:0-2-0,Ed e 0000•• LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATF•9 • • RIP • • TCLL 30.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) n/a - n/a 999 MT20 • • • • 44/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -P Weight: 21 Ib FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 1=31018-0-0 (min. 0-1-8),3=31018-0-0 (min. 0-1-8) Max Hoa 1=-28(LC 11) Max Uplift1=-176(LC 6), 3=-176(LC 7) Max Grav 1=341(LC 22), 3=341 (LC 23) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-547/670,2-3=-5471670 BOT CHORD 1-4=-6041507,3-4---6041507 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 Ib uplift at joint 1 and 176 Ib uplift at joint 3. 7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Job russ russ ype y A0027546 181332 V12 Valley 1 1 IMBWRGIA#181332 6 0000• Job Reference (optional) rUK 1 UALLAS I KUDA GU. LU.., MIAMI, rL., 1 ony werra 5.1aU s NOV IJ LU -I r MI I CK Inuusines, im. rn mar re UOAT.vO N Io ra e 1 ID:9JowF_ujmR9HyfF4lxHyMYzgdnl-72FBcggthSuLGvn6WiHt81Y1gVhGcg2GIHBpjWza Yi 6-M 1 12-0-0 Scale =1:19.0 4x5 = 3.00 12 2 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=224112-0-0 (min. 0-1-8),3=224/12-0-0 (min. 0-1-8),4--612112-0-0 (min. 0-1-8) Max Horz 1=47(LC 14) Max Upliftl=-154(LC 6), 3=-160(LC 11), 4=-293(LC 6) Max Grav 1=299(LC 23), 3=299(LC 25), 4=612(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-4591500 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 Ib uplift at joint 1, 160 Ib uplift at joint 3 and 293 Ib uplift at joint 4. 7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 5 4 6 0000• 3x4 % 2x4 11 3x4 000000 000 0.00 00.09 09.0•• 00.9• 0 • 12-0-0 12-0-0 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP ; • • • ; TCLL 30.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) n/a - n/a 999 MT200"0' 244/1900 • TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -S Weight: 34 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=224112-0-0 (min. 0-1-8),3=224/12-0-0 (min. 0-1-8),4--612112-0-0 (min. 0-1-8) Max Horz 1=47(LC 14) Max Upliftl=-154(LC 6), 3=-160(LC 11), 4=-293(LC 6) Max Grav 1=299(LC 23), 3=299(LC 25), 4=612(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-4591500 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 Ib uplift at joint 1, 160 Ib uplift at joint 3 and 293 Ib uplift at joint 4. 7) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard O Truss ruSS ype 4 y 3x4, A0027547 18632 V16 Valley 1 1 IMBWRGIA#181332 5x6 - Job Reference (optional) PVR1 --o 1-.-LLl-., MI ., PL., 1-y--. 8-0-0 ID:9JowF_ujmR9HyfF4lxHyMYzgdnl-cEpZpOrVSl1 Ct2M14Po6hz56cvywL6eP_xwMFzz;6yi 16-M Scale = 1:25.4 5x6 = 3.00 12 2 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=317116-0-0 (min. 0-1-12),3=317/16-0-0 (min. 0-1-12),4--866/16-0-0 (min. 0-1-12) Max Horz 1=67(LC 14) Max Upliftl=-219(LC 6), 3=-226(LC 11), 4=-415(LC 6) Max Grav 1=340(LC 23), 3=340(LC 25), 4=866(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-6501617 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2)1-2-3 to 4-2-3, Interior(1) 4-2-3 to 5-0-0, Exterior(2) 5-0-0 to 8-0-0, Interior(1) 11-0-0 to 11-9-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) The solid section of the plate is required to be placed over the splice line at joint(s) 2. 4) Plate(s) atjoint(s)1, 3 and 4 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 2 checked for a plus or minus 3 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 Ib uplift atjoint 1, 226 Ib uplift at joint 3 and 415 Ib uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 9 4 103x4, 000•0 •3x4 5x6 - 09000 • •• 16-0-0 16-M Plate Offsets (X,Y)— 2:0-3-0,0-2-12], 4:0-3-0,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lld PLATES • • • •+GRIP TCLL 30.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) n/a n/a 999 MT20 • • .2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(TL) n/a nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -S Weight: 47 Ib FT= O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=317116-0-0 (min. 0-1-12),3=317/16-0-0 (min. 0-1-12),4--866/16-0-0 (min. 0-1-12) Max Horz 1=67(LC 14) Max Upliftl=-219(LC 6), 3=-226(LC 11), 4=-415(LC 6) Max Grav 1=340(LC 23), 3=340(LC 25), 4=866(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-6501617 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--175mph (3 -second gust) Vasd=136mph; HVHZ; TCDL=S.Opsf; BCDL=S.Opsf; h=21ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C -C Exterior(2)1-2-3 to 4-2-3, Interior(1) 4-2-3 to 5-0-0, Exterior(2) 5-0-0 to 8-0-0, Interior(1) 11-0-0 to 11-9-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) The solid section of the plate is required to be placed over the splice line at joint(s) 2. 4) Plate(s) atjoint(s)1, 3 and 4 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 2 checked for a plus or minus 3 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 Ib uplift atjoint 1, 226 Ib uplift at joint 3 and 415 Ib uplift at joint 4. 9) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 1.. ................ ___ -.-. __.. ......._...._. ........ JANUARY 1, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE Mitek Industries, Chesterfield, MO Page 1 of 1 MiTek Industries, Inc. MAXIMUM TRUSS WEB FORCE (lbs.)(See note 7) 48"O.C. lY SIZE ROOF ANCtOR CEILING DtAPHRAGM- THE DIAPHRAGM IS TO BE DESIGNEIJEWAT•ALIF•IEO BRACING MATERIAL TYPEBRACINGMATERIALTYPE D C DABCD 10'-0" 1610 1886 1886 2829 12'-0" 1342 1572 1572 2358 14'-0" 1150 1347 1,347 2021 16'-0" 1006 1179 1179 1768 415 r C 2 X 4 #3, STD, CONST (SPF, OF, HF. OR SYP) 18-0 894 1048 1048 1572 20'-0' 805 943 943 1414 MAXIMUM TRUSS WEB FORCE (lbs.)(See note 7) 48"O.C. 72" O.C. ROOF ANCtOR CEILING DtAPHRAGM- THE DIAPHRAGM IS TO BE DESIGNEIJEWAT•ALIF•IEO BRACING MATERIAL TYPE BRACING MATERIAL TYPE A B C D C D I 3143 3143 4715 4715 7074 AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND" INTE•A.E•FATE TRUSS WITH 2-Sd j 0.131'x2.5-) FOR 1x4 BRACES, 2-10d (0.131-x 3-) FOR 2[G W4 2x4 BRACES. AIRf3-10d 0131-4-) FOF" BRIDGES. B 2 X 3 #3, STD, CONST (SPF, OF, HF, OR SYP) 2358 2358 ! 3536 • i • • S.LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY i••% 143 415 r C 2 X 4 #3, STD, CONST (SPF, OF, HF. OR SYP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1-03 1886 1886 2829 • gr ja • Nay size snail De measurea In DeTween me centers or a pair or alagonats or x-oracing. - - - - • • • TYPE BRACING MATERIALS GENERAL NOTES • • : • • '. 1. DIAGONAL BRACNG IS REQUIRED TO TRANSFER THE CUMULATIVE LATEPAL6R" FORCE INTOW.E • 0 ROOF ANCtOR CEILING DtAPHRAGM- THE DIAPHRAGM IS TO BE DESIGNEIJEWAT•ALIF•IEO 1 X 4 IND. 45 SVP PROFESSIONAL 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2%Cj THE WEB tORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL 4 • 0 I MATERIAL AND SHALL BE INSTALLED N SUCH A MANNER THAT R NTEFftECTS NEB MEMBERS • 1 X 4 #2 SAB (DF, HF, SPF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND" INTE•A.E•FATE TRUSS WITH 2-Sd j 0.131'x2.5-) FOR 1x4 BRACES, 2-10d (0.131-x 3-) FOR 2[G W4 2x4 BRACES. AIRf3-10d 0131-4-) FOF" BRIDGES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-Sd (0.131'X2.5') NAILS FOR in LATERAL BR•CES, • • B 2 X 3 #3, STD, CONST (SPF, OF, HF, OR SYP) 2.1 Od (0.131'[1") NAILS FOR 24 and 2x4 LATERAL BRACES, AND 3.1 Od (0.131.101-) FOR 2.6 LATERAL 01411 S.LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY 5. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND NSTALLATON OF BRACING. CONSULT C 2 X 4 #3, STD, CONST (SPF, OF, HF. OR SYP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1-03 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. w moodtwsscom and www.[oVnstviI D 2 X 6 #3 OR BETTER (SPF, OF, HF, OR SVP) 7, REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. a. TABULATED VALUES ARE BASED ON A DOL.. 1.15 FOR STABILIZERS: FOR A SPACNG OF 24" O.C. ONLY, MITER'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, B, C AND D BRACING MATERIAL CROSS BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE, WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAYBE REPLACED WITH WOOQ BLOCKING. SEE -STABILIZER - TRUSS BRACING NSTALLATKXJ GUIDE AND PRODUCT SPECIFICATION. X -BRACING (REQUIRED FOR 72"O.C.) FOR 24- AND 48` O.C. SINGLE DIAGONAL IS SUFFICIENT. One leg of X -bracing shown dashed for drawing clarity. ; RUSS WEBThislegwillrequirehorizontalblockingMEMBERSnexttothetopandbottomchordsoitattachestothebraceplane.) This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL `. BRACE 210d NAILS SEE NOTE 4) MAR 16 2018 rizontal Blocking sung Civillst'ctural 24 E-+Str"l Hialea 0 J 667-6797i10r1 i r nri'?' 031509) 0000•• 0000•• i • 00.11•• JANUARY 1, 2009 R T -BRACE / I -BRACE DETAIL ST - T -BRACE MiTek Industries, chesterfield, MO Page 1 of 1 Note: T -Bracing / I -Bracing to be used when continuous lateral bracing! is impractical. T -Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T -Brace / I -Brace MiTek Industries, Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T Brace size Nail Size Nail Spacing for One -Ply Truss j 1x4 or 1x6 10d 8" o.c. ' 2x4o r 2x6 or 2x8 16d 8 o.c. S •' P'eci fied Conlinudus Rows tf Late al a n g Note. Nail along entire length of T -Brace t 1 -Brace Web Size 2 On Two -Ply's Nail to Both Plies) 2x3 or 2x4 l txd'{`jt Brace I4 (y Brace] 2x6 146, j j Brace c6! race • 2x8 2kS TeVace .t2x%lorace •,• Nails r• Bracesiza; • fr i •fo& Two -Ply Truss • r Specified Colitndous Rows of Lateral Bracing i -- SPACING Web Size 1 2 2x3 or 2x4 2x4 T -Brace 2x4 1 -Brace__„ WEB \ 2x6 2x6 T Brace 2x6 I --Brace Y \ 2x8 2x8 T -Brace 2x8 I•Brace Nails MAR 16 2018 P.E. JOSS peer civillSt;uctur Consulting E 241 -,h Street lialel, 3 5) ,- E7B7 Phone i 1091 Nails T -Brace / I -Brace must be same species and (or better) as web member. NOTE: If SYP webs are used in the tru , x4 or 1x6 SYP braces must be stress Web ratedrated boards with design values that are equal to (or better) the truss web design values. For SYP truss lumber grades up to #2 with 1 X bracing material, use IND 45 for T-Brace/1-Brace' Nails For SYP truss lumber grades up to #1 with 1 X_ bracing material, use IND 55 for T-Brace/I Brace, qr j GENERAL NOTES B@r°TAS GENERALES Q4, Trusses are not marked in any way to identify the Los trusses no estin marcados de ningun modo que y !' frequency or location of temporary lateral restraint identifiquelafrecuenciaolocalizaacinderestriccionlateral y 'T's and diagonal bracing. Follow the recommendations y arnostre diagonal temporales. Use las recomendadones Vfor handling, installing and temporary restraining de manejo, instalacion, restriction yarriostre temporal de V • and bracing of trusses. Refer to 5C51 - Guide tQ los trusses. Vea el folleto • Guia de Buena Pradica Good Practice for Handlinci. Installing -Re5toinina Dara ell Maneio Ln ion-gestricci " riostre de los Bracina of Metal Plat€GQnnected Wood Trusses de MaderaQnectados con 8ucas de Metal*** f I" ru for more detailed information. para informac on mos detallada. Truss Design Drawings may specify locations of Los dibujos de disefio de los trusses pueden especifitar permanent lateral restraint or reinforcement for las localizations de restricaon lateral permanente o individual truss members. Refer to the BCS, refuerzo en los miembros individuales del truss. Vea la 83 for more information. All other permanent hoja resumen 8(Sl V- para mos information. E/ bracing design is the responsibility of the building resto de los disefios de arnostres permanentes son la res ns ilidad del or 1 ifi iabadisenaddeedco. designer. po The consequences of improper handling, erecting, installing, restraining and bracing can result in a collapse of the, structure, or worse, serious personal injuryer2F i or death. E/ resu/tado de un maneyo, levantarriento, instalacion, restriction y arrisotre J incorrecto puede ser la caida de /a estructura o I aun peor, heridos o muertos. to Exercise care when removing I banding and handling trusses to avoid damaging trusses and prevent injury. Wear personal protective equipment for the eyes,'" 1 feet, hands and head when working with i trusses. I W Utilice cautela at qudtar las ataduras = o los pedazos de metal de suiletar para evitar dafio a los trusses y prevenir la henda personal. Leve el equipo protectivo personal para ojos pies, ® , Use Utilicef' manus y cabeza cuando trabaja con busses. special care in cuidado especial en windy weather or dias ventosos o cerca near power lines de cables electricos o and airports. de aeropuertos. Spreader bar; for trussI HANDLING MANEJO 6' Avoid lateral bending. l Evite la Flexion lateral. Use proper rig- Use equipo apropiado ging and hoisting para levantar e The contractor is responsible for equipment improvisar properly receiving, unloading and storing the trusses at the jobsite. Unload trusses to smooth surface to prevent damage.rE e EI contratista tiene /a responsabilidad de recibir, descargar y almacenar adecuadamente los trusses en la obra. Descargue los trusses en t la tierra /iso para prevenir el dano. a t •'- J Det F,S05 store NO almacene I5. unbraced bundles verticalmente los upright. clQ rirq%,.II ii€ P 9 trusses sueltos. Trusses may be unloaded directly on the ground at the time of delivery or stored temporarily in contact with the ground after delivery. If trusses are to be stored for more than one week, place x blocking of sufficient height beneath the stack of trusses at 8' (2.4 m) to 10'(3 m) on -center ' D.C.). i ek s r Los trusses pueden ser descargados directamente _ en e/ suelo en aquel momento de entrega o almacenados temporalmente en contacto con el suelo despues de entrega. St los trusses estaran guardados para mas de una semana, ponga b/oqueando de altura suficiente detras de la pita DO NOT store on NO almacene en tierradelostrussesa8hasta10piesencentro (o. c.). uneven ground, desigual. Zj For trusses stored for more than one week, cover s• ' bundles toP rotect from the environment. r , Para trusses guardados por mas de una semana, a Y cobra los a uetes aro rote erlos del ambiente. s . P 9 P P 9 A. wr Refer to 8C5 for more detailed information 55 pertaining to handling and jobsite storage of trusses." Vea e/ folleto 3,1 S i* * * para informacion mas detai- lada sobre el manic, y almacenado de los trusses en area de trabayo. 53 11 DA oZ^ 12e'1 CjH.,M'n!71 V {.11:i D a_). 1, 1hal""El 1I01 0iffA` v' M ®,i r-.: `F.r f:9,13 AVir 0In1+,2 0+x-[1..3 kV t4mliik6,)rti'; ro-o' ,ff HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES Y ilOiT o overload the crane. r9t r sobrecargue la groa. wF1fF R use banding to lift a bundle. fut-f.; 4 use las ataduras para levantar un paquete• A single lift point may be used for bundles of s top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses up to 30' (9.1 m). Use at least two lift points for bundles of top A Do not over load supportchordpitchtrussesupto60' (18.3 m) and paral- structure with truss bundle. lel chord trusses up to 45' (13.7 m). Use at least three lift points for bundles of top chord pitch No sobrecargue la trusses >60' (18.3m) and parallel chord trusses estructura apoyada con e/ paquete d 45'(13.7 m). trusses. Puede usar un solo lugar de levantar para pa- I Place truss bundles in stable position. quetes de trusses de /a cuerda superior hasta 45' Y trusses de cuerdas paralelas de 30'o menos. Puse paquetes de trusses en Una pos Use por to menus dos puntos de levantar con estab/e. grupos de trusses de cuerda superior inchraida hasta 60'y trusses de cuerdas paralelas hasta 45: Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada mas de 60'y trusses de cuerdas paratelas mas de 45: STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 1 Install ground bracing. 7db2Setfirst truss and attach secure/ [ runbracing. 39g ) y ogoground)Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process with groups of four trusses until all trusses are set. 1) Instate los arriostres de tierra. 2) Instale el primero truss y ate seguramente at arriostre de tierra, 3) Instale los proximos 4 trusses con restriction lateral temporal de miembro corto (vea abajo), 4) Instate e/ arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para los p/anos de los miembros secundarius para estabilice los primeros cinco trusses ing (vea abajo). 6) Instale la restriction lateral temporal y arriostre diagonal para la cuerda inferior vea abajo). 7) Repita este procedlmiento en grupos de cuatro trusses hasta que todos los trusses esten insta/ados. j+€ t S *** e --.,: Refer to h 1 f;: for more information. Vea el restimen PC47 ` e.'*** para mos informacion. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES cion RE'STRICCI6NIARRIOSTRE PARA TODOS PLANOS DE TRUSSES This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses PCTs). See top of next column for temporary restraint and bracing of PCTs. Este metodo de restriction y arriostre es para todo trusses excepto trusses de cuerdas paralelas PCTs) 3x2 y 4x2. Vea /a parte superior de la columna para la restriction y arriostre temporal de PCTs. 1) TOP CHORD - CUERDA SUPERIOR MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Using a single pick -point at the peak can damage the truss. El use de un solo lugar en el pito para levantar puede 60 or less hater dano at truss Imo- Approxtrusslength Tagimfa ... Locate Spreader bar Attach Spreader bar above or strftback aO.C. max. mid -height l Toe -In siS Toe in I^ I uss Spreadlebar 1/2 to '3 Ta line 2/3 trngth 9 IE_ reSpader bar 2/3 tore truss length Tagline Hold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga cada truss en position con equipo de groa hasta que la restriccion latera/ temporal de la cuerda superior este instalado y e/ truss este asegurado en los soportes. 114STALLATION OF SINGLE TRUSSES BY HAND RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA MANO Trusses 20' Trusses 30' Longitud de Tramo 6.1 m) or 9.1 m) or t less, support less, support at 30' (9.1 m) - near peak. quarter points. and 15' (4.6 m) o.c. for U2 chords. Soporte Soporte de 60'(18.3 m) cerca alicoP los cuartos los trusses t- Trusses up to 20' - de tramo los Trusses uIt P to 30' i de 20 pies o 6.1 m) trusses de 30 9.1 m) menos. Trusses haste 20 pies pies o menos. Trusses haste 30 pies TEMPORARY RESTRAINT & BRACING RESTRICCI& Y ARRIOSTRE TEMPORAL Refer to *** for more Top Chord Temporary Information. Lateral Restraint Vea el resumen %+' r42* *" para mas infor- 2 ( TCTLR) macion. Locate ground braces for first truss directly / / in line with all rows of top chord temporary lateral restraint (see table in the next column). Coloque los arriostres de tierra para e/ primer =90° truss directamente en linea con cada una de las filas de restriccion lateral temporal de la cuerda superior (vea la tabla en la proxima Brace first truss columna). .4 securely before erection of additional G) 00 NO walk on trusses. unbraced trusses. r .; nro Gamine en trusses I 4' sueltos. Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10'(3 m) o.c. max. 9.1 m) Asphalt Shingles 30' (9.1 m) - 8'(2.4 m) o.c. max. 45'(13.7 m) and 15' (4.6 m) o.c. for U2 chords. 45'(13.7 m) - 6'(1.8 m) o.c. max. 60'(18.3 m) 60'(18.3 m) - 4'(1.2 m) o.c. max. 80' (24.4 m)* Consult a Registered Design Professional for trusses longer than 60' (18.3 m). Consulte a un Professional Registrado de Disen"o para trusses mas de 60 pies. / See SCSI - Bi*** for TCTLR options. Vea el &CSI 62*** para las piodones de TCTLR. Refer to BCSI-B 3*** for A Gable End Frame restraint/bracing/< 45 A reinforcement information. Para informacion sobre restriction/ TCTLR arriostre/refuerzo para Armazones hastiales vea el resumen 801I-8. Note: Ground bracing not shown for clarity. Truss attachment Repeat diagonal braces for each set of 4 trusses. required at support(s) Repita los arrisotres diagonales para cada grupo de 4 trusses. Section A -A WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS _ illP11114 IR q,:q rzlhl?trl Iru p, n,lttu R 111k!la r Nt ^ r` 'RACtlX 4 +IL"S*/ 'd„ xi+e P-, M1Y t: x•. a c v , ! rY. Diagonal CLR splice reinforcement bracing Truss Member px CLR iWebmembers . , I I A Bottom chords Minimum 2'2x Scab block centered over splice. Attach Diagonal braces to CLR with minimum 8-16d every 10 truss spaces (0.135x3.5") nails each side 10' (3 m) - 15' (4.6 m) max. 20'(6.1 m) max. ofspli eofasspecifiedbythe BudiSamespacingasbottomNote: Some chord and web members SECTION A -A chord lateral restraint not shown for clarity. 3) BOTTOM CHORD - CUERDA INFERIOR Lateral Restraints - 2x4x12' or Truss ( Member greater lapped over two trusses or CLR splice reinforce - Note: Some chord ment. and web members Bottom not shown for chords clarity. 10'(3 m) - 15' (4.6 m) max. T:lr'.VT Y- -Cr';-?uu-'a- Diagonal braces every 10 truss spaces 20' (6.1 m) max, RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES I RESTRICCI6N Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X1 Y 4X2 r t' 0 (3 m) or Diagonal bracing Repeat diagonal bracing I Refer to 15'(4.6 m)* every 15 truss spaces 30' % 37*** for more(9.1 m) max. nformation, etpp r„ , Vea el resumen 8( 5i. & para m6s information. Apply diagonal brace to vertical webs at end of cantilever and at Material Height bearing locations. All lateral restraints - 12"(305 mm) Plywood or OSB lapped at least two trusses. Asphalt Shingles 2 bundles Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords 1 8" (203 mm) and 15' (4.6 m) o.c. for U2 chords. I I. tiles high p g p INSTALLING ® l/li/t' CIO Out -of -Plane Tolerances for Out -of -Plane. Out•of-Plumb Max.6ow Tru*s Length Tolerancias para Fuera-de-Plano. Refer to 8:.S1. 65.*** Truss bracing not shown for clarity. Max. Bow 0.50 D (fl j 3/4" 12.5' 19 rr- m Length ->• 1/4" v(3.8 77E6 • 14.6' nu. torte, altere o perfore ningun miembro estructural de un truss, i t)gMax. Bow 9 17 ( a menos que este especificamente permitido en el dibujo del disefici 6w% 22 mm • •(4.5 m • sa I ; 112" 2' 1" • 16.T Max. Bow I O ; Trusses que se han sobrecargado durante la construction o han sido alterados sin la autor- 1 4t(06 m 3/,V 2 mm (5.1 m)• l.1 18.8. 1 Length si, w ,' Plumb 19 mm 6.9 m 20 mm • (5.7 m) o r line 1 • • ' 1/4" 20.8' • Iv1 Tolerances for r i 1 1! m) nm) (6.3 m) Out-of-Plumb.1-1/4" 5' i-3/ "• 22.9' Tolerancias para D/50 max I n"' A1m) 35 mm7 • (7.0 rr• • Fuera-de-Plomada. 1/2"• W. 1-1/2'• 25.0' 8 mm) ('08 m) mm) (7.6 m) CONSTRUCTION LOADING 61-3/4" 7' 145 m (.1 m b44i• 29.2' • • 45 mm) 8.9 m) CARCrA DE CONSTRUCCION z 01-8' 2" 1(51 mm (i24m)(S1" 1>_ 33.3• • 10.1 -) i proceed with construction until all lateral restraint and bracing is securely and properly in place. proceda con la construction hasty que todas las restric- tions laterales y los arriostres esten colocados en forma apropiada It Segura. exceed maximum stack heights, Refer to BCSI-B4*** for more information. exceda las alturas maximas de monton. Vea el resumen BCSI-Bw*** para mas dnformaoon. Maximum Stack Height for Material on Trusses Material Height Gypsum Board 12"(305 mm) Plywood or OSB 16" (406 mm) Asphalt Shingles 2 bundles Concrete Block 1 8" (203 mm) Clay Tile I I. tiles high t w, w€ of stack materials near a peak or at mid -span. t; fa•t rt amontone los materia/es cerca de un pito. r'* -1 of ¢ overload small groups or single trusses. fru sobrecargue pequei5os grupos o trusses individua/es. 1 i Place loads over as many trussespossible.as t Co/oque las cargas sobre tantos trusses tomo sea posible. o q - I'1 Position loads over load bearing walls. Co/oque las cargas sobre las paredes soportantes. ALTERATIONS - ALTERACIONES Refer to 8:.S1. 65.*** Truss bracing not shown for clarity. Vea e/ resumen 4CS1 BS.*** i 0 Na> a cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. nu. torte, altere o perfore ningun miembro estructural de un truss, a menos que este especificamente permitido en el dibujo del disefici del truss. sa Trusses that have been overloaded during construction or altered without the Truss Man- ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. P PP Y ty Trusses que se han sobrecargado durante la construction o han sido alterados sin la autor- izacion previa del Fabricante de Trusses, pueden hater nulo y sin efecto la garantia limitada del ifFabricantedeTrusses. Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance To view a non -printing PDF of this document visitx sbcndustry.com bl NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes It needs assistance in some aspect of the construction project, it should seek assistance from a competent parry. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture an installation but must r of rpectedduetothenatureresponsibilities involved be resented9 , Po P only as a GUIDE for use by a qualified building designer or contractor. It is not intended that these recommendations be interpreted as superior to the building designer's design specification for handling installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for rests ning/braung and providing stability for the walls, columns, Floors, roofs and all the Interrelated structural building components as determined by the contractor. Thus, SBCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. SBC wood muss counoii TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 608/274-4849 • sbcindustry.com 703/583-1010 • tpinst.org 11 f7:S 7-.YTi n V-. IL -Y E44 rT;P- yo jf iww a SE O ODD rNp Cgq eF H FORT DALLAS TRUSS COMPANY, LLC. d.b. a. BEST TRUSS COMPANY VS DA Nq I FABRICATORS OF ROOF A FLOOR TRUSSES CONTRACT # 35 ENGINEERING PACKAGE coHrrsncroa: V/n%70ri/z LL ADDRESS: /l/(%J I SALES PERSON: JOB# 3 L12- DWG# 3 -2-- ONE SET COPIES, RECEIVED BY: OK TO RELEASE ENGINEERING. y - 7035 SW 44TH STREET MIAMI, FL 33155 PH: (305) 667-6797 FAX: (305) 667-0592 1-800-273-1034 PREPARED ENGINEERING PRINT NAME: NOd`L DATE: BY: DATE:75;, DATE: NOTE: THIS ENGINEERING IS VALUABLE!! ADDITIONAL CHARGES FOR EXTRA COPIES AND/OR REPLACEMENTS!! REMINDER: ALL CLAIMS OF ERROR OR DEFECTIVE MATERIALS MUST BE MADE TO SELLER PRIOR TO INSTALLATION!! off s t1 A BUILDING PERMIT APPLICATION 0BUILDING ELECTRIC Building Departmentartment RECEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JUN 0 5 24V Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION UNE PHONE NUMBER: (305) 762-4949 FBC 20 I`1 541'k Master Permit No -m.1 " 1 Sub Permit No. ROOFING REVISION EXTENSION RENEWAL PLUMBING MECHANICAL (PUBLIC WORKS CHANGE OF CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I U 1111 City: Miami Sho Folio/Parcel#: s Occupancy Type: _ OWNER: Name (Fee Simple City:1181(SV I I J Tenant/Lesseer,N.,ame: Email: OiL J 1, I m Load: Construction Type: Title older): u q4 AVp ion State: N 11=2vm 11 I f Name: Address: (A VC, 'A V City: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: —1 Cl Type of Work: LSI Addition Descriation of Work: I\emb) Historically Designated: Yes NO - lood Zone: 1 V BFE: w FFE: i ( otnS r = Certificate of Competency #: Phone#: joj ` qqo ity: M 00j I State:/ Zip:._ Square/Linear Footage of Work: `/ 00 SE Repair/Replace Demolition f> Alteration New F1 L I cleta nS Submittal Fee $ Permit Fee $ CCF $ SCO/CC $ W Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (i (0OJC Bond $ S 6b : ©Q 2 -CO- 07 A 3 U S , 5 Ai -> i 321 . ab p re - i N 6 Bonding Company's Name (if applicable) P Bonding Company's Address - - city State Zip Mortgage Lender's Name (if applicable) Mortgage lender's Address - City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 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 Pr building permit is issued. /n the absence of such posted notice, the inspection "not be approved and a rein 9ii Fdgn fee will i haA The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by _day of - . 20 . by who is per to (-CU rn p . who is p"—n—&%—kn-6Wto me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Print: 'J E • r-; Print: Seal: 09 OZo o' Seal: q ; Iwo a, NNO\Wi 11214 J II 111N APPROVED BY j / Plans Examiner Zoning f fdl f Ix Structural Review Clerk Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Bill To JOHN & CRISTINA BUTLER 10007 NE 4 Avenue MIAMI SHORES, FL 33138- 600 hir, 102 Atmet MIAMI SHORES, FL 33138 - Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 For Inspections please call: (305)762-4949 Permit Number: RC -6-17-1482 Invoice Date: June 02, 2017 Invoice Number: RC -6-17-64207 Bond Number: 3527 Comments: Permit Type: Residential Construction / Work Classification: Date Fee Name Fee Type Fee Amount 06/02/2017 Preliminary Plan Review Fixed 200.00 06/02/2017 CO/CC Fee Calculated 50.00 06/02/2017 Education Surcharge Calculated 17.00 10/13/2017 Bond Type - Owners Bond Fixed 500.00 06/02/2017 Plan Review Fee (Engineer) Calculated 160.00 06/02/2017 DCA Fee Calculated 38.25 06/02/2017 Technology Fee Calculated 68.00 06/02/2017 CCF Calculated 51.00 06/02/2017 Scanning Fee Calculated 60.00 06/02/2017 Permit Fee Percentage 2,550.00 06/02/2017 DBPR Fee Calculated 38.25 10/03/2017 Plan Review Fee (Engineer) Calculated 120.00 Total Fees Due: 3,852.50 Friday, October 13, 2017 Return to: E Shores Village N.E. 2nd AVpnue Shores, FL 33138-0000 Bill To JOHN & CRISTINA BUTLER 10007 NE 4 Avenue MIAMI SHORES, FL 33138- 60-0 NE 102 StFeet MIAMI SHORES, FL 33138 - Permit Number: RC -6-17-1482 Invoice Date: June 02, 2017 Invoice Number: RC -6-17-64207 I Bond Number: 3527 I Comments: Permit Type: Residential Construction / Work Classification: Date Fee Name Payments Friday, October 13, 2017 Fee Fee Amount Date Pay Type Check Number Amount Paid Change 06/05/2017 Check 102 $360.00 $0.00 10/03/2017 Credit Card 10/13/2017 Credit Card 200.00 $0.00 3,292.50 $0.00 Total Paid: $3,852.50 Total Due: $0.00 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number PerM# No. RC -6-17-1482 Permit Type: Residential Construction IWork Classification: Addition/Alteration Permit Status: APPROVED issue Da#e: 14/16/2017 1 Expiration: 05/15/2018 Applicant 10007 NE 4 Avenue 1132060170490 Miami Shores, FL Block: Lot: JOHN & CRISTINA BUTLER Owner Information Address Phone Cell JOHN & CRISTINA BUTLER 10007 NE 4 Avenue MIAMI SHORES FL 33138- 500 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone IMBURGIA CONSTRUCTION SERVICE 305/525-5707 In Review Date Approved:: In Review Amount Date Denied: 500.00 Type of Construction: REMOVE EXISTING CARPORT ANC 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 - Owners Bond 500.00 CCP 51.00 CO/CC Fee 50.00 DBPR Fee 38.25 DCA Fee 38.25 Education Surcharge 17.00 Permit Fee 2,550.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 80.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 160.00 Preliminary Plan Review 200.00 Scanning Fee 60.00 Technology Fee 68.00 Total: 4,172.50 Valuation: $ 85,000.00 Total Sq Feet: 2700 Pay Date Pay Type Amt Paid Amt Due Invoice # RC -10-17-65376 11/16/2017 Credit Card 320.00 0.00 Bond #: 3527 Invoice # RC -6-17-64207 06/05/2017 Check #: 102 360.00 3,492.50 10/13/2017 Credit Card 3,292.50 200.00 10/03/2017 Credit Card 200.00 0.00 Bond #: 3527 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning F. Termite Letter F. Elevation Certificate Review Building Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Structural Review Structural Review Mechanical Review Mechanical Review Plumbing Review Plumbing Declaration of Use 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. November 15, 2017 4 L, Miami Shores VillagesO1S 10050 N.E. 2nd Avenue NE Type of Construction: REMOVE EXISTING CARPORT ANC Occupancy: Single Family Miami Shores, FL 33138-0000 Exterior: Phone: (305)795-2204 ORiDp' Left Setback: Pert.NO. RC -6-1 7-1 Uig Permit Type:' Residential Construction mWork Classification: Addition/Alteration Petmit Status: APPRfJ1/ED issue Date: 11/16/2017 I Expiration: 05/15/2018 Project Address Parcel Number Applicant 10007 NE 4 Avenue 1132060170490 Miami Shores, FL Block: Lot: JOHN & CRISTINA BUTLER Owner Information Address Phone Cell JOHN & CRISTINA BUTLER 10007 NE 4 Avenue - MIAMI SHORES FL 33138- 500 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone IMBURGIA CONSTRUCTION SERVICE 305/525-5707 In Review Date Approved:: In Review Amount Date Denied: 500.00 Type of Construction: REMOVE EXISTING CARPORT ANC 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 - Owners Bond 500.00 CCF 51.00 CO/CC Fee 50.00 DBPR Fee 38.25 DCA Fee 38.25 Education Surcharge 17.00 Permit Fee 2,550.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 80.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 160.00 Preliminary Plan Review 200.00 Scanning Fee 60.00 Technology Fee 68.00 Total: 4,172.50 Valuation: $ 85,000.00 Total Sq Feet: 2700 Pay Date Pay Type Amt Paid Amt Due Invoice # RC -10-17-65376 . 11/16/2017 Credit Card $ 320.00 $ 0.00 Bond #: 3527 Invoice # RC -6-17-64207 06/05/2017 Check #: 102 10/13/2017 Credit Card 10/03/2017 Credit Card Bond #: 3527 360.00 $ 3,492.50 3,292.50 $ 200.00 200.00 $ 0.00 Available Insoections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning F. Termite Letter F. Elevation Certificate Review Building Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Structural Review Structural Review Mechanical Review Mechanical Review Plumbing Review Plumbing Declaration of Use 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 November 16, 2017 1 4NURES L, F 0 it) Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Permit No. RC -6-1 7-1482 MAL Pettit Type: Residential Construction ILWork Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 1111612017 1 Expiration: 05/15/2018 Aoolicant 10007 NE 4 Avenue 1132060170490 Miami Shores, FL Block: Lot: JOHN & CRISTINA BUTLER Owner Information Address Phone Cell JOHN & CRISTINA BUTLER 10007 NE 4 Avenue MIAMI SHORES FL 33138- 500 NE 102 Street MIAMI SHORES FL 33138 - Contractors) Phone Cell Phone IMBURGIA CONSTRUCTION SERVICE 305/525-5707 In Review Comments: Amount Date Approved:: In Review 500.00 Date Denied: 51.00 Type of Construction: REMOVE EXISTING CARPORT ANC Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: certificate Date: Additional Info: 3ond Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond 500.00 CCF 51.00 CO/CC Fee 50.00 DBPR Fee 38.25 DCA Fee 38.25 Education Surcharge 17.00 Permit Fee 2,550.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 80.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 160.00 Preliminary Plan Review 200.00 Scanning Fee 60.00 Technology Fee 68.00 Total: 4,172.50 Valuation: $ 85,000.00 Total Sq Feet: 2700 Pay Date Pay Type Amt Paid Amt Due Invoice # RC -10-17-65376 11/16/2017 Credit Card 320.00 0.00 Bond #: 3527 Invoice # RC -6-17-64207 06/05/2017 Check #: 102 360.00 3,492.50 10/13/2017 Credit Card 3,292.50 200.00 10/03/2017 Credit Card 200.00 0.00 Bond #: 3527 Avallame I IInspection Type: Final PE Certification miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning F. Termite Letter F. Elevation Certificate Review Building Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Mechanical Review Mechanical Review Plumbing Review Plumbina 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 November 16, 2017 2 FLORLQp` Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Permit NO. RC -6-17-1482 Permit Type., Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED Issue Data W16/2011 I Expiration: 05/15/2018 Aonlicant 10007 NE 4 Avenue 1132060170490 Miami Shores, FL Block: Lot: JOHN & CRISTINA BUTLER Owner Information Address Phone Cell JOHN & CRISTINA BUTLER 10007 NE 4 Avenue MIAMI SHORES FL 33138- 500 NE 102 Street MIAMI SHORES FL 33138 - Contractors) Phone Cell Phone IMBURGIA CONSTRUCTION SERVICE 305/525-5707 In Review Date Approved:: In Review Amount Date Denied: 500.00 Type of Construction: REMOVE EXISTING CARPORT ANC 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 - Owners Bond 500.00 CCF 51.00 CO/CC Fee 50.00 DBPR Fee 38.25 DCA Fee 38.25 Education Surcharge 17.00 Permit Fee 2,550.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 80.00 Plan Review Fee (Engineer) 120.00 Plan Review Fee (Engineer) 160.00 Preliminary Plan Review 200.00 Scanning Fee 60.00 Technology Fee 68.00 Total: 4,172.50 Valuation: $ 85,000.00 Total Sq Feet: 2700 _j Pay Date Pay Type Amt Paid Amt Due Invoice # RC -10-17-65376 11/16/2017 Credit Card 320.00 0.00 Bond #: 3527 Invoice # RC -6-17-64207 06/05/2017 Check #: 102 360.00 3,492.50 10/13/2017 Credit Card 3,292.50 200.00 10/03/2017 Credit Card 200.00 0.00 Bond #: 3527 required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. November 16, 201 Available Insnections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning F. Termite Letter F. Elevation Certificate Review Building Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Structural Review Structural Review Mechanical Review Mechanical Review Plumbing Review Plumbing Declaration of Use 06669 Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY 6735303 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES IMBURGIA CONSTRUCTION SERVICES INC RENEWAL SEPTEMBER 30, 2017 9822 NE 2 AVE 10 7008824 Must be displayed at place of business MIAMI SHORES FL 33138 Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS IMBURGIA CONSTRUCTION SVCS INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED CGC011601 BY TAX COLLECTOR Worker(s) 7 $45.00 09/14/2016 CREDITCARD-16-053637 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all commercial vehicles - Miami -Dade Code Sec Ra -276. For more information, visit www.miamidade.nov/taxcollector f<j0K SCC -)1'1. C;OVEf NQR KEN LA .'SON. SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC01 t f)o3 Tho GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions o` Ci,apter 489 FS F.xparatlOn dale: AUG 31. 2018 IMBURGIA, LOUIS S IMBURGIA CONST SERVICES INC 9822 NE 2ND AVENUE. SUITE 01.0 NVAKIISIIORFS FL 33138 aD]5,12 rh DISPLAY AS REQUIRED UY LAV4 SEa 4 06030WO—'141w IMBUC01 OP ID: DE DATE (MMIDD/YYYY) AcoR CERTIFICATE OF LIABILITY INSURANCE 1 03/13/2017 THI TIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED 2EPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: Manny T. AltneU Tanenbaum Harber of Florida PHONE—954-883-2900 f C, Not. 954-517-7400 — 2900 SW 149th Avenue 1AS, No,.Ext): — —_ —_—_ _ .—_-- — --- E-MAIL Miramar, FL 33027.6605 ADDRESS:-- ---- — Manny T. Altneu _ INSURER(S) AFFORDING COVERAGE _ NAIC # INSURER A -Endurance American Specialty —_ — —_ 41718 _— INSURED Imburgia Construction INSURER B: Commerce & Industry_ Company _ _.__...___.1941 Services, Inc. INSURER C: _— —..-- -- -- — -- - -- Mr. Vincent Imburgia — "-" — — — INSURER D: 12555 Biscayne Blvd #888,—_ - North Miami, FL 33181-2522 INSURERE: _.! — _------- — INSURER F: 1IaaO CO. COVERAGES CtKIIt'IGAIrNUIVIDc-c: ------------- THIS LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODTHISISTOCERTIFYTHATTHEPOLICIESOFINSURANCEANYREQUIRE'AENT. TER1`0 OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISINDICATED. NOTWITHSTANDINGCERTIFICATEMAYBEISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIf.1ITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I —' --` ` `! -- _" '— ADDCSUBR TYPE OF INSURANCE INSD WVD POLICY NUMBER POLICFF POLIO/ EXP LIMITSYE MMIDDII'YYY) (MMIDDIYYYY TR A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE _= 1,000,000 X CBF10000143000 A G iC R'ENTEED031111201703(11/201 pR= ISES,-_yccc 100,000 OL.AIt;S4,ADE OCCUR 5,000 X Blanket All X Waiver Of SUbrO — F=RS --NA - ADV INJURY —S -_ 1,000,000 GEVER4_LAGGREGr.T E c— 2,000,000 GEN'L AGGREGATE LI;';9T .4F L!ES PER; R" 2,000,000 X POLICY JEC" LCC FRCDJCTS - COMP OF AGG S Emp Ben. 1,000,000 OTHER: COL!BINEC SINGLE LI'1T c n/a AUTOMOBILE LIABILITY LE a acc.de-: BODILYINJJRY!Pe•ce-scn) n1a ANY AUTO ALL 0%':N=D SCHEDULED BODELY INJURY (Fer a -c de^:I s n/a n/aAUTOS .- --_ AUTOS JON MED rR^a.=ERr" a r:;:GE - -- - 1-O:': HIRED AU -OS _ AU705 fFE'2:c dE,^ UMBRELLA LIARX OCCUR C -i OCCURRENCE ._ c 1 ,000+000 EBU020689877 03/11/2017 03/11/2018 AGGREGATE S 1,000,000 B X EXCESS LIAR CLA.I!: S-LtADE C=O X RETEN'ION S 0 S PER 07H - WORKERS COMPENSATION TE ER AND EMPLOYERS' LIABILITY Y I N STA7t L. EACH vCCIDENT S_ n/a ANv PROPRIETOR'FARTNEREXECUTNE N I A E y OFF .CERR: E.VEER EXCLUCED^ E.L DISEASE - EA_EI 1PLOYEE n/a Mandatory in NH) n/af`yes, CescSee Inde, DESCRIPTION OF OPERATIONS e cr: E.L. DISEASE -POLIO" Llt.'I DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101. Additional Remarks Schedule. may be attached if more space is required) Shell (Concrete) Construction PROOF01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN For Information Purposes Only ACCORDANCE WITH THE POLICY PROVISIONS. xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxXxxxxxXxx AUTHORIZED REPRESENTATIVE- xxxxxxxxxxxxxxxxxxxxxxxxxXxxxx xxxxxxxxxxxxxxxxxxxxxx w I7oo-Gu14 N: %JMLJ — ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD 1 CERTIFICATE OF LIABILITY INSURANCE Dab 32MV pro"aer: PlymouthInstnarimAgent.. W" cartiliceralsbonedasaUWAerarlritar..tlerlail dadon I I no 2739 U.S. Highway 19 N. HoCday, FL 34691 rlljiO'wonitine Ibdrr. ThisoerbiBabedorssoldier(,estend or allbr'be ame lager ifoeded ar'irs °o6`ies labor 727) 938-5562 Liswers Affording COVerdge NMC # Lmtmed: South East Perone l Leasing, Inc. 8r Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 e- uon Insurance Company 11075 In Pul rc InswerM InsurerE Coverages me ofirmanxisled'dliars loiie anyrePianeOlama bray aolha alai nnaped levildd fns oeiirele resp be issueloruW peifek 6e insrao aN I ' by ere paides desalted heroic is sutjed loa K -dreg waooM and inraiionis dsurh Policies Aggepre Mills .1, may have been reduced by Peld tleiin VM LTR u Type of Insuranoe Poky Nonber Policy P p Limits GENERAL I IABLL rrY Each 0cuarorca Commercial General liability Claims Made [:]Occur P used Ev Personal Adv bujwy aggregate limit applies per. Pricy 13 Piojed Loc Gomel AgWelida ProArds-Cm4bPA99 LIABILrrY Combined single ilii[ EA AWdden9 Any Aub N Owed Milos Scheduled Arabs lioday P- P' Bodiy" HiredAulos lion-Orned MOW. MwAccldwd) PmPeib Deresgs Pa A) Q LIABILftY EachOoiuretce Oar a Claims Mede Deduclible AgWeple A hYarlcena Campeiesadpn and UWMy WC 71949 011012017 01/012018X VVC b Limits oTli- E.L. Each Acc idait S1 o0o gob E.L Disease -Ea Employee St,000.000eckided7NO It Yes, describe wider speltial provisions below- ELDisuense- Paigt.imis stAO0000 Dow Lion Lmeranm CanWany is A.M. Best ConpmWrobed A- 6caelent AMB 12616 Deam"ansof added by Provisions: GhentID: 41-66445 Mvew oriy g4iies to active mVbyee(s) of South Fast PESmmel leasm 1111C.&R111siftrieStIletale leased to the falbvving "ales[ compow. Lnbargla Gonabudion Semi=s Lac Ommrage only applies to btj s biased by South East Personnel leasilg, Luc & Subsidraies active eiipbyee(s), while working In: Ft. Cwsale dog not apply to statutory employee(s) or Independent conbatlor(s) of the Client Company or any other entity. A IM of the active employee(s) leased b the Cfent Company cal be obtained by fadn9 a request to (727) 937-2138 or by d&g (727) 938-5562. Ptroject lhame: ISSUE 11302-17 (CF) Beebe Daft 31312ft7 ClEffrIFIrATE HOLDER c'•! !710x1 bwiren M dendeaw le m133Db. l deys mesa mI boxed aerli le halclar d b tM lilt, W b iepeniall sdosoawelrt— no ablbeim a Yhilly d any n d upon/the borer, lb agads a m t!iv..r I IIllli IIIII IItiIIIIIItIIBI Illlllllllilll ILII Thomas G. Sherman, P.A. Maria Gross 90 Almeria Avenue Coral Gables, Florida 33134 Record & Return to: Christopher P. Kelley, P.A. 11098 Biscayne Boulevard Suite No. 205 Miami, Florida 33161 OR Br:. 30292 Pss 29.5-2967 (3Pss) tit(: TAX Parcel Identification No: 11-3206-017-0490 SPACE ABOVE THIS LINE FOR RECORDING DATA WARRANTY DEED Made this 31st day of October, 2016, A.D. by Nancy Hazlett Bennett, individually as an un remarried widow as Trustee of the Nancy Bennett Revocable Trust, dated September 24, 2015, whose post office address is: 1266 NE 101 Street Miami Shores, Florida 33138 (hereinafter called the "Grantor"), to John Butler and Cristina Butler, whose post office address is: 10007 NE 41 Avenue Miami Shores, Florida 33138 (hereinafter called the "Grantee"): Whenever used herein the term "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) WITNESSETH, that the grantor, for and in consideration of the sum of Ten and 00/100 Dollars, 10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Miami - Dade County, Florida, viz: Lots 13,14 and 15, in Block 90 of MIAMI SHORES, SECTION NO. 4, according to an Amended Plat thereof recorded in Plat Book 15, at page 14, of the Public Records of Dade County, Florida, together with the improvements thereon and all furniture, furnishings, household goods and equipment within said improvements. a/k/a 10007 NE 4th Avenue, Miami Shores, Florida 33138 Parcel Identification No: 11-3206-017-0490 This conveyance is made subject to the following: 1. Easements, rights of way, limitations, reservations, covenants and restrictions of records, if any, which are not hereby being re -imposed; and, Zoning or other regulatory laws and ordinances affecting the land, if any. Pagel of 3 Warranty Deed HOLD HARMLESS PROPERTY LOCATED AT: k (QE NvE;SI RES 3313P, ICom\' he6 .- ex owner of the subject property, Permit number RG 1-1 — 14 'tr 2 would like to request an early start permit as allowed under section 105.12 of the 2014 Florida Building Code for the scope of work delineated in the building permit application and plan prior to the final approval and issuance of the permit, provided the work does not proceed past the first required inspection. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense including attorney's fee) resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the correction, if required, of work performed under the above permit. Prime Contractor -qualifier) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this '` day of Ju 6J Notary Public, State of Florida at Large o: •• . . . •• \Y CATHERINE A. DUFFIN Notary public - State of Florida Commission k GG 104296 oF F` My Comm. Expires May 14, 2021 0 Bonded throughNational Notary Assn. DAVID A. DACQUISTO, AICP PLANNING d ZON NG DIRECTOR DEVELOPMENT ORDER r vil, cS110i""ej 10050 N.E SECOND AVE. MIAMI SHORES. FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 File Number: PZ -1-17-20173 Property Address: 10007 NE 4 Avenue Property Owner/Applicant: John Butler and Christina Imburgia Address: 10007 NE 4 Avenue Agent: Louis Imburgia Address: 1255 Biscayne Blvd.. 9888. N. Miami. FL 33181 Whereas, the applicant John Butler and Christina Imburgia (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 February 23, 2017 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. The 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: l) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. Pace I Of 3) Applicant to apply for and obtain building permits from the Building Department for all work started or completed without building permits. 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies before beginning work. 5) An erosion and sedimentation plan subject to review and approval by the building official is required and must be submitted to the building official with the building permit application. 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. 6) The building official may require the applicant to provide an architect or engineer's drainage plan and report to certify to the building official that the site provides storm drainage that detains the first one inch in natural or filtered structural facilities prior to the issuance of a building permit by the Building Official. 7) The applicant is responsible for the installation and maintenance of drainage structures and any site modifications shorn on the drainage plan that are necessary to provide storm drainage 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 Planning Director. Major changes to the approved drainage plan including the construction of 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. 8) All drainage improvements shall be installed in accordance with the approved drainage plan before final inspection by the Building Official. 9) 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 47. 10) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health DOH/HRS) as required. 11)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. 12) Applicant to meet all applicable code provisions at the time of permitting. I') This zoning permit will lapse a.nd become invalid unless the work for which it was approved is started within one (1) year of the signing of the development Pa( -),e 2 of 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. The application with conditions was passed and adopted this 23rd day of February, 2017 by the Planning and Zoning Board as follows: Motion to approve subject to Staff s recommendations with an added requirement that the Applicant consider- including the carport element as part of the design. Taking the existing feature of the carport and moving it over to the side expandino it over the new driveway. Seconded by Mr. Diaz. Discussion took place about the Motion. Side setbacks are discussed. The vote was unanimous in favor of the Motion. Mr. Snow Yes Mr. Busta Absent Ms. Hegedus Yes Mr. Diaz Yes Chairman Fernandez Yes Date Pace 3 of 3 Gust Width Span Area Zone Max Min Max P Min P ft ft MecaWind Std v2.2 7 0 GC P per ASCE.. 7- 0 psf Developed by MECA Enterprises, Inc. ^ opyrignt wwk mecaent%prises Date 5/31/2017 2 00 18.00 Company Name G.D. K,LIEGER, INC. Project No. K17.0_ Designed By a/: 0.30 Address : 1909 HARRISON ST., STE 209 GERSHON KLIE ER4 PE H`36109) ) 35.97 City HOLLYWOOD, FL 33020 Description QQ[ ,/ `. Customer Name r^•'%1 4I 2.00 State : P: 959. 923.2111 18.00 108.0 File ovation: C:\Users\G\AppData\Roaming\MecaWind\Uefault.wnd Proj Location 1.20 17.62 Inp t Parameters: Directional Procedure All Basic wind Heights Building (Ch 27 Part 1) pj;3 Speed 7"„ 00 :nlah 2.00 18.00 Structural Category = 1; Exposure 3 0.30 Natural Frequency = N/A Importance Factor category = C Flexible Structure = No00 Alpha Kd Directional Factor 0.85Factor 9.50 At Zg 900.00 ft 3.00 0.11 Am 0.15 Bt 1 0.50 0.90 0.20 Bm l 0.60 Epsilon = 0. 20 3.00 500.00 ft 00 Pitch of Roof = 5.6 : 12 h: Mean Roof Ht Zmin 5.00 ft Slope of Roof(Theta) 11 5.02 Deg 0.=, 70 21.75 ft RHt: Ridge Ht - 23.50 ft Type of Roof HIPPED OH: Roof Overhang at Eave= .00 ft Eht: Eave Height Overhead TType 20.00 ft •• 3.00 Bldg Length Along Ridge = 19.00 ft Length of Hipped giQg Width Across N OveXhanq •• Ridge= :15 oft •ftRidge = 11.00 ft Roof Slope on Hip End = 416.•19 Deg • •: • Gust Factor Calculations WALL (4) n./. Gust Factor Category I Rigid Structures - Gustl: For Rigid Structures Simplified Method f I`//M p} • IEu =-7 • R' ' • Nat. Freq.>1 Hz) use 0.85 = 0.85• •. jr .. too* Gust Factor Category II Rigid Structures - Complete AnalysisZm: 0.6 -Ht lzm: Cc-(33/Zm)'0.167 Lzm: 1-(Zm/33)'Epsilon Gust -'... m' Gust Factor Surmnary Not a Flexible Structure use the Lessor of Gustl or Gust2 5 .• SE 15.00 ;c,: :.•kp9 ....: e 4 03 •; Q• Yy ti s 0. 8 5,c)•l y' y yQA• , • C . ,\ , t\`\: Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi , VtTf{cSS10`Vr\ GCPi : Internal Pressure Coefficient = 1's 11(tf iOlk Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of ` v Width of Pressure Coefficient Zone "a" = 3.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCP GC P Psf psf TRUS, (1) rw 2 00 18.00 108.0 1 0.30 0.80 17.62_ 35.97 TRUSS (3) 2.00 18.00 108.0 2 0.30 1.20 17.62 50.65 pj;32.00 18.00 108.0 3 0.30 2.00 17.62 80.0RFG (1) 3.00 3.00 9.0 1 0.50 0.90 4. 6 39.64RFG2) RF'G (3),O i 3.00 00 0 5 0.=, 70 24.96 69.00 3.00 1,, i 96 1f? 0, WALL (4) o WALL WINDOW/D:OP 4 l q WINDOW/DGOR r5' 00 3.00 0 7-7tl40 57.59 Khcc:Comp. & Clad. Table 6--3 Case 1 Qhcc:.00256`k'^2'Khcc'Kht`Kd 0.92 36.70 psf GD KLIEGER, INC. 1909 Harrison St. #204 Hollywood, FL P:(954)923-2111 GERSHON KLIEGER, PE #36109 Masonry Slender Wall Project Title Engineer: Project Descr: Description BUTLER RESIDENCE- 2 STORY ADDITION -REINFORCED MASONRY WALLS File = C:IUs X, GIGIDOC 110111llllll11 i NO3sF :`- srv• 9Q — Printed: AY 20 71:53AM. IIUr% -T Code References 1r E N G'Calculations mi per ACI 530-05, IBC 2006, CBC Load Combinations 2007, ASCE 7-05 I, ' r-^ •2'31 X • • • U111I11111N_ Used : ASCE 7-10 Generallnform`ation Construction Type Grouted Hollow Concrete Masonry Calculations IBC 2006, CBC 2007, ASE 7-05per APacrossFm = 1.50 ksi Fy - Yield = 60.0 ksi Nom. Wall Thickness Actual Thickness 8 in Temp Dickness = deg FFr - Rupture = 61.0 psi Em = ' Rebar "d" distance 3.750 in Min Allow Out -of -plane Ratio = p I'm = 900.0 Lower Level Rebar Minimum Vertical Steel % = 0.0020 Max % of p bal. = 0.1028 Bar Size 5 Grout Density = 140 pct Weight Normal Bar Spacing 48.0 ]i,. S/l>'Lei J/5n d5ll Z'pBlockWeightrr Wall Weight = 55.0 psf ct ly, 1 i • • • Wall is grouted at rebar cells only One -Story Wall Dimensions A Clear Height = 10.0 ft B Parapet height = 0.0 ft Wall Support Condition Top & Bottom Pinned Vertical Loads Vertical Uniform Loads ... ( Applied per foot of Strip Width) Ledger Load Eccentricity 2.0 in Concentric Load Lateral Loads Wind Loads: Full area WIND load 50.0 psf 0 A kbf• 1r r I, ' r-^ •2'31 X • • • rl ia i ct ly, 1 i • • • 1 kbf• 1r r I, ' r-^ •2'31 X • • • rl ia i Floor Attachment y'•• -• ••• •. •• D D d Lr : Roof Live Lf : Floor Live S : Snow W: Wind1.80 0.0 0.70 0.0 0.0 k/ft00.0 0.0 0.0 k/ft 41,smic Loads : Wall Weight Seismic Load Input Method Seismic Wall Lateral Load Fp 1.0 = Direct entry of Lateral Wall Weight 00PSI 0.0 psf 44 r I, ' r-^ •2'31 X • • • rl ia D D d Lr : Roof Live Lf : Floor Live S : Snow W: Wind1.80 0.0 0.70 0.0 0.0 k/ft00.0 0.0 0.0 k/ft 41,smic Loads : Wall Weight Seismic Load Input Method Seismic Wall Lateral Load Fp 1.0 = Direct entry of Lateral Wall Weight 00PSI 0.0 psf GD KLIEGER, INC. 1909 Harrison St. #204 Project Title Hollywood, FL Engineer P: (954) 923-2111 Project Descr: GERSHON KLIEGER, PE #36109 Mason Slender Wall z, Description : BUTLER RESIDENCE- 2 STORY ADDITION - REINFORCED MASONRY WALLS DESIGN SUMMARY Governing Load Combination ... PASS - - -- Moment Capacity Check 1.20D+0.50L+W PASS Service Deflection Check W Only PASS Axial Load Check 1.20D+0.50L+W PASS Reinforcing Limit Check Design Maximum Combinations Moments Allowable ValuesMaximumBending Axial Load Load Combination Pu 0.2*fm*b*t k 2.015 k -ft 1.40D at 9.67 to 10.00 2.546 16.560 1.20D+1.60L at 9.67 to 10.00 3.302 16.560 1.20D+0.50L at 9.67 to 10.00 2.532 16.560 1.20D+0.50W at 6.33 to 6.67 2.402 16.560 1.20D+0.50L+W at 5.67 to 6.00 2.796 16.560 1.20D40.50L+E at 9.67 to 1000 2 532 16.560 0.90D+W at 5.33 to 5.67 1.851 16.550 0.90D+E at 9.67 to 10.00 1.637 16.560 Design -Maximum Combinations • Deflections Base Horizontal Mcr k -ft 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.44 Proiect ID: Printed: 31 MAY 2017, 11:53AM File C:6sersIGID000ME-11ENERCALC Data Fileslexarrples.ec6 ENERCALC, INC, 1983-2017, Build:6.17.2.28, Ver:6.17.2,28 Results reported for "Strip Width" of 12.0 in ctual Values Axial Load Allowable ValuesMaximumBendingStressRatio = 0.4522 Max Mu 0.9112 k -ft Phi * Mn 2.015 k -ft Actual Defl. Ratio L/ 794 Allowable Defl. Ratio 150Max. Deflection 0.1512 in 0.44 0.25 Max Pu / Ag Localion 59.820 psi Max. Allow. Defl. 0.80 in D+0.60W at 5.33 to 5.67 5.833 It 0.2 * fm 300.0 psi Controlling As/bd 0.001667 As/bd ® 1028 rho bal 0.1034 Maximum Reactions .. for Load Combination.... 0.44 Top Horizontal W Only 2.563 0.250 k Base Horizontal W Only• 0.250 k Vertical Reaction D+L 044 Mu k -ft-. 0.42 0.55 0.42 0.53 0.91 0 42 0.80 0.27 Load Combination Axial Load Moment Values Pu Mcr Mactual in. k k -ft k -ft D Only at 5.67 to 6.00 2.038 0.44 0.18 D+L at 5.67 to 6.00 2.738 0.44 0.25 0+0.750L at 5.67 to 6.00 2.563 0.44 0.23 D+0.60W at 5.33 to 5.67 2.057 0.44 0.55 D+0.70E at 5.67 to 6.00 2.038 0.44 0.18 D+0.750L+0.450W at 5.67 to 6.00 2.563 0.44 0.51 D+0.750L40.5250E at 5.67 to 6.00 2.563 0.44 0.23 0.600+0.60W at 5.33 to 5.67 1.234 0.44 0.47 0.60D+0.70E at 5.67 to 6.00 1 223 044 0.11 L Only at 5.67 to 6.00 0.700 0.44 0.07 W Only at 5.00 to 5.33 0.000 0.44 0.62 331 10 0.000 0.00 0.00 Reactions - Vertical & Horizontal Load Combination D Only D +L D+0.750L D+0.60VV D+0.70E Base Horizontal 0.0 k 0.0 k 00 k 0.2 k 0.0 k e q 0 3.09CTR Results reportedaFor-Strip 1VJM?f:*%12 in. Moment Values • Phi Phi Mn As *As% tio0. 6 * :••••: k -f: in42 • • • • • r" bal • • 0.90 1.950.078 0.0017 1: 2i: 0.90 2.14 0.078•Q,017 •.0.1p24 0.90 1.95 0.078 . . . .a(1017 0.1D25 •' 0.90 1.92 0.078 ; '0.117 . 0.1036 • • ••: • 0.90 2.01 0078 • C,0017* 71**' • • 0.1024 0.90 1.95 0.078 • • -0417 • TOI Q25' • ' 090 1.78 0.078 0.0017 0.1028' 0.90 1.72 0.078 0.0017 0.1028 Results reported for "Strip Width" = 12 in. Stiffness Deflections I gross I cracked I effective Deflection Defl. Ratioin14n14n14in 331.10 23.74 331.100 0.007 16,047.2 331 10 25 69 331.100 0.010 11,528.0 331.10 25.21 331.100 0.010 12,402.6 33110 23.79 29.873 0.077 1,560.3 331.10 23.74 331.100 0.007 16,047.2 331.10 25.21 35.280 0.053 2,273.9 331.10 25.21 331.100 0.010 12,402.6 331.10 21.41 38.319 0.030 3,939.3 331.10 21.38 331.100 0.004 26,815.3 33110 19.81 331100 0.003 41,441.4 33110 17.65 2.0.095 0151 793.9 0.00 0.00 0.000 0.000 0.0 Results reported for "Strip Width" = 12 in. Top Horizontal Vertical @ Wall Base 0.03 k 2.350 k 0.04 k 3.050 k 0.04 k 2.875 k 0.12 k 2.350 k 0.03 k 2.350 k GD KLIEGER, INC. 1909 Harrison St. #204 Hollywood, FL P:(954)923-2111 GERSHON KLIEGER, PE #36109 Masonry Slender Wall Project Title: Engineer: Projecl Descr Description : BUTLER RESIDENCE- 2 STORY ADDITION - REINFORCED MASONRY WALLS Reactions • Vertical & Horizontal in. Load Combination Base Horizontal D+0.7501_ -4450W 0.04 k 2.875 k 0.2 k D+0.750L+0.5250E 0.0 0.60D+0.60W k 1.410 k 0.2 k 0.60D+0.70E 00 L Only k 0.000 k 0.0 k W Only 0.3 k E Only 0.0 k Project ID. Primed: 31 MAY 2017, 1 1:53AAA File = C:IUsersIGID000ME 11ENERCALC Data Fileslexamples.ec6 ENERCALC, INC. 1983.2017, Build:6.17.2.28, Ver:6.17.2.28nnw+e+nw Results reported for "Strip Width" = 12 in. Top Horizontal Vertical @ Wall Base 0.07 k 2.875 k 0.04 k 2.875 k 0 13 k 1.410 k 0.02 k 1.410 k 0.01 k 0.700 k 0.25 k 0.000 k 0.00 k 0.000 k GD KLIEGER, INC, 1909 Harrison St. #204 Project Title. Hollywood, FL Engineer: Project ID: P: (954) 923-2111 Project Descr: GERSHON KLIEGER, PE #36109 Steel Beam . ..... -------- Pnnled: 31 AY LOJ_L 11:27AM File C:IUserslG;Ib66-tU--ME--1-1E*N'E--R-C—ALC Data Fileslexamplei_ec6 D ENERCALC, INC. 1983-2017, Build:6 17.2.28,,Ver:6.17.2,28 Description BUTLER RESIDENCE- 2ND FL STEEL BEAM (L=20 FT) S H N NoCODEREFERENCES ....... Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 4-41 Load Combination Set : ASCE 7-10 j% Mate!Lial_P,/V0 3610AnalysisMethod: Allowable Strength Design y o Beam Bracing Beam is Fully Braced against lateral -torsional buckling E: Modulu Fy: Steel I VID ks§74 Bending Axis Major Axis Bending k e0s V 11,0$ L ENG\ V V V _ V 111.', V, .1 A Span = 20.0 ft so** 6 o 7 W12x22 o o *see 6**oee o s•. o • o*:•**o s o' 000:oo so o **so* Applied Loads oeo*oe 6 - Service loads entered. Load Factors will be applip fQr calcul4iW.o: Beam self weight calculated and added to loading 6666 Uniform Load : D = 0.0250. L = 0.040 kst, Tributary Width = 14.0 fl, (FL LOAD) 66*6 so** so:*** DESIGN SUMMARY maximum Bending Stress Ratio 6 6 6 **so* 1 0,885 1 Maximum Shear Stress Ratio = 6 Section used for this span *so o • 0.202 1 so Ma Applied W12x22 Section used for this span• 6 • Ll jx22 • 46.600 k -ft Va : Applied 6 o 9.320MnOmega : Allowable 52.635 k -ft Vn/Omega :Allowable so.* Load Combination * o .051 ko D+L Load Combination 6 •*D+I_ Location of maximum on span 10.000ft Location of maximum ons pan 0.000 ftISpan # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 i Maximum Deflection Max Downward Transient Deflection 0.447 in Ratio = 536>=360MaxUpwardTransientDeflection0.000 in Ratio = 0 <360MaxDownwardTotalDeflection0.745 in Ratio = 322 >=180MaxUpwardTotalDeflection0.000 in Ratio = 0 <180 Vertical Reactions Support notation Far left is #1 Values in KIPSLoadCombinationSupportISupport2 overall-MAXimurn 9.320 9.320 Overall MINimum 2.232 2.232 D Only 3.720 3.720 D -L 9,320 9.320 D+0.750L 7 920 7,920 0.60D 2.232 2.232 L Only 5.600 5.600 GD KLIEGER, INC. Project Title: 1909 Harrison St. #204 Engineer: Hollywood, FL Project Descr: P:(954)923-2111 GERSHON KLIEGER, PE #36109 Steel Column Description: BUTLER RESIDENCE- 2ND FL STEEL BEAM SUPPORTING STEEL COLUMNS Code References Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combinations Used : ASCE 7-10 General Information Steel Section Name: Analysis Method: Steel Stress Grade Fy : Steel Yield E : Elastic Bending Modulus HISS443/16 Allowable Strength 46.0 ksi 29,000.0 ksi File = C:wS* f Project ID: o• 361ng ADle. S ATE-oFsORIDA S '••0000..••• . NA L 11. VAGIOverallColHight91*111111W Top & Bott ity Top & Bottom Pinned Brace condition for defle lion (buckling) along columns X -X (width) axis: Fully braced against buckling along X -X Axis Y -Y (depth) axis : Fully braced against buckling along Y -Y Axis Applied Loads 0000 Column self weight included : 103.620 lbs ' Dead Load Factor AXIAL LOADS ... 0000.. DL+LL: Axial Load at 11.0 ft, Xecc = 1.0 in, Yecc = 1.0 in, D 4.0, L = 6.0 k DESIGN SUMMARY 000000 0000 . Bending & Shear Check Results 0 0PASSMax. Axial+Bending Stress Ratio = 0.2682 : 1 Load Combination D+L Location of max.above base 11.0 ftAtmaximumlocationvaluesare ... 0.0757 k... Pa: Axial 10.0 k Pn / Omega: Allowable 71.066 k Ma -x : Applied 0.8333 k -ft Mn -x / Omega: Allowable 8.424 k -ft Ma -y: Applied 0.8333 k -ft Mn -y I Omega: Allowable 8.424 k -ft PASS Maximum Shear Stress Ratio = 0.003787 : 1 Load Combination D+L Location of max above base 0.0 ft At maximum location values are . . Along X -X -0.05261 in at Va : Applied 0.07576 k Vn / Omega Allowable 20.003 k Service loads entered. Load Factors will be applied for calculations. ev s Gf i6 x2'6 x 2- 0000 0000 0000.. 0.0000 000000 00 0 0000.. 000000 0 0 0 Maximum SERVICE Load Reactions.. Top along X -X 0000000.07576Jc..' 0000 Bottom along X -X ... • • • 0.0757 k... 00000 0 0.0 0 • Top along Y -Y 000• 000.075% 00 Bottom along Y -Y • • • • • • 0.07576 k• 00.000 0 • Maximum SERVICE Load DefIdtflons .'. 000000 Along Y -Y -0.06261: aj'• e423ft above Base••: for load combination : +D+C' 00 Along X -X -0.05261 in at 6.423ft above base for load combination :+D+L ev s Gf i6 x2'6 x 2- MecaWind Std v2.2.7.0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises_com Date 5/31/2017 Project No. K17.0_ Company Name G.D. KLIEGER, INC. Address Designed By GERSHON KLIEGER (PE 036109) 1909 HARRISON ST., STE 20q DescriptionCityHOLLYWOOD, FL 3302080tif Customer NameStateP: 959.923.2111 Proj Locationy / y File Location: C:\Users\G\AppData\Roaming\MecaWind\Default.wnd ! s/' ` « Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(v) = 175.00 Structural Structural Category = Ii Natural Frequency = N/A Flexible Cr,tegor} = C Flexible Stru tur= NoImportanceFactor = !.00 Kd Directional Factor 0.85Alpha9,50 At - 0.11 Zg = 900.00 ft Am _ Bt = 1.00 Cc 0.15 BM 0.65 Epsilon 0.20=1 = 500.00 ft0.20 Zmin 15.00 ftPitchofRoof = 6 : 12 Slope of Roof(Theta) = 26.57 Degh: Mean Roof Ht = 12.50 ft Type of Roof = HIPPEDRHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.00 ftOH: Roof Overhang at Eave= .00 ft• • Overhead Type = No OverhangBldgLengthAlongRidge = 30.00 ft Bldg Width Across Ridge= .4 O.Q ft • • •••••• Length of Hipped Ridge = 23.00 ft Roof Slope on Hip End = 554!a1 [9t,g • •• Gust Factor Calculations •••••• • 11 {lllllll/•••• Gust Factor Category I Rigid Structures - Simplified Method •••••• \`r``, O.'/''// IGustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 ••••• \\v46•ti••(• r •; f r. V Gust Factor Category II Rigid Structures - Complete Analysis ••• w • ••• C:•ij•• iZm: 0.6*Ht = 15.00 f* • • • lzm: Cc' (33/Zm) ^0.167 we Co M/. 6y •••'•• 0.23 * •• 1 09 _ Lzm: i*(Zm/33)^Epsilon 4 927.06 f: ••i•• • •• 1/( +0.63' Gusc2: 0.925*til-1,7'1 >m a -3.q 0.99 . OFGi;1 7'i = 0,90 • [. p ••• fes•.` Gust Factor Summary •• 'A/Ar. F jnDrDP .'`,i• Not a Flexible Structure use the Lessor of Gusti or Gusc2 = 0.85 (/OA' s, rlti..••'\\C!`r Table 26.11-1 Internal Pressure Coefficients for Buildings, GC i //// v///' A L E\; 11`\\ GCPi : Internal Pressure Coefficient g p I/11111111 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" = = 3.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf WINDOW/DOOR (9) 3.00 3.00 9.0 9 1.00 1.10 90.05-43.95.x-p WINDOW/DOOR (S) 3.00 3.00 9.0 5 1.00 1.90 90.05ROOF2.00 16.00 85.3 2 0.31 1.23 53, 16.76 980.01 GD KLIEGER, INC. Project Title: 1909 Harrison St. #204 Engineer: Hollywood, FL Project ID: Project Descr: P:(954)923-2111 GERSHON KLIEGER, PE #36109 Steel Beam Printed: 31 MAY 2017, 1:07PM Fie = C.1UserslGlp000ME-11ENERCALC Data Filesl xamples.ec6 y ENERCALC, INC. 1983-2017, Build:6.17.2.28, Ver:6.17.2.28 Description : BUTLER RESIDENCE- GARAGE BLDG - SOUTH ROOF BEAM (HSS4x8x1/4 ) CODE REFERENCES Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : ASCE 7-10 Material°Properties Analysis Method: Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Fy : Steel E: Moduh ON 0CF' N0.36109 29 . STAB OF4 .ks .c` F •'• ORID A • e4CC NAL E.`- .. Span = 14.0 fl 0000 HSS8x4x1/4 0 0 0000 00000 0 000• • 00 000000 Applied Loads 0 0 Service loads entered. Load FaCVrS* I be app edsor calcula4ie1qg•oBeamselfweiqhtcalculatedandaddedtoloadinq Uniform Load : D = 0.0250, L = 0.030, W = -0.050 ksf, Tributary Width 5.0 ft, (ROOF) DESIGN SUMMARY Maximum Bending Stress Ratio = 1 Maximum SheSectionar Stresed Ratiois M•• Section used for this span HSS8x0. 236: s 0.037 1 Ma :Applied 7.203 k ft Va : Applied 0. 00•: l4SS8x4x1/4 • • ••:i• 1058Mn / Omega: Allowable 30.529 k -ft Vn/Omega : Allowable so.* k 56:229 k: • • • • • Load Combination Location of maximum on span D+L Load Combination i-D+L • Span #where maximum occurs 7.000ft Location of maximum on span 0.000 f1Span # 1 Span # where maximum occurs Span # 1MaximumDeflection Max Downward Transient Deflection 0.106 in Ratio = 1,589>=360MaxUpwardTransientDeflection0.176 in Ratio = 953 >=360MaxDownwardTotalDeflection0.207 in Ratio= 811 >=180MaxUpwardTotalDeflection0.045 in Ratio= 3750 -180 I Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall Wimum 2.058 2.058 Overall MINimum -0.042 0042 D Only 1.008 1.008 D+L 2.058 2.058 D+0.750L 1.796 1.796 D+0.60W -0.042 0.042 D+0.750L-4450W 1.008 1.008 0.60D+0.60W -0.445 0.445 460D 0.605 0.605 L Only 1.050 1.050 W Only -1.750 1.750 GDKUEGERINC. 1909 Harrison SX #ProjectTitle, 2O` Engineer: / Protect ID: Hollywood, 923-2111' GERSHON KUEGER, PE #36109 Printed 31 MAY 2017, 1:08PMSteelBeamFileC:k —1UsersG\DOCUME-11ENERCAILC Data c6 Description BUTLER RESIDENCE. GARAGE BLDG - SOUTH SIDE (EAST & WEST) ROOF BEAM (HSS4x8x Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE -7-05 No.161-09LoadCombinationSetASCE7-10 Material Properties Analysis Method: Allowable Strength Design STATE OF Beam Bracing Fy St el Yi d: Completely Unbraced Bending Axis : Major Axis Bending E: Mo us 29,0001. ONAL r V Max Downward Transient Deflection 0.105 in Ratio~ 1,260 ^~0MaxUpwaTnontoe8en0.174in nmm= 758`~360MaxDownwardTotalDeflection Span ^nOft Ratio ~ 87O-180MaxUpwardTotalDeflectionnano~ 2678 /~180 HS58m= Support notation Far k#1 Ya|mmm PS Load _- uv o Applied Ld p 0,g WA m -- 41637 emioomouseme u. Luaupa"uaapo u o,oa u*w~° Beam self weiOh!oo|ou|o dand added |oadinq Overall MINimum-0.253 000°° - ° Uniform Load :D=O.O25O. L=O.Q.YV= 0kd.Thbuta VMd=13.0`(RDOF) oOn|y 1.892 u V;U8V8Y Ry D+L 4 03 r- -- ---- - ax|mumBending Stress Ratio ' 0.072 o~O.mOL 3s01 0.364: 1 Maximum Shear Stress Ratio 1 MoAPPo*d MSS0x4x1/4 Section used for this span F SS8*4«»411. 02k'ft vo AppU U 4'.037 4Mn/Omogu: Allowable 30529k'ft VmOmogu Allowable 56,229LoadCombinationD~L Load Combination nLooaUono/maximum onspan 5.500h LocaUonnfmaximum onspan L ftupan# where maximum occurs Span #1 Span # where maximum occurs v,««» Span # 1| mmv/ux/uel/nomn Max Downward Transient Deflection 0.105 in Ratio~ 1,260 ^~0MaxUpwaTnontoe8en0.174in nmm= 758`~360MaxDownwardTotalDeflection0.197 in Ratio ~ 87O-180MaxUpwardTotalDeflection0.049 in nano~ 2678 /~180 Vertical Reactions Support notation Far k#1 Ya|mmm PS Load _- uv o Support 0,g WA m -- 41637 4.057 - 4.037overooMINimumOverallMINimum-0.253 253 oOn|y 1.892 1.032 D+L 4 03 4,037 o~O.mOL 3s01 3.501 o~0.00w -O253 0253 D~0750L~0.450W 1,892 1.892 8.00o~0.50w .1O10 1o10 0.60D 1.135 1,135 LOnly 2145 2.1*5 GD KLIEGER, INC 1909 Harrison St. #204 Project Title: Hollywood, FL Engineer: Project ID: P: (954)923-2111 Project Descr: GERSHON KLIEGER, PE #36109 0000. _ Printed. 31 MAY 2011, 1'10PM 00.00... .. _-_._._._— teel Column - - - File = C:IUsersIdID000ME-11ENERCALC Data Fileslexamples.ec6 r • rHis,, NERCALC, INC. 1983-2017, Build:6.17.2.28, Ver.6.17.2.28 Description : BUTLER RESIDENCE- GARAGE BLDG - SOUTH SIDE (STEEL COLUMNS) Code References Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combinations Used : ASCE 7-10 General Information Steel Section Name Analysis Method : Steel Stress Grade Fy : Steel Yield E : Elastic Bending Modulus HSS4x4x3/16 Allowable Strength 46.0 ksi 29,000.0 ksi NO. 36109 ST Overall Column t A OF Top &Bottom xity Top & Bott9 inn Rip P Brace condition for deflectio (buckling) along columna. S X X (width) axis . ',, OJONAL Fully braced against buckling along X -X Axis ",111#si, Y -Y (dep(h) axis : Fully braced against buckling along Y -Y Axis Applied_Loads` `----- --------._..._._- 0.0150 1 Column self weight included : 94.20 lbs - Dead Load Factor D+L AXIAL LOADS . . 0.0 ft ROOF: Axial Load at 10.0 it, Xecc = 2.0 in, Yecc = 2.0 in, D = 8.0, L = 10.0 k DESIGN SUMMARY 0.30 k 20.003 k Bending & Shear Check Results 9000: •••• PASS Max. Axial+Bending Stress Ratio = 0.8835 :1LoadCombination D+LLocationofmax.above base At maximum location values are ... 9.933 ft Pa : Axial 18.094 k Pn / Omega: Allowable 71.066 k Ma -x : Applied 2.980 k -ft Mn -x I Omega: Allowable 8.424 k -ft Ma -y : Applied 2.980 k4t Mn -y /Omega. Allowable 8.424 k -ft PASS Maximum Shear Stress Ratio = 0.0150 1 Load Combination D+LLocationofmaxabovebase 0.0 ftAtmaximumlocationvaluesare ... Va : Applied Vn / Omega Allowable 0.30 k 20.003 k Service loads entered. Load Factors will be applied for calculations 0000 0000 0000.. 0000 Maximum SERVICE Load ReactieRs!! 9000: •••• Top along X -X •••••• 0.38Re0 ••••• Bottom along X -X 000000 0.30k••• ••*••• Top along Y -Y 000000 0.100. 0000.. Bottom along Y -Y 0.30so k• .• Maximum SERVICE Load Deflections 0 • • 0 Along Y -Y -0.1863 iR at* •9 0 0 0; . 5• • 8}„309 t above t 3••: for load combination :+D+ Along X -X -0.1863 in at 5.839ft above base for load combination: +D+L G.D. KLIEGER, INC. - CONSULTING ENGINEERS 1909 Harrison Street, Suite 204, Hollywood, FL 33020 Phone: (954) 923-2111 PROJECT: BUTLER RESIDENCE -GARAGE OPEN PORCH FOOTING K17.0 CONCRETE FOOTING DESIGN TO RESIST WIND UPLIFT 05/31/17 NEW EXT COL TRIBUTARY AREA: @PORCH CALC. UPLIFT Kips) Length (Ft.) 5.00 Roof Kips) Width (Ft.) 12.00 for GRAVITY Ft.112) AREA: (Sq.Ft.) 60.00 Governing Gravity OR Uplift: Gross Wind Uplift (C&C) 50.00 3.50 1.0 x WIND (psf) 50.00 Roof DeadLoad psf) CALC. UPLIFT Kips) GRAVITY LOADS: 2.97 Roof Kips) Column/Wall Kips) FOOTING: Length Width Depth Ftg. Weight EARTH: Length Width Depth Earth Weight CONC. SLAB: Length Width Depth Conc. Weight TOT. GRAVITY 0.6 x GRAVITY Ft.) Ft.) Inches) Kips) Ft.) Ft.) Inches) Kips) Ft.) Ft.) Inches) Kips) Kips) Kips) Gravity/Uplift SF (=>1.0) M 3.00 0.60 0.60 Kips) 3.00 Wall/Column/Ftg Kips) 2.97 3.50 Kips) 5.97 Calculated Ftg. Area for GRAVITY Ft.112) 2.98 12.25UpliftFtg. Area (Ft.^2) Governing Gravity OR Uplift: 0400•• 3.50 4400•+ 16 0.00 2.37 4044.. 3.50 40 • 00 • 2.50 4444. • 12 0.88 3.50 2.00 8 0.63 5.07 3.04 1.01 OK CONCRETE FOOTING SIZE CHECK TO SUPPORT DOWNWARD GRAVITY LOADSAllowableSoilBearing Capacity (KSF) = 2.00 Live Load (psf) 30.00 Dead Load (psf) 2000 Total Load Kips) 3.00 Wall/Column/Ftg Kips) 2.97 Total Load on Ftg. Kips) 5.97 Calculated Ftg. Area for GRAVITY Ft.112) 2.98 12.25UpliftFtg. Area (Ft.^2) Governing Gravity OR Uplift: Uplift 1 ,.r1t11111111111//11, ON KZ/F'''% CENs'• - F' N0.36109 I STATE OFIt i OuL ENG`• Iomill 4000 0000 0000•• 0000 • 4,004. 4444.. 0444 • 4444. 4044.• 4400•. 4444•. 0444.• MecaWind Std v2.2.7.0 per ASCE 7-10DevelopedbyMECAEnterprises, Inc. Copyright www.mecaenterprises.com Date 5/31/2017 Company Name G.D. KLIEGER, .INC. Project No. K17.0_ Address 1909 HARRISON ST., STE 204 Description Designed By GERSHON KLIEGER (PE N36109) City HOLLYWOOD, FL 33020 f-1625- State P: 959.923.2111 Customer Name Q r File Location: C:\Users\G\AppData\Roamillg\MecaWind\Default.wnd '9 /6 ryl Vew J Input Parameters: Other Structures 6 Building Appurtances MWFRS (Ch 29) Basic Wind Speed(V) = 170.00 mph Structural Category = II Natural Frequency = N/A Exposure Category = C Flexible StructureImportanceFactor = 1.00 Kd Directional Factor oN AlBt Alpha 9.50 Zg _ 0.85 0.11 900.00 ft Am = 0.15Bm _ 1.00 Cc 0.650.20 1 500.00 ftEpsilon = 0.20 B - Horizontal Dim. - Zmin = L5.00 ft20.00 ft Ht- Grade to Top of Sign= 5.00 ftW - Sign Depth = 0.67 ft S - Vertical Sign Dim. = 5.00 ftBs- Ratio of B / S = 4.00 Sh- Ratio of S / Ht 1.00 ` t E - Solidity Ratio = 100.00 Elb - Base Elevation = 00 ft Gust Factor Calculations • • • i' ' ,Ct " Gust Factor Category I Rigid Structures - Simplified Method •••••C :`•• W•••••' Gustl: For Rigid Structures (Nat. Freo.>1 Hz) use 0.85 •••'. + 0.85 ••••.? • g361pGustFactorCategoryIIRigidStructures - Complete Analysis •+ i " Zm: 0.6*Ht L5.00 ft•••e a* lzm: Cc*(33/Zm)^0.167 - • • * SLzm: 1*(Zm/33)^Epsilon = 0.23 •: J '•SUTE of! Q (1/(1+0.63*((B+Ht)/Lzm)^0^2f• 63))0.5 0.95 s••• R A•••t.i`` Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.9*lzm)) 0.90 •••••• % F '., RID lc• fi•'•• Gust Factor Summary 0 C. Not a Flexible Structure use the Lessor of Gustl or Gust2 • ••• / rV/1 C: 1.••: 85 ®,`^ .• • ..• j 111111• • Design Wind Pressure - Other Structures • • Elev KZ Kzt qz W_Pres_Cf( 1.35) ft psf ps 5.00 0.85 1.00 32.030 36.75 Note: W_Pres_Cf is Wind Pressure based on Cf(Force Coefficient) G.D. KLIEGER, INC. Phone: (954) 923-21111909HarrisonSt., Suite 204 5/31/2017 Hollywood, FL 33020-5017 Fax: (954) 923-4949 K Gershon Klieger, PE (FL #: 36109) Project: BUTLER RESIDENCE - 4.5' SITE WALL 8" REINF. MASONRY SCREEN WALL &FOUNDATION DESIGN Height < 15 ft. Wall is at the Edge of the Footing) Callculated MomentWallHeightAboveGrade (ft) = 4.50 Calculated Wind Force @Wall Base (Ib -in) / 1.00 = 6,494pso = 37.0 #5 @ 48" o.c, f'm=1,350 psiWallWidth (in) = 8.0 Moment Capacity (Ib -in) = Soil Bearing Capacity (psf) = 2,000 x 1.25 = 2,500 6,539 Top of Ftg. Below Grade (in) = 12.0 Calc Foundation Width (in) 42.0 Foundation Thickness (in) = 12.0 Overturn Wind Moment (Ib -ft) = 707.6 Overturn Mom. Eccentr. (in) = 16.63 > Mw + Mgra v)/ 0.6*DL Calc. Soil Pressure (psf) = 2,103 < Block Weight (psf) = 65.0 `11 rlRu rllllll Wall Weight (lbs) = Soil Weight (lbs) = 357.5 ``.N.KI/ec'''.,, 283.1 ,.• Conc. Weight (lbs)= S r tS'• l 507.5••, • . • (' • y Total Download (lbs)= 1,148.3* ' t ••"•• 0_.6 x Deadload (lbs)=689.0• Ftg. Width / 6 (in) _ o• •..* sb • SUIE ....:. 2,500 OF S ••• •!• Ftg. Width = 421n. , Wall Ht. _ 4.50 Ft. Wall Reinforcing = 5 @ 48" o.c. Grade = 12 In. Ftg. Depth = 12 In. Federal Emergency Management Agency l Expiration Date: November 30, 2018 INationalFloodInsuranceProgram ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: CHRISTINA BUTLER A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) MDCR LOTS 13-15, BLOCK 90, OF AMD PL OF MIAMI SHORES SEC 4, PB 15-14 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25.520314° Long. W80.112102° Horizontal Datum: NAD 1927 x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? [-]Yes x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ Zone AO, use Base Revised Date Flood Depth) 12086CO302 L 09/11/2009 09/11/2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: FIS Profile x FIRM Community Determined Other/Source: B11. Indicate elevation datum used for BFE in Item 139: x NGVD 1929 NAVD 1988 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes x No Designation Date: 0 CBRS OPA tLtVA I IVN Ut:K I WIUA 1 t Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* x Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: *MDCR N-802 Vertical Datum: NGVD-1929 Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 NAVD 1988 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.95 x feet meters b) Top of the next higher floor NSA Z feet meters c) Bottom of the lowest horizontal structural member (V Zones only) NSA. X feet meters d) Attached garage (top of slab) N/A X feet meters e) Lowest elevation of machinery or equipment servicing the building NSA 0 feet meters Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 8.7 x feet meters g) Highest adjacent (finished) grade next to building (HAG) 8.8 x feet meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including NSA x feet meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes No Check here if attachments. Certifiers Name License Number NICOLAS DEL VENTO 6945 Title SURVEYOR Y. J •. aq., Company Name SURVEY PROS, INC. Address 8306 MILLS DRIVE, #148 City State ZIP Code MIAMI Florida 33183 Signature paae'e{qC. Date Telephone 01/23/2017 (305) 767-6802 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) GPS COORDINATES OBTAINED USING GPS DEVICE MIAMI-DADE COUNTY RECORDS HIGHEST CROWN OF ROAD ELEVATION = 9.60 A/C PAD ON WALL. tLtVA 11UN VtK I It'ItiA I t Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C_ For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. tLtVA I IVN t+tK I II'It:A 1 It Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) El feet 1:1 meters Datumofthebuilding: G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters Datum G10. Community's design flood elevation: feet meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) Check here if attachments. LLtVA 11UN Ut:K I II`IUA 1 t See instructions for Item Ati. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View'; and, if required, 'Right Side View" and Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. t x. r Photo One Photo One Caption FRONT VIEW 01/19/17 i r r r jl 4 r & ^ fit r ia;y iM' vi b w , •y rn s+,j . a ° v ry _ t "i y'j'g'gi' 11 'n 1'+Rti n wP * '.: w i p`•'1 ". may,! iy. yk,1 yg:r^y'11't ' Rt! +, a..71". +Ylr I Photo Two Photo Two Caption RIGHT SIDE VIEW 0/19/17 tLtVH I IVN UtK I II IC:H 1 t Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8_ as t Iwr• 77 j0{ 2R' x;r+ e°' '-n.- jR Z .. 91,yy 'sY Photo One Photo One Caption LEFT SIDE VIEW 1/1/17 4 Jj' 1F d J ,w Tl.X. x$2.' w.. .' i'4 ... = a.`...{ 1. Photo Two Photo Two Caption REAR VIEW 01/19/17 MAP OF BOUNDARY' ' TOPOGRAPHIC & TREE SURVEY LEGEND S: ABBREVIATION A -ARC DISTANCE Ac = AIR COIOI Survey Pros Inc 8308 MITIS DRIVE SUITE 116, MIAMI, FL. 33183 0 RIBOR - eSAIL Q muNTr REcaDsBLOC - SAIL Tel 305.787.8802 eu-E[NW MARRAM 800 - BASS K BEARINGS www.aurNray-pros.com CBS - CONCiETE BLOa(t sTJCCO c) = cAau¢o LOGTION MAP: CtC - .N k , ITERar - CHAR WK rTNK NOT TO SCALE COL - COLUMN DE -ORA MAGE EASEMENT UL. NORTH O OTO' ASP -Al PAKYNi ET N g ,p. 0 FIR 1/2' D.ME - DRAINAGE ! YANTEMNNK EASEMENt I SCALE: 1-20' j0' o N N N vi Wri NO CAP r.- __ Y ENG .- ENCC OF PAVENTw - Elxx: Or PATOt ry r 35.00' 50. FIR 1 2' I (5G Iso c. ( 50.00 B+ 1.30' ON --- K WATER nnW vATDNN I NNOCAPv.R En ED PP - FOUND IRON PIPE (AD ID) b A PROPERTY ADDRM-. LOT 12 + FPL _ HiaNIDA POKER ! LICIrt TRNARFORMER PADIABLOKbIL.E.- LANDSCME EASEMENTL.E. AKM.L - E MAINTENANCE USEMEER 00p7 NE {NA—, M_ SNdE_S'R. ]J1Y QO, I LRGAL DESCRtIll LOTS IS 14, IS, BLODK SO. K AMENDED PUT OF MDNW SHORES SECTION NO 4. T TIE BEAM F ONE STORY DAOE COUNTYELE1h23.B0 MH - MAN HOLE ML - MONUMENT UNE Q CBS P) -PUT PB - POP ACO- TO TAE PLAT DEREK, AS RECOIDED PLAT BOOK 15, PAGE 14, K OAK TREEI x ofPC - PoNT K dRVA1URE All POINT DINE welt RECCRD9 K YAMI-0AK CgMTY, RaIAAR 0=1.0' FF Ell vEK - P00.ME PPTMUN T PAD FLOOD ZONE INFORMATION: O 5-20O — + u PI - PA. OINT OF INTERsfcnaN A• 25.00' HT =35' PL - PUNTEN BASED W THE 8000 INSNANK RATE MAP K THE iSDERAI dFAKNCvOS112&w POB _ --:.NITK =LPOC - POINT K CKlENCEMENT NANMCELENT MENDY REMISED ON 00/U/00 AID I— MAP RfMSED W 09/11/00 I 9.0' li 54.75' PRC - POINT ND REVERSE aNVANRE AeW - PERMNENT PEfEiEMK THE GRMASE KPIP BUIDNG(5J SWORN W MI5 MAP K Sl 11 WIHNtNUMBERMIAEM_SfNffij i L ANIIKdi l P PONTTRIdUe 0e52 MAP t PANE', hlA6C 12GeS:C] 92SlNA1E 12S yy f1E1D (PER Del IFslaalh RT aeTANKTANGENCY R) - RECORD SURVEYORS NATES: O OAK TREE 1 m=1.4' N SPA LOTKID. REELS _RESIDENCE 1. i1LYA'IOM1S -IN 9 OYN IiEEER TO III. AA... OE00l VEARCIL MDATU Z S=20' S S TLN 2! DISK LEMEM SR -SURVEY TEL uNE NO9 1028). 2 NO ATTEMPT WAS MAGE TO LOCATE FOOTINGS/FOUNDATIONS. OR INDERGROUNO C QB HT. -40' TANx APPRGK. o . OC TIW K SEPTC PER O J SWK - 5O WA V WTES N SS D_-NDTED. LANDS SHOWN HDRION IAVE _ TO MA— OF INTEREST Br OTHER PARTIES, SUCH AS -Doom RI WTS OaWAYS, ONE $TORY HEY ^ TESTI.. Y) OAK TREE p EDel. Del.J9 DTLITY BOY umm EAS[HEN! RESERVniIONS. ETC. ONLY PUTTED FASLL[NTS ARE SHO WI. rn CBS J O=z.O' o N/T -VOW RNC[ 4. DIIS SiRVEY WAS PREPARED FM AND KR TEED TO ME PAXi1TEs) NpCATFa HEREaI D IS NDT TRANefERIBLE OR ASSIGNABLE VPPOUT WRITTEAN CONSENT OEAND RES 10007 5=20' O TH1s F 1 GO HT=4O 5. ALL BWNOARY WIT INpWCArats SET ARE STAMPED MED, e. TIE BOWNDARY U TS ESTABLL4ED W THIS S.HNTY AIE BASm W INE :EGAOFi=10.F0 ZS.00' I A/C QO m e TELEPHONE PoSER CWAAB N RISER, DESaiPT1a1 PRONGED BY INE CLIENT a11i5 REPPESENTAPN£ E20 D, 1 TER EIER 0. MDIIMN S OR OE:ETONS TO T16 SUZY MAP AID/di REPgRT By SW EWE OAK TREE p 10.8' I LOT }e XON - ELEVATIONORIGINAL LOT DISTANCE OTHER THAN TIE --PARTY(Es) IS PRdaRD THOUTWeRIT1EN —SENT K BLOCKED 00') - A CENTRAL ANGLE THE —.D 'ART'(") 22I fI S=20. ge o F B. EEAP— 11N0N SHOW ARE TO AN ASSIAOD MERIDIAN THE CE UNE K W IDOTH STREET HAS eEEN ASSIGNED A BARINEG K ..lTN9 35.00' I -0 H=40' 1 I CENTER LM'E BENCHMARK INFORMATION: TIE BEAM -fp pd - VALVE r --25-CURB Ol INLET NAME: N-902 0\ \ Vr' OAK TREE LCT } FIRE HYDRANT ELEVATION(NDV01829): 6.98 i 1, ^ e(,(xXp LOCATnZ2: HE 102 ST -- 46' SOUTH LF CA B ai1W 1=211' 2D' a 'J431T POSE LOCATIp12: NE B AVE -- 25 WEST OF CA AQ { p HT.=40' '+ I FIR 1/2- Q - CATON BASIN DESCRIPTION: PK NAIL AND BRASS WASHER IN COMIC CATCH BASIN QOe NO CAP a,= POLE CERTINA00) 2.40' DRAORANAM MANHa.E 24.85' (` o ar) SEWQt MANHOLE CHRISTINA BUTLERBULER FDH M R! N90*0O'OOWW 125.15' SWK BION FENCE WOW FENCE CHAIN LINK FENCE OVERHEAD UTIUtt NIKE O O ASPHALT CONCRETE PAVERS TILES COVER n SURVEYOR'S CERTIFICATE: N^AT 1 HEREBY CE 1 TIC T THIS S- IS TRUE AND CaeECT TO THE BEST OF MT KNOKEDOE AND BELIEr AS EEDD_ SURNEIEp AND KLA. UNDER MY a1ECDW AND MEETS THE MINMW TECHNICAL SrANDAIDS SET DATEDT/ 0' F0110 ll FORrh BY TNT FLDMOA STATE SD- K SWNVEVORS AND MAPPERS IN CHAPTER SJ 17 RORIOA ADMINISTRATIVE DDIE ININP_eTO MOTION 472027 R01® STAIUT. r p MAW 9N Al 9! e 1B ASPHALT PAVEMENT q AUTHENTIC COPIES OF THIS'"AL CADw Dl SURVEY SHALL BEAR THE NE 700TH STREET BOB:NBo w AND RAISED SEAL OF TMERAISEDALOF THE NICOLAS DEL VENTO D710" r ATTESTING REGISTERED PROFESSIONAL SURVEYOR h MAPPER 75'RIW(PLAT) SURVEYOR AND MAPPER STATE OF FLORIDA OC. / 6945 I FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) rnlne%l w %i ^ w nn ESTIMATED ENERGY PERFORMANCE INDE)(*1-_,801," F=1f11 The lower the EnergyPerformance Index, the more efficient the'F'ome. 35.Y SEER:21.05 • •' ; c. U -Factor: N/A ft2 SHGC: kBtu/hr . Efficiency, 10007 NE 4th AVE, MIAMI SHORES, FL, 33138jk ft2 SHGC: 16.4 OOP:1.00 k4 11_ Vinsalationrea 2.000 ft. 1. New construction or existing Addition 9. Wall Types a. Propane 0.290 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 4786.60 ft= b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3(4) d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=30.0 3100.00 ft2 6. Conditioned floor area (ft2) 3100 b. N/A R= ft2 c. N/A R= ft227. Windows- Description Area 11. Ducts R ft a. U -Factor: S I, U=0.65 715.73 ft2g a. Sup: Attic, Ret: Attic, AH: ZONE1 6 360 SHGC: SHGC=0.29 b. Sup: Attic, Ret: Attic, AH: ZONE2 6 300 b. U -Factor: N/A ft2 SHGC: 35.Y SEER:21.05 • •' ; c. U -Factor: N/A ft2 SHGC: kBtu/hr . Efficiency, d. U -Factor: N/A ft2 SHGC: 16.4 OOP:1.00AreaWeightedAverageOverhangDepth: 2.000 ft. Area Weighted Average SHGC: a. Propane 0.290 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=1.0 1570.00 ft2 b. Floor Over Other Space R=1.0 1170.00 ft2 c. N/A R= ft2 I certify that this home s complied with Construction through a above energy s in this home before f0al inspection. Oth( based on installed C de compliant featu Z) Bttff re: Q Address of New Home: 12. Cooling systems kBtt+/hr 0 taiciency a. Central Unit 35.Y SEER:21.05 • •' ; b. Central Unit 40.6EER:21.05 • 13. Heating systems kBtu/hr . Efficiency, a. Electric Strip Heat ifyg •COP: 1.01 .... b. Electric Strip Heat 16.4 OOP:1.00 14. Hot water systems - ReplaceRigr:15Qypment ns "' • ° • G';p. j gallo• , .: • a. Propane EF: 0.82 b. Conservation features None • • 15. Credits • • • Florida Energy Efficiency Code for Building ng features which will be installed (or exceeded) ise, a new EPL Display Card will be completed c117 Date: City/FL Zip: Pstat • 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. 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 17-0407 CRISTINA BUTLER Builder Name: Street: 10007 NE 4th AVE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: Jurisdiction: Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Addition 9. Wall Types (4786.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 4786.60 ft' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms(Bedrms In Addition) 3(4) d. N/A R= ft' 10. Ceiling Types (3100.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=30.0 3100.00 ftZ 6. Conditioned floor area above grade (ftZ) 3100 b. N/A R= ftZ c. R= ft' Conditioned floor area below grade (ft') 0 11. Duuctct s R ftZ 7. Windows(715.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: ZONE1 6 360 a. U -Factor: Sgl, U=0.65 715.73 ftZ b. Sup: Attic, Ret: Attic, AH: ZONE2 6 300 SHGC: SHGC=0.29 b. U -Factor: N/A ftZ 12. Cooling systems kBtu/rt' • • Efficiency a. Central Unit • • 35.0p 6EER:21.05.0 • • .. SHGC: b. Central Unit •..• 0 35.Q.WR:21.05 ' c. U -Factor: N/A ftZ 0 0 0 • SHGC: 13. Heating systems • kBtu/hr Efficiency d. U -Factor: N/A ftZ a. Electric Strip Heat * 0009* 16.40 COP: 1.00: .... ; SHGC: b. Electric Strip Heat .0000. a0.4• C9P:1.00• • Area Weighted Average Overhang Depth: 2.000 ft. 0000 00000 0 Area Weighted Average SHGC: 0.290 14. Hot water systems - Replacemewlequipment 0 ... 0 0 : 0 0 a. Propane Tankless . • 0 0 Ga p: {gallons.... 0 8. Floor Types (2740.0 sqft.) Insulation Area 0.000 EF: 0.820 0 00 a. Slab -On -Grade Edge Insulation R=1.0 1570.00 ft2 b. Conservation features • • • b. Floor Over Other Space R=1.0 1170.00 ftZ None c. N/A R= ft 0 • 15. Credits • • . 0 Pstap • • • • 0 Total Proposed Modified Loads: 127.93 p C C Glass/Floor Area: . 31 ASOSO Total Baseline Loads: 160.22 I hereby certify that the plans and specifica ions covered by Review of the plans and O9111E f p this calculation aEe in compliance with the lorida Energy specifications covered by this ti : , O Code. calculation indicates compliance with the Florida Energy Code. isPREPAREDBY:Before construction completed DATE: W this building will be inspected for compliance with Section 553.908 r I hereby certify that this building, as designed, is in compliance Florida Statutes. lV with the Florida Energy Code. Ob WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 n System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/2017 Prepared by: ARPE Engineering, Inc. 06:07PN General Details: Air System Name: -------------------------------------------------------------- AC#3 Air System Type ---------------_ --.-.-.----............Single Zone CAV Number of zones--------------------------_ 1 System Startup: ------------------------------ 6 Duration of Operation:_ .................... ---------.----.----.0000 24 Central Cooling Coil Data: Used?:-------------------------------------------------------------------YES Supply Air Temperature----------------------------------------------------- 56.0 F Coil Bypass Factor: -- . -- ...... --- ------------ 0.100 Central Heating Coil Data: Used?------------------- ---------------------------_ . -- YES Supply Temperature: --------------------.---._-- 110.0 F Supply Fan Data: Configuration:------------------------------- ---------------------- Draw-thru Fan Performance: 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: -------------------- _---------------------------- Ducted Return Zones Included: Zone Names GUEST HOUSE Thermostats Data: 0000 Cooling T -stat: Occ:........... . . ................._..... 75.0 F Cooling T -stat: Unocc:.................................... 85.0 F Heating T -stat: Occ: - ...................----------------------- 70.0 F 0000 0000 0 • Heating T -stat: Unocc:--------------------------------------------------------- 0.0 F 0000•• 0. 0 Safety Factors: 0. 0 0 0 ; 0000• Cooling Sensible Safety Factor: .................................... 0% 000000 0 0' Cooling Latent Safety Factor: .................................................0 Heating Safety Factor: ------------------------ -----------------------------------0 00.:. 0000•. Block Load 4.15 Page 1 of 1 Pr)P `A PAnrr 9 11 A 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: 17-0407 CRISTINA BUTLER Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 3100 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 10007 NE 4th AVE Permit Office: Cross Ventilation: No County: Miami -Dade Jurisdiction: Whole House Fan: No 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 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 1570 20410 0000 2 Block2 1530 12240 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Inf* 0 • Finished • • • Cooled tVft 1 ZONE1 1570 20410 Yes 4 1 es Yes O es9 2 ZONE2 1530 12240 No 4 3 1• • • •:Yes lres Y4136 • FLOORS' Floor Type Space Perimeter Perimeter R -Value Area JoiM -W I1ye Tile Wood fiarrek•: 1 Slab -On -Grade Edge Insulatio ZONE1 180 ft 1 1570 ft2 0.2• • : 0 0.8 2 Floor Over Other Space ZONE2 ____ __-_ 1170 ft2 1 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Flat Concrete 1535 ft2 64 ft2 Medium 0.75 Yes 0.9 Yes 30 4.8 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1530 ft2 N N 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 cnDnn onnr,_')nIn 5/31/2017 9:37 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) ZONE1 0 Batt 1570 ft' 0.11 Metal 2 Under Attic (Unvented) ZONE1 0 Batt 1530 ft' 0.11 Metal WALLS Adjacent Ca vity Width Height Sheathing Framing Solar Belo w it Ornt In SpaceWallType 1 N Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft' 0 0 0.5 0 2 S Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft' 0 0 0.5 0 3 E Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft' 0 0 0.5 0 4 W Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft' 0 0 0.5 0 5 N Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft' 0 0 0.5 0 6 S Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft' 0 0 0.5 0 7 E Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft' 0 0 0.5 0 8 W Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft' 0 0 0.5 0 DOORS Ornt Door Type Space Storms U -Value Width FJWi 1p Area Ft In rot 1 S Wood ZONE1 Wood .29 4%. • ; 8 0000 33.6 ft'. • go WINDOWS' 0000.. Orientation shown is the entered, Proposed orientation. Wall Overbar@ •' 0000 0 V Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth •SaWiaiion Iqt S 4(10 SpApipa 1 N 1 Metal Single (Clear) Yes 0.65 0.29 26.0 ft' 2 ft 0 in •1 fre in 014n,: 0me" • 2 N 1 Metal Single (Clear) Yes 0.65 0.29 13.3 ft' 2 ft 0 in• 1 f;a n None None• 3 S 2 Metal Single (Clear) Yes 0.65 0.29 73.1 ft' 2 ft 0 in. 1 ft Q in IldhQ• None 4 S 2 Metal Single (Clear) Yes 0.65 0.29 13.3 ft' 2 ft 0 in' •left 0 in None• done 5 E 3 Metal Single (Clear) Yes 0.65 0.29 31.9 ft' 2 ft 0 in 1 ft 0 in Nor2• None 6 E 3 Metal Single (Clear) Yes 0.65 0.29 187.0 ft' 2 ft 0 in 1 ft 0 in None None 7 W 4 Metal Single (Clear) Yes 0.65 0.29 129.6 ft' 2 ft 0 in 1 ft 0 in None None 8 N 5 Metal Single (Clear) Yes 0.65 0.29 24.1 ft' 2 ft 0 in 1 ft 0 in None None 9 S 6 Metal Single (Clear) Yes 0.65 0.29 21.7 ft' 2 ft 0 in 1 ft 0 in None None 10 E 7 Metal Single (Clear) Yes 0.65 0.29 126.8 ft' 2 ft 0 in 1 ft 0 in None None 11 W 8 Metal Single (Clear) Yes 0.65 0.29 69.0 ft' 2 ft 0 in 1 ft 0 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000201 1632.5 89.62 168.55 1705 3 5/31/2017 9:37 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 5/31/2017 9:37 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COPA 16.4 kBtu/hr 1 sys#1 2 Electric Strip Heat None COPA 16.4 kBtu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 21.05 35 kBtu/hr 1105 cfm 0.77 1 sys#1 2 Central Unit Split SEER: 21.05 35 kBtu/hr 1105 cfm 0.77 2 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.82 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' 0000 DUCTS 0000 Supply --- Return ---- Air CFM 250 Cl'1v125 WOO# • V # Location R -Value Area Location Area Leakage Type Handler TOT• • • VW QN •RLF Heat Cool& 000.9• 1 Attic 6 360 ft' Attic 90 ft2 Default Leakage ZONE1 DefaL ltl •(p f2ult) • • • • • • 1 •1• 2 Attic 6 300 ftz Attic 60 ftZ Default Leakage ZONE2 Defadli? DC ult) • • • • 20 • • Q• • TEMPERATURES 09.• 0 Programable Thermostat: Y Ceiling Fans: 9.9:9 Cooling Jan Feb Mar A r Ma Jun Jul Au X]S •f Oct • • {X] Nov ecHeatinXJanJXXJMarJXJFebJXJEAprtMayJunJulAugJXJfX] Sep [ Oct Wv Dec1XXIVentingXJanXFebMarXAprXMayJunXJulXAuglXSepXOct [Al[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 5/31/2017 9:37 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 10007 NE 4th AVE Permit Number: MIAMI SHORES, FL, 33138 MANDATORY REQUIREMENTS gee 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. 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. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. 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, and 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, beyo*4the intended waaiherstripping or •' other infiltration control measures; . 0 0 0 0 0 6.6 ; 0 0 0; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be close0,.VCgo4 sealed beyond intended0 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 closgc?&M sealed; • • • • • • • • 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 090000 • • • • • • • • • 6. Supply and return registers, if installed at the time of the test, shall be fully open. 009900 ' • •' : • • • • • • R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor corrinustion air. R402.4.3 Fenestration air Ieakage)/Vindows, skylights and sliding glass doors shall have an air initratiorl rate of n4 M ?AMan 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 400ar • • • AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled ly the manufacturer• Exception: Site -built windows, skylights and doors. t 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. El 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)' ll 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. 2. 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 L/min) 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. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) P R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 19 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. 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 close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 9 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit thet80er supplied to electric service systems to be turned off. A separate valve shall be provided to permit the enemy svoted to theemain burner(s sf• • • • 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 shall meet the minimum effiaencies of`ra61e C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, forilie t•y6e'of equipment installed. ; • , 0 Equipment used to provide heating functions as part of a combination system shall satisfy all statedrdcjiiRftents %M@ appropriateUvater • heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. 0000 •••• • • • • • R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production Pa% by the dhnodl solar engr't; • • factor of the system. The solar energy factor of a system shall be determined from the Florida'Sbiaf Energy Center Directory of• • • • • • Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806+Vast Methods for Solar Collectors, • and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Col lectws 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; ar7d* • • • • • • • 2. Be installed at an orientation within 45 degrees of true south. •: I R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the 7k 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. R403.6 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. 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 17-0407 CRISTINA BUTLER Builder Name: Street: 10007 NE 4th AVE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: 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 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 Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. , Exterior thermal envelope insulation for framed walls shall be ipstallVd in • •, substantial contact and continuous alignment with the air barriLG. • ; Knee walls shall be sealed. **bow* • • 6464. Windows, skylights and doors The space between window/doorjambs and framing and skyliiRAhb framing shall be sealed. . ...• .• Rim joists Rim joists are insulated and include an air barrier. 600090 . X , ; Floors (including above -garage Insulation shall be installed to maintain permanent contact witfil ntgrside of*--' and cantilevered floors) subfloor decking. :00:6: Y The air barrier shall be installed at any exposed edge of insul0tion. • • see Crawl space walls Where provided in lieu of floor insulation, insulation shall be p> wVlneQ Itly ,,, 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. x 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 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 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. T 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 R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipyVot capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment tVtlir*controll%oto ,, • • prevent continuous space cooling or heating within that space by one or more of the following optio1% . • • • • • • • 1. A separate cooling or heating system is utilized to provide cooling or heating to the major"teg11inment0dW9. •• 2. A variable capacity system sized for optimum performance during base load periods is Adtit16 • • • • R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shat comply with fie*A 0403 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 energ}*%enroeto the bL"rig,:hall . ., . • . include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, @Vjd gq,q(ecipitation ijfalling • and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. : • : 4•• R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for0esid0 rAt al 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 saergy requireW*pts fq4 ;•••• 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. SC 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. IR 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. 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 1 of 6 PROJECT Title: 17-0407 CRISTINA BUTLER Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 5 Lot # Owner: Conditioned Area: 3100 sq -ft. Block/SubDivision: of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 10007 NE 4th AVE Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: MIAMI SHORES, Family Type: Single-family Whole House Fan: No FL , 33138 New/Existing: Addition Terrain: Suburban Year Construct: 2017 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 Test File 0 0.1165 Natural Gas Therm Florida Average 0 1.801 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 X401 SURROUNDINGS e•* Shade Trees A'djacen't Buildings* • Ornt Type Height Width Distance Exist He gge Width • Distance N None Oft Oft Oft Oft..••' 01t • Oft NE None Oft Oft Oft 0lt.0.00 Oft. Oft • e. E None Oft Oft Oft 046'..' OTt'.,•• OV 009 SE None Oft Oft Oft 046.... Oft Olt, S, None Oft Oft Oft dft ' ; 0f Oft '• SW None Oft Oft Oft 0.ft A•.•• OSP"•• W None Oft Oft Oft N • • ON 00%0*0 NW None Oft Oft Oft Oft• ego. ; 06ft • BLOCKS Number Name Area Volume 1 Blockl 1570 20410 2 Block2 1530 12240 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 ZONE1 1570 20410 Yes 4 Yes Yes Yes 2 ZONE2 1530 12240 No 4 3 Yes Yes Yes 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 1 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 2 of 6 FLOORS Total Exposed Area = 1570 sq.ft.) Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation ZONE1 180 ft 1 1570 ft2 _-__ 0.2 0 0.8 2 Floor Over Other Space ZONE2 1170 ft2 1 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Concrete 1535 ft' 64 ft2 Medium 0.75 Yes 0.9 Yes 30 4.8 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1530 ft2 N N CEILING Total Exposed Area= 3100 sq.ft.) Ceiling Type Space R -Value Ins. Type Area Framing Fraction Truss Type 1 Under Attic () ZONE1 0 Batt 1570 ft2 0.11 Metal 2 Under Attic () ZONE1 0 Batt 1530 ft2 0.11 Metal WALLS Total Exposed Area = 4787 sq.ft.) Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project' section above. Adjacent Space Cavity Width HIM •SheaViing Framing Solar Beloweig Absor. Ornt To Wall Type R -Value Ft In Ft In Area • R -Valve Fractib T GradeWw. 1 N Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft2 •.Q B • f.5 % 2 S Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft2 • • •:li • 0 0.5 0 3 E Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft2 . 0-*-- 0.5 4 W Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft2 0 0"" 0.5 **906 5 N Exterior Concrete Block -Int Insul ZONE2 5 27.7 0.5130360.1 ft2 000, 9* Q to o 000000 6 S Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft2 : • •: 411): 0 . 0.5 a 7 E Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft2' 0' 0.5 . • • 1. 10.. 8 W Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft2 • • 0- 00 0.5 • 0 • Total Exposed Gross Wall Area: 4787 sq. ft. Total Window Area: 716 sq. ft. Total Door Area: 34 sq. ft. Net Wall Ar29,,, 4035 sq. ft.' DOORS Total Exposed Area = 34 sq.ft.) Width Height Ornt Adjacent to Door Type Space Storms U -Value Ft In Ft In Area 1 S Exterior Wood ZONE1 Wood 29 4.2 8 33.6 ft2 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 2 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 3 of 6 WINDOWS Total Exposed Area = 716 sq.ft.) Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Metal Single (Clear) Yes 0.65 0.29 Y 26.0 ft' 2 ft 0 in 1 ft 0 in None None 2 N 1 Metal Single (Clear) Yes 0.65 0.29 Y 13.3 ft' 2 ft 0 in 1 ft 0 in None None 3 S 2 Metal Single (Clear) Yes 0.65 0.29 Y 73.1 ft' 2 ft 0 in 1 ft 0 in None None 4 S 2 Metal Single (Clear) Yes 0.65 0.29 Y 13.3 ft' 2 ft 0 in 1 ft 0 in None None 5 E 3 Metal Single (Clear) Yes 0.65 0.29 Y 31.9 ft' 2 ft 0 in 1 ft 0 in None None 6 E 3 Metal Single (Clear) Yes 0.65 0.29 Y 187.0 ft' 2 ft 0 in 1 ft 0 in None None 7 W 4 Metal Single (Clear) Yes 0.65 0.29 Y 129.6 ft' 2 ft 0 in 1 ft 0 in None None 8 N 5 Metal Single (Clear) Yes 0.65 0.29 Y 24.1 ft' 2 ft 0 in 1 ft 0 in None None 9 S 6 Metal Single (Clear) Yes 0.65 0.29 Y 21.7 ft' 2 ft 0 in 1 ft 0 in None None 10 E 7 Metal Single (Clear) Yes 0.65 0.29 Y 126.8 ft' 2 ft 0 in 1 ft 0 in None None 11 W 8 Metal Single (Clear) Yes 0.65 0.29 Y 69.0 ft' 2 ft 0 in 1 ft 0 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Proposed ACH(50) 000201 1632.5 89.62 168.55 1705 3 All MASS Mass Type Area Thickness Furniture Fraction Space -see* No Added Mass 0 ft' 0 ft 0.3 ZONE1 0 0 0 0: No Added Mass 0 ft' 0 ft 0.3 ZONE28 • • ' HEATING SYSTEM 0900" System Type Subtype Efficiency Capacity Geothern%*W*atPump--=i-6;•Uucts Block Entry Power* . Volt. CVrr• . • : 0 1 Electric Strip Heat None COPA 16.4 kBtu/hr so 0 • 0 to Sys#1 • • N• • 2 Electric Strip Heat None COPA 16.4 kBtu/hr 0 ' 0 0 • s s#2 2' COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR • p cts Block • 1 Central Unit Split SEER:21.05 35 kBtu/hr 1105 cfm 0.77 sys#1 1 2 Central Unit Split SEER:21.05 35 kBtu/hr 1105 cfm 0.77 sys#2 2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Propane Tankless Exterior 0.82 1 gal 60 gal 120 deg Standard None 103.78544026261 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 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 3 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 4 of 6 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 Attic 6 360 ft2 Attic 6 90 ft2 Default Leakage ZONE1 Default) (Default) 1 1 2 Attic 6 300 ft2 Attic 6 60 ft2 Default Leaka e ZONE2 Default Default 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Coolin [X] Jan X,]] Feb X] Mar [ Apr X] Ma Jun [[X] Jul Au X] Se X] Oct X] Nov X Dec Heating [X] Jan lXJ Feb Mar [ Aprl May Ixj X] Jun [X] Jul AulxJ SepN Oct0 X] Nov X DecVentinX] Jan X] Feb L X] Mar [X A r X] Ma XX]] Jun [[XXJ) Jul X Aug Se t Oct X] Nov X 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 6 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 ; 68. • 68 68 6& .. • PM 68 68 68 68 68 68 68 68 fib . 68 6 66 • 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 4 of 65/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 4 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 5 of 6 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: 105 kWh/Yr Peak Value: 25 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: 891 kWh/Yr Peak Value: 200 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: 3173 kWh/Yr Peak Value: 1036 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: 0 kWh/Yr Peak Value: 0 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: O 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. 6143 0.4 Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 • 0.229 6.171 00141400 Annual Use: 447 kWh/Yr Peak Value: 165 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 94g.. 0.8 0 0.8 b*8"' Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 JO.V. 0.93 0.9 Q.85.. Annual Use: 0 kWh/Yr Peak Value: 0 Watts'..... 0000 Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 000.400 0.1 . p.1 0.10 Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 008.400 0.1'..' 0, 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts CLOTHES WASHERS ID Type Screen Location Capacity Make Model • • Schedule. LoadsPITg' • • • 1 Cl. washe Default New GND FLO 2.874 HERS2011 328 CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New GND FLO Electricity DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Default New GND FLO 12 2004 or N HERS2011 372 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 5 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 6 of 6 MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS2011 1 APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours Schedule Type 1 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% PM 0.27 0.27 0.27 0.27 0.33 0.61 1 1 0.93 0.93 0.93 0.93 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 Released: 100% PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W 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: 0 W 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: 0 W 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: 0 W 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: 226 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: 0 W AM 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.25 0.25 • 0.25 . •,P.25 0.4.. Released: 100% PM 0.25 0.25 0.25 0.25 0.25 0.25 0.55 0.6 06 • 0.6 6 0.6000000 • Igts-in peak: 0 W AM 0.16 0.15 0.16 0.18 0.23 0.45 0.42 0.26 Q • 0.16 0.12 0''M... Released: 100% PM 0.16 0.17 0.25 0.27 0.34 0.55 0.6 0.88 0.88 10.51 1 8... Igts-out peak: 0 W AM 1 1 1 1 1 0.75 0.75 0 too- 0 *::::1 4„1 Released: 0% PM 0 0 0 0 0 0 0 0.5 MO: 0.7 4Z5 5 1 „ Igts-gar peak: 0 W AM 0 0 0 0 0 0.5 0.75 1 745,1 0.5 11 0 1 Released: 0% PM 0 0 0.5 0.5 0.75 1 0.75 0.5 CP 0 0 0 11 0000• MEL peak: 0 W AM 0.5 0.5 0.5 0.75 0.75 0.85 1 1 t', 1 • 0.9 10.9 Released: 90% PM 0.9 0.9 1 1 1 1 1 1 1 • 0.8990 0.75 5' •; 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 6 of 6 Air System Sizing Summary for AC#1 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017 Prepared by: ARPE Engineering, Inc. 09:32AM Air System Information Air System Name: ------------------- ....................... ............._....AC#1 Air System Type: - ---------------------------------- Single Zone CAV Sizing Calculation Information Calculation Months: ............................................. Aug to Aug Number of zones:. --------------------------------------------------------------1 Floor Area----------------------------------------------------------------------- 1570.0 sqft Location: ------------------ .......................... Miami Shores, Florida Calculation method: --------------- Transfer Function Method Central Cooling Coil Sizing Data Maximum Design Time of Peak Maximum Total coil load: ----------------------------------------------------------------------- 2.6 Tons Load occurs at: -------------------- ...----------------------------- Aug 1500 Total coil load: ------------------------------------------------------------------------ 31.3 MBH OA DB / WB:...................----------------------------------------- 91.0177.0 F Sensible coil load: ------------------------------------------------ 6.8 MBH Entering DB / WB: ---------------------------------------- 5.4161.9 F Coil airflow:------- ...... ..... ..... ..................- 1105 CFM Leaving DB! WB: -------------------------------------------------------- 53.0151.7 F Sensible heat ratio:------------------------------------------------------------ 0.857 Coil ADP:----------------------------------------___----------------------------- 50.5 F Area per unit load---------------------------------- 602.2 sgft/Ton Bypass Factor: ------------------------------------------ 100 Load per unit area: --------------------------------------- 19.9 BTU/(hr-sqft) Resulting RH:----------------------------------------------------------------- 47 % Design supply temp--- --- ------------------------------------------------.52.5 F Central Heating Coil Sizing Data Max coil load:----------------------------------------------------------------17.5 MBH Load occurs at: -------------------------------------------------------------- Des Htg Coil airflow: ----------------------------------------------------------------------------- 1105 CFM Ent DB / Lvg DB: --------------------------------------------------------- 69.9/84.6 F Load per unit area: ---------------------------------------------------------- 11.1 BTU/(hr-sqft) Supply Fan Sizing Data Actual max airflow: .............................................................. 1105 CFM Standard airflow:.--..........................._.--.................._..........1104 CFM Actual max airflow per unit area: ------------------------------------- 0.70 CFM/sgft Outdoor Ventilation Air Data Design airflow:.. -----...-------- ...-- ... ...................................... CFM Airflow per unit floor area: ...................... --------------------------- 0.00 CFM/sqft Space Sizing Data Fan motor BHP: Fan motor kW:... Fan static: ------------ Airflow per Space Name Maximum Design Time of Peak Maximum Space pa e Cooling Airflow Load Heating Load Floor CP 84ft Sensible CFM MBH Area o • • o • • MBH scift 1ST FLOOR 26.8 1105 Aug 1600 17.4 1570.0 Q.10 16 BHP 12 kW 50 in wg 00 CFM/person Block Load 4.15 Page 1 of 1 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/2017 Prepared by: ARPE Engineering Inc 02:29PIV General Details: YES Air System Name: ......................................... AC#1 Air System Type:.------ Single Zone CAV Number of zones:-- -_--_----------------------- 1 SystemStartup--------------------------- 6 Duration of Operation:.. 24 Central Cooling Coil Data: Used?:--- _------------------------------------------------------ YES Supply Air Temperature: .............................................. A 105.0 F Coil Bypass Factor---------------------------------------------------------- 0.100 Central Heating Coil Data: F Used?- -------------- ---........................................ --_-----------------------YES 60.0 F Supply Temperature---------------------------------------------------------- 110.0 F Supply Fan Data: Configuration:_ .............. ................... Draw-thru Fan Performance:... ---------------------------------------------0.50 in wg Ceiling Return Air Plenum Data: Return Air Via:. ----------------------------- .................. Ducted Return Zones Included: Zone Names 1ST FLOOR Thermostats Data: Cooling T -stat: Occ-------------------------------------------------------------75.0 F Cooling T -stat: Unocc------------------------------------------ ---------------85.0 F Heating T -stat: Occ----------------------------------- ------------------70.0 F Heating T -stat: Unocc:.............. --------------------- ------.............. 60.0 F Safety Factors: Cooling Sensible Safety Factor: --------- .................... .............. 0 % Cooling Latent Safety Factor --------------------------------------------------0 % Heating Safety Factor:_ ....................._._......__-------- 0 % Block Load 4.15 Page 1 of 1BlockLoad4.15 Page 1 of 1 I Air System Sizing Summary for AC#2 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017 Prepared by: ARPE Engineering Inc. 09:33AM Air System Information Air System Name:............... ................................ - AC#2 Air System Type: ........... --------------- ..... Single Zone CAV Sizing Calculation Information Calculation Months:..................Aug to Aug Central Cooling Coil Sizing Data Aug 1600 OA DB / WB: ----------------------------------------------------------------- Total coil load:--.-.--_-----------------------------------------------------------.2.6 Entering DB / WB: ---------------- Tons Total coil load--------------------------------------------------------------------31.7 52.4/51.2 F MBH Sensible coil load: .................................. ......-.---------------------. 27.3 MBH Coil airflow: ................ -----............. -- ........... 1105 CFM Sensible heat ratio: ............................................................ 0.859 CFM/sqft Area per unit load:--------.--- ................ .-------------------------------- 578.5 sgft/Ton Load per unit area: ............................................................... 20.7 BTU/(hr-sqft) Number of zones: ...................... ---------------------------- ----------- -- -1 Floor Area:------------------------------ .------------------------------------------- 1530.0 sqft Location: ------------------------------Miami Shores, Florida Calculation method: Transfer Function Method Load occurs at: Aug 1600 OA DB / WB: ----------------------------------------------------------------- 0.7176.9 F Entering DB / WB: ---------------- 5.3/61.6 F Leaving DB / WB: .... 52.4/51.2 F CoilADP: --------------------------------------------------- 49.9 F BypassFactor:-------------------- 0.100 ResultingRH:---------------------------------------------------- 46 % Design supply temp: ----------------------------------------------------------- 52.8 F Central Heating Coil Sizing Data Max coil load----------------------------------------- .-------.._10.5 MBH Load occurs at:.--.--. Coil airflow-------------------------------------------------- 1105 CFM Ent DB / Lvg DB:.... Load per unit area: ------------------------------------------------------------------ 6.9 BTU/(hr-sqft) Supply Fan Sizing Data Actual max airflow:.. --- .........................---.............-.-........1105 Maximum CFM Standard airflow------------------ --- ----------------------------------------1104 Maximum CFM Actual max airflow per unit area: ........................... 0.72 CFM/sqft Outdoor Ventilation Air Data Load Heating Load Design airflow:- ..................................... ---...------.................------....0 s?cjft CFM Airflow per unit floor area: -------------------------------------------------- 0.00 CFM/sqft Space Sizing Data Area Fan motor BHP------------------- Fan motor kW--------------------- Fan static------------------------------ Des Des Htg 69.8178.7 F 0.16 BHP 0.12 kW 0.50 in wg Airflow per person:... - ........................................._..............-0.00 CFM/person Space Name ' Maximum Design Time of Peak Maximum Space Space Cooling Airflow Load Heating Load Floor s?cjft Sensible CFM MBH Area MBH sgft 2ND FLOOR 26.5 1105 Aug 1500 11.1 1530.0 Q 2 Block Load 4.15 Page 1 of 1BlockLoad4.15 Page 1 of 1 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/2017 Prepared by: ARPE Engineering, Inc. 02:32PM General Details: Air System Name:...---------------- ------------ - AC#2 Air System Type: ........................................ Single Zone CAV Number of zones:--------------------------------- ................... 1 SystemStartup: --------------------------------------------------------------------------- 6 Duration of Operation: ------------------------------------------------------------- 4 Central Cooling Coil Data: Used?: ........................................... --------------------------------YES Supply Air Temperature: .......... __..------------------------------- 1105.0 F Coil Bypass Factor: ------------------------------------------------------------ 0.100 Central Heating Coil Data: Used?:............................. ----------------------------------------YES Supply Temperature: ......................................................... 110.0 F Supply Fan Data: Configuration: .....................__.-_._..__.---... Draw-thru Fan Performance: --------------------- .------------------------------------------- 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via ---------------------------------------------------Ducted Return Zones Included: Zone Names 2ND FLOOR Thermostats Data: Cooling T -stat: Occ:........................ ...... 75.0 F Cooling T -stat: Unocc:.........................................................85.0 F Heating T -stat: Occ:------------------------------------------------------------- 70.0 F Heating T -stat: Unocc:.-------..----- - - ------------------------------- 60.0 F 99• 0000•• Safety Factors: 060* Cooling Sensible Safety Factor: ..................................... 0 9 6 9 • 9 Cooling Latent Safety Factor: ------------------------------------------- 0 9 • Heating Safety Factor:..... ----------------------- 00• 0094 0000• 0000 00090 0096 0000•• 9.6 699 6• w9 000: 000: 9 • 6 999••• 0000•• 6 • . 09 • 9• 9••w w Block Load 4.15 Page 1 of 1 V Air System Sizing Summary for AC#3 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017 Prepared by: ARPE Engineering, Inc. 09:35AIV Air System Information Air System Name:. .............. -------------------------------------------.AC#3 Air System Type: .......................Single Zone CAV Sizing Calculation Information Calculation Months: ........................................... ...Aug to Aug Central Cooling Coil Sizing Data MBH Coil airflow- ----------------- ------ ------ .. ------------------------- -----------370 Total coil load: - --------------------------------------------------0.7 CFM Tons Total coil load: --------------------------------------------------------------------------- 8.3 MBH Sensible coil load: ------------------------------------------- 7.5 MBH Coil airflow------------------ ...................................................._._....370 CFM CFM Sensible heat ratio: ------------- ----------------------------------------------- 0.899 Actual max airflow per unit area: ..................................... Area per unit load: -------------------------------------------------------------- 280.5 sgft/Ton Load per unit area: ----------------------------------------------------- 42.8 BTU/(hr-sqft) Central Heating Coil Sizing Data Max coil load: --..._......_------- -- ..-......--------------------- ---2.9 MBH Coil airflow- ----------------- ------ ------ .. ------------------------- -----------370 90.7176.9 F CFM Load per unit area: ................. ..............................14.7 Leaving DB / WB--------------------------------------------------------- BTU/(hr-sqft) Supply Fan Sizing Data 54.5 F Bypass Factor: ---------- _. - Actual max airflow: ----------------------------------------------------------------- 370 CFM Standard airflow: ................. ...-------------------------------- 370 CFM Actual max airflow per unit area: ..................................... 1.90 CFM/sqft Outdoor Ventilation Air Data MBH Design airflow: ......................... ..............---............ --- 0 CFM Airflow per unit floor area: .................................................. 0.00 CFM/sqft Space Sizing Data 370 Aug 1500 Number of zones-------- --------------------------------------------------------------1 Floor Area:._.. --------------------------- ............................. 195.0 sqft Location: ------------------------------------ ..._....Miami Shores, Florida Calculation method: Transfer Function Method Load occurs at---------------------------------------------------- Aug 1400 OA DB / WB--------------------------------------------- 90.7176.9 F Entering DB / WB:------------------------------------------ 75.4/63.1 F Leaving DB / WB--------------------------------------------------------- 56.6/55.4 F CoilADP: ------------------ --................. 54.5 F Bypass Factor: ---------- _. - 0.100 Resulting RH--------------------------------- 51 % Design supply temp:-----------------------------------------......... 56.4 F Load occurs Ent DB / Lvg Des Htg 0.1/77.3 F Fan motor BHP: ............................ ...... ..................... _0.05 BHP Fan motor kW:............................. ........... ...........................0.04 kW Fan static: ------------------------------------------- 0.50 in wg Airflow per person: ................................................................ 0.00 CFM/person Space Name Maximum Design Time of Peak Maximum Space Spal5e Cooling Airflow Load Heating Load Floor t±l polft Sensible CFM MBH Area MBH s ft GUEST HOUSE 7.4 370 Aug 1500 2.9 195.0 90 Block Load 4.15 Page 1 of 1 i Block Load 4.15 Page 1 of 1 9 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/2017 Prepared by: ARPE Engineering, Inc. 06:07PIV General Details: YES Air System Name: ......................... AC#3 Air System Type------------------------ Single Zone CAV Number of zones----------- ---------------- 1 SystemStartup: ------------------------- --- 6 Duration of Operation: ----------------- 14 Central Cooling Coil Data: Used?: ..................-------. _.-----......--------- YES Supply Air Temperature: ------------------------------------ 56.0 F Coil Bypass Factor: ....................................... 0.100 Central Heating Coil Data: 70.0 F Used?--...................................................................................... YES Supply Temperature: -----------------------------------110.0 F Supply Fan Data: Configuration------------------------------------------------------------Draw-thru 0099•• Fan Performance: ................. ..........................................0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: ---------------- ---.----------------------------- Ducted Return Zones Included: 0999: Zone Names " GUEST HOUSE Thermostats Data: 9999 Cooling T -stat: Occ----------------- 75.0 F Cooling T -stat: Unocc- 85.0 F Heating T -stat: Occ:............ 70.0 F Heating T -stat: Unocc:.........................................................60.0 F Safety Factors: Cooling Sensible Safety Factor: --------- --------------------- -.............. 0 % Cooling Latent Safety Factor: ................ ................................. 0 % Heating Safety Factor---------------------------------- 0 % Block Load 4.15 Page 1 of 1 9999 0000•• 9• 0 0000 009000 00 9.999• 0099•• 9 0000 0999: 0000• 9••9 9999 9999. 00 :0*: 9 •9• 99 • 999 0 0• 0 9999 • 090.9• 0 099990 064:0 9 • • 0 Block Load 4.15 Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCEIINDEX,,= 80 ; The lower the EnergyPerformance Index, the more efficient the home. , I certify that this home has complied Construction through the above ene in this home before final inspection. based on installed Code compliant f D`eSi Seller Signature: / Address of New Home: h the Florida Energy Efficiency Code for Building saving features which will be installed (or exceeded) ierwise, a new EPL Display Card will be completed I, Date: City/FL Zip: I 14E SrgT p nh4% i. rurar "' o. un O f Gap iA'>~!10:040 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. 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 10007 NE 4th AVE, MIAMI SHORES, FL, 33138 1. New construction or existing Addition 9. Wall Types In' ation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 4786.60 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3(4) d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=30.0 3100.00 ft2 6. Conditioned floor area (ft2) 3100 b. N/A R= ft2 7. Windows- Description Area c. N/A R= 0 0 • • • ft2 a. U -Factor: Sgl, U=0.65 715.73 ft2 11. Ducts . . 0000 R ft • • • • • a. Sup: Attic, Ret: Attic, AH: ZONE1•• 6 360 • SHGC: SHGC=0.29 0 b. Sup: Attic, Ret: Attic, AH: ZOIII!2 6 300 • b. U -Factor: N/A ft2 0 • 0 0 0 0 • 0 0 ... • • • • SHGC: 12. Cooling systems • • • • • • kBtu/hr *Efficiency : • • • • c. U -Factor: N/A ft2 a. Central Unit 0000 35 0' :21.05• • SHGC: b. Central Unit ' 066* • 35 0. 66E :21.05• • • • • d. U -Factor: N/A ft29999•• 13. Heating systems • • kBtu/h 4*Efjtiency * • 9.0 0SHGC: a. Electric Strip Heat 16.4 COP:1.00 • Area Weighted Average Overhang Depth: 2.000 ft. b. Electric Strip Heat 0 • • • ; 16.4 •COP:1.00 • • Area Weighted Average SHGC: 0.290 0 9 000000 8. Floor Types Insulation Area 9000•• 14. Hot water systems - Replacement equr pment • p: 1 gallons ; •' •' 0 a. Slab -On -Grade Edge Insulation R=1.0 1570.00 ft2 a. Propane • • • 0.82 b. Floor Over Other Space R=1.0 1170.00 ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied Construction through the above ene in this home before final inspection. based on installed Code compliant f D`eSi Seller Signature: / Address of New Home: h the Florida Energy Efficiency Code for Building saving features which will be installed (or exceeded) ierwise, a new EPL Display Card will be completed I, Date: City/FL Zip: I 14E SrgT p nh4% i. rurar "' o. un O f Gap iA'>~!10:040 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. 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 17-0407 CRISTINA BUTLER Builder Name: Street: 10007 NE 4th AVE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: Jurisdiction: Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Addition 9. Wall Types (4786.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 4786.60 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 3(4) d. N/A R= ft2 10. Ceiling Types (3100.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=30.0 3100.00 ft2 6. Conditioned floor area above grade (ft2) 3100 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 R_ Z 11. Duc s R ft2 7. Windows(715.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: ZONE1 • 06 360 a. U -Factor: Sgl, U=0.65 715.73 ft2 b. Sup: Attic, Ret: Attic, AH: ZONES 6 300 • SHGC: SHGC=0.29 000000 b. U -Factor: N/A ft2 12. Cooling systems • • ; • kBtu/hr •Efficiency • SHGC: a. Central Unit • • • 35.0 $E;R:21.05 b. Central Unit • 35.0 Rt21.05 c. U -Factor: N/A ft2 0• 0000 0 •• • • • • • SHGC: 13. Heating systems • • • • • kBtu/hr • iency • "" d. U -Factor: N/A ft2 a. Electric Strip Heat • • • • . 16+f• COP:1.00 • • • • SHGC: b. Electric Strip Heat • • 16.4 COP:1.00 • Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems - Replacement equipment • • • • • • • a. Propane Tankless • Cae: 1 jallons • • • • 8. Floor Types (2740.0 sqft.) Insulation Area EFv0.820 a. Slab -On -Grade Edge Insulation R=1.0 1570.00 ft2 b. Conservation features 00 b. Floor Over Other Space R=1.0 1170.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 31 Total Proposed Modified Loads: 127.93 PASSTotalBaselineLoads: 160.22 i I hereby certify that the plans and specifi ations covered by Review of the plans and T14E S74 this calculation are in compliance with th Florida Energy specifications covered by this Code. calculation indicates compliance OwiththeFloridaEnergyCode. ti >>r,,,zF PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 r hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. yt,+F, 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. Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 1.101V L I:Z[1b'9011S[! 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: 17-0407 CRISTINA BUTLER Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 3100 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 10007 NE 4th AVE Permit Office: Cross Ventilation: No County: Miami -Dade Jurisdiction: Whole House Fan: No City, Stale, Zip: MIAMI SHORES, Family Type: Single-family FL, 33138 New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 1570 20410 2 Block2 1530 12240 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfA b ' *Finished • • Cooled Healetl 1 ZONE1 1570 20410 Yes 4 1 : •lies Yes 1QS• • 00000 2 ZONE2 1530 12240 No 4 3 1 ; . *Yes Yes Yee • • FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio ZONE1 180 ft 1 1570 ft' 0.2 0 0.8 2 Floor Over Other Space ZONE2 ____ --__ 1170 ft' 1 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Flat Concrete 1535 ftz 64 ft2 Medium 0.75 Yes 0.9 Yes 30 4.8 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1530 ftz N N 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) ZONE1 0 Batt 1570 ft2 0.11 Metal 2 Under Attic (Unvented) ZONE1 0 Batt 1530 ft2 0.11 Metal WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space allip Ft In Et In Area R-Vqh1e Fraction Ahqnr rrqrJe% 1 N Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft2 0 0 0.5 0 2 S Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft2 0 0 0.5 0 3 E Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft2 0 0 0.5 0 4 W Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft2 0 0 0.5 0 5 N Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft2 0 0 0.5 0 6 S Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft2 0 0 0.5 0 7 E Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft2 0 0 0.5 0 8 W Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft2 0 0 0.5 0 DOORS Ornt Door Type Space Storms U -Value RD0 • Hgitht ' Areea• 0 • Ft.. • • irr Ft •In 1 S Wood ZONE1 Wood .29 4.2b 8 • "" • 33.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overtjaht Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separatian Irk"acL Screening 1 N 1 Metal Single (Clear) Yes 0.65 0.29 26.0 ft2 2 ft 0 in h 0 -in: Tore Jdn15" 2 N 1 Metal Single (Clear) Yes 0.65 0.29 13.3 ft2 2 ft 0 in 1 ft 0 in None. • None 3 S 2 Metal Single (Clear) Yes 0.65 0.29 73.1 ft2 2 ft 0 in 1 ft 0 in None None 4 S 2 Metal Single (Clear) Yes 0.65 0.29 13.3 ft2 2 ft 0 in 1 ft 0 in None None 5 E 3 Metal Single (Clear) Yes 0.65 0.29 31.9 ft2 2 ft 0 in 1 ft 0 in None None 6 E 3 Metal Single (Clear) Yes 0.65 0.29 187.0 ft2 2 ft 0 in 1 ft 0 in None None 7 W 4 Metal Single (Clear) Yes 0.65 0.29 129.6 ft2 2 ft 0 in 1 ft 0 in None None 8 N 5 Metal Single (Clear) Yes 0.65 0.29 24.1 ft2 2 ft 0 in 1 ft 0 in None None 9 S 6 Metal Single (Clear) Yes 0.65 0.29 21.7 ft2 2 ft 0 in 1 ft 0 in None None 10 E 7 Metal Single (Clear) Yes 0.65 0.29 126.8 ft2 2 ft 0 in 1 ft 0 in None None 11 W 8 Metal Single (Clear) Yes 0.65 0.29 69.0 ft2 2 ft 0 in 1 ft 0 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000201 1632.5 89.62 168.55 1705 3 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 16.4 kBtu/hr 1 sys#1 2 Electric Strip Heat None COPA 16.4 kBtu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 21.05 35 kBtu/hr 1105 cfm 0.77 1 sys#1 2 Central Unit Split SEER: 21.05 35 kBtu/hr 1105 cfm 0.77 2 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.82 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage.. Cert # Company Name System Model # Collector Model Ares' Vols 819 * FEr * e None None 2 DUCTS Supply --- Return ---- Air CFM 2% :F J5 Location R -Value Area Location Area Leakage Type Handler TOT . •qt j? QR . RL1 Hea6 QW 1 Attic 6 360 ftz Attic 90 ftz Default Leakage ZONE1 Defau0*MP alt) • 1 1 • 2 Attic 6 300 ft2 Attic 60 ftz Default Leakage ZONE2 Default (De ult) • • •" 2 . 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin X Jan X Feb Mar Apr Ma Jun [ Jul j Au X) Se [X] OctjXj Nov Dec Heating Jan Feb Mar APr JXXJ May Jun l JulJXJ AuLX] Sep [X] Oct Nov l Dec lX Ventin X Jan X Feb X Mar lX lX lX X A r X May Jun X Jul lxJ X Aug X Se [X] Oct Nov X 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 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 10007 NE 4th AVE Permit Number: 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. 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. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of r)pjWeeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing -shall beConductrg HN § blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official,:estipg shall be conducted by an • approved third party. A written report of the results of the test shall be signed by the party condAft tRe test apd "Vided to the coda official. Testing shall be performed at any time after creation of all penetrations of the building thewroa1 envelope. • • • • • • • •' During testing: • • • • • • • • 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyog(IM91r4ended We'aihengripping or other infiltration control measures; 0000 "" 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed,"b not sealed be yonder tended • • • • • infiltration control measures; .. . • • • . . • . • .. 3. Interior doors, if installed at the time of the test, shall be open; • 0 • • * 0 . .' 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 IeakageVVindows, 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. l 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. PL R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. El 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)U1 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. 2. 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 L/min) 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. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 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. I I 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. gi 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 close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 9 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperatureamotrols capable of adjustment from the lowest to the highest acceptable temperature settings for the intended 4pe. Thp minimur%wij rature salting... range shall be from 100°F to 140°F (38°C to 60°C). • • • • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be providekK8 permit the p%er supplied V • • • • electric service systems to be turned off. A separate valve shall be provided to permit the enerW";plied to the mai* burner(s) of • 0044.. combustion types of service water heating systems to be turned off. • •.. . • • • • p R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall r b9?tRe minimum ef%aencies o{labre • T` C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for MLOTp24f equiprrpnt:ttlled. 00000 Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate wb"• • heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. 4 9 0 9.. . . R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production;; ratedby the *Duaj sglar ener2 J' 4' • factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of : 0.4 • Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 98060TmIMQthods for.Solar Collectors, • and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed Sg44 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. pi R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the 7 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. mil 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. 5131/2017 9:38 AM 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. R 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 R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. ; . • • • • • • : • R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling :nheeiing equipment capacity Ort2tt• • • intermittent basis, such as anticipated additional loads caused by major entertainment events, shall 6%ve2quipment sizedor controlled to • prevent continuous space cooling or heating within that space by one or more of the following optionsy • • . ;' • •; 1. A separate cooling or heating system is utilized to provide cooling or heating to the major eat:;Anment areas • • • • • • 2. A variable capacity system sized for optimum performance during base load periods is tRilh*E!; . • V: • • •' • R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall c o Py 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 energyeervics to the building, shall • • include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, acid ao precipitation is falling • • and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. 0.: La N] M 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. f 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. SSC 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. 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 17-0407 CRISTINA BUTLER Builder Name: Street: 10007 NE 4th AVE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: 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 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 thl foupd tion • • • Walls and sill plate shall be sealed. ++ + • • • The junction of the top plate and the top or exterior walls shallsbosealed. • • Exterior thermal envelope insulation for framed walls shall be "led in substantial contact and continuous alignment with the air barrier.+++ +++• Knee walls shall be sealed. •0000• •0000• Windows, skylights and doors The space between window/door jambs and framing and skylio; 1; and + • 0 • framing shall be sealed. Rim joists 0 Rim joists are insulated and include an air barrier. • • • X 000 Floors (including above -garage Insulation shall be installed to maintain permanent contact wit;, underside of 0 and cantilevered floors) subfloor decking. .. 0 soot 0 Y 0 The air barrier shall be installed at any exposed edge of insulation. 0 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. C 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 x gasketed doors 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 1 of 6 PROJECT Title: 17-0407 CRISTINA BUTLER Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 5 Lot # Owner: Conditioned Area: 3100 sq.ft. Block/SubDivision: of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 10007 NE 4th AVE Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: MIAMI SHORES, Family Type: Single-family Whole House Fan: No FL , 33138 New/Existing: Addition Terrain: Suburban Year Construct: 2017 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 e* Range FL, Miami FL MIAMI_INTL AP 51 90 70 75 •149.5• S& • • • Leu! • • • UTILITY RATES Fuel Unit Utility Name Monthly Fixed st I/Unit Electricity kWh Test File 0 6600 1165 Natural Gas Therm Florida Average 00 • • • • • 1101 Fuel Oil Gallon EnergyGauge Default 0• • • • 10.1 Propane Gallon EnergyGauge Default O• • • • • • 2.401 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 Block1 1570 20410 2 Block2 1530 12240 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 ZONE1 1570 20410 Yes 4 Yes Yes Yes 2 ZONE2 1530 12240 No 4 3 Yes Yes Yes 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 1 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 2 of 6 FLOORS Total Exposed Area = 1570 sq.ft.) FFloor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation ZONE1 180 ft 1 1570 ft' ---_ 0.2 0 0.8 2 Floor Over Other Space ZONE2 1170 ft' 1 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Concrete 1535 ft2 64 ft2 Medium 0.75 Yes 0.9 Yes 30 4.8 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1530 ft2 N N • • • • CEILING TotaiExposed•Area = 3100 sq.ft.;• Ceiling Type Space R -Value Ins. Type Area FraM j rtattion • • ?fuss Type • • • • 1 Under Attic() ZONE1 0 Batt 1570 ft' Metal ••: 0.11 •• 2 Under Attic() ZONE1 0 Batt 1530 ft' .,j• ••...`Metal •..•. WALLS T8"txposet*4e*a:- 4787.91q4 . Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Pr ' t" tion above. . Adjacent Space Cavity Width Height i Sheathing Framing• Solar •PJddV• Ornt To Wall Type R -Value Ft In Ft In Area R- lue Fr tICtT•Absor. rade%• 1 N Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft- ..• 0: .0.5 :•• 0 2 S Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft' 0 0 • •0.5 0 3 E Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft' 0 0 0.5 0 4 W Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft' 0 0 0.5 0 5 N Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft2 0 0 0.5 0 6 S Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft2 0 0 0.5 0 7 E Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft2 0 0 0.5 0 8 W Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft2 0 0 0.5 0 Total Exposed Gross Wall Area: 4787 sq. ft. Total Window Area: 716 sq. ft. Total Door Area: 34 sq. ft. Net Wall Area: 4037 sq. ft. DOORS Total Exposed Area = 34 sq.ft.) Width Height Ornt Adjacent to Door Type Space Storms U -Value Ft In Ft In Area 1 S Exterior Wood ZONE1 Wood 29 4.2 8 33.6 ft2 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 2 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 3 of 6 WINDOWS Total Exposed Area = 716 sq.ft.) Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Metal Single (Clear) Yes 0.65 0.29 Y 26.0 ft2 2 ft 0 in 1 ft 0 in None None 2 N 1 Metal Single (Clear) Yes 0.65 0.29 Y 13.3 ft2 2 ft 0 in 1 ft 0 in None None 3 S 2 Metal Single (Clear) Yes 0.65 0.29 Y 73.1 ft2 2 ft 0 in 1 ft 0 in None None 4 S 2 Metal Single (Clear) Yes 0.65 0.29 Y 13.3 ft2 2 ft 0 in 1 ft 0 in None None 5 E 3 Metal Single (Clear) Yes 0.65 0.29 Y 31.9 ft2 2 ft 0 in 1 ft 0 in None None 6 E 3 Metal Single (Clear) Yes 0.65 0.29 Y 187.0 ft2 2 ft 0 in 1 ft 0 in None None 7 W 4 Metal Single (Clear) Yes 0.65 0.29 Y 129.6 ft2 2 ft 0 in 1 ft 0 in None None 8 N 5 Metal Single (Clear) Yes 0.65 0.29 Y 24.1 ft2 2 ft 0 in 1 ft 0 in None None 9 S 6 Metal Single (Clear) Yes 0.65 0.29 Y 21.7 ft2 2 ft 0 in 1 ft 0 in None None 10 E 7 Metal Single (Clear) Yes 0.65 0.29 Y 126.8 ft2 2 ft 0 in 1 ft 0 in None None 11 W 8 Metal Single (Clear) Yes 0.65 0.29 Y 69.0 ft2 2 ft 0 in 1 ft 0 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Proposed ACH(50) 000201 1632.5 89.62 166.55 1705 3 All MASS Mass Type Area Thickness Furniture Fraction • Space No Added Mass 0 ft2 0 ft 0.3 ZONE1...9 j"" No Added Mass 0ft2 Oft 0.3••••• ZONE; .... ••••• HEATING SYSTEM System Type Subtype Efficiency Capacity Geothepol "ItPump-------- ' Ducts Bloct • Entry P8wer Volt. 4W ' ""• 1 Electric Strip Heat None COPA 16.4 kBtu/hr D.' 0 . P. Sys#1 2 Electric Strip Heat None COP:1 16.4 kBtu/hr 0 0 0• s s#2 2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit Split SEER:21.05 35 kBtu/hr 1105 cfm 0.77 sys#1 1 2 Central Unit Split SEER:21.05 35 kBtu/hr 1105 cfm 0.77 sys#2 2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Propane Tankless Exterior 0.82 1 gal 60 gal 120 deg Standard None 103.78544026261 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 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 3 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 4 of 6 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 Attic 6 360 ft2 Attic 6 90 ft2 Default Leakage ZONE1 Default) (Default) 1 1 2 Attic 6 300 ft2 Attic 6 60 ft2 Default Leakage ZONE2 Default Default 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Coolin [X] Jan X] Feb X] Mar X A r Ma X]] Jun [X] Jul AugXX]] XX]] Oct Nov Dec Heatin[X] Jan Feb Mar fX APr May X] Jun [X] Jul NX Au[X] 1:Pp[X] Oct X Nov XXJ Dec Venting[XX]] Jan X] FeblxJ EX] X] Mar [X Apr X May X]] Jun [X] Jul X Aug X]] e [[X]] Oct X Nov X 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 ' Za j 3 PM 78 78 78 78 78 78 78 78 • 78. . 78 8 78 • Heating (WD) 68 68 68 68 68 68 •"•66PM68686868b%" E8"' Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 • • • PM 68 68 68 68 68 68 68 68 .40600. 68 .0006a t36 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 4 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 5 of 6 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: 105 kWh/Yr Peak Value: 25 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: 891 kWh/Yr Peak Value: 200 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: 3173 kWh/Yr Peak Value: 1036 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: 0 kWh/Yr Peak Value: 0 Watts Pool Pump AM 0 0 0 0 0 0 0 0. 00 1....01 03000 Released: 0 PM 1 1 1 1 0 0 0 00.000 0 0000 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 9 • 6843 0.343 • 0.343 0 0.4 0 Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 6 Q66 0.225 • . 0.171 0.•.. 0.114 • Annual Use: 447 kWh/Yr Peak Value: 165 Watts 0 • • • • 0 Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 Il.d; 0.D• :-P.8 U%• • Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 09M 0.93' • 0.9 D.86: • 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 0.10 0.3...:1).1 0 b*10 0 Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 QJ. 0.1 0.1 0.1.0; Annual Use: 0 kWh/Yr Peak Value: 0 Watts 00 ' 0 CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 Cl. washe Default New GND FLO 2.874 HERS2011 328 CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New GND FLO Electricity DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Default New GND FLO 12 2004 or N HERS2011 372 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 5 of 6 Building Input Summery Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 6 of 6 MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS2011 1 APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours Schedule Type 1 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% PM 0.27 0.27 0.27 0.27 0.33 0.61 1 1 0.93 0.93 0.93 0.93 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 Released: 100% PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W 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: 0 W 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: 0 W 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: 0 W 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 0.241 tj71 0.114 Ns peak: 226 W AM 0.1 0.05 0.05 0.05 0.1 0.2 0.4 0.45 0.4 : 0000 0.2 • • • 0.1 0.100 Released: 100% PM 0.05 0.05 0.15 0.45 0.85 1 0.95 0.8 Q b • 0.2t. •' 415 0A • :. cFan peak: 0 W AM 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.25 0 • b.0205 • 0.25 • 0.25 4355 • Released: 100% PM 0.25 0.25 0.25 0.25 0.25 0.25 0.55 0.6 ON • 0.6 0.0' G.6 00.6 0 Igts-in peak: 0 W AM 0.16 0.15 0.16 0.18 0.23 0.45 0.42 0.26 6!I P • 0.16• • O!12 0! F'h • Released: 100% PM 0.16 0.17 0.25 0.27 0.34 0.55 0.6 0.88 d • 0.88• • 0@51 e28+ • • Igts-out peak: 0 W AM 1 1 1 1 1 0.75 0.75 0 B0 00 0. 0 Released: 0% PM 0 0 0 0 0 0 0 0.5 0.75 0.76• •• 075 0A0:0 1 Igts-gar peak: 0 W AM 0 0 0 0 0 0.5 0.75 1 5.75 • 0.30000 V 0 • Released: 0% PM 0 0 0.5 0.5 0.75 1 0.75 0.5 0 0 a 0 MEL peak: 0 W 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 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 6 of 6 Air System Sizing Summary for AC#1 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017 Prepared by: ARPE Engineering Inc. 09:32AM Air System Information Air System Name: -------------------------------------------------------------- Air System Type: ---------------------------------------- Single Zone CAV Sizing Calculation Information Calculation Months: ....................... ............. Augto Aug Central Cooling Coil Sizing Data Aug 1500 MBH Total coil load:._. —--------------------------------------------------------------2.6 1105 Tons Total coil load: ..................... ------------ ------ --------------31.3 11.1 MBH Sensible coil load----------------------------------------------------------------- 26.8 MBH Coilairflow: --------------------------- ------------------ ....... ...................... 1105 CFM Sensible heat ratio: ________________________________---......_.....___........0.857 1104 CFM Area per unit load: ----------------------------------- ------------------- 602.2 sgft/Ton Load per unit area: .................................... 19.9 BTU/(hr-sqft) Central Heating Coil Sizing Data Max coil load--------------- ---------------------------- ---------- ---- -----------17.5 Aug 1500 MBH Coil airflow---------------------------------------------------------- .................... 1105 CFM Load per unit area:..... .................. ----------- ---------------------------- 11.1 BTU/(hr-sqft) Supply Fan Sizing Data BypassFactor:..------------------------------------------- 0.100 Actual max airflow: --------------------------------------------- _---------------- 1105 CFM Standard airflow: ..................... ------- 1104 CFM Actual max airflow per unit area:--. ..................... 0.70 CFM/sqft Outdoor Ventilation Air Data Designairflow: .............................................................................. CFM Airflow per unit floor area: ----------------- ------------- ------------ 0.00 CFM/sqft Space Sizing Data 17.4 Number of zones: ------------------------------------------------------------------------ I Floor Area:................... .---------------------------------------- ........ -1570.0 sqft Location: --------------------------------------------- Miami Shores, Florida Calculation method: --------------- Transfer Function Method Load occurs at: ----------.......... ......------------------------- Aug 1500 OADB / WB: ----------------------------------------------------------------- 91.0177.0 F Entering DB / WB: ----------------- 75.4161.9 F Leaving DB / WB: ---------------------------- ------ 53.0151.7 F CoilADP: ----------------------------------------------------- 50.5 F BypassFactor:..------------------------------------------- 0.100 ResultingRH:------------------------------- ----------------------------------------- 47 % Design supply temp----------- ----------------------------------------- 52.5 F Load occurs at:-.. ----------------------------------------------- ----------- Des Htg Ent DB / Lvg DB:.. ........ ----------------------------- ............... 69.9/84.6 F Fan motor BHP: --------------------------------------------------------------------- Maximum 0.16 BHP Fanmotor kW:------------------------------------------------------------------ Maximum 0.12 kW Fanstatic: -- ......._-------------------------------------- 0.50 in wg Airflow Load Heating Load Floor Wn.%qft Sensible 0000 0000.• Airflow 0.0perperson: -------------------------------- scift 090.99 000.0• 1105 17.4 1570.0 ll 0 0000•• 0000 0000 • • Space Name Maximum Design Time of Peak Maximum Space 0 ice Cooling Airflow Load Heating Load Floor Wn.%qft Sensible CFM MBH Area MBH scift 1 ST FLOOR 26.8 1105 Aug 1600 17.4 1570.0 ll 0 0000•• 0000•• 00.00• Block Load 4.15 Page 1 of 1 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/201 i Prepared by: ARPE Engineering Inc 02:29Pb General Details: Air System Name-............................................- AC#1 Air System Type: .................................... Single Zone CAV Number of zones: .....................---- . -- 1 System Startup:.. -- -- ----- -- ---.. .. 6 Duration of Operation: -------------------------------- 4 Central Cooling Coil Data: Used?------------------------------------------------------------- YES Supply Air Temperature: ------------------------------------ 1105.0 F Coil Bypass Factor--------------------------------------------------------- 0.100 Central Heating Coil Data: Used?:-----------------------------------------------------------------------------YES Supply Temperature------------------------------------------------------- 110.0 F Supply Fan Data: Configuration----- -------------------------- --------.. Draw-thru Fan Performance: ----------------------------------------------------------------- 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: --------------------- ......._....................Ducted Return Zones Included: Zone Names 1ST FLOOR Thermostats Data: Cooling T -stat: Occ:.........................---........ ............................................................. 75.0 F Cooling T -stat: Unocc:...................._..................._... 85.0 F Heating T -stat: Occ:. ........................... 70.0 F Heating T -stat: Unocc:......................................................... 60.0 F Safety Factors: see* 000* Cooling Sensible Safety Factor: --------------------------------------------- 0 Cooling Latent Safety Factor: ...--...... .....................................0 Heating Safety Factor--------------------------------------------------------------- 0 Block Load 4.15 Page 1 of 1 Air System Sizing Summary for AC#2 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017 Prepared by: ARPE Engineering, Inc. 09:33AM Air System Information Air System Name: ..............----......-- ......---...... --- . ---- --AC#2 Air System Type: ---------------------------- ...........Single Zone CAV Sizing Calculation Information Calculation Months: ........................................ Aug to Aug Central Cooling Coil Sizing Data Total coil load------------------------- ---------------- 2.6 Tons Total coil load: ............................... ........_..............................31.7 Entering DB / WB------------------------------------------------------- MBH Sensible coil load: ----------------------------------------------------------------- 27.3 MBH Coil airflow------------------------ -------------------- 1105 CFM Sensible heat ratio------------------------------- 0.859 Design supply temp: ------------------------------------ Area per unit load: -------------------------------------------------------------- 578.5 sgft/Ton Load per unit area---------------------------------------------------------------- 20.7 BTU/(hr-sqft) Central Heating Coil Sizing Data Max coil load:--------------- - - -----------------------------------------------10.5 MBH Coil airflow:... ------------- -- - ---- --___ 1105 CFM Load per unit area: ------------------------------------------------------------------ 6.9 BTU/(hr-sqft) Supply Fan Sizing Data Actual max airflow: -------------------------------------------------------------- 1105 CFM Standard airflow:.__ ............................_. --............................1104 CFM Actual max airflow per unit area: ------------------------------------- 0.72 CFM/sgft Outdoor Ventilation Air Data Design airflow: ............... ..--.......... ------ .......... --------....0 CFM Airflow per unit floor area: .................................................. 0.00 CFM/sqft Space Sizing Data Number of zones:... --.---_.........._...-_----------------__...---. 1 Floor Area:-------------------------------------------------- ------------------------ 1530.0 sqft Location ----------------------------------------------Miami Shores, Florida Calculation method: Transfer Function Method Load occurs at -------------------------------------------- Aug 1600 OA DB / WB: ---------------------------------------------- 90.7176.9 F Entering DB / WB------------------------------------------------------- 75.3161.6 F Leaving DB / WB--------------------------------------------------------- 52.4/51.2 F CoilADP: --------------------------------------------------------------------------------- 49.9 F Bypass Factor--------------------------------------- 0.100 Resulting RH-------------------------------------------- 46 % Design supply temp: ------------------------------------ 52.8 F Load occurs at-------------------------------------------------------------Des Htg Ent DB / Lvg DB: ---------------------------------------------------------- 69.8178.7 F Fan motor BHP------------------------- --------------- ___ ............0.16 BHP Fan motor kW: ..................... ................----..... -- --- --- 0.12 kW Fan static: --------- ----------------------------------------------0.50 in wg Airflow per person: --------------------------•.- '..._-------.....--.0 00 FM/person • 00 Space Name Maximum Design Time of Peak Maximum SpaceE-2 Cooling Airflow load Heating Load Floor Sensible CFM MBH AreaMBHs 2ND FLOOR 26.5 1105 Aug 1500 11.1 1530.0 Block Load 4.15 Page 1 of 1 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/2017 Prepared by: ARPE Engineering, Inc. 02:32PM General Details: Air System Name:---------------------------------- AC#2 Air System Type -----------------------------------------Single Zone CAV Numberof zones: ........................................................................ 1 System Startup--------------------------------------- 6 Duration of Operation:..............................------------------------..--. 24 Central Cooling Coil Data: Used?---------------- --------- . -----------...--------.... YES Supply Air Temperature: ---------- .................. 1105.0 F Coil Bypass Factor:-.--.-----------------------------------------------------0.100 Central Heating Coil Data: Used?:------ ........................................ .. YES Supply Temperature:. --------------------------------------110.0 F Supply Fan Data: Configuration: ............................ ........_...................... Draw-thru Fan Performance:..._ .............._-.------------------. 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: .................... ----------------------------- Ducted Return Zones Included: Zone Names 2ND FLOOR Thermostats Data: Cooling T -stat: Occ------------------------------- 75.0 F Cooling T -stat: Unocc:--------------------------------------------------------- 5.0 F Heating T -stat: Occ:.............................................................70.0 F Heating T -stat: Unocc:..................................... 60.0 F Safety Factors: too• Cooling Sensible Safety Factor: ------ ._................... 0 to00 Cooling Latent Safety Factor: .._...._............ 0 Heating Safety Factor: .................................. 0 Block Load 4.15 Page 1 of 1 Air System Sizing Summary for AC#3 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017 Prepared by ARPE Engineering Inc 09:35AM Air System Information Air System Name: ---------------- --------------------------------------------- AC#3 Air System Type: ............. ------- Single Zone CAV Sizing Calculation Information Calculation Months: --------------------------------- ............ Aug to Aug Central Cooling Coil Sizing Data 2.9 MBH Total coil load:. .... _------ ----------------------------------- 0.7 Tons Total coil load:------------------------------------------------------------------------- 8.3 MBH Sensible coil load-------------------------------------------------------------------- 7.5 MBH Coil airflow:----------------------------------------------------------------------370 51 % CFM Sensible heat ratio: ----------- --------------- _ .... _ 0.899 CFM Area per unit load: -------------- ------------------------------------------------ 280.5 sgft/Ton Load per unit area: ------------------------------------------------------------- 42.8 BTU/(hr-sqft) Central Heating Coil Sizing Data Max coil load: ----------------------------------------------------------------------- 2.9 MBH Coil airflow:--------- -------------------------- 370 CFM Load per unit area: -------------------------------------------------------------- 14.7 BTU/(hr-sqft) Supply Fan Sizing Data Bypass Factor:-.- - ----------------------------------- ----------------------- 100 Actual max airflow:._............................................._............-_370 51 % CFM Standard airflow: --.........--- ..........................-.......... 370 CFM Actual max airflow per unit area: -------------- 1.90 CFM/sqft Outdoor Ventilation Air Data Design airflow:._ .............. .. ............-....... -. 0 CFM Airflow per unit floor area-------------------------------------- ------------0.00 CFM/sqft Space Sizing Data Aug 1500 2.9 Number of zones-- -------------------------------------- ..------ - -.1 Floor Area: ---------------------------------------------------------- ._.._...-- 195.0 sqft Location ----------------------------------------------Miami Shores, Florida Calculation method: --------------- Transfer Function Method Load occurs at: -------------------------------------------- Aug 1400 OA DB / WB: ------------------------------- -- --_. -- 90.7176.9 F Entering DB / WB---------------------------------------------------- 75.4/63.1 F Leaving DB / WB: ----------------------------------------------------- 56.6/55.4 F CoilADP:.---....---------------------------------------------------------------.....54.5 F Bypass Factor:-.- - ----------------------------------- ----------------------- 100 ResultingRH----------------------------------------- _----------------- 51 % Design supply temp-- ----------------------------------- --_-- 56.4 F Load occurs at----------------------------------------------------------- Des Htg Ent DB / Lvg DB: --------------------------------------------- 70.1/77.3 F Fan motor BHP:----------------------------------------------------------- Maximum 0.05 BHP Fanmotor kW------------------------------------------------------------------------- Maximum 04 kW Fanstatic: -------------------------------------------------------------------------------- 0.50 in wg Airflow Load Heating Load Floor+C•FjWggft Sensible 6.9606 Airflow per person: ........ 7.4 370 Aug 1500 2.9 1 6666 6666 • • Space Name Maximum Design Time of Peak Maximum Space Bpece Cooling Airflow Load Heating Load Floor+C•FjWggft Sensible CFM MBH Are aMBH GUEST HOUSE 7.4 370 Aug 1500 2.9 1 6666 s••6• 6666• 6666•• 6666•• 6666•• Block Load 4.15 Page 1 of 1 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/2011 Prepared by: ARPE Engineering, Inc. 06:07Pb General Details: YES Air System Name: .............................................................. AC#3 Air System Type: ---------------------------------------- Single Zone CAV Number of zones:. ------------------------------------- 1 System Startup: .............................. 5 Duration of Operation: 24 Central Cooling Coil Data: Used?------------------------------------------------------------- YES Supply Air Temperature: ................................................... 56.0 F Coil Bypass Factor:-------- ............................. 0.100 Central Heating Coil Data: F Used?: .................... -----------------------------............--------......-----YES F Supply Temperature: -------------------------------------------------110.0 F Supply Fan Data: 0 % Configuration:-----...-_-................____..............__..__._._Draw-thru 0 % Fan Performance:. ----------- -- ------------....-------............0.50 in wg Ceiling Return Air Plenum Data: 6 • Return Air Via: ........ .................... .—Ducted Return Zones Included: Zone Names GUEST HOUSE Thermostats Data: 6666 Cooling T -stat: Occ:................................................... --------.75.0 F Cooling T -stat: Unocc:......................................... ................85.0 F Heating T -stat: Occ---------- ------ ----------............------------------70.0 F Heating T -stat: Unocc:.........................................................60.0 F Safety Factors: Cooling Sensible Safety Factor: _________-------------------------------- 0 % Cooling Latent Safety Factor: ...................... 0 % Heating Safety Factor: ................ - 0 % Block Load 4.15 Page 1 of 1 6666 6666•• 0 6666 0 600000 6 • 000•• 00000• 6666•• 0000 0000 0000 0000 00000 000000 0 666 6• of ••• 666600 6666•• 0060• 00 6666•• 00 0 Block Load 4.15 Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ` A ESTIMATED ENERGY PERFORMANCE INDEX* ` 80` The lower the EnergyPerformance Index, the more efficient the home. I certify that this Oome has compliedIth the eing Florida Energy Efficiency Code for Building Construction thr ugh the above ener y savfeatures which will be installed (or exceeded) in this home bef a final inspection. therwise, a new EPL Display Card will be completed ased on installe Code compliant f uesl ignature: ' . ' % Date: Address of New Home: 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) 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. 5/31/2017 9:37 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 10007 NE 4th AVE, MIAMI SHORES, FL, 33138,,^"` 1. New construction or existing Addition 9. Wall Types Insulation d. 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 4786.60 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3(4) d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=30.0 3100.00 ft2 6. Conditioned floor area (ft2) 3100 b. N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 a. U -Factor: Sgl, U=0.65 715.73 ft2 11. Ducts • 0 0 •R ft2 a. Sup: Attic, Ret: Attic, AH: ZONE1 • 6 360 SHGC: SHGC=0.29 b. Sup: Attic, Ret: Attic, AH: ZOIIE2 • 006 300 • • b. U -Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr • •Effidency • • • • • • c. U -Factor: N/A ft2 a. Central Unit a • 35.0 S5ER:21.05 • • SHGC: b. Central Unit 35.0 •S.W:21.05 ; • •' • ; d. U -Factor: N/A ft2 13. Heating systems 0• kBtu/hr "efficiency : • • SHGC: a. Electric Strip Heat 1 .4 Or:1.00 Area Weighted Average Overhang Depth: 2.000 ft. b. Electric Strip Heat 16.4 • COP: 1.00 • • " • • • Area Weighted Average SHGC: 0.290 8. Floor Types Insulation Area 14. Hot water systems - Replacemer: eq;fent .... ; p:. a. Slab -On -Grade Edge Insulation R=1.0 1570.00 ft2 a. Propane 0 • E.: F: 0.822 • E 0. .. • • b. Floor Over Other Space R=1.0 1170.00 ft2 0 0 c. N/A R= ft2 b. Conservation features 0 None 15. Credits Pstat I certify that this Oome has compliedIth the eing Florida Energy Efficiency Code for Building Construction thr ugh the above ener y savfeatures which will be installed (or exceeded) in this home bef a final inspection. therwise, a new EPL Display Card will be completed ased on installe Code compliant f uesl ignature: ' . ' % Date: Address of New Home: 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) 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. 5/31/2017 9:37 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 17-0407 CRISTINA BUTLER Builder Name: Street: 10007 NE 4th AVE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: Jurisdiction: Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Addition 9. Wall Types (4786.6 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 4786.60 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 3(4) d. N/A R= ft2 10. Ceiling Types (3100.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=30.0 3100.00 ft2 6. Conditioned floor area above grade (ft2) 3100 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(715.7 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: ZONE1 6 360 a. U -Factor: Sgl, U=0.65 715.73 ft2 b. Sup: Attic, Ret: Attic, AH: ZONE2 6 300 SHGC: SHGC=0.29 b. U -Factor: N/A ft2 12. Cooling systems " kBtu/hj";E%ciency ' • SHGC: a. Central Unit • • • ;' 35.0 01EER:21.05 000004 b. Central Unit 000000 35.0 SEER:21.05 • c. U -Factor: N/A ft2 SHGC: 13. Heating systems. kBtu/hf • fl?c,ency • • • d. U -Factor: N/A ft2 a. Electric Strip Heat• 16.. COP:1.00 SHGC: b. Electric Strip Heat • 16.4 1;M:1.00 Area Weighted Average Overhang Depth: 2.000 ft. 00 00 Area Weighted Average SHGC: 0.290 14. Hot water systems - ReplacementeqIiipV ent • • a. Propane Tankless • CaP tgallons • • • • • 8. Floor Types (2740.0 sgft.) Insulation Area EF: 0.820 • a. Slab -On -Grade Edge Insulation R=1.0 1570.00 ft2 b. Conservation features ' • •' 0000 b. Floor Over Other Space R=1.0 1170.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.23 otal Proposed Modified Loads: 127.93 PASSTotalBaselineLoads: 160.22 1 hereby certify that th plans and specific tions covered by Review of the plans and t1'iB S742ZthiscalculationareinompliancewiththeloridaEnergyspecificationscoveredbythis O Code. calculation indicates compliance with the Florida Energy Code. o''' ,-Qr. PREPARED BY: Before construction is completed r DATE: this building will be inspected for compliance with Section 553.908 a hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD W, S¢ 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. Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/2011 Prepared by: ARPE Engineering, Inc. 06:07PIV General Details: Air System Name: AC#3 Air System Type:-_-_-----.-._..... ------------------- Single Zone CAV Number of zones:----------------------- ---------------------------- 1 System Startup: 6 Duration of Operation: 24 Central Cooling Coil Data: Used?: -----------------....----------------------------------------------YES Supply Air Temperature----------------------------------------------------- 56.0 F Coil Bypass Factor:----- ----- .......... --------------------------------- 0.100 Central Heating Coil Data: Used?: YES Supply Temperature: 110.0 F Supply Fan Data: Configuration:------------------------------------------------ Draw-thru Fan Performance: --------- 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: ------- _.-..---_-------------------------------- Ducted Return Zones Included: Zone Names GUEST HOUSE Thermostats Data: Cooling T -stat: Occ: 75.0 F Cooling T -stat: Unocc------------------------------------------------------- 85.0 F Heating T -stat: Occ--------------------------------------------. 70.0 F Heating T -stat: Unocc---------------------------------------- 60.0 F Safety Factors: Cooling Sensible Safety Factor: Cooling Latent Safety Factor: ---------------------------------------- 0 Heating Safety Factor: 0 Block Load 4.15 Page 1 of 1 FORM R405-2014 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: 17-0407 CRISTINA BUTLER Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 3100 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 10007 NE 4th AVE Permit Office: Cross Ventilation: No County: Miami -Dade Jurisdiction: Whole House Fan: No 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 Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 1570 20410 2 Block2 1530 12240 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Soso InfilID Finished Cooled Heated 1 ZONE1 1570 20410 Yes 4 1 • • • •Yes YES Ytht • 2 ZONE2 1530 12240 No 4 3 1 :'*:*;e, Yes Yes • FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile 0 Vsood Carpet 1 Slab On -Grade Edge Insulatio ZONE1 180 ft 1 1570 ft' 0.2 0 0.8 2 Floor Over Other Space ZONE2 ---- ---- 1170 ft' 1 0.2 0 0.8 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Flat Concrete 1535 ftz 64 ft2 Medium 0.75 Yes 0.9 Yes 30 4.8 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1530 ftZ N N 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) ZONE1 0 Batt 1570 ft2 0.11 Metal 2 Under Attic (Unvented) ZONE1 0 Batt 1530 ft2 0.11 Metal WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 N Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft2 0 0 0.5 0 2 S Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft2 0 0 0.5 0 3 E Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft2 0 0 0.5 0 4 W Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft2 0 0 0.5 0 5 N Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft2 0 0 0.5 0 6 S Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft2 0 0 0.5 0 7 E Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft2 0 0 0.5 0 8 W Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft2 0 0 0.5 0 DOORS 0000 Ornt Door Type Space Storms U -Value lidths . H A g`H1• Area. • • Ft In* Ft ••'IA 1 S Wood ZONE1 Wood .29 4.2... :"8 go0 33.9 It? 000000 0 0 . W•• WINDOWS Orientation shown is the entered, Proposed orientation. 9090 0000 Wall Over.a.g 000 00• : WIN I 0 V Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes 0.65 0.29 26.0 ft2 2 ft 0 in 1 ft din; None. vpge* 2 N 1 Metal Single (Clear) Yes 0.65 0.29 13.3 ft2 2 ft 0 in ft 0 ". 000 None0.• None 3 S 2 Metal Single (Clear) Yes 0.65 0.29 73.1 ft2 2 ft 0 in 1gI?0 ine done : Mone • 4 S 2 Metal Single (Clear) Yes 0.65 0.29 13.3 ft2 2 ft 0 in 1 ft 0 in None None 5 E 3 Metal Single (Clear) Yes 0.65 0.29 31.9 ft2 2 ft 0 in 1 ft 0 in None None 6 E 3 Metal Single (Clear) Yes 0.65 0.29 187.0 ft2 2 ft 0 in 1 ft 0 in None None 7 W 4 Metal Single (Clear) Yes 0.65 0.29 129.6 ft2 2 ft 0 in 1 ft 0 in None None 8 N 5 Metal Single (Clear) Yes 0.65 0.29 24.1 ft2 2 ft 0 in 1 ft 0 in None None 9 S 6 Metal Single (Clear) Yes 0.65 0.29 21.7 ft2 2 ft 0 in 1 ft 0 in None None 10 E 7 Metal Single (Clear) Yes 0.65 0.29 126.8 ft2 2 ft 0 in 1 ft 0 in None None 11 W 8 Metal Single (Clear) Yes 0.65 0.29 69.0 ft2 2 ft 0 in 1 ft 0 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000201 1632.5 89.62 168.55 1705 3 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COPA 16.4 kBtu/hr 1 sys#1 2 Electric Strip Heat None COPA 16.4 kBtu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 21.05 35 kBtu/hr 1105 cfm 0.77 1 sys#1 2 Central Unit Split SEER: 21.05 35 kBtu/hr 1105 cfm 0.77 2 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.82 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Vol a : FEF None None ft' • 0000•• 0000 DUCTS 696.06 0 Supply ---- Return ---- Air CFM 25 e@FoM25 066* 16066i HVAC # • V # Location R -Value Area Location Area Leakage Type Handler TOT 0. - WT QN 6 6 -RLF Heat • Coal 1 Attic 6 360 ftz Attic 90 ft' Default Leakage ZONE1 6000•• ... Default ( 0 0 * 9 t) • • • of .. . 1 1 6060•• 2 Attic 6 300 ft' Attic 60 ftZ Default Leakage ZONE2 Defaul .(Oeieelt) . 2 8 TEMPERATURES 0000.. 0000.. Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar j A r X] Ma Jun XXjj Jul Au Se X Oct Xjj Nov Dec Heatin 0 Jan Feb Mar Apr X] May Jun Jul Aug Sep rdjXj Oct 1X Nov l Dec Vantin lX Jan [X Feb [X] Marll lX] X] A r lX] X] Ma [X] Jun [X] Jul [X Aull Se Oct [X] Nov X] 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 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 10007 NE 4th AVE Permit Number: 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. 1P 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. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. 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, and 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 cgvygjed by an approved third party. A written report of the results of the test shall be signed by the party conducting the test amd provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building tiermof envelope. • • During testing:• '00' * 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyorjCL;i *fended weatf=erstripping or 0 other infiltration control measures; 000000 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed,Ouinoisealed Vyonciiatendedo • infiltration control measures; 0000 •••• • • • • • 3. Interior doors, if installed at the time of the test, shall be open; 000000 • • • • • • : • • 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be close a*rh ealed; • • • : • • • • • • 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 VmbVstion air. • • • R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no mooraoth:n 0.3 cim 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 RMC 400 or AAMANVDMA/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. 13 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 (MandatoryAll 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. 2. 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 L/min) 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. 5/31/2017 9:38 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 01 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 19 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. PR403.4.1 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. gi 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'/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 9 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). • • • • • • 0000 0000•• R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be proviaad.to permit the law" supplied to • electric service systems to be turned off. A separate valve shall be provided to permit the energy s4jppgpd to the pripih t:imer(slgf • 0000 combustion types of service water heating systems to be turned off. • 000000 0 • • 0000.• RR403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall ~the minimurfoWitiencies of Table • C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for tie 4W@ of equipmes toiestalled. • • • • • Equipment used to provide heating functions as part of a combination system shall satisfy all stated rggtyrepVnts for tl p appWpriate V61% • 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 areirated by the annual solar energy . • factor of the system. The solar energy factor of a system shall be determined from the Florida solar'Engrgy Cepter Djgectory of, . • • • Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 980 Testivtethods V61,IBPCollectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, golle4tops in installed solar watei • • • • heating systems should meet the following criteria: ' • • • •' • ; • • Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Be installed at an orientation within 45 degrees of true south. 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. ffl R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. Q 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. 5/31/2017 9:38 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 17-0407 CRISTINA BUTLER Builder Name: Street: 10007 NE 4th AVE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: 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. n 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 insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic 1 spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation • • Walls and sill plate shall be sealed. • The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in 000004 •. substantial contact and continuous alignment with the air barrier. • 000 Knee walls shall be sealed. • • • • • • Windows, skylights and doors The space between window/door jambs and framing and skyligh42pend • • • framing shall be sealed. 000000 • Rim joists 00 00 Rim joists are insulated and include an air barrier. 0 690 X Floors (including above -garage Insulation shall be installed to maintain permanent contact witt;und6r9ide of • 0 • • • and cantilevered floors) subfloor decking. 0 0 : • • C • The air barrier shall be installed at any exposed edge of insula$ow.• : 000 Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently 00 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. x 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 x Basketed doors 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 00 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. R 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 R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. • • • • 0000•• 0000•• R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or hcatpg equipments apacity on an • intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sizecCorcontrolled to • prevent continuous space cooling or heating within that space by one or more of the following options:"; • • • • • 0 • • 0. 0 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. : • • • • 0000 0000 : 000% • 2. A variable capacity system sized for optimum performance during base load periods is ut1"1.• 0 00000 • 0000* 13 R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units sh;IIPcp"n with Spttidpg F403 • • • • • and C404 of the Commercial Provisions in lieu of Section R403. • • • • • • • 000000 000600 0 p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy tervite to the building, shall • • : Ad • include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, d no precipitation i6•falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. 0000 000 0 . • . 0 : :*** 0: R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and MgrDund 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. SSC 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 J 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. 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 1 of 6 PROJECT Title: 17-0407 CRISTINA BUTLER Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 5 Lot # Owner: Conditioned Area: 3100 sq.ft. Block/SubDivision: of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 10007 NE 4th AVE Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: MIAMI SHORES, Family Type: Single-family Whole House Fan: No FL , 33138 New/Existing: Addition Terrain: Suburban Year Construct: 2017 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 Fitt@d`j(" Unit 000000 Electricity kWh Test File 0 • • • • q.1165 0000; Natural Gas Therm Florida Average 000000 Fuel Oil Gallon EnergyGauge Default 0 10801 Propane Gallon EnergyGauge Default 00 • • 0 99V 2+401 SURROUNDINGS'. Shade Trees AdjjdbVt Buildings Ornt Type Height Width Distance Exist Heig%t& • Wrd" • Distbnce • 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 1570 20410 2 Block2 1530 12240 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 ZONE1 1570 20410 Yes 4 Yes Yes Yes 2 ZONE2 1530 12240 No 4 3 Yes Yes Yes 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 1 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 2 of 6 FLOORS Total Exposed Area = 1570 sq.ft.) Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation ZONE1 180 ft 1 1570 ft2 ____ 0.2 0 0.8 2 Floor Over Other Space ZONE2 1170 ft2 1 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Concrete 1535 ft2 64 ft2 Medium 0.75 Yes 0.9 Yes 30 4.8 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1530 ft2 N N CEILING Total Exposed Apea- 3100 sq.ft.) Ceiling Type Space R -Value Ins. Type Area Framn@Aeracton •. •Truss Type . ` 1 Under Attic Q ZONE1 0 Batt 1570 ft2 1• • •" :Metal • • • • • • 2 Under Attic () ZONE1 0 Batt 1530 ft2 ` * Vie110 • Metal i • •.. i 0000 .00. • • WALLS Ala'I exposed Area = 4787 sq f . Wall orientation below is as entered. Actual orientation is modified b 0000• rotate an le shown in "Pro ec'; sNion abgye. • • Adjacent Space Cavity Width Height gheai mg Framing Solar Below Omt To Wall Type R -Value Ft In Ft In Area ;'fT 9I a Fraction• Absor. Gradg° 1 N Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft2 • 0 *0 • •: •0.5 `• 0 • 2 S Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft2 • ..'0 ; Q • 00.5 ; • • b• 3 E Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft2 0 0 • • 60.5 0 4 W Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft2 0 0 0.5 0 5 N Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft2 0 0 0.5 0 6 S Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft2 0 0 0.5 0 7 E Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft2 0 0 0.5 0 8 W Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft2 0 0 0.5 0 Total Exposed Gross Wall Area: 4787 sq. ft. Total Window Area: 716 sq. ft. Total Door Area: 34 sq. ft. Net Wall Area: 4037 sq. ft. DOORS Total Exposed Area = 34 sq.ft.) Width Height Ornt Adjacent to Door Type Space Storms U -Value Ft In Ft In Area 1 S Exterior Wood ZONE1 Wood 29 4.2 8 33.6 ft2 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 2 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 3 of 6 WINDOWS Total Exposed Area = 716 sq.ft.) Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Metal Single (Clear) Yes 0.65 0.29 Y 26.0 ft2 2 ft 0 in 1 ft0 in None None 2 N 1 Metal Single (Clear) Yes 0.65 0.29 Y 13.3 ft2 2 ft 0 in 1 ft 0 in None None 3 S 2 Metal Single (Clear) Yes 0.65 0.29 Y 73.1 ft2 2 ft 0 in 1 ft0 in None None 4 S 2 Metal Single (Clear) Yes 0.65 0.29 Y 13.3 ft2 2 ft 0 in 1 ft 0 in None None 5 E 3 Metal Single (Clear) Yes 0.65 0.29 Y 31.9 ft2 2 ft 0 in 1 ft 0 in None None 6 E 3 Metal Single (Clear) Yes 0.65 0.29 Y 187.0 ft' 2 ft 0 in 1 ft 0 in None None 7 W 4 Metal Single (Clear) Yes 0.65 0.29 Y 129.6 ft2 2 ft 0 in 1 ft 0 in None None 8 N 5 Metal Single (Clear) Yes 0.65 0.29 Y 24.1 ft2 2 ft 0 in 1 ft 0 in None None 9 S 6 Metal Single (Clear) Yes 0.65 0.29 Y 21.7 ft2 2 ft 0 in 1 ft 0 in None None 10 E 7 Metal Single (Clear) Yes 0.65 0.29 Y 126.8 ft2 2 ft 0 in 1 ft 0 in None None 11 W 8 Metal Single (Clear) Yes 0.65 0.29 Y 69.0 ft2 2 ft 0 in 1 ft0 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 5e000+• acefs) •••.:• 1 Wholehouse Proposed ACH 50 000201 1632.5 89.62 168.55 1705 3 All • • • • • MASS Mass Type Area Thickness Furniture Fraction ..'..tpace 'g. : 00000 No Added Mass 0ft2 Oft 0.3 ZONE1 No Added Mass 0ft2 Oft 0.3 ZONE:••.i• """ HEATING SYSTEM System Type Subtype Efficiency Capacity Geothermal HeatPump-------- Ducts Block Entry Power Volt. Curr 1 Electric Strip Heat None COPA 16.4 kBtu/hr 0 0 0 sys#1 1 2 Electric Strip Heat None COPA 16.4 kBtu/hr 0 0 0 sys#2 2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit Split SEER:21.05 35 kBtu/hr 1105 cfm 0.77 sys#1 1 2 Central Unit Split SEER:21.05 35 kBtu/hr 1105 cfm 0.77 s s#2 2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Propane Tankless Exterior 0.82 1 gal 60 gal 120 deg Standard None 103.78544026261 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 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 3 of 6 Building Input Summary Report 0000•• 0000.• 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 4 of 6 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 Attic 6 360 ft2 Attic 6 90 ft2 Default Leakage ZONE1 Default) (Default) 1 1 2 Attic 6 300 ft2 Attic 6 60 ft2 Default Leakage ZONE2 Default Default 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: N CoolingIx Jan Feb Mar A r X Ma X Jun Jul Au Se Oct X Nov X Dec HeatinJan X Feb1XI JXXJ Mar X Apr May X Jun X Jul Aug X Sep X Oct Nov DecIX Venting Jan X Feb X Mar Apr X May Jun Jul X Aug Sep X Oct Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours 0000 0000• Schedule Type 1 2 3 4 5 6 7 8 • 9•. • 10 0000 11 0000 12 • Cooling (WD) AM 78 78 78 78 78 78 78 78 •0800 • • 80 8E 80• • • PM 80 80 78 78 78 78 78 78 0 07re 9 0 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 •78• • 78 f8 00.00 078 PM 78 78 78 78 78 78 78 78 • .7. . • 78 • IE 07* 0 0 Heating (WD) AM 66 66 66 66 66 68 68 68 . r68•. • 68 68 PM 68 68 68 68 68 68 68 68 66 0 68 0 068000 6g Heating (WEH) AM 66 66 66 66 66 68 68 68 F$• •. 68 68 68 . PM 68 68 68 68 68 68 68 68 . 68• . 68 66 66 • 0000•• 0000.• 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 4 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 5 of 6 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: 105 kWh/Yr Peak Value: 25 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: 891 kWh/Yr Peak Value: 200 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 0Q.51 0.28 Annual Use: 3173 kWh/Yr Peak Value: 1036 Watts 00.0 00•00 Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 9*61 ; 0.61 ...455 0.53 •' Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 9.1.,0 0.96'..'0.:7 Qzi.: Annual Use: 0 kWh/Yr Peak Value: 0 Watts 0000.. Pool Pump AM 0 0 0 0 0 0 0 0 0000 1 00001 0000. 1 Released: 0 PM 1 1 1 1 0 0 0 0 0G••' 0 '••••0 09000 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 C.34'3' 0.343 "0.3'43 U'4"; Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 2V- 0.229 0.171 0.114-. Annual Use: 447 kWh/Yr Peak Value: 165 Watts 0000•• 0 0 0 0 • Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8.' 0 0.8 ' 0.8 0.8.. • Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 5 ' 0.93* 001 6.85 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 WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 Cl. washe Default New GND FLO 2.874 HERS2011 328 CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New GND FLO Electricity DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Default New GND FLO 12 2004 or N HERS2011 372 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 5 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 6 of 6 MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS2011 1 APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours Schedule Type 1 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% PM 0.27 0.27 0.27 0.27 0.33 0.61 1 1 0.93 0.93 0.93 0.93 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 Released: 100% PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W 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: 0 W 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 0000 0.65 0.375 dWash peak: 0 W AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 000.540100 0.594 00 502 0'44'3'; Released: 60% PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1 046 • 0.5970"p!3 3 0.28100 00000000 00000 E-rOven peak: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0003.,*. 0.343 P.343 P.4 Released: 80% PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.28po 0.229 O . p.171 f;fla" Ns peak: 226 W AM 0.1 0.05 0.05 0.05 0.1 0.2 0.4 0.45 U'4" 0.2 0008.1 n:" Released: 100% PM 0.05 0.05 0.15 0.45 0.85 1 0.95 0.8 0*r"; 0.25.' Z V. 100 00.00 cFan peak: 0 W AM 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.25 Q.ZS.. 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 . Q.6 9.6..; Igts-in peak: 0 W AM 0.16 0.15 0.16 0.18 0.23 0.45 0.42 0.26 0.19 . 0000.. 0.16 0.12 141000 Released: 100% PM 0.16 0.17 0.25 0.27 0.34 0.55 0.6 0.88 0.88 011 00 6.28 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: 0 W 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: 0 W 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 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 6 of 6 Air System Sizing Summary for AC#1 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017 Prepared by' ARPE Engineering Inc 09:32AM Air System Information Air System Name: ---------- ____ ................................ ...........AC#1 Air System Type: ........................................ Single Zone CAV Sizing Calculation Information Calculation Months: .............................................. Aug to Aug Central Cooling Coil Sizing Data MBH Coil airflow: ---------------------_-------_-------------------- ------1105 Total coil load:............................................................... 2.6 Tons Totalcoil load----. ......................... ...-........................-------31.3 BTU/(hr-sqft) MBH Sensible coil load:..-........................-....__._..______...._.......__.... 26.8 MBH Coil airflow: .............................................................. 6161.. - ..1105 CFM Sensible heat ratio: .................................. 0.857 Actual max airflow per unit area: ............................ Area per unit load: .............................................................. 602.2 sgft/Ton Load per unit area: ...................... ................................. 19.9 BTU/(hr-sqft) Central Heating Coil Sizing Data Max coil load:-------- .......... _ - --- ---------- ---------------------------17.5 MBH Coil airflow: ---------------------_-------_-------------------- ------1105 91.0/77.0 F CFM Load per unit area: ............................. . . .......................... 11.1 BTU/(hr-sqft) Supply Fan Sizing Data 50.5 F BypassFactor: --------------------------------------------------------------------- Actual max airflow: .............................................................. 1105 CFM Standard airflow: ... -............................................................. 1104 CFM Actual max airflow per unit area: ............................ 0.70 CFM/sqft Outdoor Ventilation Air Data MBH Design airflow:. ---- ............ .................... .................................0 CFM Airflow per unit floor area: .................................. -------------_ 0.00 CFM/sqft Space Sizing Data 1105 Aug 1600 Numberof zones: ................... ...................... ---------- ------ ..1 Floor Area: ......................................................... ..1570.0 sqft Location: .............................................Miami Shores, Florida Calculation method: --------------- Transfer Function Method Load occurs at:---........................................................ Aug 1500 OA DB / WB: ............................. 6161..- ----- 91.0/77.0 F Entering DB / WB: .................................................. 75.4161.9 F Leaving DB / WB:.. --------- . . .. .. ................. 53.0151.7 F Coil ADP: .........-_.............--- -- 50.5 F BypassFactor: --------------------------------------------------------------------- Heating Load ResultingRH:............................................................................. 47 % Design supply temp --------------------------- 52.5 F Load occurs at: ----------------------------------------------- .............. Des Htg Ent DB / Lvg DB:--------- .... ........................ .................9.9184.6 F Fan motor BHP: .................... ............-='- - = ...........p16• BHP • Fan motor kW: ----- .............. .....6141..•-6161.. - --11.12 1W 0060:6 Fan static • ........0.52 in wg • 6 Airflow per person: .............................. ................ _1110b CFM/per%84 • • Space Name " t Maximum Design Time of Peak Maximum SpaceSpace Cooling Airflow toad Heating Load Flooi CFlilliagft Sensible 4.. `CFM MBH Area MBH 1 ST FLOOR 26.8 1105 Aug 1600 17.4 1570.0 0.70 Block Load 4.15 Page 1 of 1 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/2017 Prepared by: ARPE Engineering, Inc. 02:29PN General Details: Air System Name: --- ......... ...................---------------.AC#1 Air System Type:. ....................................... Single Zone CAV Number of zones: .................................................................. - ---1 System Startup: ----------------------------------------------------.._....._6 Duration of Operation: ........................... --------.....-.---..____........24 Central Cooling Coil Data: Used?:-------------------------------------------....-----------------------------..YES Supply Air Temperature: ............................. .................. 1105.0 F Coil Bypass Factor:--------------------------------- -------------- 0.100 Central Heating Coil Data: Used?:.................... -----------------------------------.............................YES Supply Temperature: --------------------------------------------------------- 110.0 F Supply Fan Data: Configuration:...................--._._...-___.._........--__-_........_Draw-thru Fan Performance:....... --- ...........................---------...........0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: .................................................. Ducted Return Zones Included: Zone Names. 1ST FLOOR Thermostats Data: Cooling T -stat: Occ:................................................... ...-...._75.0 F Cooling T -stat: Unocc:........... ..-.-.-....... .............---.---------- 85.0 F Heating T -stat: Occ-......... ................................................... 70.0 F Heating T -stat: Unocc:.------------........................................... 0.0 F Safety Factors: Cooling Sensible Safety Factor: ............. ............... ............... 0 Cooling Latent Safety Factor: .................................................0 000: Heating Safety Factor:- .... ........... .---------------... ------------ 000 00 Block Load 4.15 Page 1 of 1 Air System Sizing Summary for AC#2 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017 Prepared by: ARPE Engineering Inc. 09:33AM Air System Information Air System Name: ...................................... - ...................... AC#2 Air System Type: ........................................ Single Zone CAV Sizing Calculation Information Calculation Months: ------------------------------------- Aug to Aug Central Cooling Coil Sizing Data Aug 1600 OA DB / WB: - . ----- .......................... Total coil load:. ..................... ------------------------- --------------....2.6 Entering DB / WB: ....................................................... Tons Total coil load--------------------- ------------------ -- - - ..._.31.7 52.4/51.2 F MBH Sensible coil load:.-.........................-_............._.................-27.3 Bypass Factor:... ..............------.. ---.....---------.... MBH Coil airflow:.............................. ------------------- ............. - 1105 CFM Sensible heat ratio: ------------------ ............. 0.859 y. Area per unit load:..............................................................578.5 Area sgft/Ton Load per unit area: ................................... ----------------------------20.7 MBH BTU/(hr-sgft) Central Heating Coil Sizing Data Max coil load: ........................................... .............................. 10.5 MBH Coil airflow: .............................................. ----------- .................. 1105 CFM Load per unit area:.------ ............ .....------------------------- -............ .9 BTU/(hr-sgft) Supply Fan Sizing Data Actual max airflow: ........................... Standard airflow: ......................... Actual max airflow per unit area:. Outdoor Ventilation Air Data Design airflow: .......................... Airflow per unit floor area:.._.. Space Sizing Data 1105 CFM 1104 CFM 0.72 CFM/sqft 0 CFM 0.00 CFM/sqft Number of zones: ........................................................................ 1 Floor Area: .. . .. ......................... .. ...................1530.0 sgft Location: --------------------------------------------- Miami Shores, Florida Calculation method:.. Transfer Function Method Load occurs at:------ ................. - ................... Aug 1600 OA DB / WB: - . ----- .......................... 90.7/76.9 F Entering DB / WB: ....................................................... 5.3/61.6 F Leaving DB / WB:. ----- -_........... ... .- .. 52.4/51.2 F CoilADP: ---- ................................. ..---.-------------------------49.9 F Bypass Factor:... ..............------.. ---.....---------.... 0.100 ResultingRH:............................................................................. 6 % Design supply temp: ..................--............................. 52.8 F Load occurs at:.. - .......................... -------- ----- --------Des Htg Ent DB / Lvg DB: -------------------------------------- ------------..69.8/78.7 F Space Name Maximum Design Time of Peak Maximum Space Space Fan motor BHP: ------------------ AV9 BHP Fan motor kW: .................................. Fan static---------------------------- WW •-. • ...----- -• 0+14 1W 0.50 in wg Sensible 4: _ CFM y. MBH Area we •, MBH Airflow per person: 2ND FLOOR CFM/peitaq000• 1530.0 Space Name Maximum Design Time of Peak Maximum Space Space Cooling Airflow Load Heating Load Floot CfM(pgft Sensible 4: _ CFM y. MBH Area we •, MBH s ft 2ND FLOOR 26.5 1105 Aug 1500 11.1 1530.0 0.72 I Block Load 4.15 Page 1 of 1 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/2017 Prepared by: ARPE Engineering, Inc. 02:32PM General Details: Air System Name: ............. ................................................AC#2 Air System Type: .................... - .................. Single Zone CAV Numberof zones: .................................................................. ..1 SystemStartup: ...................................................................... -6 Duration of Operation:.,... ........................................................ 24 Central Cooling Coil Data: Used?:.............................. ...................... ---................. ............. YES Supply Air Temperature: ................................. .............. 1105.0 F Coil Bypass Factor:------------- ......................-- --....------- .0.100 Central Heating Coil Data: Used?------------------------------- -------------...................................... -YES Supply Temperature--------------------------------------------------------- 110.0 F Supply Fan Data: Configuration: •------------- ............................Draw-thru Fan Performance:..--------..................................................... 0.50 inwg Ceiling Return Air Plenum Data: Return Air Via: .......... ..................... .............. Ducted Return Zones Included: Zone Names" 2ND FLOOR Thermostats Data: Cooling T -stat: Occ-............ ................................................ 75.0 F Cooling T -stat: Unocc:.................. ............. --------------------.-.85.0 F Heating T -stat: Occ:...............................................----------70.0 F Heating T -stat: Unocc:............ ...-.-------------------.----....----60.0 F Safety Factors: Cooling Sensible Safety Factor: ......................... . .................. 0 Cooling Latent Safety Factor: .............................................. 0 Heating Safety Factor- -------------- ..............- -.............. Block Load 4.15 Page 1 of 1 Air System Sizing Summary for AC#3 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017 Prepared by: ARPE En ineerin , Inc. 09:35AM Air System Information Air System Name: .............................................................. AC#3 Air System Type: .......... ..................... Single Zone CAV Sizing Calculation Information Calculation Months: .................................. ........... Aug to Aug Central Cooling Coil Sizing Data 1400Totalcoilload:....._.. ---------------------------..... •-------•---..0.7 Tons Total coil load----------------------....... ------ ----------- --------------------...8.3 MBH Sensible coil load: -----............................................................... 7.5 MBH Coil airflow: ----------- ----------•................ .......--......--------370 CFM Sensible heat ratio: ........................................................ 0.899 BTU/(hr-sqft) Area per unit load: .............................................................. 280.5 sgft/Ton Load per unit area: ................................. .............................. 42.8 BTU/(hr-sgft) Central Heating Coil Sizing Data 1400 OA DB/ WB:------------------ ------- ---_...---- .......-----...90.7/76.9 Max coil load: ............. __.......................................................... 2.9 MBH Coil airflow:---- .... - - ------------------_ ............. .........----------..370 56.6155.4 F CFM Load per unit area:--. ............................. ........................ 14.7 BTU/(hr-sqft) Supply Fan Sizing Data 51 % Design supply temp: .............................. ---------------- Actual max airflow: ............... .................................-_......._...._370 Fan kW: CFM Standard airflow: .................................................... ........... .... 370 CFM Actual max airflow per unit area: ...................................... 1.90 CFM/sqft Outdoor Ventilation Air Data inwg Designairflow: .......................................................... •-.................. 0 CFM Airflow per unit floor area: .................................................. 0.00 CFMlsgft Space Sizing Data 1.90 0000•• Number of zones:-------------------------------...--------------------------------1 FloorArea: ----------------------------._................. -----_----......... sqft Location: .......................... Miami Shores, Florida Calculation method: Transfer Function Method Load occurs at: ----...................................... ..-........._Aug 1400 OA DB/ WB:------------------ ------- ---_...---- .......-----...90.7/76.9 F Entering DB / WB: ....................................................... 5.4/63.1 F Leaving DB / WB:__ -- ...--- -- -- -- ..............----- 56.6155.4 F Coil ADP------------------------------------- -- . -------- ..__-------------- 54.5 F Bypass Factor- - ------------------...----.....----......------- 0.100 Resulting RH:. ... ---....._................. ....---- 51 % Design supply temp: .............................. ---------------- 56.4 F Load occurs at:..-. - ---- ............................................ Des Htg Ent DB / Lvg DB:. -- -- -- -- --- ..............................---..70.1177.3 F 0000•• Space Name x"" o• " Maximum 0000 Time of Peak Maximum Space Space Cooling 0000 0000•• Fan motor BHP: .................................. a.•..-----e._.._.._...----A0.06• BHP Fan kW: 1wmotor .................................. 0• Fanstatic:.-----......--------------------..... inwg GUEST HOUSE 0.50 Aug 1500 2.9 195.0 1.90 0000•• 0000 0000 Airflow per person: ............................_• O!00• CFM/pelS84 • • 00.000 00,00• 0000•• Space Name x"" o• " Maximum Design Time of Peak Maximum Space Space Cooling Airflow Load Heating Load Flog= CfM4sgft Sensible CFM MBH Area 64' • ; r ='' MBH s ft GUEST HOUSE 7.4 3701 Aug 1500 2.9 195.0 1.90 0000•• 0000•• 0000•• Block Load 4.15 Page 1 of 1 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/201'1 Prepared by: ARPE Engineering, Inc. 06:07PN General Details: YES Air System Name:-----......------------------------- AC#3 Air System Type: - ................................... Single Zone CAV Number of zones--------------------------- --- 1 SystemStartup:. .-------. ------ ......................-..... 6 Duration of Operation: ......................... ----- 24 Central Cooling Coil Data: Used?:....................................................................................... YES Supply Air Temperature: ............ 56.0 F Coil Bypass Factor-- -- -- ---------------......-----------_.......------0.100 Central Heating Coil Data: Used?: .............-................ ----- YES Supply Temperature- --- ----- 110.0 F Supply Fan Data: 000090 Configuration: ----------------------------------------- D raw-thru Fan Performance---- --- --- 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: ............................. ------------- Ducted Return Zones Included: Zone Names,-, 0000 0000•• GUEST HOUSE 000090 Thermostats Data: 0 0 0• Cooling T -stat: Occ:..--...•--------------- -------------------------- 75.0 F so** 0 0 • • • • see** Cooling T -stat: Unocc:.................. .---.-------------------------------- 85.0 F Heating T -stat: Occ:.------ F 0000•• 0000• 70.0 Heating T -stat: Unocc:..................--------------------------------60.0 F 0' *0•' 00600' Safety Factors: 0 ' 0 0 0 0 0••:• Cooling Sensible Safety Factor: .......... __---------- --- ------------------ 0 0 • • • • • Cooling Latent Safety Factor: ------------ _--------------- _..................... 0 06HeatingSafetyFactor: --------------------------------------------------------------- 0 0 0 Block Load 4.15 Page 1 of 1 FORM R405-2014 ENERGY PERFORMANCE LEVELfgL DISPLAY CARD y j 4.1 E 'i ESTIMATED ENERGY PERFORMANCE INDEX* `80,;. ..,w`"` The lower the EnergyPerformance Index, the more efficient the halide.'"'' ` 10007 NE 4th AVE, 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=5.0 4786.60 ftzb. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3(4) d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Roof Deck (Unvented) R=30.0 3100.00 ft2 6. Conditioned floor area (ft2) 3100 b. N/A R= ft2 c. N/A R= ft2 7. Windows" Description Area 11. Ducts R ft2 a. U -Factor: Sgl, U=0.65 715.73 ft2 a. Sup: Attic, Ret: Attic, AH: ZONE1 6 360 SHGC: SHGC=0.29 b. Sup: Attic, Ret: Attic, AH: ZONE2 6 300 b. U -Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft2 a. Central Unit 35.0 SEER:21.05 SHGC: b. Central Unit 35.0 SEER:21.05 d. U -Factor: N/A ft2 • .• • 13. Heating systems . . kBtuily. 1ificiency...... SHGC: a. Electric Strip Heat ' ' ; V f:,4• .COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. b. Electric Strip Heat 06.4 OOP:1.00 • Area Weighted Average SHGC: 0.290 "';" " ' ' • • • • • 8. Floor Types Insulation Area 14. Hot water systems - Replac0dfrit 91dlpment • ; .... ; a. Slab -On -Grade Edge Insulation R=1.0 1570.00 ft2 a. Propane 000• 0 0 0 * Cap 1 gallons . b. Floor Over Other Space R=1.0 1170.00 ft2 • • • • • • • • lEF: 0.8Z .:.. • c. N/A R= ft2 • b. Conservation features • • • • • • • : 0: • • • • • • None •• •• .. • •••••• 15. Credits :06:0: • Pstat • I certify that this hor Construction throug in this home before based C onnVinstalled t a S' ignature: has complied with the above energy s ial inspection. Oth( de compliant featL# Address of New Home: Florida Energy Efficiency Code for Building ng features which will be installed (or exceeded) ise, a new EPL Display Card will be completed P .J- - 7 Date: City/FL Zip: PtiO4S1 T.gT O.n tt, GOD "'E'T 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. 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 17-0407 CRISTINA BUTLER Builder Name: Street: 10007 NE 4th AVE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: Jurisdiction: Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Addition 9. Wall Types (4786.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 4786.60 ft' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms(Bedrms In Addition) 3(4) d. N/A R= ft' 10. Ceiling Types (3100.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=30.0 3100.00 ft 6. Conditioned floor area above grade (ft') 3100 b. N/A R= ft' floor area below grade (ft') 0 c. N/AConditionedR= s11. Duct R ftft' 7. Windows(715.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: ZONE1 6 360 a. U -Factor: Sgl, U=0.65 715.73 ft' b. Sup: Attic, Ret: Attic, AH: ZONE2 6 300 SHGC: SHGC=0.29 b. U -Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 35.0 SEER:21.05 b. Central Unit 35.0 SEER:21.05 c. U -Factor: N/A ft' SHGC: 13. Heating systems 0000 kBtulhrEfficiency d. U -Factor: N/A ft' a. Electric Strip Heat : . 9. 1t.4 Cop:1.00 0.0: • SHGC: b. Electric Strip Heat 00 ' O18..% CDP:1.00 00 Area Weighted Average Overhang Depth: 2.000 ft. 0 0 ; " 000000 Area Weighted Average SHGC: 0.290 14. Hot water systems - Replacemeniequipment 0. 0 a. Propane Tankless • • • • GW* I gallons. • 8. Floor Types (2740.0 sqft.) Insulation Area 0 0 0000 0 0.820••••• a. Slab -On -Grade Edge Insulation R=1.0 1570.00 ft' b. Conservation features b. Floor Over Other Space R=1.0 1170.00 ft' None • • • • c. N/A R= ft 0 00 15. Credits • • • • 0000• Pstat • • Total roposed Modified Loads: 127.93 n • • • Glass/Floor Area: 0.231 PAss • Total Baseline Loads: 160.22 • • • 000 ; • • • • ; I hereby certify that thelans and specifications c vered by Review of the plans and Sr'1Pc this calculation are in co pliance with the Florida nergy specifications covered by this 0- 04E ti ' ate, Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 t7 I hereby certify that this building, as des' ed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. KT- S¢ J 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. Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: 17-0407 CRISTINA BUTLER Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 3100 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 10007 NE 4th AVE Permit Office: Cross Ventilation: No County: Miami -Dade Jurisdiction: Whole House Fan: No City, State, Zip: MIAMI SHORES, Family Type: Single-family FL , 33138 New/Existing: Addition Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 1570 20410 2 Block2 1530 12240 SPACES Number Name Area Volume Kitchen Occupants Bedrooms In*% *Finished ...+Vooled Heeted 1 ZONE1 1570 20410 Yes 4 1 000 Yes Yes Yes • • 2 ZON E2 1530 12240 No 4 3 1 .. • . Yes Yes Ves FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet • 1 Slab -On -Grade Edge Insulatio ZONE1 180 ft 1 1570 ft' 0.2 • 0 10.%.;. 2 Floor Over Other Space ZONE2 ____ ____ 1170 ft' 0.2. .0 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Flat Concrete 1535 ft' 64 ftz Medium 0.75 Yes 0.9 Yes 30 4.8 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1530 ft' N N 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) ZONE1 0 Batt 1570 ft' 0.11 Metal 2 Under Attic (Unvented) ZONE1 0 Batt 1530 ft' 0.11 Metal WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it nrnt To SpaceWallType 1 N Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft' 0 0 0.5 0 2 S Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft' 0 0 0.5 0 3 E Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ftz 0 0 0.5 0 4 W Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft' 0 0 0.5 0 5 N Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft' 0 0 0.5 0 6 S Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft' 0 0 0.5 0 7 E Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft' 0 0 0.5 0 8 W Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft' 0 0 0.5 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 S Wood ZONE1 Wood .29 4.2 8 33.6 ft' WINDOWS 00000' 0460•0 Orientation shown is the entered, Proposed orientation. • • 4 Wall Ove heai • 6 0 0 0 000** 4 Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separetion Int Shade S•reening• 1 N 1 Metal Single (Clear) Yes 0.65 0.29 26.0 ft' 2 ft 0 in 0 I Itb`g 0 MALA. None • 2 N 1 Metal Single (Clear) Yes 0.65 0.29 13.3 ft' 2 ft 0 in 1 ft0 in 4••644 None None • 0000• 3 S 2 Metal Single (Clear) Yes 0.65 0.29 73.1 ft' 2 ft 0 in 6 hA,iii jVpAe ; flpp . , 4 S 2 Metal Single (Clear) Yes 0.65 0.29 13.3 ft' 2 ft 0 in • 4 4t4Mh None None • 5 E 3 Metal Single (Clear) Yes 0.65 0.29 31.9 ft' 2 ft 0 in ' 1 ft 0 i; Yong" 6 E 3 Metal Single (Clear) Yes 0.65 0.29 187.0 ft' 2 ft 0 in • :4 if4 None4 yJbfiC • 7 W 4 Metal Single (Clear) Yes 0.65 0.29 129.6 ft' 2 ft 0 in 1 ft 0 in Nona; None 8 N 5 Metal Single (Clear) Yes 0.65 0.29 24.1 ft' 2 ft 0 in 1 ft 0 in None None 9 S 6 Metal Single (Clear) Yes 0.65 0.29 21.7 ft' 2 ft 0 in 1 ft 0 in None None 10 E 7 Metal Single (Clear) Yes 0.65 0.29 126.8 ft' 2 ft 0 in 1 ft 0 in None None 11 W 8 Metal Single (Clear) Yes 0.65 0.29 69.0 ft' 2 ft 0 in 1 ft 0 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000201 1632.5 89.62 168.55 1705 3 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COPA 16.4 kBtu/hr 1 sys#1 2 Electric Strip Heat None COPA 16.4 kBtu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 21.05 35 kBtu/hr 1105 cfm 0.77 1 sys#1 2 Central Unit Split SEER: 21.05 35 kBtu/hr 1105 cfm 0.77 2 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.82 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT; 04T Q11 R1-17 Hag?OCcmf 1 Attic 6 360 ft2 Attic 90 ft2 Default Leakage ZONE1 DefaWQ e(4)&fault) 2 Attic 6 300 ft2 Attic 60 ft2 Default Leakage ZONE2 Defadlfj'(ttl%ult) wool TEMPERATURES goes Programable Thermostat: Y Ceiling Fans: Coolin Jan X] Feb Mar A r Ma Jun X Jul X Au X i Oct Nov X] DEc Jan MarHeating1XXIFebJXJ APr MayJXJ N Jun Jul X AuEX1 j Oct , f X,tJoovj(jVentin tX] Jan X Feb Mar t X Apr May XX]] Jun [X Jul lX X Aug X e [[[[X Oct . • {X).N v X] I ec Thermostat Schedule: HERS 2006 Reference Hours 0 Schedule Type 1 2 3 4 5 6 7 8 9 10 -.41 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 5/31/2017 9:37 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Pertormance and Prescriptive Methods ADDRESS: 10007 NE 4th AVE Permit Number: 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. 1P 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. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. 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, and 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; 000* 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but pot sea leebgygrgmntended • • • • • infiltration control measures; a..* • • 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 clo%4d1nd sealed; ' • ' 000000 ••••• 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 000000 • • • • • 6. Supply and return registers, if installed at the time of the test, shall be fully open. • • • • 0000 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor co•mbustion• •• •••• air. • • R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infl]tfPtipgPate of na p1pfe tQan 0.3 gfgr.peG • square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), wjppjt%sj %d according to NFRC 400 or • • AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeleddby tke manufacturer. • Exception: Site -built windows, skylights and doors. • • • • • • l R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall "sea*d to Iin11t 0 leakage between • conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rale riot 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 (MandatoryNI 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 L/min) 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. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 19 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. 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 close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 600C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. RR403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minirmum efiisiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, foCthe ty @ of eq uipPntMtlnsta lied.' • • 0: • Equipment used to provide heating functions as part of a combination system shall satisfy all stated rt4uireftients fot tt p%ropriate watAr• heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. 000000 • • • • • • • • • R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water productior?grtTHd by the anntal solar e4w..; factor of the system. The solar energy factor of a system shall be determined from the Florida "&'IEVergy Cgift@r•Dlrgctory of • Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 980614'esl Methods forSalar Colleolorw,• • and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol.GdleGtprs in inst,3lled &plar water.;.. • heating systems should meet the following criteria: • • • • • • • • • • ; • • 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; 1.11" • • • • 2. Be installed at an orientation within 45 degrees of true south. • • . • 000000 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the C-quigetWnts of;: 00 ;....; Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved I'htaansbf ventil9Rdh, : • • Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. • • 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. 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 n 0 a M FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) XR403.6.1.1 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: 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. 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. 11 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 R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment aw5.• 2. A variable capacity system sized for optimum performance during base load periods is stilizeds • 0000 • • • • • • • R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shad comply with SeclionsC403 • • and C404 of the Commercial Provisions in lieu of Section R403. • • • • • 0 • •' • • • • • • • 0000•• • • • R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy wSuke to the buijdirtg.shall ; • • • •; include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, 9ryi q ,&ecipitatlbp j5,fpIling • • • • • and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. • • 00.00•0 ••• 0000• R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools ami ingiound • • • • • • spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. Thq,%V"jequirementsfor . • portable spas shall be in accordance with ANSI/APSP-14 • • • • 0000•• 0000•• R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -o: swijph jhat is Mounted outside ; • • the heater to allow shutting off the heater without adjusting the thermostat setting. • • • 000 • • • 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. y8( 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. i 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. 19 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. 5/31/2017 9:38 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 17-0407 CRISTINA BUTLER Builder Name: Street: 10007 NE 4th AVE Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: 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 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 Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in fX substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. 0000 Windows, skylights and doors The space between window/doorjambs and framing and skylthts•artd framing shall be sealed. • • Rim joists Rim joists are insulated and include an air barrier. •. •: • • . X . Floors (including above -garage Insulation shall be installed to maintain permanent contact with UTINWide of."". and cantilevered floors) subfloor decking. 0000 ' •" The air barrier shall be installed at any exposed edge of insulltf** •; • ; Crawl space walls Where provided in lieu of floor insulation, insulation shall be pQt;rtiwwtly sees attached to the crawlspace walls. ; ' ; XExposedearthinunventedcrawlspacesshallbecoveredwithaClassI ;"•• 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 Y spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. x 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 Basketed doors 5/31/2017 9:38 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 1 of 6 PROJECT Title: 17-0407 CRISTINA BUTLER Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 5 Lot # Owner: Conditioned Area: 3100 sq.ft. Block/SubDivision: of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 10007 NE 4th AVE Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: No City, State, Zip: MIAMI SHORES, Family Type: Single-family Whole House Fan: No FL , 33138 New/Existing: Addition Terrain: Suburban Year Construct: 2017 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 Test File 0 e0.1165 Natural Gas Therm Florida Average 40 • 1.801 see:* Fuel Oil Gallon EnergyGauge Default 0... : see 1.1 Propane Gallon EnergyGauge Default 1.401 SURROUNDINGS Shade Trees Ad'acent Buildings Ornt Type Height Width Distance Exist Height •: Width :•; Distance • N None Oft Oft Oft 0#t•••• Oft • Oft •• NE None Oft Oft Oft aft • : aft • aft••:• E None Oft Oft Oft oft • aft SE None Oft Oft Oft aft.• ; pg. • dti!i•••i 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 1570 20410 2 Block2 1530 12240 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 ZONE1 1570 20410 Yes 4 Yes Yes Yes 2 ZONE2 1530 12240 No 4 3 Yes Yes Yes 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 1 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 2 of 6 FLOORS Total Exposed Area = 1570 sq.ft.) Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation ZONE1 180 ft 1 1570 ft' ---- 0.2 0 0.8 2 Floor Over Other Space ZONE2 1170 ft' 1 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Concrete 1535 ft' 64 ft' Medium 0.75 Yes 0.9 Yes 30 4.8 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1530 ft2 N N CEILING Total Exposed Area= 3100 sq.ft.) Ceiling Type Space R -Value Ins. Type Area Framing Fraction Truss Type 1 Under Attic () ZONE1 0 Batt 1570 ft2 0.11 Metal 2 Under Attic () ZONE1 0 Batt 1530 ft2 0.11 •. • • Metal WALLS Total txposed•Area = 4787 sq.4.1 Wall orientation below is as entered. Actual orientation is modified bX rotate angle shown in "PWjPGi aetion a&q,* • " Adjacent Space Cavity Width Height • oStieething Framing Solar • Below • Ornt To Wall Type R -Value Ft In Ft In Area alue Fra i Absor. 3db"/4 1 N Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft' • • • • .0 •& • • • " 0.5 . • •.a 2 S Exterior Concrete Block - Int Insul ZONE1 5 32.4 13 0 421.2 ft2' •;''b,' • 0.5 ' • • •U 3 E Exterior Concrete Block - Int Insul ZONE1 5 62 7 13 0 806.0 ft2 " 0 0 " " 0.5 " • A 00.00• • " 4 W Exterior Concrete Block - Int Insul ZONE1 5 62 13 0 806.0 ft2 " 0; •0 • 0.5 0 • 6A 5 N Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 ft2* b •0 0 0.5 • 0 • 000000 6 S Exterior Concrete Block - Int Insul ZONE2 5 27.7 13 0 360.1 W " Cr "d • • ; 0.5 ' 0 • 7 E Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft2 0 0 0.5 0 8 W Exterior Concrete Block - Int Insul ZONE2 5 62 13 0 806.0 ft' 0 0 0.5 0 Total Exposed Gross Wall Area: 4787 sq. ft. Total Window Area: 716 sq. ft. Total Door Area: 34 sq. ft. Net Wall Area: 4037 sq. ft. DOORS Total Exposed Area = 34 sq.ft.) Width Height Ornt Adjacent to Door Type Space Storms U -Value Ft In Ft In Area 1 S Exterior Wood ZONE1 Wood 29 4.2 8 33.6 ft2 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 2 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 3 of 6 WINDOWS Total Exposed Area = 716 sq.ft.) Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Metal Single (Clear) Yes 0.65 0.29 Y 26.0 ft' 2 ft 0 in 1 ft 0 in None None 2 N 1 Metal Single (Clear) Yes 0.65 0.29 Y 13.3 ft' 2 ft 0 in 1 ft 0 in None None 3 S 2 Metal Single (Clear) Yes 0.65 0.29 Y 73.1 ft' 2 ft 0 in 1 ft 0 in None None 4 S 2 Metal Single (Clear) Yes 0.65 0.29 Y 13.3 ft' 2 ft 0 in 1 ft 0 in None None 5 E 3 Metal Single (Clear) Yes 0.65 0.29 Y 31.9 ft' 2 ft 0 in 1 ft 0 in None None 6 E 3 Metal Single (Clear) Yes 0.65 0.29 Y 187.0 ft' 2 ft 0 in 1 ft 0 in None None 7 W 4 Metal Single (Clear) Yes 0.65 0.29 Y 129.6 ft' 2 ft 0 in 1 ft 0 in None None 8 N 5 Metal Single (Clear) Yes 0.65 0.29 Y 24.1 ft' 2 ft 0 in 1 ft 0 in None None 9 S 6 Metal Single (Clear) Yes 0.65 0.29 Y 21.7 ft' 2 ft 0 in 1 ft 0 in None None 10 E 7 Metal Single (Clear) Yes 0.65 0.29 Y 126.8 ft' 2 ft 0 in 1 ft 0 in None None 11 W 8 Metal Single (Clear) Yes 0.65 0.29 Y 69.0 ft' 2 ft 0 in 1 ft 0 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Proposed ACH(50) 000201 1632.5 89.62 168.55 1705 3 All MASS Mass Type Area Thickness Furniture Fraction • *-Space No Added Mass Oft' Oft 0.3•• ZONE1••00 ;•••• No Added Mass 0 ft' 0 ft 0.3 000 ZONE2.. •. .... 4, HEATING SYSTEM 90:00: .• V: • System Type Subtype Efficiency Capacity GeoArM CR*tPump------ -'- Ducts Blo% Entry Power OVolt. Ntl% % 0090** 1 Electric Strip Heat None COP:1 16.4 kBtu/hr' Q' 0 •.4 .sys#1 • •T' : 2 Electric Strip Heat None COPA 16.4 kBtu/hr 0 0 0 •isys#2 2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit Split SEER:21.05 35 kBtu/hr 1105 cfm 0.77 sys#1 1 2 Central Unit Split SEER:21.05 35 kBtu/hr 1105 cfm 0.77 s s#2 2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Fixture Flow Pipe Ins. Pipe length 1 Propane Tankless Exterior 0.82 1 gal 60 gal 120 deg Standard None 103.78544026261 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 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 3 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 4 of 6 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 Attic 6 360 ft2 Attic 6 90 ft2 Default Leakage ZONE1 Default) (Default) 1 1 2 Attic 6 300 ft2 Attic 6 60 ft2 Default Leakage ZONE2 Default) Default 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling[[X]] Jan X] Feb X]] Mar [ Apr X]] Ma X] Jun [X] Jul Au X] Se [[X]] Oct Nov X Dec Heatin[X] Jan Feb X] Mar [ Apr X] May Jun JUI AulJXJ Sep[X]OctNoXDecVentinXJan EX] X] Feb X Mar X A r X Ma EX] X] Jun [X] Jullxl Aug X] Se [[X]] Oct Nov X 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 7$ 0 0 • • 18 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 : V. 78'' 78 W' PM 78 78 78 78 78 78 78 78 *978 • 78 • • • 78 78 • Heating (WD) AM 66 66 66 66 66 68 68 68 "'V' 68" t8 t8"' PM 68 68 68 68 68 68 68 68 .. •GGf} 9 68 . 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 ." 6$""B8 68 ' PM 68 68 68 68 68 68 68 f3t;• 68 . G8,**** 68 6 66 • . 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 4 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 5 of 6 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: 105 kWh/Yr Peak Value: 25 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: 891 kWh/Yr Peak Value: 200 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: 3173 kWh/Yr Peak Value: 1036 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: 0 kWh/Yr Peak Value: 0 Watts Pool Pump AM 0 0 0 0 0 0 0 0 p. 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 9.• • • Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.288- 0. 2N000 229 • • 0!171 0.114 Annual Use: 447 kWh/Yr Peak Value: 165 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 Qg' 0.8 .' Q.8 I::. Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 P.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 0.11 0. 1 0.1 Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 a1: 0.4.. G.1 M106: Annual Use: 0 kWh/Yr Peak Value: 0 Watts CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 Cl. washe Default New GND FLO 2.874 HERS2011 328 CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New GND FLO Electricity DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Default New GND FLO 12 2004 or N HERS2011 372 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 5 of 6 Building Input Summary Report 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 6 of 6 MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS2011 1 APPLIANCES & LIGHTING SCHEDULES Appliance Schedule: HERS2014 Hours Schedule Type 1 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% PM 0.27 0.27 0.27 0.27 0.33 0.61 1 1 0.93 0.93 0.93 0.93 refrig peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 Released: 100% PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash peak: 0 W 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: 0 W 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: 0 W 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: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 • • 043 0.4 Released: 80% PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 O.JBB 0.2291 • • 0.171 4"4- • TVs peak: 226 W AM 0.1 0.05 0.05 0.05 0.1 0.2 0.4 0.45 44 , 0.2 • ' 0.1 P.1.: • Released: 100% PM 0.05 0.05 0.15 0.45 0.85 1 0.95 0.8 Yi 0.25 0.15 0.1 cFan peak: 0 W AM 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.25 U23, 0.V 0 0 %25 0.25 ' Released: 100 % PM 0.25 0.25 0.25 0.25 0.25 0.25 0.55 0.6 OM 0.6""0.6 flr'. Igts-in peak: 0 W AM 0.16 0.15 0.16 0.18 0.23 0.45 0.42 0.26 19' 0.1..' Q12 411.. Released: 100% PM 0.16 0.17 0.25 0.27 0.34 0.55 0.6 0.88 j„ 0.88 , 0.51 0.283' Igts-out peak: 0 W AM 1 1 1 1 1 0.75 0.75 0 0' 0:...:.0 d"' Released: 0% PM 0 0 0 0 0 0 0 0.5 04. 0.t 0.75 1,,; Igts-gar peak: 0 W 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: 0 W 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 5/31/2017 9:38 AM EnergyGauge® / USRCSB v5.1 Page 6 of 6 Air System Sizing Summary for AC#1 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017, Prepared by: ARPE Engineering, Inc. 09:32AM' Air System Information Air System Name:..........---------------------------------------AC#1 Air System Type:..__ .......................__ -.-_..Single Zone CAV Sizing Calculation Information Calculation Months -----------------------------------------------Aug to Aug Central Cooling Coil Sizing Data Total coil load:.......... ---------------- --------------------------------------- 2.6 Tons Total coil load: ........... ----------------------------------------------------------- 31.3 MBH Sensible coil load-------------------------------------------------------------- 26.8 MBH Coilairflow: .............. ...........-- ------------------------------------------------------- Bypass Factor--------------------------------------------- CFM Sensible heat ratio: ----------------------------------------0.857 47 % Design supply temp:.- - ... Area per unit load: --------------------------------------------- 602.2 sgft/Ton Load per unit area: -------------------------------------------19.9 s BTU/(hr-sqft) Central Heating Coil Sizing Data 26.8 1105 Max coil load: .......................................................... 17.5 MBH Coil airflow-------------------------------------------------------------------------- 1105 CFM Load per unit area: ----------- 11.1 BTU/(hr-sgft) Supply Fan Sizing Data Actual max airflow: ..................................... ---_------------------- 1105 CFM Standard airflow-----------------------------------------------------------------1104 CFM Actual max airflow per unit area---------------- ---------------------0.70 CFM/sqft Outdoor Ventilation Air Data Design airflow---------------------------------------------- ------------------------------0 CFM Airflow per unit floor area: -------------------------------------------------- 0.00 CFM/sqft Space Sizing Data Number of zones:..._ .............._.. ...-_..._....-_._......_.... -- .1 Floor Area: -------------------------------------------------------------------------- 1570.0 sqft Location: ------....Miami Shores, Florida Calculation method: --------------- Transfer Function Method Load occurs at: - -----------------------------------------------------Aug 1500 OA DB / WB:_--------------------------------------------------------------- 1.0177.0 F Entering DB / WB: ------------------------------------------------ 75.4161.9 F Leaving DB / WB:------------------------------------------------- 53.0/51.7 F Coil ADP---------------------------------- 50.5 F Bypass Factor--------------------------------------------- 0.100 ResultingRH:-------------------------------------- 47 % Design supply temp:.- - ... 52.5 F Load occurs at--------------------------------------------------------------- Des Htg Ent DB / Lvg DB----------------------- _.--------......69.9184.6 F Fan motor BHP:.... ------------------------------0.16 BHP Fan motor kW:. -- -- ..... --- . _................._.._......... --0.12 kW Fan static---------------- 9,599 in wg 0000 9.00.0 Airflow per person: ...........................-'.............. ..o*0p'rFM/person * 9 0000•• •• • 0000.• 0000.• . • • 0000 Space Name Maximum Cooling Design Airflow Time of Peak Load Maximum Heating Load Space Floor Sgqace lpfaw'ft Sensible CFM MBH Are MBH s 0000• 1ST FLOOR 26.8 1105 Aug 1600 17.4 1570. 70 0000 0000•• 0000 0000• 0000• 0000.. 0000•• 0000.. 0000•. Block Load 4.15 Page 1 of 1 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/2017 Prepared by: ARPE Engineering, Inc. 02:29PIV General Details: Air System Name: ........................... AC#1 Air System Type -----------------------------------------Single Zone CAV Number of zones:.. ------------- 1 System Startup: .................... Duration of Operation: --------------------------------------------------------- 24 Central Cooling Coil Data: Used?:-----------------------------------------------------------------------------------YES Supply Air Temperature: 1105.0 F Coil Bypass Factor:- . ................. - 0.100 Central Heating Coil Data: Used?: .......................... .-------_.......------ YES Supply Temperature: ---------------------------------------------------- 110.0 F Supply Fan Data: Configuration:....__...................--............._...._.......... Draw-thru Fan Performance:.._ .........................._.................. 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: ----------------- ---------- ................... Ducted Return Zones Included: Zone Names 1 ST FLOOR Thermostats Data: 0000 0000.• Cooling T -stat: Occ:............................................................. 75.0 F Cooling T -stat: Unocc---------------------------------------------------------- 85.0 F Heating T -stat: Occ:............................................................. 70.0 F Heating T -stat: Unocc:-------------------------- 60.0 F 0000 0000 Safety Factors:"" Cooling Sensible Safety Factor: ..........................................._0 0::::o 00 • • Cooling Latent Safety Factor --------------------------------------------------0 000000 0000:* Heating Safety Factor: 0 000000 0 0000•• 0 0000• 0 0000•• Block Load 4.15 Page 1 of 1 Air System Sizing Summary for AC#2 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017 Prepared by: ARPE Engineering, Inc. 09:33AM Air System Information Air System Name:--------- -- ....... ............. ............AC#2 Air System Type: --------------- .......... ..............Single Zone CAV Sizing Calculation Information Calculation Months: ........................ ____ ............. Aug to Aug Central Cooling Coil Sizing Data 1105 CFM Total coil load: ........................................ ---------------------------------- 2.6 Tons Total coil load: .............................. _----------------- 31.7 MBH Sensible coil load----------------------------------------------------------------- 27.3 MBH Coil airflow: _ ----- 1105 CFM Sensible heat ratio:....-._ .... ................... _--_-.-.-_.--_._.----_.0.859 0.00 CFM/sqft Area per unit load-------------------------------------------------------------- 578.5 sgft/Ton Load per unit area:... _0_ .............._._..........__........__....20.7 Fan motor kW------------------------------------ BTU/(hr-sqft) Central Heating Coil Sizing Data Max coil load--- --------------------------------------- 10.5 MBH Coil airflow: - ---------------------.__....--..............................1105 CFM Load per unit area:.......------ ......................... ............. ............. 6.9 BTU/(hr-sqft) Supply Fan Sizing Data Actual max airflow: -------------------------------------------------------------- 1105 CFM Standard airflow: ------------------------------------------------------------------ 1104 CFM Actual max airflow per unit area: -------------------- 0.72 CFM/sqft Outdoor Ventilation Air Data Bypass Factor: ---------------------------_....._.__.._ 0.100 Design airflow: ............................---._........ -- 0 CFM Airflow per unit floor area: --------------------- 0.00 CFM/sqft Space Sizing Data 69.8178.7 F Fan motor BHP-------------------------------------------------------------- Number of zones: ------------------------------------------------------------------------ 1 Floor Area: __.------------------------------------------------------------------- 1530.0 sqft Location: ----------- ._....------------------------- Miami Shores, Florida Calculation method: Transfer Function Method Load occurs at: - --------__---------------------------------------Aug 1600 OA DB / WB: --........._------------------------------------------. 90.7176.9 F Entering DB / WB---- ----------------------------------------- 75.3161.6 F Leaving DB / WB: _---- ...-.-------------------------------------------- 52.4151.2 F Coil ADP----------------------------------------------------------------------- 49.9 F Bypass Factor: ---------------------------_....._.__.._ 0.100 ResultingRH:..---------------------------------------------------- 46 % Design supply temp------------------------------------------------------------ 52.8 F Load occurs at: -------------------------------------------------------- Des Htg Ent DB / Lvg DB: ----. 69.8178.7 F Fan motor BHP-------------------------------------------------------------- 0.16 BHP Fan motor kW------------------------------------ 0.12 kW Fanstatic: -------------------------------------------------------------------------------- q.gQ •in wg sqft Airflow per person:-------------------------------- 0 -------------- .6.04 •CFM/person 0000.• 1105 0000•• • • • Space Name Maximum Design Time of Peak Maximum Space Sppace CFMlzgftCoolingAirflowLoadHeatingLoadFloor Sensible CFM MBH Area MBH sqft 0000• 2ND FLOOR 26.5 1105 Aug 1500 11.1 1530.0 72 0000 0000 0000.• 0090• 00.00 0000• 0000•. 0000•• 0000•• I Block Load 4.15 Page 1 of 1 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/201i Prepared by: ARPE Engineering, Inc. 02:32PN General Details: Air System Name: -------------------------------------------------------------- AC#2 Air System Type: ......... Single Zone CAV Number of zones: ------------------------------------------------------------------------ 1 SystemStartup:............. ----------------------------------------- 6 Duration of Operation :.................. 24 Central Cooling Coil Data: Used?: -------------------------------------------------------------------------------------- YES Supply Air Temperature: ------------------------------------------------ 1105.0 F Coil Bypass Factor: --- ........ -----------------------------------------0.100 Central Heating Coil Data: Used?:------------------------------------------------------------------ YES Supply Temperature: --------------------------------------------------------- 110.0 F Supply Fan Data: Configuration: --------------- --------------- ..----------------------- Draw-thru Fan Performance:._----------------------------------------- 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via ---------------------------------------------------Ducted Return Zones Included: Zone Names 2ND FLOOR Thermostats Data: Cooling T -stat: Occ------------------------------------- 75.0 F Cooling T -stat: Unocc----------------------- 85.0 F a • • Heating T -stat: Occ:............ 70.0 F Heating T -stat: Unocc:__..._----------------- F60.0 Safety Factors: 0000 Cooling Sensible Safety Factor: -------- 0 009 Cooling Latent Safety Factor: ---.....---------------------------------...-..0 Pee** Heating Safety Factor: ..................... 0 Block Load 4.15 Page 1 of 1 Air System Sizing Summary for AC#3 Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/31/2017 Prepared by: ARPE Engineering, Inc. 09:35AM Air System Information Air System Name:---------------------------- --------------------------------- AC#3 Air System Type -----------------------------------------Single Zone CAV Sizing Calculation Information Calculation Months ------------------------------ ----------------Aug to Aug Central Cooling Coil Sizing Data Aug 1400 Design Airflow Total coil load:---------------------------------------------------------------------..0.7 2.9 Tons Total coil load: ------------------------------------------------------- 8.3 MBH Sensible coil load: ------------------------------------------------------------------- 7.5 MBH Coil airflow:.. --- --------------------------------------370 CFM Sensible heat ratio: ------------------- --------------------------------------- 0.899 CFM Area per unit load: --------------------- ....-----.------------------------------- 280.5 sqf JTon Load per unit area: --------------------------------------------------------------- 42.8 BTU/(hr-sgft) Central Heating Coil Sizing Data Aug 1400 Design Airflow Max coil load: ---------------------------------------------------------------------------- 2.9 MBH Coil airflow:._--------------- --------------------------------- 370 CFM Load per unit area:._ ..................._ -_--.------..-.._.._-------.........14.7 56.6/55.4 BTU/(hr-sgft) Supply Fan Sizing Data F Actual max airflow- ------------------ ------------------------------------370 0.100 CFM Standard airflow: --------------------------------------------------------------------- 370 CFM Actual max airflow per unit area: ----------- 1.90 CFM/sqft Outdoor Ventilation Air Data Des Htg 195.0 Design airflow:....__ ---------------------------.......----------------------------0 70.1/77.3 CFM Airflow per unit floor area: -------------------------------------------------- 0.00 CFM/sgft Space Sizing Data 0.04 kW Number of zones: ............ ._.....__.. ........-----------------------1 Floor Area:.... ---------------------195.0 sqft Location: .-.._--------------------------------------- Miami Shores, Florida Calculation method: --------------- Transfer Function Method Load occurs at: ------__------------------------------------------------ Aug 1400 Design Airflow OA DB / WB:__.-....------------------------------------------------------ 0.7/76.9 F Entering DB / WB---------------------------------- 75.4/63.1 F Leaving DB / WB: --------------- -- 56.6/55.4 F CoilADP:-------------------------------------------------------------------------------54.5 F BypassFactor: --------------------------------------------------------------------- 0.100 ResultingRH------------------------------------------------------------------------------ 51 Design supply temp: 56.4 F Load occurs at: --------------------------------------------------- Des Htg 195.0 Ent DB / Lvg DB---------------------------------------------- 70.1/77.3 F Fan motor BHP--------------------------------------------------------._..... 0.05 BHP Fan motor kW: ------------------------------------------------------------------------ 0.04 kW Fan static--------------------------------------------- 9.a. in wg s• 0000•• Airflow per person:--------------------------------------------- b f o AFM/person 0. 0 Space Name Maximum Cooling Design Airflow Time of Peak Load Maximum Heating Load Space Floor d.FM/•rgft Sensible CFM MBH Area MBH s ft GUEST HOUSE 7.4 370 Aug 1500 2.9 195.0 90 9• 0.0• 0.090 0000•• 0000.• 0000• Block Load 4.15 Page 1 of 1 System Input Data Project Name: 17-0407 CRISTINA BUTLER RESIDENCE 05/30/2017 Prepared by: ARPE Engineering, Inc. 06:07PM General Details: Air System Name: -------------------------------------------------------------- AC#3 Air System Type: --------------------------- ............ Single Zone CAV Number of zones:-------------------------....-----------------------------------1 SystemStartup------------------------------------------------------------..-----------..6 Duration of Operation:------------------- . 4 Central Cooling Coil Data: Used?- ................... -------------------------------------- YES Supply Air Temperature: ..--_---.------------------------------------------- 6.0 F Coil Bypass Factor: --------------------------------------------------------- 0.100 Central Heating Coil Data: Used?:.................................... - -------------------------------------- YES Supply Temperature ---------------------------- 110.0 F Supply Fan Data: Configuration: .............. ---------------------------------------------- Draw-thru Fan Performance: 0.50 in wg Ceiling Return Air Plenum Data: Return Air Via: ----------------- ................................ Ducted Return Zones Included: Zone Names GUEST HOUSE 6666 Thermostats Data: 6666 6666•• Cooling T -stat: Occ-.......................................................... 75.0 F 0 • 6666 6 Cooling T -stat: Unocc:.................................------------------------5.0 F 6.0 • • 0066:* Heating T -stat: Occ: ---- 70.0 F Heating T -stat: Unocc:-------- .-------------------------------- 60.0 F 6666 6666 Safety Factors: Cooling Sensible Safety Factor: 0 Cooling Latent Safety Factor: ....................._--._---...._._-..------.0 Heating Safety Factor---------------------------------------------------------------- 0 sees 0 6000•• 66 0 006 Block Load 4.15 Page 1 of 1 BOARD AND CODE ADa1rNiSiRA770N Dl)7SION ? (786) 715.2590 F (78N 715-2599 NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doom, lac. 10100 N. W. 25a 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 (AW). 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 assuauce purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within theirjurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Mamie— Outswtmg glazed Doors wMo SideW. - Impact APPROVAL. DOCUMENT: !hawing No.W9841 Rev N, titled `Series 450 Outswing !Mors & Sidelitcs", sheets 1, 1. 1, 1.2,1.3,1.4,2,11,2_1 23, 3, 3.1, 4, 5, 6, 7, 7.1 and 71 of 7, prepared by AI-Farooq Corporation, dated 10.27-97 and last revised on 03-22-16, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiation date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: large and $mail Missile Ienpaet limitation: 1. See Design Pressure ratings in sheets 1.1, 5, 6, 7 and 7.1 for unit sines Vs lack options, mullion type, door/ sidelite, glass / sill types and anchors. fewer Design Pressure shall control. The XX door in sheet IJ is a standalone unit. 2. For mulled units lower Design pressure of doors or mullion shall control for entire assembly. 3. Sills (threshold) types SS -i & SS -2 are not rated for water infiltration. See thresholds (sills) and glass type A I (True muntin) limitations notes, in sheet 6. Lock L D or BOE• is limited to max 38-9/16 W x 94-7/8 If doe. 4. See Partial 7/16" & I" Composite panels in sheet 6. Narrow stile sidelites are limited to 18" or less. 5. The frame are of ahemam size must mot exceed 125 W. nor panel tested am and max. Panel height. LABELING: Each unit shall bear a pemmnenl label with the manufacturers name or logo, city, stale and series and following statement: "Miami -Dade County product Control Approved", noted herein. RENEWAL. of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misusc of this NOA as an endoesement of any product, for salmi advertising or my other purposes shall automatically terminate this NOA. Failure to mnply 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 he provided to the user by the manufactucr m its distributors and shall be available for inspection at the job site at the request of the Building Offmial. This NOA revises & renews 1114-1103.08 consists of this page I and evidence pages E- I& &2, as well as approval document mentioned above. The subnilnd documentation was reviewed by Ishaq 1. Chanda, P.E. n•a1noADFCoIBrn NOA Na 16-0329.04 Espinliun Date: November 09, 2021 M1,\` Approval Rate: June 30, 2016 Page I 4141•• 4141•• 4141•••• 410 6 6.6• 0.000• 4141 • 41609•6 69 66.69• 66 00.41 6 • 641.6 6• 4141••• 400.00• 4141• 6.6• 4141 4141 4141 • 66•••• 6.6.6 666•• 6••41.6 4166.6 000 A. DRAWINGS I. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No.W9&0I Rev M, titled "Series 4500utswing Doors &Sidelites", sheets 1, 1. 1, 1.2, 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, prepamd by AI-Farooq Corporation, datod 10.27-97 and last mvised on 03-22-16, signed and scaled by Javad Ahmad, P.E. B. TES7'S(Submitted under files #I4 -1103.08/X12 -0706.03/#11-1025.02/X09-0723.04) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Prccwre loading per FBC, TAS 203-94 6) Forced Entry Tes4 per FRC 24113.2. 1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum In swing / Outswing door w/wo sidelites, by I lurricane Testing laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 1128/2011 and HT'L-0080-090241, signed and sealed by V inu J. Abraham. P.E. Note: Ibis test report has been revised by addendum letters, issued by Architectural Testing Former Hurricane Testing lab), dated 0120/12 and 04/03/12, both signed and scaled by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Amli tectuml Testing, Tcst Report No(s) B-5234.02450.18 dated 12/192011, 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 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 Isntry Test, per FBC 2411 3.2.1, TAS 202-94. Along with manufacturers parts and section drawing marked -up drawings of aluminum out/in swing door w/sidelites, by Ilurricane Testing Laboratory, Inc., Test Report No. 11TIr97055 0080-912-97) dated 09/23/97 thru 02!27/98 for specimen # I, 2, 3, 4 tested per PA202-94, specimen #4, SA, 5B, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing labomtory, Inc., Test Report No. HTL 01071 0080-0402-02) dated 04/012002 tested per PA201-94 & PA203-94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests conducted per SHIC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203.94. q 1. cbaaaa, P.e Prodwi control Examiner NOA No 164329.04 Eapimlion (late: Norenber 09.2021 Approval Date: J-30,2016 E-1 0000 0000 0000•• 0000 • 00.00 • • • 0000 0000 0000• 0000•• • ••• 0000• 000•• 0000•• • • 0000•• 0000•• 0000•• B. TESTS (continue): 3. Reference Certified Testing Laboratories tut report # CTLA 3056WA, issued to CGI Windows & Doors Inc. pert TAS 201, 202 and 203-94 for specimen #1 thr i #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 (Submitted under files #14-1103.08) 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5" Edition), prepared by At FaroN Corporation, dated 10/27/14 and last revised on AUG 27, 2015, signed and sealed by Javad Ahmad, P.E. 2. Additional intermediate horizontal mull calculations, prepared by AI FaroN Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E.(Submitted under file # i 1- 1025.03) 3. Glazing complies w/ ASTME-1 300-02,-04 & -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 Gummy America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the `Sentry Class ® 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 "Salle: CP - Saflex and Saflex IIP Composite Glass Interlayers w/ PFT Core", expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) Former Solutia, Inc.) for the "Saflex Clear and Color Glass Interlaym", expiring on 05/21/21. F. STATEMENTS (Submitted under files #14-1103.08) 1. Statement letter of conformance to FBC 2014(5" Edition) and letter of no financial interest, prepared by At Farooy Corporation, dated 09/30/14, signed and sealed by Javad Ahmad, N.E. 2. Lab compliance and addendum letters, as part of the above referenced lest reports. G. OTHER I. This NOA revius & renews #14-1163.08, expiring on November 09, 2021. 2. Hardware cut shceLs verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Tut proposal dated 122116/14 approved by RER and'I'ut proposal # 10-0940, dated 11 /17/10 approved by RNC. Isha L Ch -da, P.E. Ptndoet cool Erionoi- NOA No 16-0329.01 Expiration Date: November 09, 2021 Approval[Mt : June30,2016 E-2 6 7/8' 1 1 6 7/8- fl- zI w OUTS`MNG0 I4 LH CONPIGt I _ RH SIMILAR 0 CUTSAING 5,1 552 SADGI.F SII L NOTE LEGEND GRESS fROLIREMENIS 10 RE RENEWED _ BY FARIDING OFFICIAL WID7N q ACiiNT: M W% FHPML WiOTll a l/2' A f LEGEND o I ,` 1 i INAC RVE RAIAE MD H WID7N 3 ACiiNT: ox -o LEGEND o HI . DPG1GNT RAIAE MD H oxxc MLI.7IFYE SIOELITES W,/ Ii00Rs t 3 3 IM W% FHPML WiOTll MTHIN ik. 5111 FI LE AREA ARE AVAIL ARLE SESHF ECT 6) SI SS2 5,11 55P 1- a 5EA— 94 >/B• 102-3/a• uA% FRAM! A— 17J SO. FT. TCSTFO 100>/R' P> B" IINx110 PCR FBC ,'011 ._ _ FRAME AREA 99-:1/N' ox -o HLICHTS FOR STD THRESHOLD DWG. NO.: W98-01 x ooi i lu owAM . x a N N ,d1 An mr'x? LEGEND HCILHI f41GNT HI . DPG1GNT RAIAE MD H ITEM DESCRIPTION see sheet 2 of 7) 5EA— 94 >/B• 102-3/a• el-/e• 100>/R' P> B" 1t -ala• ill-J/P' 99-:1/N' 120-3/a• t R //B' 105-]/B' HLICHTS FOR STD THRESHOLD DWG. NO.: W98-01 x ooi i lu owAM . x a N N ,d1 An mr'x? FRAUD 111,611PANEL !EIGHT h 1-1/8• (S1U. 7hRESFpLD FRAME H11GHT - PANEL HEIGHT 4 1-S/8• (pOA THRESHU 0) fRANE 'MEN = PANEL WIDTH t 2.8125. i% RODL'Cf11P.VK/-0 nvt M'L.fu uN Hi.xee. AM jocte NA/( -0324-G4 S-0 S E xAxxxMe DalF_Ne_e1yb21 IL4.t lc.wwt NS 1"00111 AS BEEN OFSY.NED AND TESTED TO CMPLY WITH THE RFW!REUENTS OF INE 2014 (514 EDITION) FLONIOA BUILD". CODE WCLUDWG HIG4 'VELOCfix HURRI[!WE TONE (-U) STEPS TO USF. _LHA 7"s 1. DETfRMINF WIND LOAD BASED ON '"SIONS OF 1011 FLORIDA BLDG. CODE 1. DLILRMINE WATER WFILfRATIDH REOU!REMCHIS BASLD ON PR'.MSIONS rl FBC. 3. SFIFCT A 0008 S—TU IE OHTSx AND hlr OF TNRFSHMO IRW 1NEE7 F ND LOCK DP1K)V5 FROM HEFT I.I. A CHFCxTHE ALLOWABLE C%TEPIOR AND INEEFIUR LOADS FROM APRROPRIATE CHARTS W SHEETS 11. 5 h S THE ALLOWABLE LOADS MUST MFFT OR j%iFFileE OESIGN LOADS NCW""C"S 5, S'I.FCT AND CHECK ANCHORS TO V%T LOAD. (Sk1•SNEETS J 6 7.!) R. FOR MU•LD SOELI• HEILR 10 .—ND *AS,*, ON SHEET 50 • • • • • J LGWER If 51CN FESS*bE FTDU LOCIS p1ARl, PANFI. FFRFMNANGL CHAR MULLION PWf*PNA)Y•CHAP.T AVD AN" 018.1 CHART$ AT MHIL'C• A.ND MTG. SF!E ENDS SIM4L CONTROL TI• LNHR*SnfUM • 8 MATEPU.I• •(•)M.• •R NOT LIMRFD•D•:TEEL/RTAL SGHEWS•7•L•!•N 0t0 CONTACT WTTH OWER DISSINILAR VATERTALS S ALL -LET THE REOUIRFMENTS OF TNF fLO IC+Ir iODF. • • • W IfT 1JDElyF.. : • 111E01 ,'• • • • • • • rt •: • • W t • • 7 IOIDD -1• • L •s •Lex Ikr'a'n !:U1' TE OF . ' •Aud $PNF9 46000sr&q DO— 6•'.•AtWo • g/ PITT • tLI—r•• — 10-20-97• heel 1 rJ 7 LEGEND 0 - OUTSWiNG DOOR DET, RAIAE MD H ITEM DESCRIPTION see sheet 2 of 7) FRAUD 111,611PANEL !EIGHT h 1-1/8• (S1U. 7hRESFpLD FRAME H11GHT - PANEL HEIGHT 4 1-S/8• (pOA THRESHU 0) fRANE 'MEN = PANEL WIDTH t 2.8125. i% RODL'Cf11P.VK/-0 nvt M'L.fu uN Hi.xee. AM jocte NA/( -0324-G4 S-0 S E xAxxxMe DalF_Ne_e1yb21 IL4.t lc.wwt NS 1"00111 AS BEEN OFSY.NED AND TESTED TO CMPLY WITH THE RFW!REUENTS OF INE 2014 (514 EDITION) FLONIOA BUILD". CODE WCLUDWG HIG4 'VELOCfix HURRI[!WE TONE (-U) STEPS TO USF. _LHA 7"s 1. DETfRMINF WIND LOAD BASED ON '"SIONS OF 1011 FLORIDA BLDG. CODE 1. DLILRMINE WATER WFILfRATIDH REOU!REMCHIS BASLD ON PR'.MSIONS rl FBC. 3. SFIFCT A 0008 S—TU IE OHTSx AND hlr OF TNRFSHMO IRW 1NEE7 F ND LOCK DP1K)V5 FROM HEFT I.I. A CHFCxTHE ALLOWABLE C%TEPIOR AND INEEFIUR LOADS FROM APRROPRIATE CHARTS W SHEETS 11. 5 h S THE ALLOWABLE LOADS MUST MFFT OR j%iFFileE OESIGN LOADS NCW""C"S 5, S'I.FCT AND CHECK ANCHORS TO V%T LOAD. (Sk1•SNEETS J 6 7.!) R. FOR MU•LD SOELI• HEILR 10 .—ND *AS,*, ON SHEET 50 • • • • • J LGWER If 51CN FESS*bE FTDU LOCIS p1ARl, PANFI. FFRFMNANGL CHAR MULLION PWf*PNA)Y•CHAP.T AVD AN" 018.1 CHART$ AT MHIL'C• A.ND MTG. SF!E ENDS SIM4L CONTROL TI• LNHR*SnfUM • 8 MATEPU.I• •(•)M.• •R NOT LIMRFD•D•:TEEL/RTAL SGHEWS•7•L•!•N 0t0 CONTACT WTTH OWER DISSINILAR VATERTALS S ALL -LET THE REOUIRFMENTS OF TNF fLO IC+Ir iODF. • • • W IfT 1JDElyF.. : • 111E01 ,'• • • • • • • rt •: • • W t • • 7 IOIDD -1• • L •s •Lex Ikr'a'n !:U1' TE OF . ' •Aud $PNF9 46000sr&q DO— 6•'.•AtWo • g/ PITT • tLI—r•• — 10-20-97• heel 1 rJ 7 LACK OPTIONS AND CAPACITY I .R0011C /'Riyli[p JOA IOM I JOB I IOC & IOCC IOD k 108 1 10 P FRAME HEIGHT FJ^.(+) WT.(-) Ext.(I,) PIT.(-) EXT.(+) INT.(-) EMT.(+) INT.(-) EXT.(I) INT.(-) CIR.(+) M.(-) 84-3/4' 90.0 900 1000 1100 IM.0 110.0 SO 65.0 80.0 80.0 100.0 110.0 96-3/- 00.0 90.0 100.0 110.0 Iwo 110.0 o 65.0 65.0 10.0 70.0 0108-3/4" 1M 1100 IOG.O1100120-3/4 70O70.0 700 10.0 700 I - - 70.0 1 W COPPER CREEK W/ CGI 3 POM IOM IJAI ORIN W/ CCI 3 POINI 100 REOFNT COMMERCIAL 3 PONT IOC BALDWIN SINGLE POINT LOCK IOCC COPPER CREEK SY..4F POINT LOCK ICD . OOR-O-WTIC SERIES 1690 tOE . 3ACKSON SERIES 2085/2065 10' SURFACE MWNTEO LOCK MUNTIN I OR MORE/ LH CONFIGURATIONS SHOWN I .R0011C /'Riyli[p HAx, FRP.ME IEIGHT Na REDO H. s1UPiU 3ABOVE90-3/4• M• 4e Fb1 A RH SIMILAR (SEE SHEET I FOR SIZES) FIAJJE HECHI - PANEt HFIC0 F 1-1/fi' (STD. THRE-SAXD) FRAME NLKA . PANEL IJI"AI I 1b! 38-9/16" MAX. FPAME WIDTH la -t/2' MA mFRAMEWIOiH 3 POINT RUE HORIZONTAL. I • MUNTIN I OR MORE/ PER DOOR OR SIDEHTE PANEL) I I tOIOO nmlhW 1 75 L 1 mi9.n1, !WriE,l =;rj7• • • 4IJ-d14! 4" cries 4140etsAo9 b—, hE•dMA • • 10-10-s1 sheat I I _•7 o MT4 to m JJJ OR Q 12 0 NAL TRUE MUN [INS RFSIDENTIAL II.ARDWARE P DOOR OR SIDELTTE I LEGEND E - 0 - OUTSWNG DOOR DETAIL I 1 - ITEM DESCRIPTION ILJJI ( see sheet 2 of 7) COMMLRCIAL HARDWARE HINGL LOCATI- I .R0011C /'Riyli[p HAx, FRP.ME IEIGHT Na REDO H. s1UPiU 3ABOVE90-3/4• M• 4e Fb1 A UPI 120-3/a•$^ DEEPS VITA 3 HINGES LIMITF'O TU 100 PSF 5`AJ\ E STC£........ F ?^'% FIAJJE HECHI - PANEt HFIC0 F 1-1/fi' (STD. THRE-SAXD) FRAME NLKA . PANEL IJI"AI I 1b! 5/R' (ADA TITRLSHOLD) Fl+AME WIDIII PAJIL WhITV{ a (.8175' E -`\ 70592 HARDWARE DCSCRIPT!Opp o \ T 7 q A aF I .R0011C /'Riyli[p M• 4e Fb1 A AemNA.n n. 1G-o3"i.ey AQat{wy 'W4e1 CAyy I • DWG rJO.: W98—U 1 I I tOIOO nmlhW 1 75 L 1 mi9.n1, !WriE,l =;rj7• • • 4IJ-d14! 4" cries 4140etsAo9 b—, hE•dMA • • 10-10-s1 sheat I I _•7 OR OR t By 'FazimOn C6eml-I Co.' 090' terloYer p90" Int—yer OR SenlryClOa S<ntryGlas .090" In(erinyer By 'K-11ay Aneric0. Inca By 'Kurarq Americo. Inc.' B. .6t. PVS By Kv—y Ame/ce, Inc' BULBWNYL r3/I6' ANN. CLASS -3/16' HEAT STREN'D CUSS BULB VINYL 3/16' NEAT STRFN'0 GLASSCGI -382 BULB VINYL CGI -382 CCI -382 r N Su 'CONE CE -:200 SILICONL DOW 995 GE -1200 DOW 899 DOW 995 DOW 899 SJiSS_..LWE -W 7/16- OVERALL LAKI. GLASS I/8 3/16' OR I/.' TEMP. GLASS AIR SPADE 3/16' ANN. CUSS 075' Intvlger Sorel. CP we, PET CIA By 'Fne — C6emi—I Co.' OR09q' Imlrinyer BULB VINYL SennyGlOs CCI -382 BY 'Kurarq Amerca, Inc' ANN CLASS XL EDGE SPACER SF. STEEL BY 'CAipNALOR SILICONE DURASFAL BV 'WANE%' GE-12. OR OOw 995 SUPER SPAfCR By gUANEX' DOW 899 GI AGS _T.Y7 EE-_A1 1' OVERALL INSUL. WI. CIASS SILICONE GE -1200 Di.W 995 090 ALUMINUM SHEET 1/6' PLYWOOD 090 ALUMINUM SHEET imW GLAZING STOP OP110NS 6'9 A A ORO 065 m I rami .080 e SILICONEI IL TGE-1200 .778 -"-I .751 DOW 995 1 DOW 899 CG 50q -I_ 1DOW899I - S ASS, 11'?E .. 7 1 0`.1RAU PCOMPOSITE —S,-jL Jl 7/16' OVERALL UM. GI -ASS F/8-, 3/16' OR 1/4' TEMP. GLASS AIR SPACI 3/16' AVN. GLASS 090' IntersryerCIlOfMA COior By 'E Closs By 'Eastman CAemicol C. OR090" In(ereBULBVINYLPVRIBulociteCCI -382 By 'Kur9rcy Am<ncc. IM. BULBC 1 617 r GT2 tttJJJI 090 ALUMINUM SHELF I TS4 j 7.8 L 31-' PLYWOOD F. D90 NUMINUM SHEET r 7/16 hFAT STR:.ND GLASS G, -..o. ___ DD O SRANQSIDELITESCANSRANQSIDELITESCANBEGLAZEUSING SQUARE OR OGEE GLAZING BLADS/A PTERS XL IDKE SPACER \ ` 51. STEEL RY 'CARgNN' — OR SILICONEOL' STEEL Dv 'OUANEX' GE -1200 OR now935 SUPER SPACE BY 'OUAVEx UOW 839 GLASS rYPLar 1' OVERALL INSUL. LAM. GLASS Q1 AZ!NG QFIIlQN5 gg - b' L$o' a—PIP .Mel,, rmrw. SII (CONE 1,c- 1200DOW9-5 1 4 • IIS' DOW 899 1" OVE[t y, L-QIiPQ.51t, FAN[L Cl Ier• r 1• AG.110.*: NO.: w98-01 µ1:0.r..,.. o noose. 16F0100mot, adud S,6A,F e's Outsth9 Dori 3• eet 1 3" 3' 2a' MAe } I }• 1 S V3 j:T35-i/2" MAX PANEL WIDTH NOTE THIS UNIT IS STAND ALONE IINIT TO DE USED AS 'X' OR 'XX' (OULSWING) ID THE MAX WITII GLASS TYPE 'A' AND LOCKING MECHANISM '10AA' (BALD'WIN 8200 DEADBOLT W/ CGI AND 'S-0' THRESHOLD 50?. THIS UNIT CAN NOT BE USTO WITH SIDELIT OR MULLED, LARGE MISSILE IMPACT MAXIMUM UFSIGN IOAD PATINC - 3 1000 —1 1 CN S ZCS SIgWH AWJVE CK SWLLCR 1M11T ('pp[ ;IMII) — j 5_O PCI GLASS TVF'F 'A' LOCK OP NON IOM1CGI 3=M1i MCGINNrau W/ NN T -N 5 YIS Plop WX D 6 T LOADS SHOWN A130VE ARI (OR ELEVATICNS SIIOWN ON 1HIS SHEET ONLY D L.O. 1EJ I I I I1 I mI4 A L MAC11K nCnK S V3 j:T35-i/2" MAX PANEL WIDTH NOTE THIS UNIT IS STAND ALONE IINIT TO DE USED AS 'X' OR 'XX' (OULSWING) ID THE MAX WITII GLASS TYPE 'A' AND LOCKING MECHANISM '10AA' (BALD'WIN 8200 DEADBOLT W/ CGI AND 'S-0' THRESHOLD 50?. THIS UNIT CAN NOT BE USTO WITH SIDELIT OR MULLED, LARGE MISSILE IMPACT MAXIMUM UFSIGN IOAD PATINC - 3 1000 —1 1 CN S ZCS SIgWH AWJVE CK SWLLCR 1M11T ('pp[ ;IMII) — j 5_O PCI GLASS TVF'F 'A' LOCK OP NON IOM1CGI 3=M1i MCGINNrau W/ NN T -N 5 YIS Plop WX D 6 T LOADS SHOWN A130VE ARI (OR ELEVATICNS SIIOWN ON 1HIS SHEET ONLY DDT+R NOT HAIED iOP WAIER VIfIIIRATION RESISTANCE, OUALIEIE D WITH All. G[ASS TYPES SHOWN ON SHEL1 1 2 LOCK OFIIONS rIDDI AtaO [ODE ROVED MANIC HARDWARE FOR DOORS O-VATIC SERIES 1690 TOUCHQAR EXIT DEVICE SON SERIES 2085/2066 CONCEALED VERTICAL EXIT Dt V -CE PRODUC f REV"" w/4iq -ft N F6N yAeao R. / -a32 dV Mf ONe /I /M I yy qy. • • DWG. NO.: W98-( aduct S'6- We rMs•nq Doors ,A • 16_ 10-20-9 _she?( 71 ( I I LIVI ULJI,RIr- I MV 1 #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 2A 3/8-16 FULLY THREADED CONTINUOUS ROD 2U 3/8-16 HEX NUT 2C 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE SHEAR CUP (EXT. NO. 506) U DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL HOLES AT 6" FROM ENDS, 3 0 CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. F6 -1u #10 X 1" PH -PH -SS TEKS SCREW, d 3" & 7" FROM ENDS & 19-3/8" O.C. MAX. 14 X 3/4" HEX HEAD S/S TFKS SCREW AT 6" FROM ENDS & 24 3%16" O.C. MAX. BO .320 HIGH WOO[. PILE WITH CENTER FIN (ULIRAFAB # 3032) 9O .350 HIGH FOAM - TI IE WEATHERSEAL (AMESBURY # 32011) 10 ACTIVE PANEL LOCK OPTIONS (SEF SHEET 1.1 FOR LIMITS) 70A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (IOP & BOTTOM). ATTACHED VATH #10 X 3/4" PH SMS, 1) CGI CUSTOM INTERIOR LINKAGF MECHANISM, 1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. 10AA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM FNO BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS. 1) CGI CLISTOM INTERIOR LINKAGE MECHANISM, 1) DEADROLT BY BALDWIN SERIES 8200, KWIKSET 780. 108 REGENT COMMERCIAL 2722 IHREE POINT LOCK MECHANISM WITH MORTISE LOCK. CJ SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. i OCC SINGLE POINT LOCK (1) DEADBOLI 13Y COPPER CREEK SERIES D82410. FI 07D DOR-O-MATIC SERIES 1690 TOUCH8AR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. 101_ .JACKSON 20 SERIES PANIC FRIT PITH 2085/2086 CONCEALED VERTICAL POD EXIT DEVICE SFE SHIFT 1.4, 10r CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITII CGI END BOLTS AT AC11VE LEAF AT TOP & 00110M) W711 BALDWIN SERIES 8200 DFAD BOLT. FXT. = EXTRUSION LIST 500A, 501. 502. 503, 504, 507, 509. 510, 514, 515, 519, 539, & 540 ALL FXTRI.ISIONS ARE 6063—T6. 3/5, 396. 505, 508, 511 EXTRUSIONS ARE 6063—T5. rROG1Cf YEVggp Y QMr•1r ah F1nf4. Mnr.. M. f L-e3zgay Mt SECURED WITH (8) #12-24 X 1/2" F.H. M.S. DWG. NO.: 3 PER PANEL UP TO 7--6 3/4" HIGH) r yy 1. 4 PER PANEL OVER 7--6 3/4") i2 CG! FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR AITACHED WITH gRqSq. Y ` i.''.. 8 X 1/2" PH SMS. 13 SEE SHEET 1.2 FOR GLAZING OPTIONS 14 SILICONE GE -1200, DOW 995, DOW 899 D1 1/?" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE W^TH ONE SIDE ADHESIVE 1FI PLASTIC WEEP BAFFLE 19 7/8" X 5' X 1/B" THK. CONIINUOUS ALUMNUM SILL ANGLE ADAPTOR FXT. = EXTRUSION LIST 500A, 501. 502. 503, 504, 507, 509. 510, 514, 515, 519, 539, & 540 ALL FXTRI.ISIONS ARE 6063—T6. 3/5, 396. 505, 508, 511 EXTRUSIONS ARE 6063—T5. rROG1Cf YEVggp Y QMr•1r ah F1nf4. Mnr.. M. f L-e3zgay Mt DWG. NO.: W98—01 r yy 1. gRqSq. Y ` i.''.. Y Y:4 S70NgL lti; s}- r :/C- w no.>•s •:e •uoo"x. 10100 mrtM,* a s6rct•+ami, fbrclu Inc • 11•?• • • • a u ii S• M.+r-i2v j I 1iy Se450 Irwin Docrs rrirs9__ Sig7c!1tc. • titr' 11 o tP : In-zo-•7 IT sn.a •• I* • 1.0}4 t00 2082 CGI -507 DOOR FRAME HEAD/SILL CCI -509 FRAME JAMA/MULLION 110 jI7IIII ) r - Cl t26- 4 522 LA -1 7 38fl L9 CGI - 5'0 SIDI.--LITE MUI I ION_ 0;5 J F-Lor,f CCI -508 FRAME COVER 3 I 062 CCI -511 JAMB COVER L 1021 I1918 CGI -503 NARROW SIDELRE STILE 250 r msl 658 - CGI-505 ASTRAGAL 844 1rdLS-z s s II5- 5.)77 7.]17 CGI -S[ 1 POI TOM RAtL 125 1.918 CCI -502 IAMB/LOCK/SIDELITE STILE I 4813 1 3122 JII n Z nl 1 CGI -500A TOP 'TAIL the 1 CGI -540 f \ 080 125- CGI --S:59 SADDLE THRESHOLDS CGI -514 14OR170NTAL MUNTIN MS . OBO N . 0804 a le - GI -375 LLE -p4-575 i 611 I IL Q OB9mO50 J CGI396CGI-519 O•lIC f •EYIfU ayplAwM MtMA4 w /lro 3zSc K DWG. No.: W9F-Oi tHy o ar 10laoa.S1 5 ,9 teem, na dow.fl7! a = = wroR. i ,: i" c l Series 450 iswi. 4'' 9 Doars d•Sidelites • masa Ss/bNAL / II dote t0-, q ti1eC1 •'1•I T— Bolt T— Bolt Housing Assembly y10 x 3/4" PH SMS d!-1- x'10 x 3/4' PH SM Flushbolt Tip Linkage Assy. o Rod — o rc 8 x 1/2" PH MS connection Wheel Keyed --- Flushbolt Cyinder/Deadbolt— Acli otar Assy. I1 I 1 i TOP SECTION SHOWN I TOP SECTION SHOWN ( BOTTOM SIMILAR) BOIIOM SIMILAR) CGI CUSTOM 12 niushbolts (Inactive Panel) 3-110INT LOCK Boll Tip I1 o 10 x 3/4' PH SMS Thr ended Rod 10 x 3/4" FH SMS Actuator r W i( Arm 1 Keyed O IOP SmCTION SHOWN CYdinda BOTTOM SIMILAR) Deadbah I u Assembly VIII` Actuator Am Bolt Housing t aaa nnnn J p10 x 3/4" PN SMS Bolt Tip — w W 10 x 3/4" FH SMS Surface Mounted Activator IOP SmCTION SHOWN BOTTOM SIMILAR) SURFACE .MOUNT SIIDF BOLT WITH BALDVAN DEAD BOLT crru. LM/b. NU ' W146 —U 1 uuinr—•-R•- _ AA, r v • LOCK 0000•• g Via" >5?'-cEwaF. ., t--- • • • 10IC0 nallua l Hir.1 oni, fkre 301p, • • • ig i r•c&r . Sails /50 (k•s.ng Dnors N •delites b,. q\3 QIY L • "•"_.—I°-2.'..• asheel__ i 0006: • • 60.0• • • 0 • • • • • • • 0•• 0000• 1/4" Ms uaaKson cuoui 8 x 3/4" FH SMS r Strike Plate Top Guide I) w/trip i ( j1 FH MSMS2, release Top Bolt I Bottum Bolt Bolt Guide — iI — — # 10 x 1/2" 1_, FH MS DWG. NO.: W98-01 rRoorrc r aevwa Mr4.n ue vmr • • , • • • • : • aenw.r. rr.1G sz2vv w.r. e • • • iore+ "rnn.!t! hue"ndad. rbr sfti • • • r&4,Wt Scrics A',a (Wt-ing Duras &Cidmdes • da e : to -2D T Peet •; f•-•- S o 1 EDGE I w I E ms ' - . aI oNQg d Ks 'ca E — 2A TYPICAL PANEL ASSEMBLYr1X4PTWOOD IX4 PT WOOD I 509 SEE NOTE BELOW \ 1 _ y(! PT WOOD 1 1 MIN 511 ( 4' 2B TYPICAL PANEL ASSEMBLY SEE NOTE SEL W FUE3ED i 1 /'1 ZC TYPICAL PANEL ASSEMBLY 9 14 I S OPTIONAL a.ss2 _ INSTALLATXN) /I 502 504 y NTO 2X4 PT WOOD - n SEE SHEETS 7.2 3 2.. Tr CAL JAMB ANCHORS = 1 13 OR16EORBOLTENGAGEMENT / DIA. ULTRACON 'I 8AII P O 6- FROM ENDS AND ! Iy ' 3 Ty PIC 19-3/a- O.C. FOR LOADS UPTO 70 PSF 1-1/Lzs I — 12' O.C. FOR I FADS UPTD 110 PSF AcnuE o 12' O.C. FOR LOADS ABOVE 110 PSF 37S125N (SEF SHEET 7) 115 —4.852 EXTERIOR 2-1/2' M.N. EDGE DIST, PANEL_ WIDTH 2A TYPICAL -1/4" DIA, ULIRACON 1/4`u«. 509 SHIM FRAME WIDTH Ell v _ _ w 1 TYPICAL JAMB ANCHORS f(1 1/d• DIA. UL iPDS AEjO6' DIA. ENDS ANDc — 19-2/6' O.C. FOR LOADS UP70 70 PSF325150 14-112- COGE • FOR LOADS ABOVE 70 PSF TYPICAL OPTIONAL Yx,ERIOR EVBEDMENI INTO 28Y WOOD BUCK - 1-1/2' 1/1 SQUARE GLA7ING I iii SEE SHEET 1.2) Zs o \ —2%4 PI WOOD MxOU i`RYSPD AReN+re Ne ro t yOPTIONALINSTALLATIONINIO2X4PTWOOD BeMnWeiM SLY BELOW 00001f Ad drthq Ce4eeefATYPICALWO. NOTE. IX OR 2X WOOD BUCKS NOT BY CG! ncruxA me San12SCREWSMUSTBEPROPERLYSECUREDANDw.c nlA aan r/ F.uO , MUST SUSTAIN LOADS IMPOSED1/4' DIA ULTNACON 844 "Too xo IruN4 1x6 fnp2082- - O F FROM ENDS AND 24' O. L'. BY GLAZING SYSTEM. pINIENMEUATEhSINGLEUNITANCHORS) DWI-, NO.: .: W98 01SEESHEETFOR CF. DO[A SE ^_ J E HNC. STILE F DANPSPS It ITT'' • mar , NOTE. _ :), ' • 1' • ,,., , .' • • ALL JAMS ANCHOR CONDITIONS SHOWN ON y V = v ao.,. •o •000..r, • SHEETS 3, 4 AND 5 MAY BE DIM. C1L1' T( • • • • • *. c • • • • • 1 10100 —1h.A _, t,M 1SI Nni, ry,r;69 ,&112 tlx.[iST..'7Imr b i d r \ ' Y TO I.tASONRY WIT 11 1/4" MAX. SHIM SPACE - oe/i • WITHOUT VARIA11014 IN CAPACITY \ „'' ., oelu!.:.<i • • I•''•I Scrics 450 C•lswirg Dcorc tr liAeli!cs • 00 502 505 502 67-1 505 OUT SWINC DOOR EXTERIOR 101 "I '1 5 LOCK STILES WITH WAFER RESISTANCE INTERIOR LOCK STILES WITHOUT WATCR RESISTANU Z-thw -0 077 ego*: THIS SILL IS NOT RATED FOR WA?ER CSDI ADA SADDLE EXTEP,IOR SWEEP 502 502 6 i9,9 125 v b75 F- @12 1711— EXTERIOR n 5-0 DDDR PANEL. WIDTH - SEALANT 1.250- _ SIDEIlf P DOOR FRAME WIDTH SIDELITE FRAME WIDTH C 125 i REST N 4" WIDE SADDLE THRESHOLD SEE NOTE SHEET 3 CoAOEY SMALL SIDELITE fir— 7in a •vn 7n c• Geora, 10100-Mhl•;ItS slrtt•niorrii, Ibrdc•S.• DR STILE (EXT.503) I-,T/ 41N CMDED Weild Scr Y.S 450 N:gwin Do., SONRY AT SIDELITES EN, 1" IllI- SI Iv AN. AND 3' OC. M' , SLEMIG. STILE V-6" WIDE OR SCC 3"x" CONrREIE EM o SMALLER. j 502 502 6 i9,9 125 v b75 F- @12 1711— EXTERIOR n 5-0 DDDR PANEL. WIDTH - SEALANT 1.250- _ SIDEIlf P DOOR FRAME WIDTH SIDELITE FRAME WIDTH C 125 i REST N 4" WIDE SADDLE THRESHOLD 502 TYPICAC JAMB ANCHORS I/4- DIA. ULTRACON @' FROM CND$ AND 19-3/@' O.C. FOR LOADS UPTO 70 PSF 14-1/2' O.C. FOR LOADS UPIO 110 P.F 12' O.C. FOR I. DADS ABOVE 110 -'SF2-1/_ IN. EDGE DIST. SIDELITE FRAME WIDTH DWG. NO.: W98-01 540 fir— 7in a •vn 7n c• Geora, 10100-Mhl•;ItS slrtt•niorrii, Ibrdc•S.• S/1E" DIA. ULIFACON I-,T/ 41N CMDED Weild Scr Y.S 450 N:gwin Do., 2-I/2' MIN EDCt DIST EN, 1" IllI- AN. AND 3' OC. M' , SLEMIG. STILE 1ACCT7.1 F(,@ rAPA(TlSCC 3"x" CONrREIE 502 TYPICAC JAMB ANCHORS I/4- DIA. ULTRACON @' FROM CND$ AND 19-3/@' O.C. FOR LOADS UPTO 70 PSF 14-1/2' O.C. FOR LOADS UPIO 110 P.F 12' O.C. FOR I. DADS ABOVE 110 -'SF2-1/_ IN. EDGE DIST. SIDELITE FRAME WIDTH DWG. NO.: W98-01 fir— 7in a •vn 7n c• Geora, 10100-Mhl•;ItS slrtt•niorrii, Ibrdc•S.• Inc• • Weild Scr Y.S 450 N:gwin Do., AbSidelltCS • d-,[,: ID -70-97 sher.t wx SIE-Wff SZE 50? 6>5 Fs a.912— SIDELITE PANEL W'DTH OUTSWING DOOR SIMILAR MULLION TYPE-2- WV YPE2• DE SINE -NARROW STILE AMI- 502 I JI JIIJI I r-51 u .—IWA-LL m PNEL mo 1' 1.250 1.250 e elz SEALANT ExtER*R 675 WxOTP (W) - DOOR PANEL I F7VD PANEL + 1.? SIDELITE PANEL WIDTH 511 1 6 LOWER DESIGN LOAD FROM PANEL PERFORMANCE CHART ON SHEET E rl OR MULLION PERLORMANCE CHART ABOVE SHALL CONTROL L' i612 \ l SIDELITE PANEL WIDThI SS -01 OUTSWING DOOR SIMILAR DS-0 Iz,D 511 I— 511 MULLION TYPE 3 ,4444; LL[ - NARROW Si11L-NARROWSItE NI r` SIN Dim. -,— SIDELITE PANEL WIDTH I.D16 6l Fx1ERRW SIDELITE PANEL WID 1H i ) 7 REFER i0 SHEET 2 OF 7 FOR TYPICAL 13ILL OF MATERIALS 1 " I 501 wwrr EDWG. No.: W98-0 w nLoaKrcavlw• E PD.. >i\ Maw%Ji{w••e L7rW 1916 F >< x:' tJLEMae''• .d uY:"f 0Mr E • a • • • • • • • F Ne 'b '` R.µ.e. au.—tion !- 1• • v • 4f:= : it . stir.%= II``L.- L.L, .k <x.:•... .•-o• o .. • t d dlfa • • ,61nR MAh,k`!5 zR,^,Tom. 8- 6617! • • • SIDLLIILPANEL WID IH a r z c : p i . • • **Ct Series 450 Qutslwing boars &• Sideliles •, 3 Or NAL E x • drite_. 10_7n i1 sl' e= ! •'• oo 00 Iwo vs 310 o3/ 6710 2/ 6 1. 0 IWO 0316 210 2/ 6 3/ 6 7/ 0310 2/ 0 i ) 7 REFER i0 SHEET 2 OF 7 FOR TYPICAL 13ILL OF MATERIALS 1 " I 501 wwrr EDWG. No.: W98- 0 w nLoaKrcavlw• E PD.. >i\ Maw%Ji{w••e L7rW 1916 F >< x:'tJLEMae''• .d uY:"f 0Mr E • a • • • • • • • F Ne 'b '` R.µ.e. au.— tion !-1• • v • 4f:= : it .stir.%= II``L.- L.L, .k <x.:•... .•- o•o .. • t d dlfa • • ,61nR MAh,k`!5 zR,^,Tom. 8-6617! • • • SIDLLIILPANEL WID IH a r z c : p i . • • **Ct Series 450 Qutslwing boars &• Sideliles •, 3 Or NAL E x • drite_. 10_7n i1 sl' NOMINAL DIMS. GIA49 TYPE 1 i/I6 COMPOSITE PANE 1. COMPOSITE PANELS GLASS TYPE 'Al, GLASS TYPES 81 h 'Bl, rRAFE WIDTH FRAME VIOTM t%%) FRAMEMLIGHT E%T. (•7 NT. (-)E%T. DO. (-) F%T. (+) INT. (-i 32-9/16• 44-9/16' 62-1/2' 86-1/2' BJ-a/• IDOL 100.0 11 0-0 1100 70.0 10,0 70. 70.0 90.0 90.0 900 90.0 100.0 1100 700 70.0 90.0 %0 54.2 94.2 70.0 70.0 900 90.0 26-9/16' 32-9116' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 4-1?' 86-1/2' 84-3/4' 100.0 110.D 70.0 7'0.0 90.0 900 1000 1100 70.0 700 90.0 900 IODO 110.0 70.0 70.0 90.0 90.0 94.2 04.2 70.0 70.0 90.0 90.0 26-9/16' 32-9/16' 35-5/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2- 86-1/c" 90 3/4 In IIDD 70.0 70.0 900 90.0 100. LLD 700 70.0 90.0 900 10010 110.0 /To 700 90.0 90.0 94.2 94.2 70.0 700 9C,D 90.0 26-9116' 32-9/16' 38-9/16' 14-9/:6' 0-1/2' 62-1/2' 74-1/2' 86-1/2' 96-3/4• 100.0 110.0 724 700 90.0 90.0 100.0 110.0_ 70.0 70.0 900 `10.0 100.0 ?:0.0 70.0 70.0 90.090.0 599 59.9 599 59.9 26-9/16' 3J-9/If: 38-0/16' 44-9/16• 50-1/2' 62-1/2' 74-1/2' 86-!/2' 102-3/4' 100.0 1100 70.0 • 70.0 100.0 :100 700 • 70.0 IOO.D UO.p 700 • 70,p + 59.9 59.9 59.9 • 399 26 9/16- 32-9/16' 38-9/16' 2E-9/16' 32-9/16' 50-1/2' 62-1/2' 74-1/2' 50-1/2' 62-1/2' 74-1/Y 08-3/4• 100. 1100 70.0_• 70.0 + 1:0 110.0 %0.0 1D00 110. 70.0 * 70.0 114-3/4• 70.0 700 700 • 70.0 . 0.0 700 70.0_ + )OO . 7_0.0 70.0 70.0 26-9/16' 32-9/16' 38-9/la' 50-1/2' 70.0 7Q0 700 • 704 + 62-1/2' 120-'3/4' ;0.0 700 704 • ILA •_ 74-3/2' 70.0 ]00 ]O.0 • %O.O • - - LOADN DOOS USING TMESsIOLDS MYANDSO*. Ei ANHERE) WATERR NFILTRATI IN REOUIREME?ARE VOT AOI`LICAPNr. v v/v v..t ar.lvv. rr vrt t. r. r•oVvc o/V R[VVIrcL TRW FAUNHIN PANEL WIDTH FLUME WIDTH T L FAFTIAL 'OH10111E PANEL PANEL _DH OR GLASSAHPLICADLE TO DOOR/SIDELITE FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY SEE CHART ON THIS SHEET SEE BELOW FOR THRESHOLD TYPES SEE SHEET 1.1 FOR LOCE CAPACITIES FOR SINGLE AND DOUBLE DOORS SEF. SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MVLUOV ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL .APPLY TO ENTIRE ASSEMBLY. 1' KmecrMEWLEE• 9r kb• iMW A4'r4M..rs NW K - IEylr4Fi 44 C_ M _ NOT RATIO rcH WATFRRESIll-E 401 RATIO FO H WAIFRRE915TANCE ary ssl 550,77 W 530 NOTE: R/:'T' 1 UT£1NNf H11SW1NG fSAD E) RL:ICENT!AL j$ADPLI,) PANEL WIDTH FLUME WIDTH T L FAFTIAL 'OH10111E PANEL PANEL _DH OR GLASSAHPLICADLE TO DOOR/SIDELITE FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY SEE CHART ON THIS SHEET SEE BELOW FOR THRESHOLD TYPES SEE SHEET 1.1 FOR LOCE CAPACITIES FOR SINGLE AND DOUBLE DOORS SEF. SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MVLUOV ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL .APPLY TO ENTIRE ASSEMBLY. 1' KmecrMEWLEE• 9r kb• iMW A4'r4M..rs NW K - IEylr4Fi 44 C_ M _ 0000• 0000• 0000•• 0000• NOTE: R/:'T' 1GLASSCA'ACI1 IIS ON THIS SHEET ARF 4i : y' BASED ON ASTM E1300-09 (' SEC. GUSTS) 4Ir••N, AND 1LUf210A DUI -DING COMMISSION S '....... • OFC.I ARMORY STAIEMI:NT DCA05-DEC-E14 e1 L • LN 111-3 0000 0000 0000•• 0000•• 0000• 0000• 0000•• 0000• 24' AIAIf- y J -• INTERMEDIATEANCHORSHEAD/SILL IIN.SDLF. ANCHORS CSE, SHEET ).1 3' MIN. ttp, 131 2 AT 510111/1 t AT DOOR 2 AT SIDELJTE 2 AT DOOR C6) J AT 50ELRE 3 AT DOOR SEE CHART FOR CAPACITY 6 - moi HoO 5/JJ1.110ii I1p0bl E 4: CLUSTER OF I'LL ANCHORS FI%EO 3 OR { PANEL VIOIN PAWL VIOtH PANEL VIpTH ( J) 2 AT SIDFLNE 1 AT ODOR AI SIDFUIL 2 AT DOOR SEC CHART FOR CAPACITY @,IDL11,E,M ULLICN ANCHORS AS SHOWN IN OFTAII S AND C, DOOR PANEL i- FIXED PANEL IATE ANCHORS TO DE AT 6' FROMCORNERS WID7H (W) _ 1 250 0-C. AT HEAD/SR L. SCHUHAL DIIL' W. FRAMENTLEN' 2/0 2/6 52-3/ 3/0 3/6 z/D 2/6 3/0 R{-3/ 3/6 2/0 2/6 3/6 2/0 2/6 96-J/ 1/9 3/6 CID 2/6 3/0 102-J/ 3/6 f9D_:IIll ANCHORS: v6 `120 3/{• 119E 'B'- 1 /{' LyA. ULTR-r ON •'/ ': (Yt' Ru•1)7 b5. FvtU _ TYPE 0'- 1/4' Q% y1L1E/{ON ITI-= (EN•tn %R. Fy .55:60, J/0 196 66.1 99.1 ]{9 9.9p 69.}_I 666 IMTO 29Y WOOL BUCKS OR wDOD STRIN.NW(S INTO ipY wOOO RU(:H5 OR W000 'aTPUCIVRE$ LOADS SHOWN -DOVE ME FOR INSTARAIK)NS wHFRF WATER INE 9.IRA11pN RESISTANCE 15 NOT RfOUIREO USING PCNF TRn110N IMO W000 1-I/?" MIN PCNCTRATION IMO WON) THRES.NOS 'I AND 35,>-+ IHRU iHY W000 BUCKS MO CONCRETE AT HIM -.1 IHY N'(%9D PUCKS INTO CONC./HOLLOW HLOCM. -pT JAMDS LIMIT EXIFFIOR I.DA15 WHERE WATFR INFRIRATION IS REOWP.ED AS PER CHART AND NOILS ON SHEFT 6. 1/{" MIN. EMWO INTO C01N.RLIL -1/a' MW. EMHLO INTO CONCREIF ON MASONRY OIRLC R- IN 10 CO -LIE OIRFCTIY INTO CONCRETE 1-1/4' MIN. FMorb INTO CONCRETE I 1-I/{' KIN. EMBED INTO CONCRETE EDGE DISTMNCL5 FN:F ntsTAyEfy FOR SINGLE OR D013BLE LEAF DOORS AND SINGLE. SIDELITES CAPACITY J SEE CHART ON SHEET B. w)O CONCRETE - URE - ' M INTO WO SIF - URr - uw. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORSuN0w00p51RIlLTURE - t IN. I O WOOD SIRVCTURf - 1" uIH. SEE BELOW FOR THRESHOLD TYPES T,Pr 'G'- 1/4' Du ULLRACRN_HY •[LCO, a. -n7 xs. .y -us 'S0 I' SEE SIIF.FT 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY DIRECTLY INTO CONCRETE f -AT -If. OIR SRL ,LyAtg SEE CHART ON THIS SHEET FOR MUI1,ION ANCHORS CAPACITYNOTRATEDI-__-' NOR PA IED SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOON. 1-3/4" MIN. FMRED IMO C/i , FOR WAIIR rOR WATER rrr.F 11w MLL5 PF vcrnNC[ Rts15TAN CE LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. WO CONCRETE + 2-1/2' MRN C l SS') (Sv'f S 17177\ iY9E 'D'- j(15- pdUt iFACON `0 'H D' (fu•1); .Si, ry:yy N91) 0 ANCHOR rc ; ,` / AV....... / \ • • • • NRFCTIY M10 CONCRETE AT AOA YU. -TYFE'C' pNCINNi All- 1-3/4- n'CHM - p. Y• yfEM 1 3/ MIN LMOLD INTO CONE w w T`I`ED lwr. •c' Fr%F D+z.ANcls - >< --- 50/ N _._ :• - z •eY IMO CON( kEif l /0 MH - j}y • 1 - L lNSSG033M _ C _ _ .` 40 • • •'I\ O N. CpK , AI Z. SILM -111 'c a 3N0 PSI vrN. c 9. HNtG p -L, to«- AI .Moes 1„ • }Ixn Ps: uIN \ ' \ x. 3, AA \ \ \' • \ \•, \ . Ran1p!.•;?; 1iurMV n/recarld TYPE 'C' AT BRAD TYPE 'C AT EEAD ME _R' AT HEMI 6 'C' AT 5-0 ! 532 H TYPE 'D' AT SSI SNL CLUSTRR OF CIAISTFJI 01 CLV OF CLUSTER OF CLUSTER OP CLUSTER OF CLUSTER OT 9 ANCHORS ANCHORS 8 ANCHORS ] ANf.XORS 4 6NCR90R5 3 ANCBORS 4 ANLTi0R5 06.7 IIO0 1RLD 110.0 110.0 Np.O '100 86.2 HDD Iloo HoO 1111 I1p0 NOd 72.3 961 110.0 t093 110.0 1010 1100 62.3 Rl0 1100 911 1100 610 1100 104.2 1100 1100 1100 2JR. N0.0 IIoO M.2 1100 ll00 No0 1100 110.0 III 10.6 91.1 1100 106.1 1100 987 1100 60.5 61.1 NO. 91.9 E 4: CLUSTER OF I'LL ANCHORS FI%EO 3 OR { PANEL VIOIN PAWL VIOtH PANEL VIpTH ( J) 2 AT SIDFLNE 1 AT ODOR AI SIDFUIL 2 AT DOOR SEC CHART FOR CAPACITY @,IDL11,E,M ULLICN ANCHORS AS SHOWN IN OFTAII S AND C, DOOR PANEL i- FIXED PANEL IATE ANCHORS TO DE AT 6' FROMCORNERS WID7H (W) _ 1 250 0-C. AT HEAD/SR L. SCHUHAL DIIL' W. FRAMENTLEN' 2/0 2/6 52-3/ 3/0 3/6 z/D 2/6 3/0 R{-3/ 3/6 2/0 2/6 3/6 2/0 2/6 96-J/ 1/9 3/6 CID 2/6 3/0 102-J/ 3/6 f9D_:IIll ANCHORS: v6 `120 3/{• 119E 'B'- 1 /{' LyA. ULTR-r ON •'/ ': (Yt' Ru•1)7 b5. FvtU _ TYPE 0'- 1/4' Q% y1L1E/{ON ITI-= (EN•tn %R. Fy .55:60, J/0 196 66.1 99.1 ]{9 9.9p 69.}_I 666 IMTO 29Y WOOL BUCKS OR wDOD STRIN.NW(S INTO ipY wOOO RU(:H5 OR W000 'aTPUCIVRE$ LOADS SHOWN -DOVE ME FOR INSTARAIK)NS wHFRF WATER INE 9.IRA11pN RESISTANCE 15 NOT RfOUIREO USING PCNF TRn110N IMO W000 1-I/?" MIN PCNCTRATION IMO WON) THRES.NOS 'I AND 35,>-+ IHRU iHY W000 BUCKS MO CONCRETE AT HIM -.1 IHY N'(%9D PUCKS INTO CONC./HOLLOW HLOCM. -pT JAMDS LIMIT EXIFFIOR I.DA15 WHERE WATFR INFRIRATION IS REOWP.ED AS PER CHART AND NOILS ON SHEFT 6. 1/{" MIN. EMWO INTO C01N.RLIL -1/a' MW. EMHLO INTO CONCREIF ON MASONRY OIRLC R- IN 10 CO -LIE OIRFCTIY INTO CONCRETE 1-1/4' MIN. FMorb INTO CONCRETE I 1-I/{' KIN. EMBED INTO CONCRETE EDGE DISTMNCL5 FN:F ntsTAyEfy FOR SINGLE OR D013BLE LEAF DOORS AND SINGLE. SIDELITES CAPACITY J SEE CHART ON SHEET B. w)O CONCRETE - URE - ' M INTO WO SIF - URr - uw. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORSuN0w00p51RIlLTURE - t IN. I O WOOD SIRVCTURf - 1" uIH. SEE BELOW FOR THRESHOLD TYPES T,Pr 'G'- 1/4' Du ULLRACRN_HY •[LCO, a. -n7 xs. .y -us 'S0 I' SEE SIIF.FT 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY DIRECTLY INTO CONCRETE f -AT -If. OIR SRL ,LyAtg SEE CHART ON THIS SHEET FOR MUI1,ION ANCHORS CAPACITYNOTRATEDI-__-' NOR PA IED SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOON. 1-3/4" MIN. FMRED IMO C/i , FOR WAIIR rOR WATER rrr.F 11w MLL5 PF vcrnNC[ Rts15TAN CE LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. WO CONCRETE + 2-1/2' MRN C l SS') (Sv'f S 17177\ iY9E 'D'- j(15- pdUt iFACON `0 'H D' (fu•1); .Si, ry:yy N91) 0 ANCHOR rc ; ,` / AV....... / \ • • • • NRFCTIY M10 CONCRETE AT AOA YU. -TYFE'C' pNCINNi All- 1-3/4- n'CHM - p. Y• yfEM 1 3/ MIN LMOLD INTO CONE w w T`I`ED lwr. •c' Fr%F D+z.ANcls - >< --- 50/ N _._ :• - z •eY IMO CON( kEif l /0 MH - j}y • 1 - L lNSSG033M _ C _ _ .` 40 • • •'I\ O N. CpK , AI Z. SILM -111 'c a 3N0 PSI vrN. c 9. HNtG p -L, to«- AI .Moes 1„ • }Ixn Ps: uIN \ ' \ x. 3, AA \ \ \' • \ \•, \ . Ran1p!.•;?; 1iurMV n/recarld TYPE 'C' AT BRAD TYPE 'C AT EEAD ME _R' AT HEMI 6 'C' AT 5-0 ! 532 H TYPE 'D' AT SSI SNL CLUSTRR OF CIAISTFJI 01 CLV OF CLUSTER OF CLUSTER OP CLUSTER OF CLUSTER OT 9 ANCHORS ANCHORS 8 ANCHORS ] ANf.XORS 4 6NCR90R5 3 ANCBORS 4 ANLTi0R5 06.7 IIO0 1RLD 110.0 110.0 Np.O '100 86.2 HDD Iloo HoO 1111 I1p0 NOd 72.3 961 110.0 t093 110.0 1010 1100 62.3 Rl0 1100 911 1100 610 1100 104.2 1100 1100 1100 1100 N0.0 IIoO M.2 1100 ll00 No0 1100 110.0 1100 10.6 91.1 1100 106.1 1100 987 1100 60.5 61.1 NO. 91.9 1100 630 IN.) 97.3 110.0 1100 HO.O 11'0 Ho. 110.0 16.6 101.8 1100 110.0 11801100 65.9 big 1100 T 1100 92.1 TIDO 56.8 TS] 110.0 65.9 110.0 194 10t5 0 HO 1100 IWO N00 1100 10.0_ Nop 1100 10,1.0 1100 S 1100 101 110.0 IR, 1100 INS N.5 IIH A{ 95.2 04f-2 IW0 1100 1100 110L 1100 6 1toa 1019 It00 9TD 1100 IWO 68. 1100 614 at 9 INJ 738 101.1 TO1 65.6 875 100 1100 110.0 99.2 110.0 1100 1100 9..) 1Tt. 2 0.0 110.0 330 11{ 1100 852 1100 76.9 9R.3 16.9 tp26 1100 1100 1075 1100 5)1 R:8 1100 1100 9{0 1100 66.9 110.0 521 69.5 1017 Bb IN -I 2.9 931 1 975 110p 110.0 1100 t%2 1100 54.1 6.8 1100 BB3 I1J.0 61.3 1Th,6 I Z I'LdppxOt'4 V ew cy .11 fliff=e 0 Y^•' W • w W98-01 ONTF TYPE 'C• AT HEAD ME 'D' AT 991 SILL ANCHORS AW 1ORsNAD/SIL U1.LION T 501UII SFE cHF. 7 COUPLE DOOR Tc. STILE ANCHORS ANCNAC HEAD/SILL r SEE SHEET CHIT THIS SHEET HEAL SE 3- MIN. MEIGMi 9 ANCHORS 4_ANCRORH D ANCU 110.0 ANCHORANC.1AY. 106.1 110.0 I= 112-1/z" 1100 863 1100 110.0 0 ]/1• 72.3 1 110.0 R6-1/2' F21 A74 1038 w-vr 1a: 11D.e 110.0 L2 a/ 151.} 1100 1100 1-1/2' BA -3/1' 70S INI 11DO 961/2' FOB III, 1011 50-1/2' 973 IWO 1100 62-1/2' 1100 78.6 1.8 110.0 1100 90-3/1' i.9 SNGIE 0QQ-R_OR SIUEIIIE QODULE 000(? TYPE 'C• AT HEAD ME 'D' AT 991 SILL ANCHORS VRANF U1.LION T 501UII SFE cHF. 7 COUPLE DOOR Tc. STILE ANCHORS M 1Lt10N ANCHOPS Al SIDCLITC SEE SHEET ] TYPE 'H' AT HEM r SEE SHEET CHIT THIS SHEET FRANE SE 3- MIN. MEIGMi 9 ANCHORS 4_ANCRORH D ANCU 110.0 ANCHORANC.1AY. 106.1 NOMINAI. DIMS. TYPE 'C• AT HEAD ME 'D' AT 991 SILL cc j m 3VRANF 9CUOR9 4 ANCHORS ] ANCHORS 4 ANCIR TYPE 'H' AT HEM IDTH FRANE CLUSTER OF CLUSTEROF CLUSTEF c%%) MEIGMi 9 ANCHORS 4_ANCRORH D ANCU 110.0 100.1 106.1 110.0 I= 112-1/z" 1100 863 1100 110.0 0 ]/1• 72.3 1 110.0 R6-1/2' F21 A74 1038 w-vr 1a: 11D.e 110.0 L2 a/ 151.} 1100 1100 1-1/2' BA -3/1' 70S INI 11DO 961/2' FOB III, 1011 50-1/2' 973 IWO 1100 62-1/2' 1100 78.6 1.8 110.0 1100 90-3/1' i.9 97.9 104.9 b6-1/2' 1100 56.8 15.7 9t] 30-1/c' 15S 91.2 110.0 1100 73.1 3 110.0 71-1/2' 1100 Fig 823 103.1 110.0 96.2 1100 710 B88 50-1/2' TIDO 65.9 110.0 1100 62-1/2' 05 69.1 92.6 1104 83.0Ed 102-3/1' IOL 1100 TYPE 'C AT FIEAD C' AT S-0 t 9S2 = TYPE 'C• AT HEAD ME 'D' AT 991 SILL cc j m 3 THR OF CLUSTER OFCLUSTER OF CLUSTER OP 9CUOR9 4 ANCHORS ] ANCHORS 4 ANCIR 10.0 1100 1100 i 10.0 110.0 100.1 093 1100 U5 311 1100728 H067001100 110010011041 06.] 1100 8Js II00 91819 IOD 1104 101100 1100 100 1100 91.9 IWO 17 1100 t 102.7 15S 1:00 1 10.0 110.0 1%.6 1100 6SS 10.0 110.0 96.2 1100 I.':5 TIDO 77-3 4 J 05 10/.1 tll 83.0Ed IOL 1100 100.1 II00 N9 100 1.1 1100 69.1 O1011 10.0 00 S.F 919 91 100 6J d0D321100EI! 10.0 104E9. 1A 1100 1 R6 Q T i 88 1061 609 813 3 4 J 00 110.0 B51 11M a Ile /c'I1 196 I 6E.1 I A}6 I IAS I 999 5].9 I 112 SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILT. ANCHOR OPTIONS oQ gl2 t'OR SINC.LF, OR DOUBLE LEAF DOORS. SINGLE. SIDELITES AND THRESHOLD APACITY SEE CHART ON SHEET 8. SEE SHEET 1.1 FOR LACK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SIIEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE: CHART ON THIS SHEET FOR MTG. STH.F ANCHORS AT DOUBLE DOOR. 1.ONEST VALUE FROM THESE CHARTS NIL). APPLY TO ENTIRE ASSEMBLY. TilTp?// ••• 11 mom: PR UUCr R•L'V• A 9 4FF.]la, MFE7181. :TIL: NJ(HOF.S AS SHOWN IN OCIAIIS AND C.HARTS yAA/ L yy•A •` INTCR4ICDIAI' ANCIIOF".; 10 BK Al n' FROM CORNERS • •n1fD1Ef4H91d- . L W98 01P \• AND 7M1- CC. Al HFAO/Sill. \/ -"• to HEAD_ CORNER DETAIL CORNLRS TO BE SkALED WITH LOW MODULUS SILICONE SILPRUF. DNEI, CORN!R_DETAIL W5 ND] RRESIDENTLU.--5ADDLE %LL"-QRNER_COriST L!(TION 0) STD—Sill_CORNER-DETAIL 12 SCREWS 3/ END j k 12 SCREWS YY 2/ LEG SQL) ADA SILL CORNER -DETAIL 1,12 SCREWS 2/ LEG 00.00• 0000•• f 0000 0000•• 0000• 0000•• Seib** 0000•• 1'IIAI'1 MIAMI-DADE(DINTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Snem, Reran 208 BOARD AND CODE ADMINISTRATION DIVISION T(736)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www. ahmNMe. sv/eesa•wr CCI Windows and Doors, Inc. 10180 NW 25a street MIam4 FL 33172 SCOPE: This NOA is being issued under the applicable mics 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 (ANI). This NOA shall not be wild after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or malarial tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer mIt incur the expense of such testing and the AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this accaptance, if it is determined by Miami -Dade County Product Control Section that this product m material fails to meet the nquiroments of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "238" Aluminum Fixed Window-I.M.I. APPROVAL DOCUMENT: Drawing No. W99-10, tilled "Series -238 Aluminum Fixed Window L.M.L)", sheets I through 11 of 11, dated 02119/99, with revision D dated 04/10/15, prepared by AI-Famoq Corporation, signed and sealed by Javad Ahmad, P.C., 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 Ore manufacturer's name or logo, city, Note, model/series, and following statement 'Miami -Dada 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 Ilre performance of [his 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 prates. Misuse of this NOA as an endorsement of any product, for sales, advertising or my other purposes shall automatically terminate this NOA. Failure to comply with my section of this NOA shall be cause for termination and remove( of NOA. ADVERTISEMENT: 7Ta-NOA-numbw-peeadW-by-tbo-words-Miami-f Ade- 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 dare in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manuGncturer or its distributors and shall be available for inspection al the job site at the request of the Building Official. This NOA revises NOAH 14.0903.06 and consists of this page I and evidence pages F.-1, &2 and &3, as well as approval document mentioned above. The subm'rlted documentation was reviewed by Manuel Per,, P.E. NOA No. .5-0512. 26,20. a'a E.Piratloa Dale: October 1fils, 5 Approval Date: Seple.ber 17, 2015 P.E. I 1" Be*:** • NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturees die drawings and sections. Submitted under NOA's No. 01-0914.01 end) 2. Drawing No. W99-10, titled "Series -238 Aluminum Fixed Window (L.M.I.)" sheets I through I I of 11, dated 02/19/99, with revision 1 dated 04/10/15, prepared by AI- Famoq Corporation, signed and sealed by Javad Ahmad, P.R. B. TESTS I. 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 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Btaacite" PVB interlayer, Dumseal4* and Super Spacer* insulating glass spacer, prepared by Certified fest laboratories, Test Report No. CTLA3056 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 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal4* and Super Spacer* insulating glass spacer, prepared by Ccrtificd Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and scaled 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 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 "Butseite" PVB interlayer, Duraseal(10 and Super Spacerrsl insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Targe 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 and project -out windows, prepared by Ilurricanc Test Laboratory, Inc., Test Reports No.—HETI-08-1143,- IlLfl4lS-2144-Hki'I-07-4287-and-IIET1-07-4298,-dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.R. Submitted under NOA Na 08-1114.06) Mnaael erex, Produel Control xxe Ina NOA N. 15-05 6 xlpira im Dnle: Omober 26, 2018 Approval Dale: September 17, 2015 8-I NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTIMMD) S. Test reports on: 1) Air Infiltration fest, 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 wirduws, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080.0301-07 and HTI-11080-0905-07, dated from 10/10/06 to 08'28/07, all signed and sealed by Vinu J. Abraham, P.E. Submitted under NOA'r Na 08-1114.06) 6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 201-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Iarge Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL- 00804303-%, HTL-0080.1107-98, HTL-0080.1127-98, H'1'L0080-0606-99, HTL- 0080.1020.99 and HTL-0080-0203-99, dated 03/%%,09/0&'96,11/10199,12/23198 and 02/05-15/99,06/07/99 and 1028/99, all signed and sealed by Timothy S. Marshall, P.E. (Submh7ed under NOA No. 01-091&01) 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 fest lab of South Florida, Inc., Test Report No. ATLr1209.01-%, dated 0220195, signed and scaled by Gerard B. Sullivan, P.E. (SubmUred under NOA No. 01-091&01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-50 Edition (2014), dated 08/05/14, prepared by AI-Farooq Corporation, signed and sealed by_JavedAli -E-4SubmlMedunderprevious.NOANo.14-0903.06) 2. Glaring complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Mnnnel ercy product Control Ea the NOA Na 15A Erpiniloa Dale: Ortober26,2018 Approval Dale: %,plember 17, 2015 F.-2 0000 0000 0000•• 0000 000000 0000•• 009.96 9 6000: 0000 0000 9000 0009 090• 09.90• 9 909 00000 Offer 9.99•• 0 9 9.00• 9.9•• 9 NOTICE, OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.02 issued to E.f. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for thew Butocite49 PVB Glass laterloyer' dated 0425/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "SaBex Clear and Color Glass Interlayers" dated 0619/14, expiring on 0521/16. 4. Notice of Acceptance No. 14-423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saftex and Saftex HP Composite Glass Interiayers with PET Core" dated 06/19/14, expiring on 12/11/18. STATEMENTS 1. Statement letter of conformance, complying with FBC-56 Edition (2014), and of no financial interest, dated August 6, 2014, issued by AI-Famoq Corporation, signed and sealed by Javad Ahmad, P.B. (Submitted under previous NOA Na 14-0903.06) 2. Laboratory compliance letters for Test Reports No. HT7.0080-0301-07, HTL-0080-0905-06 and IITL-0080-0905-07, issued by Hurricane 'rest Laboratory, Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham, P.E. Submitted under NOA No. 08-1114.06) 3. Laboratory compliance letters for Test Reports No. HTIrW80-0303.96, HTL-0080- 0303-96, HT L-0080-1107-98, HTL4080-1127-98, IITL-0D80-0606-9 and ITT[ - 0080 -0203-", issued by Hurricane Test Laboratory, Inc., dated 03/06196,09/0&196, 1223/98 and 1129/99, all signed and scaled by Timothy S. Marshall, P.E. Submitted under NOA Na 01-0918.01) 4. Laboratory compliance letters for Test Report No. ATL -1209.01-94, issued by American Test Lab of South Florida, Inc., dated 0220/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 01-0918.01) 5. Test Proposal for the qualification of Boracite® PVB glass interlayer by Kuraray America, Inc. as well as DuraseatO and Super SpocerO Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.r., Supervisor, Product Control Section. G._OTHER3 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 1224/14 and expiring on 10/26118. 4.A Maomel P.ti Prodarl Coalro P.x finer NOA Na 12.16 F:xplratloa O.W October 26, 2010 Approval Dale: September 17, 2015 F.-3 EXTERIOR 80 INSTRUCTIONS: VSE C!" AS FOLOWS. STEP 1 DEINNNE DESCN WIND LW IWAUREMENT BASED ON AAIB VELOCITY, NAD. HIOGM. WIND ZONEUSINGAPPLICABLEANRIEASCE7STANDARD. STEP 2 SEE CHARTS ON SHEETS N THRU O FOR DESWNN LOAD CAPACITY OF DESFED OIASS SIZE/TYPE. STEP 3 HADD CHART ON SHEET 9 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED INSTEP 1 ARM. STEP A F KWRARI BUG( SYSTEM IS USED USE CHART ON SHEETS 10 • It TO TATEIIIE CAPACITY. STEP 5 INE LOOM VALUE REARING FROM STEPS Z. J AND N SHALL APPLY TO ENTIRE SYSITAI. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATECGI MULLION N.O.A. TYPICAL ELEVATION RANGE RwE) MAX. ANCHOR SPACING TO HE AS FOLLOWS 17'O.C. ON LONGER SIDES IB- O.C. ON SHORTER SIDES NOTES THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY NTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING RIGH VELOCITY HURRICANE ZONE (H YHZ). WOOD RICKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SWILL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO ANCHORNC OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE A USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS NCUIORIG BUT NOT LWTTED TO STEEOALIAL SCREWS. THAT COME NTD CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REONREMENTS OF THE FLORIDA BLDG. CODE. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. v • • • 0 LYIE I'RODINCT REASEU • • RCA • AVnpl7iry MRM •NNIN i/A • WAMI^t Cads A" a N 16-o6 .1 J I • HrILEAL A 1r 00. so S s M1 QaQQ G•q LL ds call EXTERIOR DL OPG. IMM -6 1/2• 6 1w. rn. F o o cw RAPE D/NN. PROfM/LT REASED • • cenOIYIINVNI s«u1f`• a Mscc) - bl 1 0.. 0000 0 ` a t nee -) • 0\ j 11 E - II 0000•• li - ---- it E NTI-PLIEDFALSEMEARLNTO4s TIONL d S I I. qIn B IZ p zN n o u EI PVATCT 0000•0 IS r" I iWWL LEG FRAME) O .- 03 R MAX. ANCHOR SPACING TO BE AS FOLLOWS z_ 0 17 O.C. ON LONGER SIDES 18' O.C. ON SHORTER SIDES ej U o g 0000 Rx cw RAPE D/NN. PROfM/LT REASED • • cenOIYIINVNI s«u1f`• j. GAN. ]6]0 • 0000 Ib"%o.& D. Ie Ily s • e . r • drD g ra. • 0.. 0000 W"1Q nee -) • 0000•• 0000. • 0000.• 0000.• 0000•0 000 ALL ntANE AND VFW CORNERS TO T[ SEAIID NON GE SERIF OR EDON. Is Z( 2 Izs I I Len JLSU t21s iTL7w LeJa i Q CORNER KEY CORNER KEY M DOCK ST. STET( .052 THICK NMMRIY FIANCE fRAA1E VENT (5/16" LAI. GLASS) Q + o < 760. 1 • r ISI( ze;j 057 I I 1975 - A90 TYG. LL a no Er zees z.]Is u3 _ 090 Tro. R 8 r EQUAL LEG FRAME RRY PART / I ROANRR I OTARIP710N rA7eRW. wv./SUYPMM/R6rARRe 1 1CCI-373 1 e _I FLAME iRA1E 006 u NJ09EK OR EOW. 600 -TO IN09EK OR EOW. 0053 -TO EOrE%OR COW. 0.00] -Te NOVEx OR EOM'. 0.o w M OR EOIM. 0067 -TS MYDc oR EOW. 0.063-T5 RDND[ OR DOW. AIRIIOItM -- _ ST. STEEL - IKIRATAB/SCIIEGEL T.C_SNORRR SOLS ---- floK T' S5 516 Ilo X 1 -lir SS sus _ U+W WROIETER 0535 SHORE A vETNr (RISUL. UN. GLASS) m3 L75] o w 4o 990 TYP. i! noLm 3 ( LeJ 720 Ize Z L3e7- c7 8E VENT (7/16- IAM. GLASS) L-1 754 ty6Sit MY0 CGI -375: GLEE GLAZING STOP W-496: SOIARE GUZNG STOP _ I AR,AND • • ' ' E0. a rnuwlnn..xM • e0* wfY • >i Y • EE(bb 0000 1..NrKe NOIS • T'a ONr _ rr 4te15. 1_ i • dro no, l • shoe o•. SSSS.• • • s Soso** 00 NTERIAYERS-{ a 'E.t.- 0-kd Co.' LL .090' Bt. k. PVB By 'Keraroy Ammko. Inc.' 1/D" ANN. ClAii I.C. 112MDov995WV1199 AT 1/4 PDMS OB IBES 10 WIOER THAN 36" 8/16- NOMINAL. GLASS TYPE '2' NTEHIAYEA$ B7 'EmAnwn 0mrVc91 Co. Owum imos By'KI laByAByc Y Mrrka. 91c.' 090' Buloeite PVB By 'Kerma A-,ccl. Ine.' 3/16' ANN. CLASS SILICIM GE -1200OOV995 W V 899 1 I AT 1/4 POINTS ON LIES MSRSR THAN 36" 7/16" NOMINAL c1A33 TYPE 'S' PRBPOIOIANCE VALVES OF IMPACT R2819TAM WIND0WS FBG N 19EE15 T 1KN11 11 mw-" OCGL6 VINDM DMS. I GI TYPE '2' GLASS TYPE '9' CLAM TYPE Y' WIDTH Wri f W. (1) 1NT. (-) EM. (4) 1NT. (-) EM. (a) INT. (-) I9 -1/e" 26-1/2 37" 53-1/6" 110.0 1 195.0 110.0 195.0 110.0 195.0 110.0 166.2 110.0 1_95.0 110.0 110.0 166.2 110.0 172.5 110.0 195.0 195.0 110.0 120.0 110.0 146.2 110.0 1910 19-1/6" 26-1/2" 37' 53-1/Y 3ro. 110.0 110E 195.0 163.0 110.0 110.0 195.0_ 167.7 110.0 1109 195.0 195.0 110.0 1169 110.0 151.9 101E 160.5 A 94.1 1089 1181 IO&e 116.7 19-i/8" 26-1/2"" 37" SJ -1/D' 110.0 165.7 110.0 16].6 110.0 195.0 110.0 131.2 110.0 148-7 110.0 95.0 95.0 110.0_ 120.0 110.0 67.9 67.9 85.J 65.] 95.3 195.0 120.0 95.3 19-1/9" 26-1/2" JY 53-1/8" IWO 177.5 110.0 179.4 110.0 195.0 102.7 102.7 110.0 120.0 110.0_ 120.0 70.5 70.5 102.1 111.3 102.1 111.3 57.7 57.7 91.3 61.J ela eta 19-1/B' 28-t/r 37' 53-1/9" 74-1/4" 110.0 99.9 - 120.0 849- 110.0 174.6 110.0 10.0- -129.0-_- -110.0 195.0 120.0- 56.9 58.9 90.0 90.0 90.0 90.0_ 70.0 0.0 NIERIAYERS By Eadmeo CMmkW Co: 090' S-t'Yol s By 'Kerarvy Amm , Ylc.' 090" &Adte PVB y 'K.'Z Ammi-. Flc.' 3/16' HEAT SRTE11'D GVSS S&ICONC I I GE -126690V995 I DOW 899 I SOt1ARE BEMOPTIONN. .:: •:: All OIASS TYPES AT1/4 PONS ON UIES 10 1610ER THAN 36" 7/18" NOMINAL CLASS TYPE 'e' CA0. M PE ]0592 ILiFCAI. A- w4L Hylmill 0.0.00 0.000• 0000 00.00• 0000.• 0000 0000 0000 0000•• W99-1 6-s-wwv • 0000• 0000• 0000•• 0000•• 0000•• x' 11m i>m 11m In.) wa> 1Na x• x0. >al Ids 11as IW Iles 3e• .e.i m.1 ao lite we Ino FOR +110, -195 PSF = 10.0 SO. FT. 110, -120 PSI = 16.3 S0. FF. 1 1Y IIOA Imo 11m IaA lino 1xo Ir nD wa loo aDA wo _wa Yt _ _ _ _ 00.0 ooa + 90. -90 PSF = 24.0 SO. FT. u' Iola Iwa llm IxA Iim 1L N• am W am wo wo w.0. K _ _ _ _ me ]oo + 70, -70 PSF = 35.0 SO. FT. 1y N' W wa I.- 1x0 it" 1a N• W Na NA w0 w0 am N' + SD, -5D PSI = 45.0 SQ. FT. K JaYvsl..-_ 1W _tial IN] nu er s)J sz{ ]?a w mJ me w• - - - - me mo GW aa w iwl Ims Ida Ilm a' _ _ _ _ no ho K d• hA h3 ldI 1112 Id] IIp2 {Y N• _ _ _ _ AO m0 _ N' N• _ _ _ pOq app as KK NI saa w0 woN.0 ND w• - - - ]m AO K r alas aaa No wo W apn ]r - - - - Ae m.o n• - - - - N.e Vz 5 e• >J W wo ND a00 >0 _ _ _ _ ]0.0 Ao 7r m• dA W wo tao as N0. tr - - _ _ ma 1oa s.• ws NJ 1100 lap Ilm I20A er eu aa2 wo wa ioe ea n• - - - - _ Ao mo A• wa e>a Na _N.o seo wo_ 3 M' W da aao x0 10.0_ _R1p N' - _ _ _ ]OA AA x' W W a0D ISA NA d0 LL 2 Q HA 1>A W am ND AD 0Y _ _ _ _ app anA H. _ _ _ _ m0. mA J (pyy H' Ilm INA_ m Iw) IAD lam K Ilm IIm IW 130.0 Ilm 110-0 p' -- - - m0 ]0.A ,WDW_MD_TX t .l x lm IMA L09 Ixa twp id a' e1J Nl I1no 1x 11m IA.O N• se• _ _ _ _ W NA A' llm 1200 llm IIgA 110.0 H' 1W Ida llm 1x0 taq i10.0 1r da N: W soo sao w0 K - - - - W x0. - d• Ns os Iwo Im Iwo_ txo K w.o n.o aoo ipo soD wo aY _ _ _ _ eao eno v gII01' >y ria IW 1111 ins eY n: >2! wA wo eoA IAo ar -- - - - - Ao w A• Aa Aa Nn Np W wo i/ R K H• NA wJ W seA W W K K - - - - ] op ]m K x1 x1 ivf 1m _ AO 0K102WN-0 NA W NA w' _ _ _ _ W _ _de _ 1!' - - q K N] W a0D W wA W p• _ _ _ ds W Ie' tN• - - xo x0 % A' K) d) N1 wa W NA A' _ _ _ _ app N0.- ay _ _ _ _ W app YAAOW IENCIII 3 11' su_ ua eaw aa.a NA app N• -- _ w0. aoL ia• xa W W Nn _0.0 w0. -- M N.0po ]oA er - - IAo NA w• _ _ _ _ ]uo /Aa Z - N' Itm INA llm Nt.) m RIA N' IwD I11J Ilm IAA aA IY 1 - _ _ AA AO Z Z a' Ilm Itm llm 111.1 IOe2 wIJ 30' 714 ]/A Ilm Iwo Ilm 11A0 aY IsY UE OWENTEDKIAAa0.0 Np x0 K • - _ _ _ AAlaA M• _ _ _ _ xo VERfICpLLY OR WRIIONi AS 9qM/ IB01£. N' a>a WNA W - w' _ _ _ W da a- _ _ _ m0KWW0.A Na N.0 9pA KWra• n• - - - - tao Y 4 ? 21' Ilm IHS Ilm INf Iwolam 21• Iwl INI Im W 1100 W 0 e da' IN3 1W 11011 1x0_ 110.0 lam- 30.' Al A2 IAA 120.0 Ilm 12m x• as _ eu Ilm IAo Iw.e IAo x W - a_ - wo wo ipp do NOTE: na 1W tls. - -iva tY w.) N_> wa sOD wo GLASS CAPACITIES ON THIS SHEET ARE p• _wA NJ aao wA iA ro d• _ - - _ _ _ _AA m0. BASED ON ASTM E1300-09 (3 SEC. GUSTS). N• a.a we_ no w0. _ _ A SI' ]0.D ]0.D K K , rr = _ -- - - -- Ao _AA M'pp PR(Y1l1CT RGVI$[D 0.TKw• - _ - _ _ wA -NL 11MNhI e FlOINe b1 - 7S7e Aacplrlep N0. •G$ •% b• E' m• _ - - N ]0.0 A' - __ --p_ % • __.. d w" NN] • AA AA - NA w0. U 1.1••• • 0000 W99 -1Q 0000•• •• -- • 0000•• 0000 0000 0000• 0000•• • ••• 0000• 0000•• 0000•• • • 000• 0 0000•• 000• By 'Eaalm6n Chemical C9.' PERFORMAll VALU6s OF MACT pRSISTAM f,N00R8 6Up m f70a ] ef61 It lal f7TN4110N 0075 090• S.Ofs C And C619r Gl_ OIAp TYPR 'tl' WTERLAYEBS B7 'Eplm9n Ch.m-1 fem69 9m 90' 0S6nIY0. clAp Trn '0.A' By 'K -y Amerk9. Ins.' 111DM 090' W -K. POB fill. (•) I-) By 'K.," Amari- I-* XL EDGE SPACER I/e• ANN, GLASS XL EDGE SPACER ST. STEEL BY 'CMiDOWOR SILICONE ST. STEEL BY 'CAfMOW GE -1200 OR DUFASEAL BY 'OUNNFE W •QLV M' 0' 42• m 57' 66• M' R' DOW 8" DURASFAL OR SUPER SPACER BY 'OIMNW SO R SPACER Oy 'Q X' 24• 30' 42' Sa 5r w' r 60.• p' Yl' I0 AT 1/4 POINTS ALL SIZES 110-0 3/4' INSULATED IIOA 160D CLASS TYPE '2A' 3/4' INSULATED CLASS TYPE '3A' By 'E94m9n oww w Co.' 090' Wk. Cka And C.I r C... S By 'EOA . C66mi 090• S-AryGl- By 'Kurvq k-6-. Ins.' 090' BulOdte PVB By 'K -M k -d.. 1, 1/e' TEMP. GLASS SJLICONC 1/4 POINTS ALL SIZES P""RYAMM VALU6e OF OPACV RRM6TAM RRIDOIS 6001 A 9f113) 114111 11 IMM R1NM7M OfTA39 PQ9ORMANCf VAWfS W OPAIT RR9S1AM1 f0iO0I8 60W A 9fFR) wY 11 M .6991-0720 0(176 PERFORMAll VALU6s OF MACT pRSISTAM f,N00R8 6Up m f70a ] ef61 It lal f7TN4110N 0075 flNm9 MMS. OIAp TYPR 'tl' Dlap 1ttf '0.1' fem69 9m Oup V19f YA' clAp Trn '0.A' 201601 2010, VPC 'le cuss YrPt 'L' 111DM IIFIC111 fill. (•) I-) EYC (.) IM. (-) 110TH IOpR OR. (•) IM. (-) IXI. (JI IM. (-) RAIN NOCRI IM. I-) W. () 120. (-) M' 0' 42• m 57' 66• M' R' IIOA 11.0 1. 110-0 144-0 110.0 160.0 110.0 144.0 24• 30' 42' Sa 5r w' r 60.• p' Yl' N• 110-0 160-0 IIOA 160D 24• Ila• 1100 IMA JO' e1.0 110.0 120.0 1.)2' 42' 55.2 w.0 90.0110.0 49' 557 w.0 90.0 71 110.0 110.0 120.0 111J 1100 1200 1140 @OA110.0 1M.0 1NLO 120.0 n0Aw 11.4 liao 92) MAI 143 p3 62.1 43 sa9 102f A 90.0 f0A w.0 IIID 1100 f3A su 67.0 674 1100 120D 110-0 1169 24• 114.6 110.0 120.0 30" 74_d 110-0_ _119.9d1336' 76' 564 wA wA 4Y .0.6 41.6 "A 10.0 m.4 p.0 70.4 p.0 90.0 90.0 90.0 w.061.) 770._ )7. 1200_ 114] 1300. 112.0 H.6 N.6 WA 90A n.7 72.) 665 p5 NJ N.) 900 90.0 w.0 80.0 wD -;WA- 8D_s_ 570 9.1 ws 5)A SJ.7 90.0 140 w.D 60.0 90.0 Sao N' 110.0 1200 _ I lop _ 120.0 _ 0• 64' p.6 69A 90.0 wA 30.• 81.8 sl.a "A 90.o Tr' 7e" e1' 94' P' 1-39.. 00.961AMA 564 90.0 wA f0.o 104 N• 30" 3V 12' 4e' 54' 51• w' S4' 110.0 IW.) 93.8 81.7 151.0 iW.) 2" 110-0 15tJ 1109 120.0 110.0 IZOA 24' 94.1 941 11.0 Ino 30• %' u.0. 61.6 w0 w.0 36• ISa 456 90.o 90.0 564 5_3.4_ 534 51.6 514 f0.0_ wA w0 wA 01.)96.9 102.8 900 90.0_ 24' 106• 74.8 74.8 90.0 9Qo 30• 99.9 59.9 90.0 90.0N.9 .9.9 w0 900 742 24 m' M' b" 54' 5r w" u' w' p' 7Y15• 10• 109.1 749 110.0 - 1100 144.0 1140 -T".0 110. 1- 110.0 144.0 71.0. 142 71.6 60.0 80 N' 120' "I J 612 90.0 MLO 67.6 4O 6].. 6.0 0 w4 600 24• 132' 4ae 49A 90.0 90.0 1100 120.0 N' 144' N.0 u, w.0 90.00.0 1 Vf*J" LENGTH I 42. 92.7 92.> 61.7 e17 96.9 102.f 969 1029 900. 904 940 940 N' 30' 3e' 42' 46' 54' 5r w' 110.0 969 IM.O p4 110.0 120.0 IIQO 1200 76.1 )d.> 2.20 72.1 61_> 72.1 p.0 w`0 e1J n wo NO 1,0.0 11•.) w.0 wA 0.0 60.0 67.f 17.9 1 6L9 s6e -8 wA 940 w.o w.0 Sao Mao 61.2 12 ISA 75A 55.2 SSZ 22 592 49.6 _9J 470. 47.6. _. 90.0 90.0 foo w.0 f0.0 -w O_ f0.0 -wA 24' 30' 6• 4Y42' N' 1100 pf wf MO 209_ 72.) 659 110.0 130.0 110.0 _IMA w0 ;;A- 90.0 wA b' 1 1 w.5 I 605 I w.o I wn NOTE: Am - CLASS CAPACITIES ON THIS SHEET ARE MI AND LENGM ENWHSONS 1%20 BE ORIENTED VCRTCMLY OR Iq WALLY AS 5NOIN4 AB04E. BASED ON ASTM E1300-09 (3 SEC. GUSTS). SQUARE BEAD ALL G1A55 1YPESOPTMN41 f_ ' k-, PERFORYANCR YAW OP IMPALE RffiI8TAM RMDO 9 6Eew m SIf2R7 llpN 11 fan 961AW1M1 201-095 wDmov UIMs. G1A9s TM '2A' I cuss TY" 'SA' WIN IIER:III EXT. (.) IM. (-) EXT. (4) IM. (-) I9-1/6' 110.0 195.0 1,0.0 195.0 26-1/2• SY z6' 110.0 166.2 110.0 166.2 110.0 1fi63 IIOA IM.2 53-1/e• 110.0 120.0 110.0 120.0 19-1/a• 1100 195-0 1/0.0 195.0 26-1/2'38-3/6' 3]' 110.016&o 110.0 163.0 110.0 116.8 110.0 116.6 53-1/8• 6.9.3 69.3 110.o 112.6 19-1/8' 1,a0 1657 llo.o 155.7 26-1/2• 37, 5o_Sro. 110.0 - 100.9 1-39.. 00.9 110.0 110.0 147.2 116.8 53-1/6' 72.1 72.1 s5.3 115. 19-1/8' 110.0 177.5 110.0 177.5 26-1/2' 3r 109.1 74.9 109.1 749 110.0 IIOA 120.0 110.2 3J-1/6' 81.3 61.3 81.3 81.3 19-1 A. 110.0 120.0 110.0_ 26-1/2' 74-1/4' 954 95.4 110.0 120.0 120.0 37' 4 60.4 90.0 90.0 NOTE: 4 + w a=' aLOADAREALIMITS - ^ S S FOR +110• -195 PSF 9.32 SO. FT. E _ 110• -120 PSF = 16.2 SO. Fr. -- 90. -90 PSF = 24.0 SO. FT. _ ARRo A1..4o 4 E6vr CMU IlRm;cr RRVISEb u PE m oym rKA •e H>i16 CAN ANN 15'Ci51r2•(p S 3 E 11y dr4rin • • MAY 4015.IT'"": "°'" [W99-10 • 911ec 1 • • TTPIFA ANDIORS SEE G" FOR SPACNG SEE SHEET 9 FOR OESCRIPIgN SEALANT 21/9• 1' YYI z- 1/:• MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' lll11F81l1.: PRESSURE TREATED TYPICAL INSTALL ATION DEfAlL ON ALL FOUR SIDES/USING W000 TYPII'AL ANCHpR3 SEE FLEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION SEALANT v BUCK NSTALIATION BY OTHERS ItlSTALLATKNI TYPE '3' WOOD BUCK TYPE '3' 1NI - - PRESS I E TREATED _ TYPICAL INSTALLATION DETAIL ON ALL FOLIAyDES/USING WOOD WOOD BUCKS NOT BY CCI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT. FOR SPACING 9 FOR OESCRPTgN 7...1,1. E ' ,U.1J 11• 1.. 1. I.i• A . .a1, 1 1 FOR V • MIN llu H INSTALLATION B/ OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' F R1d1 S 118 0 •" Q J T ATTACHMENT TO MEfAI STRUCTURES V q K 6 OF TYPICAL ANCHORS N SEE ELEV. FOR SPACING 1N. SEE SHEET 9 FOR OESCRP"I" { 3/ 1 z 0 8s8r 9;TVATTACHMENTAPPROVEDMULLIONS , sc oea Z r. .NI• 40dR7T RPVISED a •1 C R ?m2 i1M Ile FIaMR ti L' 7Sle a I— a,oRely n`dr12 • W99-1 sne6t of I • 00 0000:0 TIPICAL ANCHORS SEE REV. FOR SPACING SEE SHEEP 9 COR DESCRIPTION 1 3/8• I S2 , ,I 2 1/B• 2-I/E' MIN. INSTAIIATION TWE 'T' WOOD ICK TW '1' MATERIAL: PRESSURE TREATED TWILL INSTALLATION DETAIL OuG Wppp WOW !LUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING 57RUCTURE. TYPM/1 ANCHORS SEE REV. RIR SPACING SEE SHEET 9 RIR DESCRIPTVH INSTALLATION TYPE '4' WOOD BLIT'K TYPE '4' l,[RIj4: PRESSURE TREATED TYPICAL INSTALLATION ATION DETA ON LSAFO VUSING WOOD s ATTACHMENTTO Tn Rq R MET ttay`71 R c _ S7 G W n q TT'PICAE ANCHORS N A SEE ELF/. RIR SPAL/IC p SEE SLEET 9 COR OESCRFfIDN S Z g u gk 1-111111 F.q: M. W FAIO00 51RUCMIES 1'RODIKY RIYISP.n '- ` ru PC. 1 TMST rnngy(Ip wiNde PTwid. jg - C bse I lot drawirq • O.h• •• v; 9- sheet_ il. • SEE El EV. HDR SPACING SEE SHEET 9 FOR DESCRIPTION I v 2 7/B__ BUCK INSTALLATION BY OTHERS INSTALeT10NI TYPE '3' TYP !I INSTALLATION DETAIL ON 1I F M 51 c/ ICIAI` WORD N=K TW ' 1AATEBIAL: PBESSHRE TREATED Wppp WOW !LUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING 57RUCTURE. TYPM/1 ANCHORS SEE REV. RIR SPACING SEE SHEET 9 RIR DESCRIPTVH INSTALLATION TYPE '4' WOOD BLIT'K TYPE '4' l,[RIj4: PRESSURE TREATED TYPICAL INSTALLATIONATION DETA ON LSAFO VUSING WOOD s ATTACHMENTTO T n Rq R MET ttay`71 R c _ S7 G W n q TT'PICAE ANCHORS N A SEE ELF/. RIR SPAL/IC p SEE SLEET 9 COR OESCRFfIDN S Z g u gk 1-111111 F.q: M. W FAIO00 51RUCMIES 1'RODIKY RIYISP.n '- ` ru PC. 1 TMST rnngy(Ip wiNde PTwid. jg - C bse I lot drawirq • O.h• •• v; 9- sheet_ il. • 24• 30- 3C 42- 45• 51- 5, W or 66' 69' 72 78' al' 04' 87, 184A 36• 19tko IBSo 24- 30- 3C 4r 4W 54' 57' 60' or 66' 119• 7r 75' 8' or a' 1 87' 54' 1950 1954 24• 30- 36' 42" w. 54' 57' 60• or 66- 69• 72' 75' 78. 81' 64' 1 87• 7r 195.0 195.0 10.5.0 1910 1960 111&0 110.3 162.7 193.6 INA 1910 1613 1912 151.3 143.4 172.1 156.4 1403 138.7 172.1 1414 1324-- - 153.1 136.6 126.0_ 131.7 134.4 12!1 11122 107.6 161.3 INA 1)" INA 1434 134.4 161.3 16.3] 126Z _ 119.5 1132 129.1 146.7 laa3 TORI 1119 24' b' 1. 13' 411" 51' 57' W 63' 66' 69' 72' 75' 6' al' 84' 87- IM2 4r IW50_ Iwo 2{' M" 38" 4r 48' 54• 57' 80' 6r 68' W' 72' 75' 78- 81• 64" 6r 60, 195.0 195.0 N' 30' 36' 42' 1C 54• 57• 60- 0.4 66• 09' 72' 75' 78' a1' 75' 195.0 164.4 1960 95.0 IMA 161.{ 1]0.2 151-3 119.8 161.3 1564 10..4 126.51960 INA 155.3 IS{.9 123.5 121.0 119.015601402 120.1147.5 172.9 117.3 116.1146.9 13631627 153.7 1112 114.7129.1 121.01165 1363 1142 106.41135 lone131.7 150.9 N' 30• 36• 42' 48• 54' 57• 60' 66' 69' 72' 75' a'- 1960 168.3 146.7 131.7 1223 21' 30'OSA 36' 42* 48' 5! ST 80' 63- or 69' 72' 75- 78- 81' 04' 87' 46' 19510 24• 30• M' 42- 4a• 54' 60' 63- 66' 69' 2' 7Y 78' el' 6{' 67' or 195.0 162.2 1e1.31936 184.4 121.0 113.21472 6..71.5 13 1024 16 161.5 110.2 101.6 175. 0- 181.1 T41.1 13D:4- 129.1 165.1 1035 102! 100.6 1204.3 1260 12610 ink 1363 161.3 99.8 151.3 142.4 24'1950 o' 36• 42• 46• 64' 57- 110' or 98' 125.7 117.7 1IDA 103.5 117.3 172.1 1469134.4 127.4 121.0_ 1363 10.-0 121.0 112.2 IMS ATION BETWEEN WES ALLOWED. 1011.7 10.5.11 402.9 24• 95.0 30" j 174.9 36- 150.6 13M4r 46• IN' 121.0 111.5N" 57' 107.7 6o• 104.2 24- 1862 30' Jr 53-1/8• J4' 120• 154.9_ 132.9 19-1/8' 1960 48" BETWEEN SIZES ALLOWED. 26-1/2' 04' 195.0 97.1 24 3r 193.6 30' 156.5 135.9_ 3e 132' 42• 910 48• 195_0 1W.6 24' 29-1/2• 1960 JO' 162.1 36' 144' 1363 42• 12110 24' 144.0 els 30' 156• 1463 126.336' 19-1/11' 195.0 j 28-1/r JT 19510 195D 19310 29-1/0.' 1910 Jr 53-1/8• 19510 195.0 NMWIDTH NO LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 19-1/8' 1960 MERPOIATgN BETWEEN SIZES ALLOWED. 26-1/2' 303/8' 195.0 3r 1960 53-1/9' 195.0 19-1/9' 195_0 29-1/2• or 195.0_ 3r 169.7 53-1/6• 144.0 19-1/8' 19510 25-1/2'195.0 74-I/{• JY 53-1/9' 161.9 13].6 TYPICAL AnHW-. SEE EEEV. FOR SPAC- 1/4- DIA KWD(-CON I BY 'HILTI' (F-163 K51, h -IST KSI) 1/4- DIA lA-TRACON BY 'FICO' (Fu" I" KSI, F7-135 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD TNRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INFO CONIC. OR MASONRY DIRECTLY INTO CONC. OR FILLED BLOCK 1-3/4' MIN. EMBED INTO CONIC. OR FILLED BLOCKS t4 SMS o0. SEiF DRIWHG SCREWS (OR DE 2 cR5) -- INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MW. THK. = 1/87 INTO METAL STRUCTURES STEEL : 12 CA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE - 3/4• MIN. WOOD AT NEM, SIL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS F< - 3000 PSI MN. C-90 HOLLOW/FILLED BLOCK AT PAW Pm - 2000 PSI MN. F i gO p S•.a iJ 1 n z n 3 r z z 1 o o voSf 11i4D MOT)UCT REVISEDa 8591 n<^IMMyy11•w9htV FIaMe ,Id T Attu l5 asTz.w30 H-20.1" D- b Q47015 "' • • e ' • ••-W99-1O sAeel p 1 • epee 00 WOM I 11EIpff I W. (-) M. (-) MD111 I HWIT I M. (-) M. (-) M•M I NEOIT I M. (-) M. (-) MOM 11(+p17 I M. (_) M. (-) Moth 19-1/ 6' 24' 195.0 195. 195.0 195.0 2P 3r 1".I 190 24' lab 19-1/ 0' 24' 196.0 195. 1264 195.0 102.1 IAS. 1710 1950 JO' 1950 19510 301 19-1/ e• 1417 190 36' 124.6 1114_ 1794 N• 1Q.2 1714 121.1 1663 19-1/ 11' M' 1666 1950 1950 193A N' 103.6 1612 131.6 1910 36' 109.6 10-1/ D• J6' tn.3 1010 91.1 151-8 1314 1910 103.9 1654 2' 1460 1958 Y 2342- 993 1f 612 133.3 iWA 195.0 4D' 1164 177.6 N' 92b d174.5 46' 96' 4. 0 1213 N• 131.6 195.0 N' 1169 lm.. 54' 67. 7 u- 6" 111.! s2- 21.. 623 s2- 1053 157.952-SY ee. 112.6 169.1 60' 917 143,5 60' 548 w 64A 10].6 6]' 1012 1542 0. l' N•87.7 153.5 or It" or 629 104 66'1213 172.7 N• 1012 1412 N' 82A N' 61. 5 102,5 69' 110.1 1623 N' 944 131.6 1' M4 1154 2/• 129.5 195.0 72' 109.6 1333 n' 67.7 A 72' 622 113.1 30• 106.9 1661 73' 103.9 1662 _ 75• 622 131.6 75' 75. 9 115.1 36' 921 IN.7 7C 2- 0.7 1574 7W 12. 4 123.6 75• 103 1126 42' 61.7 128.3 It" 1126 1304 a2- W.] 116.9 81' 769 1052 46• 106• 74.0 126.3 54' 107.6 161,5 w 611 124.6 W 714 111.0 N' 107.2 or 1010 1544 67• m. 9 110.4 or 594 1044 Sr W2 616 1015 24' 117.6 195.0 21• 146. 195.0 24• 134.5 196.0 60• 634 1002 30• 1572 190 N• 126.7 169.. 30• 112A 100.4 1' 131.6 104 36' 1460 195. N' 1+26 169.1 N• 967 1571 30' 100.) 1624 19- 1/ 6' 195.0 195. 26-1/ 2• 1910 195.0_ 3r 195. 195.0 53-1/ 6' 1614 1910 19- 1/ 0' 196.0 195. 26-1/ 2- W_3/ 8- 102.1 IAS. 1710 195032- 53-,/r 1.959 195.0 19- 1/ e• 195A 195.0 20-1/ 2' 172.1 1950 1114_ 179437• SJ -1/ 6• 121.1 1663 19- 1/ 11' 1666 1950 129.9 IWO 103.6 161232- 33-1/2- 60.t 154.1 10- 1/ D• tn.3 1010 26-1/ 2'7{-1/ 1' 1314 1910 103.9 165432- WJ I/ D' am 134.6 F . say O O i J S 0 42- 145.0 _ 167. 9 42• 104.1 lab 42- 119.0 142.1_ M' tp• 929 j12i",* O W I6' _ 113.0 1874 tD' 97 _1.0.0_ /D' 822 Il1.D t2- no O (e 54• 1210 154. N' 937 143.5 54' 77.4 123.8 40' 74.0 52- 112A 11161 SY 934 1424 57' 73. 3_ 1209 54• 679 40' 104.1 IN.1 118' 91. 7 1121 60' -74.0 110.4 24' 133.2 12-M.7 1M.1 BJ' 54.1 1421 D3• )2- 7 116.1 Jp' 109..9 #f1915 Q3b' 112.8 137.9 N' N] 1361 N' 714 111-8 _ JB' 132' 913 AT r FROM ENDS12- O. O. MAX. N - 5 1HA 72' 91.1 127.5 69' 71.0 113.9 12' 623 AT NGD/Sl1/3AN6)2- W.3 1]93 T( 6.. 6 110.1 ]2' 10. 5 112-0 16' ]..0 , p O TV 940 1303_ 75' _ m1 126.9_ m' 70- 2 112.9 2t• 121.1 1"o 76' M 1601421W ]410 _ 14 m 21 30' ' TD.1 11 99.1 165.2 _ K 61' 101.5 Imi e2- 83. 6 IIIA 61• m.1 101.1 36' 141• s4A 1414 II3` C-- -- Be 967 lab 54' _769 1164 24' ta.0 _195.0 4r 713 12J.e _ _ Wil•=^ or 9 80. 23 14 6r m 112.2 30' 17.98 lest 21• 123..9 190 yxt' tv 195.0 193.0 2.' 161.4 190 - N' 107.6 161.5 30• 1N' 1004 161.2 C i30' L_ 195.0 JO' INJ Igo t. 86.] 1.30 38' 85. 8- _1d7.J _. aN• 137.9 1"10 N' 123.9 ITL] .8' 54. 6 133.2 /14 SMS F 42- 1130 167.9 42' 112A 157.9 54' 61.1 124.6 1-112" all. MOOD EUM t 3 8AT6' F710M ENDS AND Ue' 140.o0 - 1e4e• 197 1160_ sr a" - 121.9 17' O. C. IA12. N' 1161 _ - Ins N' 101.2 141.7 69' 769 118.4 AT 14FAD/SlL/JAI,B I S' 8 4_ SP- -' _,01.6- -MLS- -Sr- _».] - - )39. 8- -Ds•- -02-- -77]= -12812- - I hl'.,( - - 60' 97 _ Ite. or p4) - 138.1 66' 76.0 114.0 - -. or 4D• 91.1 159.1 63• W 99 137.3 a9' 71.9 1123 INSfALI 471054 TVPF 'S. ? 0 c aN' 105.7 148.0 N' _ 97. 9 IJ].0 n' 744 111.0 26Y M000 K" OR WppO SIWICNRES N' 97 130.1 69' - 89. 7 1216 Am• 1 713 110.0 T.(7 y /JCT I .TKA DUAI 72- 92. 5 129.5 7r e2A 1139 2.500- .669 ON ALL FOUR SIDESILIS NG ALUMINUM BUCK SYSTEM75• 87.1 _1304_ m' yII p m• 823 131.6 m• 71A 1148 - . D• s (•- I . Oqr: .MMO MOMO 7L.f8h.p 6T F G -. 111' a" 124.6 54' Dal 107.e A45 2 u iC170592 4.a11.9.to, lk Fowdo « N• 96 1312 54' 76.0 1140 1.12 IMdM 150.5 82- 54.5 126.9 6r 714 107.6 _ 5 A• MERPpAl10N BEIMEEM L2F3 ALLOMED. .125 - .903 6 ngALUMIN1UM_BVC.K FRAMING_DETAIL .=415AFTFA70SWIM4TWU6FOMMNOOMCA "IES ALUMINUM RUCK OPTIONAL COVER •• • W99- e OSC LOWR APPtW E W WS. 6063-m 6063-T6 • • • 6heetL 1• • 00 Exr. (4) Elf. (+) W. (+) E D. M Elf. (+) OCT. (+) E27. (+) E27. (+) 10. 11OM IRglf W. (-) M. RDM IRx9R 1 . (-) ML (-) IE•M IF70117 M. (-) 157. (-) 1119111 IIE9211 M(-) M. (-) YID7R 11E70111 M. (-) M. 24' 150.0 195.5 24• 121.1 151.7 24' 106.0 110.! 24' 110.5 131.4 19-1/9' 19{2 1950 30' 145.4 1932 30' 104.4 156.9 30' 093 1210 ac 75.4 125A 26-1/2' t73.9 1950 36' 141.3 Ia0.4 36• 94.2 141.3 36• m5 109.9 36• 0.5.2 108.7 3r Zf' \ NA 195.5 8 427 loan 1413 {z' 8511 132.2 42• 71.3 911.5 42' 60.1 96.9 33-1/0" 117.0 175* Q' N• 1111 _ _ 1{13 4e• 9-.e 127.2 N• 66.3 922 46' se• 53.0 ee.3 19-1/8' 16U 1950 O I• Y w _ 94.2 _ufa 5!' 83.8 1256 N. $2.8 87.9 54' N.2 st.9 26-1/Y IRA 13.4 //8 q Sr 872 105 _ SY 75.1 113.1 Sr 61.6 N.2 Sr 47.6 Aa Sr - 1243 166.1 Z As f0' eae 121.1 o3- 663 IOFB_ 9-D" _60.8 "A S0' 40.3 _ nA _ 53-1/6' 931 140.6 v rI a3• le' 75.4 I31A a3• 62A 1093 er 72' _592- --83.5 6r 45.1_ m1 111-1/9- 135.5 194.4 +O N• sU 123.7 9-8' 723 IOI.s K' aaa 63.0 99' 44.1 73.4 Zai/Y . I2]a N' 0.11 1184 N' 679- 91.2 69' 59.0 82.9 24' 926 LISA 37' 102.7 - 128.4 n• m5 109.9 n• 62A 97.9 72• 50.9 62.4 301 m6 120.4 53-I/e' 66.7 119.1 J 2 ry 61 7r _74.1 _119.0 15' 5" "1 7a• UA 82.4 36' NA 163.6 19-1/8• 119.5 195.0 GGG 999 el ii F 7e 70.7 113.1 79• 55.4 80.7 7e' 505 90.6 42' MS 91.9 26-1/2" 92.6 162.1 61• eae IW.) Bl' 62A a1s BI' 563 m1 4e• 1N• 67.0 333 3r 742 129.5 a' iM IIIA a/' 59.5 S9.3 a' 532 _ »A 5r 46.9 762 w-1/9-" 611 110.4 W. ]17 1104 83- 366 644 87• N.9 71.6 5r 47.2 74.1 19-1/6- 123.4 195.0 _ a 24' 127.2 10.5 21• 106.0 169.0 21' _90.{ 1342 60• 45.7 71A 26-1/2' __H.4 151.1 1-t/1' N3011111150430' 903 1]0.] ]0' 602 1292 2C _912 UI.J 33- 74.0 110.{ K RK• IOB.D_ 111.3 36' SD.a 121.1 ]6• _A.7 11.1_ 3D• 77.5_- -IN.3 53-I/6• 60.] 96.4 OL Ir 1016 130.1 42' 745 IIIA 42' 632 102.5 36' 663 ".a O W 46• _ 1016_ 131.6 N' 70.7 106.0 N' 60.9 9/.R 12• 120• 50.7 88.1 _ 51' .30.1 1322 N' ".5 _ 102.6 31' 53.1 66.7 48' SSA ]9.5 57' 864 121.1 5r 6a.0 _ Ima S7' 54.1 86.6 St• 166 Ma 3 H60' 745 IIIA 60• 474 101.8_ 60' 532 04.8 24• 93.4 177.8 Q 1 N. 42' 66,2 121.1 0.l• 60 61.7 101.5 63- 73- _52.1 0.1.5 _ 30• 79.] I13.t •+;) J1S3 Z = N' 80.6 113.1 N' AA 90.9 9-e• IIA 5212 3r 13- 66.f ffi7 /14 1745 3 g IO6A 1• BS.z 9u 69• 5.311 51.4 4r 30.8 85.1 87 a' FROM EROS iI 73- _71.7 _ __119.5_ n• WA wA n' 503 me N• Slo Ga T WD J 75• 673 107.7 75' 563 905 1. •A3 80.4 24' 80.7 1443 N U C 79-' 331 101.0 79' -5]A- - s11 $0.2 80.7 ]0' 71.0 1183 1 al' 727 969 at' 50.9 79A al• 50.1 743 . 144" 60.6 101.0 84' 69.2 _1034 64' 06.5 MA 24' INA_ 159.5 _ 420 512 me • 3y5. 0, 87• 661 99.1 87• 53.6 W.J 30• 665 IM.7 21• 85.7 11_1.] ' -^ 2C 111.3_ _1767_ 24' IIIA 1649 36' 77.1 115.8 JO' 136' -72.2 1153 pp NNN 0' _127.]_ 154.2 30" NA_ _130.7_ 13- 69.2 IO]A JB' B1A 93.3 36' 1111 _1113_ ]6' a" 1217 N' 618 95.4 ICOGE5.Y IDS.a 134.6 42'113.1 54' 593 39.3/3- MR. • •I/4' OK KWp(-CON/LL7RFOON100.0 1]23 41r 73.7 1060 5r 57.9 !!.f OLSf.-' n /- 1/{' IRM CORC. EMBED 1 W" -fIp' - -56.5- -9-N- I-3/4. ML El1LD-•AIX-°®FA- 6. 5Y 721 LI 6 _ 5r 71.4 lm0 63' a• 35.4_ _ 13.1 IT oF IM ENDS OC. ALt.I - - -Pd60' m7 106.0 W 67A 968 _ N' _ 51.4 01.8 c3' 4ar es.2 1142_ 63' N• ei5 Na 69' _67.5_ 00.4 INSTALLATION TYPE '6' AT 7KAoryu/,WIB N' m7 INA _ N• M.1 _ 90.1 72' 33.0 _ T.5 w O . a+ x _ TYPICAL INSTALLATION DETAIL 27 _ 70.7, 963 69' 612 .311.9 7s' 52s 76* ON ALL FOUR SDE- USING ALUMINUM WCK SYSTEM7raea9217rw9- e3.0 / - g 75• 52.4 _119.5_ 75' b.l 561 Cry .4WM AINIO PROOUC7 RRVL4FD i y7a• 59.9 _ _042 m' Sl.a_ 82.R al' 669 393 01' 57.0 n.l MIK 10392 nO1Pt7ti 111dt •7PARIr - a4' _831 95.4 94• llwc • 8 ! er e6e- 11.39 er ENIm OLA710N eE711ceR SIZES A11(OIEO A1,11MLNUM sv c K MRAM1N c_nETn)I. 015• • U1a1 b°" • RO" TO S M 4 116.31 5 EOR 1m1DD6 CAPAQOES • • • • • fW99 -1 Q USE i.DWUl APPUGI9EE VALUES. • • • sheet • 4 - MIAMH1XkUk= Ml KI4)ADECOUYOY PRODUCT CONTROL SECTION DEPARTMENTOF'REGUI.ATORY AND ECONOMIC RYSOORCES(RER) 1l$WSW26Sna1,Roao2% BOARD AND CODE ADMINISTRATION DIVISION T(1R6)11Y2390 F(7a6)115-2199 NOTICE OF ACCEPTANCE (NOA) _ waw• al•mmaar.*^ trr^••+ CGI Windows and Doors, Inc. 10100 NW 25 Street Mismi, Fl. 331172 SCOPE: This NOA is being issued under the applicable mks and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -lade County Rb'R - 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 he valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Rude County) and/or the Al D (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assmrnnce purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIU may immediately revoke, modify, a suspect the use of such product or material within their jurisdiction. AER 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 Tare. DESCRIPTION: Series "236" Outewiag Ah minuet Casement Window - I.M.I. APPROVAL DOCUMFJYf: Drawing No. WWIOO. titled "Series -238 Alum thtswing Casement Wdw. L.M.1.)", sheets I. L a, 2, 3, 4, 5, S. 1, 6 and 7 of7, dated 12/04/46, with revision J dated 04/10/15, prepared by AI-Farooq Corjwration, signed and scaled by Javad Abroad, P.I.., bearing the Miami -Dada County Product Control Revision stamp with the Notice of Acceptance number and expiation date by the Mimi - Dade County Product Control Section. Mimi IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Esch unit shall bear a penmanenl Wesel with the manufsetads =to or logo, city, state, modcUscrics, and following statement: "Miami -Dade Coanty, Product Control Approved", unless othenvisc noted herein. RENEWAL 'of this NOA shall be considered after a renewal application has been filed and there has been no change in the opplicabk building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expimtiorh date or if (hero has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsencnt of any product, for sales, advertising or any other purposes shall automatically terninato this NOA. Failure to comply with any section of (his NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The* NOA-rmmber-preceded-by the -words -Miami -lade -County,- Florida,- Md— — followed by the expiation date may be displayed in advertising literature. If any pntion of the NOA is displiyed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mamhfactumr or its distributors and shall be available for ivapa:ti n at the job site at the request of the Building Official. This NOA revises NOAB 14-0506.01 and consists of this page I and evidence pages h-1, E-2, R3 and E-4, as well as approval document mcmti niA above. Tare submitted r1mumenta ion was reviewed by Manuel Perez, P.E. NOA No. 154512-19 ExpirationExpiration Oat.: Orbber 26,2016 p e Approval Dale: Seplember 17, 2015 t/1i115 Page I Be*:** NOTICE OF ACCEPTANCE: EVIDENCESUBMITTEU A. DRAWINGS 1. Manufacturces die drawings and sections. ' Submitted under NOA's A 96-0417.03 end 0 01-/002,03) 2. Thawing No. W98-100, titled "Series -238 Alum Outswing Casement Wdw. (L.M.1.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12!01/98, with revision J dated 04/10/15, prepared by AI-Famoq Corporation, signed and scaled by Javad Ahmed, P.E. B. TESTS I. 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 along with marked -rip drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Bulacite" PVB interlayer, DurascalO and Super Specer(V insulating glass spacer, prepared by Certified Test Tabomtorics, Test Report No. C'1LA3056 WA, dated 03/03/15, signed and scaled by Ramesh C. Patel, P.B. 2. Test reports on: 1) Uniform Static Air Pressure Test, loading per FBC TAS 202-94 2) Targe Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wird 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 "Bu acite" PVB interlayer, DurdsealOD and Super SpacerO insulating glass spacer, prepared by Certified Test laboratories, Test Report No. CPLA3056 WB, dated 03/03/15, signed and scaled by Ramesh C. Patel, P.E. 3. 'rest reports on: 1) Uniform Sialic Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impacl'l'csl per FITC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,'I'AS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Durascal* and Super SpaccFO insulating glass space, prepared by Certified Test Laboratorics,'rest Report No. CTLA3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.B. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressurc 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 FDC, TAS 203-94 6) Forced Entry lest, per FBC 2411.3.2.1, and TAS 202-94 along with matted -up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing laboratories, Test Report No. CI'L-3009WB, dated 03/24/14, signed and seal d by Ramesh C. I, P.E. Submitted ander prev)ons NOA 814-0506.01) Manael Pe .Y.. Prodael Control rn {ate Nl1A No.l 1L., Expint{on lhle: Ortobrr 26, 2018 Approval Uate: September 11, 2015 F.-1 NOTICE OF ACCEPTANCE: EVIDENCESUBMITTED B. TE.S'1.'S (c( rrmuco) 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 FDC, 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 nluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 1120/12, signed and scaled by Henry Hattem, P.E. Submitted under NOA 0 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FDC, TAS 202-94 2) Uniform Static Air Pressure Test, Lording per FBC, TAS 202.94 3) Water Resistance'I'cst, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, arbd "1'AS 202-94 along with marked --up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing lab., Inc., Test Reports No. HTI.-0080- 0301-07 for specimen A and B, and HTI,0080. "47 for specimen B and C, dated 09/21107 and 10/12/06, both signal and scaled by Vinu J. Abraham, P.E. Submitted under NOA Y 08-1010.02) 7. Test reports on: 1) Serge Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,'fAS 203-94 along with marked -up drawings and installation diagram of an aluminum oulswing casement window, prepared by Hurricane Engineering & Testing, Inc.,'1'cst Reports No. HF.TI408-2143, IIF.77-00-2144, mm -08-4287 and HEI'1-07-4298, dated 06/27/08 and 07/17/08, all signed and scaled by Candido F. Font, P.E SabmhW under NOA R 08-1010.02) S. Test reports on: I) Large Missile Impact Tcst per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per I'BC,'1'AS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by I luricane Test laboratory, Inc., Test Reports No. IITL-0080-&103-% and 11'17.0080.1107-98, dated 03/06/96 and 11/1098, both signed and scaled by Timothy S. Marshall, P.E. Submitted under NOA's k 96-0417,03 ma N 01-100207)._ Manuel e Yroduel CnWrul F.e m NOA N. 15-0. 12.19 F.xpiratiw Date: October 26, 2018 Apporal Ilalr. Septenbtr 17, 2015 F-2 B. C. D. E. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED TESTStcounmuuol 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per IBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202.94 4) large Missile Impect'fcst per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry'l'cst, per FBC 2411.3.2.1, and TAS 202-94 along with markcdl uW drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTI, 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. Submitted under NOA 0 96-04/ 7.03) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Famoq Corporation, signed and sealed by Javad Almond, P.1? Submived under previous NOA 0 14-0506.01) 2. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE. 1. Miami -Dade Department of Regulatory and Economic Resources (RF,R) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their SentryGlasO (Clear and White) Glass laterlayers" dated 06125/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their B•tacitA 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 lh:ir "Napex CP- Saflex and SaBex IIP Composite Class Intedayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptor= No. 14-0423.17 issued to Eastman Chemical Company (MA) for their `:SsBex Clear and Color Glass Interlayera' dated 06/19/14, expiring on 0581/16. Manut Per r. Prvularl Caalml 8x ni r N0A Nn. I 19 Prot.. Dnre: rinruber26,2018 APP -1 DW: Crptoob,, 17, 2015 r.•3 NOTICE OF ACCEFTANCF.: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformmwe, complying with FBC. 5' Edition (2014), dated April 11, 2014, issued by AI-Farooq Corporation, signed and scaled by Javad Ahmad, P.E. Submitted under previous NOA 014-050601) 2. Proposal No. 131098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. Submitted underpreviousNOA k 14-050601) 3. Laboratory compliance letters for Tcst Reports No. ATf. 0080-0301-07 for specimen A and B and HTIA0804)90547 for specimen B and C, issued by I lurricane Test laboratory, Inc., dated 09/21/07 and 10112/06, both signed end scaled by Vinu J. Abraham, P.R. Submitted under NOA k 08-1010.02) 4. Laboratory compliances letters for Test Reports No. ifE- -2143, IIF.TI-08-2144, HETI-0&4287 and IiETI-074298, issued by Hurricane linginecring & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and scaled by Candido F. Font, PX Submitted under NOA 8 08-1010.02) 5. Laboratory compliance letters for Test Reports No. MI'IA08"303-% and fill -"90-1107-98, issued by Hurricane Tcst Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.N. Submitted under NOA 8 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTI -1003 and FfL-1041, issued by Fenes(ration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. SubmiNed tinder NOA 0 96-0417.03) 7. Test Proposal for the qualification ofBuMcitee PVH glass interlayer by Kuraray America, Inc., as well as Durasesl0 and Super Spocer®Slandard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by REP, Pn)dw:t Control Section, signed by Jaime Gascon, P.li., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptanitx No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Ca==nt Window - L.M.L. approved on 06/26/14 and expiring on 1026118. Maarel ern I Pmaoel Canlrol P.a NOA No. I .19 xcpirarioa Dare: Odol-26,201 h Approval list,: Septeutrer 17, 2015 I K-4 sees to 0000 sees•• 00 • 0000 000.0• sees•• sees•• 41.41•sees 0000 0•00 4004100 41.404P• 0• sees• 0 410••• 00.0• 00041• 000•• 0000• V r a OCI C I SNIDBCK AT DMACT VMOVS ONLY W i e FOR GLASS TYPES. (— REFER TO SHEETS 3 AND 4. w-)' 1 II s• MAX. m. CAL LOCKS I N ff3 2 LOCK RIMS ALL gaEs n ' ii It•— —FALSE NIRTTR4 II iTDML k Tip. T vENr NDT11 vExr pOTH t• TYPICAL ELEVATION EXTERIOR HATED PONTLOCK rig I i L1xM M Tf POINT LOCK nY tnuTH' ALT. ro flA LocKs AALLL TO OCKS 4i I`M=. T'LOe liS 2 to •rroLi 3e' 2 3 i 3 .. IT 2 Cel-- O) s THESE-w•wolrs ARE ITA•IE i/ SMAII-GiwM 0. SHUTTERS ARE NOT REOUW . . . INSTRUCTIONS: s *0 • _ _ _• CHAINSUSE AS FNIIWTS.__ __,. _. T HOSES: FOR MULLIOT T•UNITS. REFER TQl STEP 1 DETERMINE DESIGN MMD LOAD REDU•EYEM LASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I SEPARATE CGI MULLION N.OA ON VOW VELOCITY HBLOC. ECHT. FMD ZONE REDUIRBINEMENTSOFTHEFLORIDA DING CODE INCLUDING HIGH VELOCITY USe1O APPLICABLE ASCE ] STANDARD. HURRICANE ZONE (MM2). STEP 2 SEE CHARTS O+ ARD" 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHCRS. MUST BE ANCHORED PROPERLY TO TRANSFER PRODIICY N1:VLSlO • • • CAPACITY OF %SO" GLASS %TWTYPE LOADS TO THE STRUCTURE. K / y2 uN' l alpnPl)YIexW Oe llsiY STEP 3 115wG CIMRT ON SNFEI 6 SELECT NIL1WIt OP TOM ANCHORS SHALL fE AS 1151FU. SPACED AS SHOWN q1 DETAILS, NggR$ l!pQgta r MTH OESSGN NTNG MOTE THAN DESIGN LOAD SPECIFIED EMBEDMENT 10 BASE MATERIAL ANLL BE BEYOND WAIL DRESSING OR STUCCO. w SRP T ABDVE. ANCHORING OR LOADINIC CTNIA TIONS NOT SHONN w THESE DETAILS ARE UIi STFl IF AIUMNAA 0" SYSTEM TS USED USE ONPT ON NOT PART a THIS APPROVAL IT M. SHEET Z TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 5 TW LONC51 VAWE.SLI IWG FROM STEPS 2. 3 AND ML SHIMS TO BE HKi/ APA(:!. NON-MFTMLIC AND NON-COMPRESSIBLE. 3r • o^JJb Goring r l N98-1.00 etNx l of 7 • a0 a WINDOWS ONLY W J,f FOR GLASS TYPES. x l-- °L °PG REFER TO v mTN SHEETS 3 AND 4. BBloow NIGTN _ EXTERIOR O.L OPG. Bw-B I z• F B• 11X. TYP. CONNERS K sir== Irl A ggaate<8 allIIiII II UWACE MRIEB FRSE MORINS EPip1/iL II \ II J I CNV. ]YP. O Ci O TYPICAL EVAN AT 45 N EOU11 LEG nWA) O POW LOCK 4ALI W LOCKOCI(' I LOCKS W LOCKS YNI. WDW. LOCKW%. BqL LOCK c NEBBIT POINTS E y JWIOJ 1'ROWLT KI:VISN• • • o T • • • 1 CAN. ]• • • •yµbL bVs f o LceW+ la N. 2 • • • f P. 0- trarinq r. sAeel 1.1-171 ALL FRAME AND WNT OORIER3 M BE SEALED 6081 Q SILPNIF OR EOW. L"" _ 9Y0 iYP. L 2.410 jI lzzz-J •, GOC_ M U :LANCE FRAME Q VENT (5/16- IAM. MASS) 8 766 1.1137- Ion A90 TTY. 2.466 2713 1. _ .. _- GLO TW. EQUAL LEG FRAME VEM (W$IJL. TAY. CIASS) $ S(--W57^ WYARf./RVPPI2O1/IIOMII —— I Q WMIDt OR IAIM. NOYL]t OR E016V. 990 TYP, abS NOV.EII OR COIM. 19]3 I 1—IClGYDIOREiK2V. -- - IL WOALETc oR-muv. 2 z SCKIEGEi AP115 VENT (7/16- LAM. CLASS) SGIEGEi 0-I.ON IwnN, nAaEo Y/ (6j /d x J/6' ss m 75• IRRIL ARMED YI L>) %! % J/6 SYS dW MERLOCK -_ .—_•_ ( 8 i p: h ATTAam Yl (xi llo Y a/e' ss sus .w7 L u` dTWII14ATYOIEDY/ (:j 6 Y 1/0 R SYS r Ixoa - - U CEI -375: OGEE OWING STOP 1RInN, AITAG(D Y/_ W IO % 3/6. 55 SYS_- c 4 k £ 8 K I -I •' ss sus ls] eoe 9m ' g 1_ 1 - s^aai 6r7 ':: CGF-3%: SWORE STOP Fiq: A16YD • • cAaI fROT71R.-rKrwslA • • • .• • • IYrLY L'A6e E' Y] d- 98 *198*1 •i IEEJI i z6zs WA77FRY O°SCOPIIDM YA70"" u CORNER KEY ll ,ow IMGK S1. STELL CORNER KEY 962 TNCK AILKAWY L"" _ 9Y0 iYP. L 2.410 jI lzzz-J •, GOC_ M U :LANCE FRAME Q VENT (5/16- IAM. MASS) 8 766 1.1137- Ion A90 TTY. 2.466 2713 1. _ .. _- GLO TW. EQUAL LEG FRAME VEM (W$IJL. TAY. CIASS) $ S(--W57^ WYARf./RVPPI2O1/IIOMII —— I Q WMIDt OR IAIM. NOYL]t OR E016V. 990 TYP, abS NOV.EII OR COIM. 19]3 I 1—IClGYDIOREiK2V. -- - IL WOALETc oR-muv. 2 z SCKIEGEi AP115 VENT (7/16- LAM. CLASS) SGIEGEi 0-I.ON IwnN, nAaEo Y/ (6j /d x J/6' ss m 75• IRRIL ARMED YI L>) %! % J/6 SYS dW MERLOCK -_ .—_•_ ( 8 i p: h ATTAam Yl (xi llo Y a/e' ss sus .w7 L u` dTWII14ATYOIEDY/ (:j 6 Y 1/0 R SYS r Ixoa - - U CEI -375: OGEE OWING STOP 1RInN, AITAG(D Y/_ W IO % 3/6. 55 SYS_- c 4 k £ 8 K I -I •' ss sus ls] eoe 9m ' g 1_ 1 - s^aai 6r7 ':: CGF-3%: SWORE STOP Fiq: A16YD • • cAaI fROT71R.-rKrwslA • • • .• • • IYrLY L'A6e E' Y] d- 98 *198*1 •i IEEJI PMT / WA77FRY O°SCOPIIDM YA70"" 1 C 371 RMM FROG:t. fio0.7-T M CCI -397 MAL TEG FRWE VEM (3/16 L1IL CIAO) 6GW-T6 6061 T62Qi370 2R CO -J01 toll (YlSfll. I.VI •ASS) 66N-16 xc CCF -J63 vERr (i/16 tAM cuss) ' -- — -- aao Te Gd -S73 GGFE GAZ/IG 6E7p CGFJ26 l J A U MRE CIAZbIG its __ MRl-14 4 AMo T CK CGRIIp1 KEY 0 W -m— OKI102 KE1' 3 6 M -•SS _ M W -M FRAYS YFATIEK$nf M 7 0230 -N -LBO AS mm VENT YEAnE1gTtlPPKIG 6 JS -to -00-f0 2/ VERT 4 RYt MW AT IOP Mq WffM — STEtt 6 N -t]-00- i/ VFM FACE in T LOCK WA.n POWE Lofts— •—. —_ 3 n I j VEM Yllln rVM LOG( -- -- - 10 11A 2/ vGR I— 110 MCK 1AGc KEEPEG_AT MMM NIB FACM LOCK 6PWTGR (aPtglMy - oPEM10R (Dmxo I) —_ —.•. 51EEL S1FFy S1EEL CGL WR 12 J JOl] 5A 1 OPERATOR TR/A2t _ STEEL- i/ W1IJ FRAME Am VEM ASXIYLY SCREWS f0 INIFAIAYEFSI-..090WdAa le PYB ••• IIY 'I(umM Am 6m. Inc! I/8' ANN. CLASS SILICONE EE-1200110179% DOV It" 6/Is N 11 TV PR •P' jEIMYFRS IIIIERIAYE% OM'Sa&,Glm SenIryCJ6a6! Kummy Alewric9. 11c. Oi Kumrn2 AIm11m. L.OBDO111ecAe PVB__. __: uromy Ame)e9, Ine: DY •Hammy Amuk9. Inc.• 3/16' ANN. GLASS 3/16• NEAT STROIU /LASS 41_ SILICONE 1 1 SILICONEGE-1200 1 GE-1BW995IOOV995 80V 999 DOW 699 5<MUNETWAD ALL C1A52 TYPES 7/16- NOMINAL 7/16- NOMINAL CLASS TYPE •9• CLASS TYPE •6• iB PENVONYANCR VALUES OF IMPACT RESISTANT 00/0003 PEIIFYOIDIANCE VALUES Of OPACT RXSWANT WRIDOBS MD NMNA RC09RCe A = IKIFe T9 RRLIS a Tall l 1Q1 a157.61A1Hn 0[OLf N3T11 A 99ETf a T461) MVI B6TlUl1011 fARa3 PRRTORYANCE VARIES OF IMPACT RESISTANT 8000 M 9UI1Y116 IWI6K6 IIftE9 TI LAIlO f T9A1) 1011 a1fR114aW (ILYI.l 0010011 DORM. 048E TTR Y• ciAss TYPE y 121498 TYPE '6• RAIN IIOfNt 1194 1950 1NT. (-) EMT. I.)I.W. I-) E.T. I+) 120. I-) 20• M' 110.0 191.3_ 110.0 195.0 110.0 1954 181.9 two 1910 110.02/' 1954 110.0 195.0 INA ^ 1" 1910_ 28' 110.0 110.0_ 195.0_ 1950 195.0 0' 3Y 6' 1100 110.0 1205 121,1 110.0 110.0 1910 195.0 110.0 110.0 3r 2' 107.9 101.9 110.0_ 1954 110.0 1950 p• 19-1/0' 91.1 97.1 110.0 95.0- I IQO_ 110.0 42' 6' 92.5 925 1104 120.0 90.0 900 20• 26-1/2' 110.0 IMLS 1100 155.0 110.0 95.0- 24' 40 1104 _ 1368 110.0 1950 110.0 1910 28' 3Y 110.0 1169 IloO 1954 110.0 1950 1/04 1107 195-0_ IMA 3p' 32' 4Y 1100 101.1 IIIA 101.1 I LOA IIUA 195.0 1950 38- 925 110.0 110.0 120A 1104 120.092.5 0.1.3 1104 121.0 110.0 IMO - p• IIaA 03.3 4Y TBA 79.3 110.0 tno 904 60.0 M' 1104 ItS7_ 110.0 1954 1100 1_950 TI' 50-5/9• 110.0 121.1 110.0 _ 1950 110.0 1850 20• 1038 la.l_ 110.0 1950 IIOo 1300 30• 32• 40' 91_1 _ 91.1^ 91.1 _ 91.1 110.0 110.0^ 195.0 120.0 IIQO 110.0 iMA IM,O_ 36' 66' 80.9 80.9 1100 120.0 110_0 200 46' 720 721 - A 110.0120.0` 1104 110.0' 120.0' 42' 89.1- 57-5 110.0 IifLO 90.0 w.0. 20' 110.0 139.5 110.0 1950 Ito A 113.0 24' 90.0 101.9 110.0 195.0 110.0 105.0 _ 28' 6Y 92.5 110.0 110.0 110_0 120.0 3p• 88.2_ 84.4 88.3 1194 IMO 110.0 _ IMA 32' 54' 809 80.9 110.0 120.0 110.0 IM.O- 36' 71.9 11.9 110.0 1 .0 IWO IMO_ 40' all 844 110.0 IM.O 110.0 120.0 42' 61.) 61.7 110.0 120.0 60.0 6B.D NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 11ECLARAIORY STATEMENT DCA05-DEC-219 24' 76' 05.0 95.1 110.0 1950 110.0 Ixi9 20-1/2' n 1194 1950 1100 1954 1104 195.0 60.0 M' 0.7 613 VIA 120.0 1100 MA 3Y 28' 1100 LISA 110.0 1954 1100 1910 120.0 b' 73.2 110_0 IIOA_ IMA 110.0 120.0 1200 42' IN. 110.0 1261 1100 195.0# 110.0 1950 51.3 2' 4'A• 12 T2.0 110.0 130.0 110.0 1200- 19-1/0' 1100 190,6 110.0 195.0_ 110.0 193.0_ 40.3 6' N.8 W.D 110.0 1]0.0 1100 120.0 26-1/2' i10.0 IS]_S 110.0 1954 Ilao 193.0 40 604 WA 60.0 800_ 3Y 965 963 110.0 1913 1100_ 110.0 IY 00.0' 60.0- 60.0- 00.0 12' 964 Bill 110.0 120. 1100 1204 20• 80.7 06.7 1100 1910 IIaA 195.0 19-1/8' 110.0 1445 110.0 1934 1954 110.0 1950 24' 73.4 73.4 1100 120.0 1304 26-1/Y 50-5/9• 19.7 104.3 110.0 110.0 1960_ 29' 61.2 - 841 1104 1200 120.0 37' 74.7 24.7` 110.0 1]0.0_ IHIA 120.0 30' 66' 606 606 110.0 IMO IMO 4Y 65e 655.8 110.0 1204 1104 1700 3Y 575 57-5 IMOD 120.0 120.0 19-1/6' 90.7 101.2 110.0 195A IMOD 19536' 60.0 60.0 26-1/2' 6Y 744 T)A 1104 1200 110.0 IMO p• 60.0 604 60.0 i600 JY 000 604 110.0 WAI 120.0 110.0 120. 020' 86.4 66.1 110.0 IMO 42' 604 60.0 60. 024' 56.1 56.1 1100 1950 IMO 1200 IMA26-1/2' 19-1/6' 0.1.0 63.0110.0 IMO 20• 489- 110.0 IM.O A-1/4' 466_I6b 110.0 IM.O IIOA 120.0 30• 2• 4D.B 460 160 110.0 1xi0 IMO3Y-%A" AINos9e32' 416 43.6 110A IMA IMO3Y 7Y 36.3 363 56.3 56. 3AI.0 p.0-600 1' 60.0 60.0 _ 60.0 00.0 LOW MAX. LOADS TO 171.0 PST MEN MULTI POINT LOCK 6Y •IIEIRLOCK' 79• 00.0'-m6- 60.0- 600 is USED d 52.0 110.0 IMO 110.0 120.0 1• 436 134 1104 IMO IIQA Ixio SUE 3Y K 7Y APPLICABLE TO FLAMM SEE SHEET 1 FRAMES OXY 26' 76' 30.1 30.1 IHX0 1200 110.0 120.0 30• n 110.0 IMO1 0o. 60.0 32• 8 g b d).n11 9 VIA 00.0 60.0 MA 20• 11.5 41.5 IIOA IMO 110. 120.0 24' 34.9 34.9 1100 120.0 110.0 20.0 e' IN. 110.0 120. _ N.5_ 51.3 30• 31.2 51.1 _ 51.2 31.2 32" 463 40.3 40.3 40.3 NOTE: LOAD/AREA LIMITS FOR +110.0. -120.0 PSF a 16.34 SO. FT. 110.0. -195.0 PSF = 10.00 SO. Fl. AI6Y0 i a n PROOIIGF RI:VIS • • caa6'tYTa6 wi1104: FOTYa 49aR4 n 8 g b d).n11 9 D4dt I19i n wsa-100 • 13 sAeclj of 7 f • PnYORILIMCE VALUES OF IMPACT RESISTANT 1TR7DOR5 PAtTORMANC9 VALUES BF IMPACT RESISTANT WINDOWS NO TIA1fRR RPlrm By iaetm CAl I Ca" 0 wN1I9Y N OAMOD 11NfR W 51[Tit ! 901) W9 9151N1ABM1 RIPS By E -I- 121rm 1 C9: 9[RA W 4QR 5 awl 6011 44RNU1N1 Eli WR009 DIMS. 090• SON. Char And C9 GIw) CLUOI TYPE '3A' 090• SOB.. CNR hW Ce GNr1 G w TYPE YA' CIAS9 TRE '3A' By TeMWen ct-..a Go' CLUB TIT[ TA' By Te linen a..kW Co: IBUTII NTETMYERS 090' S -6,6W NTEIBAYERS 090 -S4n6yCNl INT. (-) W"I By "K -W Americo. N.' ER. (4) By 'KUamy AnwiM Inc.' EXP. (4) INT. (-) 090• B.Ww PDB WICH! 090• But- . Mm1M1co. W. (-) EXT. I.) In (-) W •K-Oy AyK. By 'X -y A-Aco. IMS 1/8• ANAL CLASS I/e• TEMP. SASS 968 SILICONE 110.0 1950 SILICONE 110.0 1950 12D0NOW995 24• GE -1209Dw995 161.9 195.0_ Dow e99 856 Dov 999 E SPACGYAS1p11 ER 120.0 26-1/2• XL EDGE SPACER 110.0 2010 ST. STEELXL 8EDY 25• SLTTOIG BLOCKS ST. STEEL BY 'CARDINAL' 1308 SETTING BLOCKS 195.0 2Y e13 110.0 OLWASUL By .OEX'- WI 3Y EPDN DURASEAL By 'OWNEIC EPOM OR SUPER SPACER BY'OIIIMEX' OUROMETER 0525 OR 3/4" INSULATED RIPER SPACER BY'OUMIEX' OUROMETER 6535 3/4" INSULATED 110.0 19i0 GLASS TYPE '2A' CLASS TYPE 'SA' PnYORILIMCE VALUES OF IMPACT RESISTANT 1TR7DOR5 PAtTORMANC9 VALUES BF IMPACT RESISTANT WINDOWS NO TIA1fRR RPlrm PERFORMANCE TALM OP IMPACT RESISTANT VND0115 NO 311aW3 1te100 0 wN1I9Y N OAMOD 11NfR W 51[Tit ! 901) W9 9151N1ABM1 RIPS TERN W 6KAT5 ! TMM fl• IIRDLU90X Mo- 9[RA W 4QR 5 awl 6011 44RNU1N1 Eli WR009 DIMS. 96 TTPE TA' CLUOI TYPE '3A' RNOUR NWS. G w TYPE YA' CIAS9 TRE '3A' 9IMYOP ROIL CLUB TIT[ TA' GLASS TYPO IBUTII I MIT 4) IM. (-)JUT. 4) INT. (-) W"I IIamr ER. (4) IN. (-) EXP. (4) INT. (-) DOM WICH! EXT. (+) W. (-) EXT. I.) In (-) 20• 0 IMS 110.0 1930 20• 968 1125 110.0 1950 19-1/D• 110.0 1950 IIOA 1910 24• 0 161.9 195.0_ 24' 856 95.9 110.0 120.0 26-1/2• 110.0 2010 IIOA 193.0 76.) 25• o 1308 110.0 110.0 195.0 2Y e13 110.0 120.0 3Y 195.4 110.0 19101100 110.0 128.1 110.0 19i0 W' 0 2 129.5 1100 30' 712 77.7 1100 120.0 42' 1. M, A 121.4 110.0 910 195.0 3Y 6w 110.0 1211.o70.2 72.e 10-1/6' 110.0 190.9 110.0 1010 K• 9 107.9 110.0 1910 36' 64A 615 110.0 120.0 26-1/2' 110.0 1715 110.0 1910 1 97.1 1100 120.0 10• wo 803)'I20A 42• 3 92.5 110.0 1260 sY 6DA 60.0 42' 86.6 868 110.0 120.0 20• TWO 166.5 110.0 1950 2D' 807 86.7 IIOA _..- 120.0 109A 19-1/8' 110.0 1N.5 110.0 195.0_ 24' 110.0 1388 110.0 10&0 N' 77A 73.4 64.2 IWO 2e-1/2 Sro. 99.) Iw] 110.0 195.0 2C 110.0 1189 IIOo is&0 28• 11 0 1]ao 3Y 1 A.) Ilao 1211.0 JD' 11&0 111.0 II0.0 30' 86' 61.2.. 60.8 1{0.0 116.2 42- 658 656 110.0 120.0 19-1/6• 907 Iw3 IWO 1910 32' 4Y Iw.l 1w.1 IIOA 19&0 120.0 3Y 57.5 60.6- 57.5 110.0 112-_2 36' 923 110.0 120.0 6' WA 6n0 26-1/2" 74.9 77.9 110.0 120.0 40• 925 033 63.3 40' 60A 60.0 37' Or 60.0 60.0 110.0 IIIA 20' 24' 66.4 56. IV 66.4 56.1 1100 109.3 120.0 109.7 4Y 79.1 79.3 110.0 110.0 170.0_ 120.'0 42' 60D 60.0 20' I1a0 145.7 110.0 1950 19-1/8' 83_0 110.0 120.0 24' 1100 121. 4v 110.0_ 95.0_ 26' 69 95.J 95.3 26-1/2-174-1/4'- 63A 46.6_ 46.6 90.9 90.9 21' 104.1 Iw.l_ LOA_ 120.0 JO' 72• 46A 101 409 69-0_ 89.8 _ JY 59.0 59A 3Y T' 58.3 563 30' 97.1 97.1 I 110.0 120.0 32' 43.5 436 830 65.0 32' 4B, 91_1 911 1..0 1200 Jfi• 60.0 80.0 36' Bag10.0 1200 UMIT MAX. LOADS TO 171.0 PST WHEN WUI POINT LOCK BY "RE7RL(ILICJZ' W 60.0 60.0 10' 600 72810.0_ fl 1200 _ 78' 00.0 60.0 IS USEO 2." 24'43.9 52A 52.0 4}A 101.3 5&4 LOIS 614 42' TLA_ 01.4 69.410.0 120.0 SME 37• % 77• APPLICABLE TO MtICE FRAMES OW 2D' 110.0 1293 IIOD_ 24' BBA 107.9- IInO 195.0 1910 26' 18' WA 301 74.3 74.3 SEE SKEET 1 2B' 92.3 92.5 110.0 120.0 _ 32' 600 coo- 20• 41.5 41.5 O.8 W. 30' 54.4 e6.3 110.0 ry 120.0 w• 509 110.0 120.0 24' N.9 34.9 0.0 68.0 36• 719 11+9... 11.0 120.0 ri' e4' 393 NOTE: ws^ no.o Ina lo' m.2 54s sls LOAD/AREA UMIIS 40' s- FOR 4110.0, -120.0 PSF - 16.34 SC e' 61.7 01.7 no.o 7aa 32 45.3 463 110.0, -195.0 PSF = 10.00 S( 50041E OFADTIONAL All op" TYPES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-OEC-219 n¢: JAWED NYID • • C0R • yKOWK7 MI(TISFJ • • • M PE 97¢592 wi19 •Tbli CAN. 5n •• • 6L 14,.(6`ir1A FT. FT. L/ p)• • • I-.NEL_ CC// VJ_' IF N TYPCAL ANCHORSSEEELEV. FOR SPACKM SEE SHEET 6 FOR DESCRNION I.' 2-1/Y MK INSTALLATION TYPE '1WOOD BUCK TYPE '1' MATERMN' PRESSURE TREATED TYPICAL INSTALLATION WAS I' ON -ALL FOUR SLOES/USING WOOD NCAL ANCHORSEELEVFORSPAC.W E SHEET 6 FOR DESCRPTION I la- kI W.1 I m 101ZW J. n I T,PICk ANCHORSSEIDEV. FOR SPACING SEE SHEET 6 FOR OESGRPTION 13/6• _ LS SCKNR . I I SEALANT _ MIN. BUCK INSTA"WH ITN OTHERS B" INSTALLATION BY OTHERS 1. 4IN. ,• MIN. INSTALLATION TYPE '3' WOOD BUCK NPE '3' INSTALLATION TYPE '4' WOOD BL3CIE TYPE '4' EIAHIM L: PRFSSLIRE iREAIED _ _ -. PRESSIAE.TRGTm _ _ TYPICAL INSTALLATION DETAIL TYPICAL INSTALLA7ION DETAIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDEVUSING WOOD ALUM CHANNEL 3/4 if i• K 3/4• K 1/8• 2-,/Y LONG AT ANCHOR LOCATIONS n WOOD BUCKS NOT BY CGI CORP.. MUST SUSINN LOADS MPOSED BY GUZMIG SYSTEM AND TRANSFER e!T. ANCHOR I(K'!TK)N THEM TO THE BUILDWC SIRUCTURE- .WITH- SHEAR CLIP METAL f € STRUCTUNES A¢g T/I1. 718(. IIW C V n yRlI g O ATTACHMENT TO t i uF7AI cTa,rnTaFc i N 8w e• L•E o SEE EEEV. TOACING ^ tV O r SEE SHEET 6 FOR OESCRPTION ii ii 3 g11 II II ; ZCe ii 1 U C AT7ACHIAENT APPROVED MULLONS 2 LS Y 44'43 C-:.wYAD "" 4,00000 LI: OtWI RN:VISE . • K !r2 dCAM. 11P M JL` • naNNt arawirq ra. CW9$ t j1(1 si of 7) • RFL1 ANCHORS 0009 SEETYPWX SEE DLV. FOR SPACING Mr M A,WID SEE SHEET 6 FOR OESCMPIION d.wh-05L.J-f 14 2i— v 2-1/2' MN. 4 INSTALLATION TYPE I WOOD BUCK TYPE 'T' LISTIM- PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SLOES/USING WOOD BUnc INSTALUnoH 8Y OTHERS - fi NAE _ _ _... _ _..._..y. --- _ — _ INSTAII_ATION TYPE '3' WOOD RUCK TYPE W Mme: PRESSURE TREATED TYPICAL MLSTALLADON DETAIL ON ALL FOIAt &DES/USING WORD WOOD DUCKS NOT BY -CGI CORP.. MUST SUSTAIN LOADS NWOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ---1 TYPNA\ ANCHORS SEE ELEV. FOR SPACM SEE SHEET 6 FOR DFSCI PHON I ndL 2 INSTALLATION TYPE '2' WOOD SLICK TYPE 'Y lA6TFBIEL4 PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON AL FOUR SIDES/USING WOOD TYPCX ANCHORS SEE RV FOR SPACING METAL 1/8-THK.- gyp^ aSTR MFL 7f R Fy His s U R ATTACHMENT TO METAL STRLr_Tlgxco tz R0. r- jl• LSA n y TIV1SEE EU AMFOR SPACING 3 cV SEE SHEET 6 FOR OESCRPRDN 8 3 M 2 z4 11 I LE J OQ 11 11 U 11 - 11 1 0009 SEE SLEET 6 FOR DESCRPIIDN Mr M A,WID PRIxNR,IRE• YKFA0 • d.wh-05L.J-f v DUCK INSUUATid1 BY OTHERS INSTALLATION TYPE '4' TYPICAL INSTALLAWN DETAIL ON ALL FOUR SIDES/USING WOOD &=TYPE '4' 1LAT>&'L= PRESSURE TREATED WOOD METAL 1/8-THK.- gyp^ aSTR MFL 7f R Fy Hiss U R ATTACHMENT TO METAL STRLr_Tlgxco tz R0. r- jl• LSA n y TIV1SEE EU AMFOR SPACING 3 cV SEE SHEET 6 FOR OESCRPRDN 8 3 M 2 z4 11 I LE J OQ 11 11 U 11 - 11 1 0009 Mr M A,WID PRIxNR,IRE• YKFA0 • d.wh-05L.J-f o 0 t9-1/0• 20• 1910 Iwo 195.0 _ 154.0 195.0 195.024' 26• 185D Iwo 1720 107228" 37' 192.9 _ t29A 110.6 1.7.4 1950 301 M 1910 180.0 _ 195.0 W32 137-0 _ Is5_ 32' 151.9 less 1950 B64 129.0 30-3/8' 36' RSO_ MOO 1950 86.0 114.7 -- 3r 40' 176.6 mo-moo n.4 103.2 -- IOA7 42' 120.6 171.4 73.7 903 1533 20' 26-1/2- 195.0 195.0 132.7 176.8 1910 24• 13LS f92.9 Iwo 141.4 IMA 211' 79.3 161.7 1910 110.4 94a 126.4 30' 4Y 1541 1950 885 _117,11 x6-1/2' J]' J2' 1657 AHA _ 1112.9 829 110.6- 155.8 36' 111.6 128.8 _171.4717 lis.7 90.3 90A b' 638 Z27-003 154, 00.3 895-_. 2• M50 102 146.9 Ni -1/Y 20' 164.7 195.4 195.0 1936 151.1 24' LISA 1K0 15.48 _ Ink 161.3 41.6 108.1 30' 40" IWO Iwo- 101.2 129.0 .._ 32• 1118 195.0 I20.f__ 36 ISOD 18.25 168 . e6D 107.5 0' 13510 77.4 42' 166.6 1206 Iso.7 73.7 ZO' 1952 _ Is10 IJl.6_ IfS.p 24' 193.4 195.4_ 1720 28' L71-495. 8.3 147A b' 160D _ Ink_ 11.7 137.8 32' 150D _ 1950 Ink 36' 133,_Ins 66A__ 701 -_ 11..7 -' 40' 120.0 180.0 i me 42' 114.3 171.4 - I012 663 803 20- 1n.0 in0 121.4 IeSA 24' t80D _ 185.0- 1012 I$4.8 ie' 1542 _-In.o BBA 132.7 30" f0- I44A 1950 82.8 - 123A- 3rIn.O 17.4 118.1 M' 120.0 te0.0 103.2 40' 108_ 162.0 606_ 02.9 42" 102.9 154.3 sf!_ 59.0 B&S ls'JO- 24' 1n.0 two 1173 164.2 2e' 175.3 1950 1005 1•q7 66• 1011 1510 32' 136.4 1nA 9771 36' 708 100.5 40' 122.7 ^I]tA 70.•-- -905 20' 195.0 1950 12I.0_ 24' 1873 In.p 160.1 Lams 1505 28' 71' I/5.o 1075 _ s21 Ink JO' 1500 105.0 66.0 INA 32' 140.6 1110 173.0 WAS 175.0 7. t9-1/0• M • 1910 195.0 140.4 195.0 26-1/2' 26• 195.0 165.0 1072 161.8 37' 195.0 1950 773 1119 19-1/8' Is5_ 195_0 151.9 1910 26-I/r 30-3/8' 191.2 _ RSO_ 109.6 146.1 3r 176.6 182.6 783 IOA7 19-1/8' 1960 1910 1533 191! 26-1/2- 50-5/8' 1932. _ 1910 110.4 13LS 37' IMA 1730 79.3 092 19-1/8- 195.0 fir 195.0 1237 195.0 x6-1/2' J]' 1657 186.0 89.0 155.8 111 2 _ 194.6 111.6 42' 90A 171.4 638 Z27-003 19-1/8- 195.0 M50 I3 AA 1910 Ni -1/Y 4-1/: 164.7 ISSo 14.1 151.1 3Y 11].9 168.6 41.6 108.1 TYPICAL ANCHORS: sLE tzcv. FoR spAcm 1' 13u. 1f11TK-CON ABY 7Y (Fw163 KSI, 7y-151 1151) 1/4' DKA. ULTRACON Rv 'EI rn' (r -un K% "m K30 INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 10Y BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY1 1-1/4' MN. EMBED MRO CONC. OR MASONRY 1 /14 SMS OR SELF 11 er06vc (guK 2 GR) 1 INTO MIAMI -DDE COUNTY APPROVED MULLIONS (MIN. THK - .0907 INTO METAL STRUCTURES Ati%lpMs lLSKeA.8S11P ANc"91m {I-MIXAR LIJP STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MW.) STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAWIED) 7MDK:61EX q$7ACE CONCRETE AND MASONRY = 2=1/2- MIN. INTO WOOD STRUCTURE 1' MIN. INTO METAL STRUCTURE 3/4' MIN. CONCRETE AT HEAD. SILL OR ,MMES rc - 3000 PSI MILL C-90 HOLLOW/WED BLOCK AT ,WIBs rm - 2DDD Psi wL T„ 39d0 NYAD • • M • LLT RFVl!%U 4000 C cwx. j53'T"` rw •661AI ii • IWAdi-Nnn.pl.ce N. tk'05 14 E 00 Ig L Ikaw(r JW98*4;Jeo f • sheet 6oi'. es 20' 110.8 105.0 26. 105.0 120-0 1 19-1/6. 110.0 195A 24' 24• 20.9 120,0 26-1/2' 110.0 105.0_ 26. 110.0_ 11410 1950 166.9 26• 60.5 3-P • 70• 110.0 1543 110.0 1_82A30' d• 30' jiO4.70.3 4Y 1100 152.41 3Y11410 1793 M- BOA 19-1/8' 110.0 195.0 110.0 177.336' 36.80.0 26-1/2' J6 -J/6• 110.0 172.6_ 10' tOS.B 115.1 20' 102.7 120. 37• 110.0 155.3 97.0 120.042, 24' 26. 882 120.0 42• 70' n0- 120.0 I2-1/6. 95.7 120.0 105.020' 110.0 1793 24' 110.0 IS0.8 b' 7341 101.3 26-1/2' BO -8/6. 110.0 110.0 154.) 1 oe.9 1416.626. M. 60.0 60.0 J7' 9410 1200 i D 42, 107.3 141.9_ M. 11410 -120.0 tY 6941 1'10.0 1 32' 100.] 130.1 241' 9)A 120.0 19-1/e' 109.3 149.9 1i J6' WD 120_-0 120.0 26' 01' 85.5 117.3 ?d-1/2' - N_A 1182 1 W 85.2 0' 600 60._0_ 37' 67.0 _ 9a.1 1 01 9A0 120-042' J2• 10.0 80.0 42' 19-1/6. 80.0 110.0 60.0- 151.6 AT17z420' 110.0 I93A N' 110_0 1-773 26-1/Y 74-1/1' 66.1 118.5 26. 110.0 16419 60A 0 Iliw_1-1J~J11/ 30• 48• 110.0 151.- 19-1/8• 100.9 120.0 2' 100.1 12" 26-1/Y 76' 84.0 115-2 1033 120.03r 37' 1 BO.o 80.0 410' M-0 ... 120.0 120.0 _ 19-1/6' 108.3 120.0 42' 960 JY 60.0 60.026. 110.0 _ 174.1 21' 110.0 416• 152.0 JO' 54• 9141 120.032 Tyq36. 661 lte$ i 40• 82.2 112.] AT i 12' 60.6 110. 2 1/2' MN. _---.-_ f EDGE GST. y tYIY 26. 110.0 153.2 24' c%o_ lu.o 26. m e6e 119.o TYPICALANCHORS: SEE ELEV. FOR SYACINC INSTALIATION TYPE 5' I' D32' X. w79.4 A - 1/4- tlA 1(1WK-CON N BY 'tan' (Fw153 K51. Fy-157 NSI) 7341 161.3 DIRECTLY INTO CONC. OR MASONRY 40' Gob_OQO 1-1/4- MIN. EMBED INTO CONC. OR MASONRY pN AL1_ FO mm N'- 600- nao 11" 07A 6410- roto 170.0 B - 4- DBl- N Af'tWA-BY- CO' _ L-(F:u=1i) e61:"ry-15s"list) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4' MIN. EMBED INTO CONCRETE 7300- -- m• 21' 26' JO' 06' 95.9 BI.] 120.0 120.0 W2-1/4' M. EMBED INTO GROUT FILLED BLOCKS 1' 32• e7,J 119.7 C _ 014 5M5 ((yam 2 CRS) 60.0 6"- INTO 28Y WOOD BUCKS OR W000 STRUCTURES 5627-- 40' 60.0 Bao 1-1/2- MIN. PENETRATION INTO WOOD L136- In 20- 11410 1543 24' 97.0 120.o TYPtG 1 FIN=FSC 28' 7r 66o yt1).9 WTO CONCRETE AND MASONRY s 2-t/2" MIN. ALUMINUM BUCK 112.0 INTO WOOD STRUCTURE = 1' MN. 606]-16 10641 36' 6410 60.0 CONCRETE AT FfM, SBl OR aWJBS Yc 3000 PSI Ifl. 5115rFROM EMS O.C. MAC AT AMM O.C. MAX AT HEAD/S 141 AL ANCHORS TYPE 'A' FROM ENDS AM C. MAX. Al JMWS C. MAK. AT WAD/SL C) 1 l4 516 Z AT6.fWK. F VI ± 17' O.C.. MAAT NABS 2/' O.C. YAY. AT NFAD/SIl1 Nv i^ z 2Ed TWBCJa ANCHORS TOE -C U AT r FROM ENDS AND_ _ 1r O.C. MAIL AT JAMBS (j-FMIrO.C. AMC AT NFAD/$LLL ' ' I ' f I ' 15457.0E_1 ATKHJ TYPE '6' S w 281' BOOR BACK OR WOOD SINUCRMES q NSTALIATION DETAIL 5g o`•6L 065 USING ALUMINUM RUCK SYSTEM yyoYB h., IT 1 -y U_ _ 1.125 • • { • l • 1 f I TMP[ 1'M1 Cb MYh q * { cwN. J6 `w OPTIC TSR O . •,• - . i8 S - L • • W _8 i 0000 0000 0000• f••f 100.1• 0000{• • • 0000•• 0000• MIAMI-DADE COUNTY MIAMI-faADE PRODUCT CONTROL SECTION TI- =M—E11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER Miami. Florida 33175-2474 786)31525-99 BOARD AND CODE ADMINISTRATION DIVISION ! NOTICE OF ACCEPTANCE (NOA) ;,+K'2dd e. ov/econom ij5 y GAF I Campus Drive r Parsippany, NJ 07054 ' SCOPE: i" is being issued under the applicable rules and regulations se o onstruction This NOA g materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 99600* herein, has been designed to comply with thFlw1da Buildittg•$odeThisproductisapprovedasdescribedand including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • • • • DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or 14ga .ity, stag$ following statement: "Miami -Dade County Product Control Approved", unless otherwise noted here sie 0000.. 0 0 0 0:. RENEWAL of this NOA shall be considered after a renewal application has been file3 and 4rere hAs been no0000.. change in the applicable building code negatively affecting the performance of this produc0.• • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or c6p$e in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1022.15 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 14-1030.01 Expiration Date: 11/04/18 MIAMI -RADE COUNTY Approval Date: 05/04/17 l Page 1 of 31 ROOFING SYSTEM APPROVAL Catezory: Roofing Sub-Category: BUR Material' Fiberglass Deck Type: Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS" Ply 4 39.37" (1 meter) ASTM 132178 surfiberglfacedply sheet reinforcedSmooth Wide ss asphaltic Tri-Ply* Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply sheet reinforced Wide with fiberglass mat. GAFGLAS"' 39.37" (1 meter) ASTM D2178 Smoothply sheet reinforcedthsurfacedfiberglass F1exPlyT" 6 Wide asphaltic GAFGLAS #75 39.37" (1 meter) ASTM D4601 th asfibergphalticbase or base/ply sheet reinforcedSmooth Base Sheet Wide ass mat. Tri-Ply' #75 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheepr eitrforced • • • • • • Sheet Wide with fiberglass mat. • GAFGLASO #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or tS;19Ply shectem ni'vrced 6 9.: Ultima'" Base Sheet Wide with fiberglass mat. 0000.. 0000 0000 . . 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic petfvrated vara}ng base..... GAFGLASg Wide sheet reinforced with fibel`9W§ gnat. ; • ; 90:** Stratavent` 00 .. 0696:* Perforated Venting 0000.. Base Sheet 0000.. 000000 GAFGLAS" 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base 6 ; with mat.l3oftorrt side • ' Stratavent®Nailable Wide sheet reinforced .fiberglass surfaced with granules. Venting Base Sheet Ruberoid* 20 39.37" (1 meter) ASTM D6163 SBS polymer-modified asphalt base or Wide anchor sheet reinforced with a fiberglass mat. Smooth Ruberoid' Mop 39.37" (1 meter) ASTM 136164 Smooth surfaced mop applied SBS base or wide anchor sheet reinforced with a polyester mat. Smooth Ruberoie Mop 39.37" (1 meter) ASTM 136164 Smooth surfaced mop applied BS base or anchor sheet reinforced with a polyester Smooth 1.5 wide Ruberoid' Mop 39.37" (1 meter) ASTM 136164 Smoop aplied SBS base orhshe tareinfosurfced edpwith a polyester mat. Plus Smooth wide anchor Ruberoid' HW 25 39.37" (1 meter) ASTM D6163 Smooth surfaced torch SBS base or anchor sheet reinforced with a fiberglassplieapplied Smooth wide NOA No.: 14-1030.01 Expiration Date: 11/04/18 CMIAMADE COUNTY Approval Date: 05/04/17 Page 2 of 31 Membrane Type: BUR Deck Type If: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and with 8d ring shank nails to supports spaced 24 in. o.c. at max. intermediate supports System Type E(4): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut"' Fire Barrier Coating, VersaShiele Fire -Resistant Slip Sheet Solo`" Fire -Resistant Slip Sheet, installed per manufacturer's installation optional) VersaShield' Anchor sheet: instructions. GAFGLAS' #75 Base Sheet, Tri -Ply' #75 Base Sheet, Ruberoid'' 20 Smooth or GAFGLAS* Stratavent® Venting Nailable Base Sheet is secured as described below. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diametersidelapsand8in. o.c. in the Option #1: tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet field of the sheet in two staggered rows. Maximum Design Pressure: —45 psf. See General Limitation #7) Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. 1-5/8 in. diametersheetsidelapsand6in. o.c. in the Option #2: tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor field of the sheet in two staggered rows. Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill -Tec' #14 Fasteners and Drill -Tec' 3 in. Standard Steel Plates, Drill -Tec' Ac4;,tTrac` Plate (Flat) are spaced 16 in. o.'4 ju4he mirl .4.... Option #3• Flat Plates or Drill -Tec'" 3 in. Ribbed Galvalume in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheettie two stagcr d flows. Maximum Design Pressure: —52.5 psf. See General Limitation # AsruTracv ; • • • • ; Fastening Drill -Tec"' #14 Fasteners and Drill-Tec3 in. Standard Steel Plates= or+iKTec'" Plates Drill -Tec'" 3 in. Ribbed Galvalume Plate (Flat) are spaced *12 in. o.e•i+n.t'he migfl... Option #4: Flat or in. wide anchor sheet side laps and 12 in. o.c. in the field of the she6f Vtoo staggerpd:7 ows. Maximum: Design Pressure: —60 psf. See General Limitation #7) Fastening Drill -Tec'" #14 Fasteners and Drill -Tec'" 3 in. Standard Steel Plate;, Deilh Tec Ac c orTrac* ....:. T" Galvalume Plate (Flat) are spaced'8 in. o.C. in the min: 4* 6 0 : Option #5: Flat Plates or Drill -Tec 3 in. Ribbed in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three statthecdrows' • Maximum Design Pressure: —97.5 psf. See General Limitation #7) Ruberoid' 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 tbs./sq. Base Sheet: installed per manufacturer's installation instructions. Cap Sheet: GAFGLAS" Mineral Surfaced Cap Sheet, Tri -Ply' BUR Granule Cap Sheet or GAFGLASinafullmoppingofhotasphaltapplied at 20EnergyCap' Mineral Surfaced Cap Sheet adhered 401bs./sq. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 Expiration Date: 11/04/18 CMIAMRDMAADE COUNTY Approval Date: 05/04/17 F-TEMI Page 29 of 31 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. ORTopcoat MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat's Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. Maximum Design Pressure: See Fastening Above. NOA No.: 14-1030.01 Expiration Date: 11/04/18 MIAMI•DADE COUNTY Approval Date: 05/04/17 g-'MRIGY1419 Page 30 of 31 NOA No.: 14-1030.01 Expiration Date: 11/04/18 MIAMI•DADE COUNTY Approval Date: 05/04/17 g-'MRIGY1419 Page 30 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS-' Ply 4 and GAFGLASO Flex Ply"' 6 when used as a mechanically fastened base or anchor sheet. Type X gypsum board is acceptable to be installed directly over the 2. Minimum 1/4" DensDeX' Roof Board or/2' wood deck. GENERAL LIMITATIONS: Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire FA 3. 4. Con N ratings of this product. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product ControlApprovalguidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulationswhenthebasesheetisfullymopped. if no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12 diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one ateachsidelapandonedownthecenterofthesheetallowingacontinuousareaofventilation. Encircling of thestripsisnotacceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value as field-tested., tie. below• • • • • 275 lbf. insulation attachment shall not be acceptable. • 0 * • : ..... .' Fastener spacing for mechanical attachment of anchoribase sheet or membrane attachmept is. cased ep am;nimum • • • fastener resistance value in conjunction with the maximum design value listed within a.specif c system, Should *he • • fastener resistance be less than that required, as determined by the Building Official, a aviaed fasteneespacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Pattittect, orRegisicred .. • Roof Consultant maybe submitted. Said revised fastener spacing shall utilize the with$!4,M resistpahct Vlue • • • • • taken from Testing Application Standards TAS 105 and calculations in compliance wi R76ofing Apel cation • • • 0 • • Standard RAS 117. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of hese arQas.• Ftlstene0 • • • • densities shall be increased for both insulation and base sheet as calculated in compliAce wlh Roo60g 4pplicOMI •; Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engina4r, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 0. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE IIAJM4 A E COUNTY NOA No.: 14-1030.01 Expiration Date: 1.1/04/18 Approval Date: 05/04/17 Page 31 of 31 Page Bottom TCFU.R1306 Roofing Systems Roofing Systems See General Information for Roofing 5vstems R1306 GAF i CAMPUS DR PARSIPPANY, NI 07054 USA RUBEROID@ 20 Smooth" or "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" may be utilized as an alternate to Type G2 GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima*" Base Sheet" base sheets in any of the following Classifications. 1/assn. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DeRoofnsDeck@ Prime Roofboard" or "DensDeck@ DuraGuard" Roofboard" or SGMRX)thmthick used n) anytexisting noncombustible deck Classification. ed States Gypsum Co. fiBoard" Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type this is done, theresulting sum board andnGeortem is acceptable for ia-Pacfic Gypsum LLC "DensDeck@ DensDeck@e over uRoofboard" or stible " DensDe k@ Prime Roofboard" oorv" D "DensDeck@ system, it joints in the gyp g DuraGuardT" Roofboard" are to offset a minimum of 6 -in. with the butt joints R the roof deck. If (y perFRX G) and fSECURO K@ Glass the roof - Mat must be placed below the ovedayment board. 1/4 -in. thick (minimum) "SECUROCK@ Roof Board" (Type ) Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene. Multiple plies of Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6" may be adheredtoGeorgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDek@ DuraGuardT" Roofboard" in hot roofing asphalt. • • GAFGLAS@ FlexPlyT" 6 5L" and "GAFGLAS® FlexPlyT" 6' may be used interchangeably in any roof coverigg syst%m listed'freiaw. • • •. . 0000 • Guard""' in any applicable Classification. . •.,. . • • • • •, EnergyGuard T" Ultra" is an acceptable alternate to "Energy • 0000•. r fully adhered wit GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" may be mechanically fastened o000# 0 0 tdofing 0 0 over 0: i noncombustible decks and as a recover over existing roof systems. . 0 0,000 0000 0000• EnergyGuard"" Perlite Insulation" may be utilized as a cover board over "EnergyGuard"' in any of the folly wing systems. • * 00 0000 Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt rya L Clas3ri ieutethanei 0 insulation adhesive. Polystyrene referenced in any of the following Classifications include insulation. 0 0 0 * 0 0 0 0 0 00.0Unlessotherwiseindicated, all insulations may be adhered with any UL Classified Insulation Adhesive per file m:rlUfacturQj's installatio:0000: instructions (excluding LRF Adhesive O) In any applicable Non -Combustible Roof Deck Classifications. ' 0 0 • : 0 0 0 . 0:409#: EnergyGuard'" Tapered" is an acceptable alternate to "EnergyGuard""' in any applicable Classification. • 00 EnergyGuard*" Ultra Tapered" is an acceptable alternate to "EnergyGuard" Ultra" in any applicable Classification. EnergyGuard" NH Tapered" is an acceptable alternate to "EnergyGuard" NH" in any applicable Classification. EnergyGuard T" NH Ultra Tapered" is an acceptable alternate to "EnergyGuard T" NH Ultra" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri-Ply(g) #75 Base Sheet" or "GAFGLAS@ #80 Ultima*" Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or Tri -Ply@ Ultra -Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side down. y@ #75 Base Sheet" or "GAFGLAS@ As an option or "GA GLAS@t5traStratavent@ Nailable Venting Base Sheet ) aamay be substitutedlforr Type G1 asphalt glass fiber ply sheet 80 Ultima*" Base Sheet" or GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. GAFGLAS@ Flashing" or "RUBEROID@" may be used for flashing in any of the Class A, B or C systems listed below. nve1/dFi When "perlite" is referenced, tors mcwueb duly-- Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2-in. minimumthickgypsumboardisanacceptablealternateforminimuminsulationoverC-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (periite/rosinpaper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. Trumbull "Perna Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS@ #80 Ultima'" Base Sheet" may be used in any of the following systems. GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United CoatingsT" FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal/100-ft2. Class A, Band C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. RUBEROID@ Heat Weld" SBS roofing membranes may be used in lieu of "RUBEROID@ Mop" SBS roofing membranes in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" Type FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanuratecompositeorperlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply® Ultra- Flexible Ply 6", fully adhered with hoot roofing asphalt. Surfacing: — Gravel. 060404, 0000 000000 2. Deck: C-15/32 Incline: 2 • • • 0090 • De Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ RoofboaW;4 " gE ns%pCKO Roof oaid_ 1@0 Prime 0 • Roofboard" or "DensDeck@ DuraGuardT" Roofboard", minimum 1/4-in. thick, or United States GypypZ,p, • „•••: Type FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. ••• anurate osite or phenolic, any MiLirhess. • Insulation: —One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethape or $griite/pp• •"gb % • • • • • composite or perlite/urethane composite or wood fiber/polyisocyanurate comp•:••• Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ 0 6" or 0 0' ri:P •® Ultra;:,,,,* Flexible Ply 6", fully adhered with hot roofing asphalt. " •' • • • Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Capg r "GAFGL% @ EnergyCal.; • Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. ; ' ; • • • • • • • 0000•• Incline: 2 • * • • • • • • 3. Deck: NC • • • *09 • • • Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDd%(r Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" Type FRX-G) or "SECUROCK@ Glass-Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. or Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber ly polyisocyanurate or urethane noperlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: —One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet", mechanically fastened. Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or ',Tri-Ply@ Ply 4" or GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra-Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet' or "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'" Mineral-Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): — "United Coatings— TOPCOAT® EnergyCoteT" Roof Coating" or "TOPCOAT@ MB Plus Coating" or "United CoatingsT" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft-2. 5. Deck: NC Incline: 3 insulation (opuonat): — viic ul Y _. perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polytsocyanwc C „,,._ maximum. 4” or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapT Mineral -Surfaced Cap Sheet', fully adhered with hot roofing asphalt. incline: 2 11. Deck: NC Base Sheet: —One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Plexi e Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: —Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 12. Deck: C-15/32 Incline: 1 rime Barrier Board ( DopSD l) DuOne or rdm RoofboardGemin mum Georgia-Pacifiumc United States @ Gypsum Cor"SECUROC ®PRoof Board" Roofboard" o SGMRX minimum 1/4 -in. thick. Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type) thane or Insulation: thane composite layers 1- n. glass minimumfiber insul (insulation joints offset aanurate or r minimum ofri6tinpfrom plywoodwodtdeckjoints). site or pert Bas a/ure Base Sheet: — o One orrGz GAFGLAS@ #75 Base Sheet" olr "Tri -Ply@ #75 ase Sheet!' or "GAFGLAS@GAFLAS@ # 80GLAS@ Flex Ply 6UltimaT" Base @ Sheet" or Flexible Ply 6 Type trl Nailable Venting Base Sheet" AStratavent@ Perforated Venting aadhered Type GAFGLAS@ ia mechanically fastened or fully wh hot GAFGLAS@ Mineral Sued Cap Sheet" or BUR Granule roofing asphalt. Membrane: — OneRor more plies 11RUEROID@ Torch smo" or "Tri -ply@ APP UBEROID@ Torchg80", or h a pl ed ort RUBEROID@ Mop Smooth" or" RUBEROD@PMpSmooth1.5" or Granule" or EROID Torch Granule" or p Plus Smooth" or "RUBEROID@ Mop Granule" or "Intec Flex PRF" or'Tri-Ply@ SBS Granule", fully adheed.wit o RUBEROID@ Mo roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply® BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 13. Deck: C-15/32 Incline: 1 Barrier Board (Optional): — Orime ne or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or " W. S URO P. Roof BipaW; • • Roofboard" or "DensDeck@ Dura Roofboard", minimum 1/4 -in. thick, nmum 1/4 an. thick StatesGyps a go** • 0 Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), hone dr Insulation (Optional): —One or more layers perlite or wood fiber or glass fiber or polyisocyanuratq pt yf perlite/polyisocyanurate composite or perlite/urethane composite or wood fiberTri-Piy@ #75 Base Shhanurate eee'9 o` "GAFGLA'cSC n# 80'Ul im a:6: Base Sheet: —Two or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Pty@ ' adhere 't Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ StrataventC p At ted Vr ntin'6ase Shae: or: Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ BUR Granule Cap Sheet", mechanic;My+ystened or:Y*t• Ylr: hot roofing asphalt. G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ PIY 4" or "GP F0 Ply 006'0r "Tn Ty•• Ply Sheet (optional): — One or more plies Type Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. p Granule" sr "RUBEROIDe Membrane: — One or more plies "RUBEROID@ Torchl ed ort RUBEROID@ Mop Sm oth Ply@ APP hor"RUBEPRODID@ Mop f; .5" or 9 wi9h hot • Torch Granule" or "RUBEROID@ Torch 180", torch app 000000 pT- RUBEROID@ Mop Plus Smooth" or "RUBEROID@ Mop Granule" or "Intec Flex PRF" or 'Tri -Ply@ SB6 Granule , roofing asphalt. •. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ BUR Granule Cap Sheet" or "GAF L @ nerg CapT" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 1:4 - Incline: 2 1 4. Dec C-15/32 Barrier Board (Optional): DuraGuard'" Roofboard" Georgia -Pa m n mum0 Prime fl/4- ic m. sthickum Lor United States Gypsum Cor"SECUROCK@ Roof Board" Roofboard' minimum 1/4 -in. thick. Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), or Insulation (optional): OneSoo anure layers pedite or wood fiber to any thickness or plass fi y ober r adhered with hotroofing asphaltisocyanurate composite or r polyisoc wood fiber/p y cY a G2 "GAFGLAS@ #75 Base Sheet"or "Tri - Base Sheet: — One ply "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or Type Ply@ #75 Bas Sheet" or GAFGatedOVen$ o ltimaTmBase Base, h chanicaeet" or lly fasteneded orfully adhered iw th hotnroofi g asphalt. ra GAFGLAS@ S en " GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply Flex 6" oRuberoid@ 20Plus Ply Sheet: — Two or more plies TypePlus Smooth", ' Ply 6" or "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" or "RUBEROID@ MopSmooth" or "RUBEROID@ 20 Smooth", fully adhered with hot roofing asphalt. ineral Surfaced Cap Sheet" or "GAFGLAS@ EnergyCap`" Membrane: — Type G3 "Tri -Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ M Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. 15. Deck: C-15/32 Incline: 1 Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. T e FRX-G) @ Du Barrier Board: —Minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC '"DensDeck@ Roofboard" or "DensDeck® Prime Roofboard" or DensDeckraGuardT"' Roofboard" or minimum 1/4 -in. thick Untied States Gypsum Co. "SECUROCK@ Roof Board" ( yP or " SECURDu Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" 4/48 MIAMhI]hADE " MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE PRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION . j11805 SW 26 Street, Room 208 1 " Miami, Florida 33175-2474fj',t 7186) 315-2590 F (786) 315-2599NOTICEOFACCEPTANCE (NOA) € i ':";;; www.miamidaae.pov/economv4y9- Santafe Tile Corporation } 8825 NW 95" Street Medley, FL 33178 st ,mak" SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. ThedocumentationsubmittedhasbeenreviewedandacceptedbyMiami -Dade County RER - Product Control Section tobeusedinMiami -Dade County and other areas where allowed by the Authority Having Jurisdiction (APIT *. This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountpTrofluct Cvh't>rCil.SectioninMiami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve f &r*it to have &sproductormaterialtestedforqualityassurancepurposes. If this product or material fails to ge}orm in tllq, excepted; 09 00manner, the manufacturer will incur the expense of such testing and the AHJ may immedi,1tp6 =dvoke, Yppd4, or 0 0 0 0 . suspend the use of such product or material within their jurisdiction. RER reserves the right to ravoke this... 00:90 acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materia; fails to 0000.. meet the requirements of the applicable building code. 0 0.0 0. 9 This product is approved as described herein, and has been designed to comply with the Flbrida Building Code " 0"' including the High Velocity Hurricane Zone of the Florida Building Code. 00000: 00 000 0 0 DESCRIPTION: Santafe Spanish `S' Clay Roof Tile 0 . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and followingstatement: "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 changeintheapplicablebuildingcodenegativelyaffectingtheperformanceofthisproduct. 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 anysectionofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by theexpirationdatemaybedisplayedinadvertisingliterature. if any portion of the NOA is displayed, then it shall bedoneinitsentirety. 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 renews NOA No. 12-0210.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI•DADE CoUN , q ` ' 1 1 NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category RoofingSub-Cateeorv: Roofing Tiles Material: Clay DeckDeckType: Wood 1. SCOPE This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by LadrilleraSantafeS.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of thisNoticeofAcceptance. For locations where the pressure requirements, as determined by applicable BuildingCode, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using thevalueslistedinsection4herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION • • • Manufactured by"' • ' Test productApplicantDimensionsSpecificationsDescription • antafe `S' Clay Roof L= 18" TAS 1 l 2 One piece high profile c * * Uf file Ed with.... Tile W = 11. l" Type I two nail holes. For nail pZ4 m a pp grtar setand adhesive:..' Thickness = 0.39" Grade 1 set applications. ...... Trim Pieces 1= varies TAS 112 Accessory trim, clay roo# pieces for use at hips, rakes, ridges and valley termipations ; •lM?t bfactuTed varying thickness for each file profile. • • • • • • 2.1 MANUFACTURING LOCATION I. Bogota, Colombia 2.2 SUBMITTED EVIDENCE Test AIMa The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies MIAMMADE COUNTY Test Identifier 94-156-8 94-156-9 25-7205-1 Project: 07-07-00-91 307023) 7161-03 Appendix II 7161-03 Appendix III P 0402 P 0647-01 Test Name/Report TAS 101 TAS 102 TAS 101 TAS 100 TAS 108 Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails TAS 108 Mortar Set) Date Aug. 1994 March 1995 Sept. 1994 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 2 of 5 2.2 SUBMITTED EVIDENCE Test Agma Test Identifier Test Name/Resort Date Redland Technologies P 0631-01 PA 108 July. 1994 Mortar Set) Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants, Inc. 2353-70 TAS 101 09/22/03 IBA Consultants, Inc. 2353-71 TAS 101 09/22/03 IBA Consultants, Inc. 2353-93 ASTM C 1167 07/18/05 American Test Lab of South Florida RT0624.01-15 ASTM C1167-03 ."b'7Wp1/15 3. LIMITATIONS"" 3.1 Fire classification is not part of this acceptance.""" TAS 106. • 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be p::::i d in 1;ordance Frith• • • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform Tivatterly fir st% * in accordance with TAS 112, appendix W. Such testing shall be submittectfd:114 Miami -Dade Count ' Product Control Section for review. 0010:9 4 Minimum underlayment shall be in compliance with the applicable Roofing t rp pliegions $19.ndVds li4edsection4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless 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 withapplicablebuildingcode. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application StandardRAS118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations QMMIUAAMI- MEDAADE COUNTY I E NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 3 of 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) (ft) Width -w (ft) Length4 Santafe 'S' 6.7 1.5 0.958 Table 2: Aerodynamic Multipliers— ),(ft3) Tile )L (ft3) ;L (ft3) Profile Batten Application Direct DeckSantafe `S' 0.274 0.297 Table 3: Restoring Moments due to Gravity - M9 (ft4bf) Tile 2":12" 3":12" 4":12' 5":12" 6":12" 7":12" orProfile seaterBattensDirectBattensDirectBattensDirectBattensDirectBattInsQirectaensDirectDeckDeckDeckDeck '• Deck •';'. Deck'. Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 • • 5.32 5.29 0.UU" Table 4: Attachment Resistance Expressed as a Moment -1141f 4of) • • • • for Nail -On Systems • • • • 0090 0 .... Tile Profile""" • ' •' ' • • Fastener Type Direct Deck ..' .. • Battens ...... Santafe 'S 2 -10d Ring Shank Nails 21.8 • • • • • • • N/AOne #8 Screw 29.161.2q • • • Two #8 Screws 38.28' N/A One #8 Screw w/ Ch 57.311.2 • • • • • IIATwo #8 Screws w/ Cli 57.60' 6 , 71 Approved screws as noted 'Product manufactured byr2. others'. When usingone screw it must be installed in the inside hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment ResistanceSantafe 'S' Tile Bond 38 93 Poloam Polypro AH 160Tm 28.542Seemanufacturescomponentarovalforinstallationrerequirements. Average3FlexibleProduct, Inc. wei ht per patty 10.4 qraMS. 4 Pol oam Product, Inc. Avera a wei ht er a 9.4 rams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment ResistanceSantafe 'S' Pol oam Pol ro AH 160'rm 63.85 Polyfoam Polypro AH 160TM' 61.965Fddyplacementof63gramsofvolyproAH160"'. 6 Paddy lacement of 24 grams of Polypro AH 160-. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment ResistanceSantafe `S' Mortar Set 23.6 MIAMNDADE UNTYIE NOA No.: 15-0915.09 Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF 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. ' 190000 6.1.2 Any other documents required by the Building Official or applicable be' fn code i • • * • g fy er to properly evaluate the installation of this system. • PROFILE DRAWING "" "" When using'ott scr;%V • ' use this hole' : 00 ...... 18" . 11 SANTAFI` S" CLAY ROOF TILE END OF THIS ACCEPTANCE CMIAWD ADE COUNTY NOA No.: 15-0915.09 m' Expiration Date: 02/01/21 Approval Date: 01/21/16 Page 5 of 5 MIAF9IDADEr MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER 11805 SW 26 Street, Room 208 RER) Miami, Florida 33175-2474BOARDANDCODEADMINISTRATIONDIVISIONT (786)315-2590 F (786) 315-2599NOTICEOFACCEPTANCE (NOA) www.mJayddade.1zov/econom), ICP Adhesives and Sealants, Inc. 12505 NW 44" Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. ThedocumentationsubmittedhasbeenreviewedandacceptedbyMiami -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 Coupty Product Clanttdl Sec"s0.. In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve ftwn'ggt 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>7tt>+ify, or suspend the bse99: of such product or material within their jurisdiction. RER reserves the right to revgj t;• tft acce it' ee., if if is determined by Miami -Dade County Product Control Section that this product or material faits fo meet the re4uirementg • of the applicable building code. 66:00: 00 Do This product is approved as described herein, and has been designed to comply with-.he:Ftorida Building • • • • • • including the High Velocity Hurricane Zone of the Florida Building Code. 9 0 0 • 999. DESCRIPTION: ICP Adhesives Polysee AH -160 0 0 09 . 9.9 Code • 0900.. 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and followingstatement: "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 changeintheapplicablebuildingcodenegativelyaffectingtheperformanceofthisproduct. 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 ofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by theexpirationdatemaybedisplayedinadvertisingliterature. If any portion of the NOA is displayed, then it shall be doneinitsentirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors andshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMbDADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 0427/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset' AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as describedinthisNoticeofAcceptance. For the locations where the design pressure requirements, as determined by applicablebuildingcode, do not exceed the design pressure values obtained by calculations in compliance with RoofingApplicationStandardRAS127. For use with approved flat, low, and high profile roof tile systems using ICPAdhesivesPolyset" AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTFI000 ICP Adhesives ProPack' 30 & 100 N/A TAS 101 0000 Prodult Wirintiott • • • • • • • •; • 0000 0000.. Two component polyuWhane foam adhesive • 0000 0000 : 0060: N/A' Dispensing Equipment' 006060 66 .. N/A Dispensing Equipmelr •; • PRODUCTS MANUFACTURED BY OTHERS: 0000 066 00 0 0000.. 660 6 0000, 0000.. 0000 0000.. Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachmentresistancevalueswiththeuseofICPAdhesivesPolysetOAH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to riseTensileStrengthASTMD162328PSIParalleltoriseWaterAbsorptionASTMD21270.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40' F., 2 weeks 6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined byacceptedASTMtestmethodsandaresubjecttonormalmanufacturingvariation. MIAMIW-DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date 494-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB -589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04"Q/93 01-6743-011 ASTM E 108 144604 01-6739-062b[ 1 ] ASTM E 84 0016/ 95 7050.02.96-1 TAS 114 p3lr'/06 P36700.04.12 ASTM D 1623 01%1P39740.02.12 TAS 101 J12 a/.2'1/22 TAS 123 528454-2-1 TAS 101a%2'3%8 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-I TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset* AH -160 shall solely be used with flat, low, & high rile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH -160 roof the adhesivewiththeirtileassembliesshalltestinaccordancewithTAS101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code andRule61G20-3 of the Florida Administrative Code. APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: L ICP Adhesives Polyset' AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset° A14-160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of ICP Adhesives Polyset' A13-160 shall provide sufficient attachment resistance to meet or exceed the resistance valuedeterminedincompliancewithMiami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset`° AH -160 and its components shall be installed in accordance with Roofing ApplicationStandardRAS120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority havingjurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall -be maintained between1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives PolysetQO AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 a z,*Wet• ...... Adhesives ProPack' 30 & 100 dispensing equipment only. 0:00 0000 7. ICA Adhesives Polyset' AH -160 shall not be exposed permanently to sunlight. • • • • • • • • • • : • • • • • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes,;fjer ICP AGtbesives . 0000.. Polyset' AH -160 has been dispensed. 0000 0000 0000. 9. ICP Adhesives Polyset' AH -160 placement and minimum patty weight shall be in acedime with 14, • : • • • • • • Placement Details' herein. Each generic tile profile requires the specific placement notedVerein. s• • • • • • • 0000.. 0000.. CDADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 LABELING: 000.00 • . . 6666.. All approved products listed herein shall be labeled and shall bear the imprint or identifiable M12ing of the • • manufacturer's name or logo and following statement: "Miami -Dade County Product Control p proved"o•t}IeVlialni;,,, Dade County Product Control Seal as shown below. 6666.. KLAMI OADE COUNTY • • • • 0 6 0 6 . • AD T1 # 0666.• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of thissystem. MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 AM t voughPlank torwnt Paddy i8"oathT:.) Und.rtsym..j 2tW Oa;ttm osrteonei U" CouFst r` ` ` -- `• a- a2.•,.: Hall through plastrc cement lwhen requiret[i 3` -•. . _ _PaddyiBmr.thU.1 thndwl.y nwtt s 2ln.wid.".. Battens optic+nal i : h ".,`'•. to i Eave CiasU!• iastta Ata thMU9%01411tic taawnr- whenr"uktd) f" P4ddy113wn.rthTilal yam'''- s=•--. tom - ,, JO In. 2 in.wido fi} 8attool. r optAunal r J. Ea" C.'s•- r`` X~ Fascia fir 1YCti hOitr 10 in.. . 2 in. /'_ .•' r ',. Maw dosure OtIp edge MIAMI•DADE COUNTY f Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" 50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 109.7 cm2) —23(148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, alp ly a mi>ai um 2". • • . • . 50.8 mm) x 10" (254 mtia)•x " (25i4 qrn) foam • • paddy onto the undcrlayrn ftI)ositioded a5 shovM under the pan portion oftlleVIc closest to the :9066: overlock of the tile being gee. . •' • •. • 2. Continue in same mannj!hstlre applq;i*i.ately.j7...... 109.7 cm2) -23 (148.4cU;1 Square inch adhesive . • contact with the underside df the tile[ .0000. 00000 High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" 50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 109.7 cm'-) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 mail through Plastic rnm•nttwtw" < P»ddy iibnw•ih'Td.l Ursdadavmant 1 tin. • Battens optional Eaao Coursa rte` `` ~• ? `., ,'; ;. Fat .3 Nail through plastic cement when requiredl N Paddy l0enrath Tile) r- - r-, 1UndWlayrnwnti If Barrens optional ~ , ` • M` i i` '• 10 E.v. Clo.ur. Eav Court. / 4 . "' ..•_ Fascia APPROVED _ J Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cmZ) 23(148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the file being set. 3. Continue in same manner. Insure approximately 10" 64.5 cm2) - 12 (77.4 cmZ) square inch•edhesive contact with the underside* ofthe tile. • •• • Medium Profile / Double Pan•TW 1. Starting at the eave course,-aapp y a miVilfript 2" (50'S"• mm) x 10" (254 mm) x Fb e29.4 mm) fdaln paddy " onto the underlayment poOMM as shown under the * • pan portion of the tile closest to the ove'rloe;-of the • • • • • tile being set. Insure approxiITtatply 17 JJQ9.j cmZ) ; • • • • ; 23 (148.4 cm'-) square inch adhesive contact Ivith the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" 77.4 cm2) - 14 (90.3 cm) square inch adhesive contact with the underside of the tile. Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) tail0wounhpla ncctq*M-' twhentequir6d) ` vsddrIe.neaghni.) Undrf.yen.nt ; •`+,.r' moo.,. t Battens, option&! r loveCoursr` r' i' • ,s s tarda LY.. hoi. 1D \ 26n. +' r ' t Cxrrclolurc Oripedge MIAMMDADE COUNTY 91,5 t High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2: At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" 109.7 cm2) - 19 (122.6 clp2) jggare inchVMesive contact with the underside 6f thd'tile. . see .... ..... a eee ..... eee e e NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Mail through plastic cement Paddy (between tiles) when required) l Battens optional ° ! I s Paddy !under tile) Single paw ! V on top of dile 4:4 in. Setglepad undder Single paddy on underia2 x 4 in. a torn. in. Fascia Eaveelosute Wommummmmi FlattLow Profile Tile Nail through plastic cement Single paddy under tele when requkedl PaJd/dy (between dl es) Battens ( optional I( Paddy (under tile? onop of We 2:din Singiepaddyon underialyment a`, 4 a, n. Eare Closure Ease Course Fascia Medium ProflleTlle IIAMI•DADE COUNTY s 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the the 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tiiq,or under the pan portion of the tile, closest to the nxderlock fet • • • • the second course tile tabs Atalle4 * 11AVe • approximately 8-9 int .1 cm)*of Adhesi0e * contact with the undersldd t fthe tile. ' :....: Instructions continued on qCv a4ge) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nail through plastic Single paddy under rile When required) Paddy Ibetween tiles) Battens optional Paddy (under tilel k d /r on tmded• dx4in, j 2 x a in.1,/ paddy on I Y top of the Ea" Course— '" ~ Ph da W ole loin.2in. /'% Eave closure y t / Dnp edge MEN High ProtlleThe LAPPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" 19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat the or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (5 8.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the file at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 0 0 0 . 0000 000000 0 0 . 0 0 0000 to • 0000•. 0000•• 000 0000 0 00• 0000 00.0• 0000.• 00 000••0 60.0• 0 0 00.00 o 0 0 • a 0000 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applicationsIncontactwiththepantile. (when required) 2) Turn covers upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. _ o Underlayment t-' - o 0 0 t' Eave closure Sheathingtom' motar shown) Weephole Fascia Board Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile QMIAM-DAMECOUNTY Two Piece Barrel (Cap and Pan) Tile Starting at the eave course, apply a minimum 2" 50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposin 1)Qunderside of the ti le. Apply a minimum I " (2S Aen m) x "?, • • • 254 mm) bead of ad1> v* eiirectVal the inner • edge of each side of thetMr tile. P-tavl! approximately 3/4" (MM I to 1" (25'.4 mm) :0000: from the outside edgedofMeatile, in;7ara*free of 0 0006 6060 0000 foam to allow for expansion • 666660 6 666 0000. 0 . 4. Turn cover tile over aA"foam is applied and . • place onto pan tile course' Insure aomini r tum of • •• : • 20 (129 cm2) - 25 (16+.3 X) squaro inch ; O 6 • •; contact area on each sideofthe C08?Wdto the' ' pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tic wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 26, 2017 Permit No: RC17-1482 06/26/2017 Pending outside agencies. Ismael Naranjo Building Official Building Critique 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. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 26, 2017 Permit No: RC17-1482 PLUMBING — RAFAEL HERNANDEZ 06/15/2017 Pending Derm and Health Dept. 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. SN°pFsy Miami Shores Village Building 1)6partment 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 6/6/17 Permit No.: RC17-1482 Project Address: 10007 NE 4TH AVE. Page 1 of 2 1. PROVIDE ALL WIND DESIGN PRESSURES (BOTH NEGATIVE AND POSITIVE) FOR ALL OF DOORS, WINDOWS AND/OR SKYLIGHTS INSTALLED ON THE EXTERIOR ENVELOPE OF THE BUILDING; ON THE ARCHITECTURAL ELEVATIONS; OR ON THE DOOR AND /WINDOW SCHEDULES; OR PROVIDE ELEVATIONS WITH THE NOTED WIND DESIGN PRESSURES AS PART OF THE STRUCTURAL PLANS, IN COMPLIANCE WITH THE HVHZ PROVISIONS OF SECTION 2411.3.1.4, OF THE FBC 5TH EDITION 2014) CODE. 2. SPECIFY ON THE ROOF FRAMING PLAN, IN COMPLIANCE WITH SECTION 2319.10, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE, THE FOLLOWING AS A MINIMUM: A) THE SIZES, SPANS AND MAX. SPACING CENTER -TO -CENTER OF ALL ROOF FRAMING ELEMENTS B) ROOF SHEATHING THICKNESS, GRADE AND NAILING PATTERN IN COMPLIANCE WITH SECTION 2322, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. FOR GABLE END CONDITIONS, IF APPLICABLE MIN. I Od NAILS SPACED 4" O.C. SHALL BE USED C) ALL DESIGN LOADS, BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS, AT SUPPORTS FOR ALL ROOF FRAMING D) ALSO SHOW ALL REQUIRED BRIDGING AND/OR PERMANENT LATERAL BRACING, NOTED THE BRACING ELEMENT SIZES AND MAXIMUM BRACING SPACING, AS REQUIRED FOR LATERAL BRACING OF THE ROOF FRAMING SYSTEM 3. PROVIDE SPECIFICATION AND/OR DETAILS FOR FOOTING CONTINUITY AT ALL CORNERS AND/OR BENDS IN COMPLIANCE SECTION 1819, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. Village of Miami Shores, Florida STRUCT. REVIEW COMMENTS (Cont.) Page 2 of 2 4. PROVIDE TWO COPIES OF SPECIAL INSPECTOR 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 1) SOIL COMPACTION REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered arch itect/ profession6%/ al engineer licensed in the State of Florida. Process Number: / c2-7 V 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 St Framing and Connections welded or bolted Soil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: 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 in substantial accordance with the approval plans. Engineer/Architect Signed and Sealed Date: Name Address Print Miami Shores Village Building Dbpartment 10050 NE 2 nd Ave. y Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered arch itect/ profession6%/ al engineer licensed in the State of Florida. Process Number: / c2-7 V 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 St Framing and Connections welded or bolted Soil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: 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 in substantial accordance with the approval plans. Engineer/Architect Signed and Sealed Date: Name Address Print SNREs Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 6/6/17 Permit No.: RC17-1482 Project Address: 10007 NE 4T" AVE. Page 1 of 2 2ND REVIEW AS OF 10/3/17: ALL ITEMS, AS LISTED BELOW, ARE STILL PENDING 1. PROVIDE ALL WIND DESIGN PRESSURES (BOTH NEGATIVE AND POSITIVE) FOR ALL OF DOORS, WINDOWS AND/OR SKYLIGHTS INSTALLED ON THE EXTERIOR ENVELOPE OF THE BUILDING; ON THE ARCHITECTURAL ELEVATIONS; OR ON THE DOOR AND /WINDOW SCHEDULES; OR PROVIDE ELEVATIONS WITH THE NOTED WIND DESIGN PRESSURES AS PART OF THE STRUCTURAL PLANS, IN COMPLIANCE WITH THE HVHZ PROVISIONS OF SECTION 2411.3.1.4, OF THE FBC 5T" EDITION 2014) CODE. 2. SPECIFY ON THE ROOF FRAMING PLAN, IN COMPLIANCE WITH SECTION 2319.10, HVHZ PROVISIONS OF THE FBC 5T" EDITION (2014) CODE, THE FOLLOWING AS A MINIMUM: A) THE SIZES, SPANS AND MAX. SPACING CENTER -TO -CENTER OF ALL ROOF FRAMING ELEMENTS B) ROOF SHEATHING THICKNESS, GRADE AND NAILING PATTERN IN COMPLIANCE WITH SECTION 2322, HVHZ PROVISIONS OF THE FBC 5T" EDITION (2014) CODE. FOR GABLE END CONDITIONS, IF APPLICABLE MIN. 10d NAILS SPACED 4" O.C. SHALL BE USED C) ALL DESIGN LOADS, BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS, AT SUPPORTS FOR ALL ROOF FRAMING D) ALSO SHOW ALL REQUIRED BRIDGING AND/OR PERMANENT LATERAL BRACING, NOTED THE BRACING ELEMENT SIZES AND MAXIMUM BRACING SPACING, AS REQUIRED FOR LATERAL BRACING OF THE ROOF FRAMING SYSTEM 3. PROVIDE SPECIFICATION AND/OR DETAILS FOR FOOTING CONTINUITY AT ALL CORNERS AND/OR BENDS IN COMPLIANCE SECTION 1819, HVHZ PROVISIONS OF THE FBC 5T" EDITION (2014) CODE. Village of Miami Shores, Florida STRUCT. REVIEW COMMENTS (Cont.) Page 2 of 2 4. PROVIDE TWO COPIES OF SPECIAL INSPECTOR 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 1) SOIL COMPACTION REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE 5H°RES Miami Shores Village Building Department 10050 NE 2"d Ave. F% R Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: _gi% JYJA 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. Insul.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. 2. 3. 4. Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: 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 in substantial accordance with the approval plans. Engineer/Architect Signed and Sealed Date: Name Address Print Miami shores V Ouild'ing Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:.(305) 756.8972 Date: 10-12-2017 Permit No. 17-1482 1. Pending structural approval. Ismael Naranjo, BO, CFM Building Director. SHR Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 6/6/17 Permit No.: RC17-1482 Project Address: 10007 NE 4TH AVE. Page 1 of 2 2" REVIEW AS OF 10/3/17: ALL ITEMS, AS LISTED BELOW, ARE STILL PENDING 1. PROVIDE ALL WIND DESIGN PRESSURES (BOTH NEGATIVE AND POSITIVE) FOR ALL OF DOORS, WINDOWS AND/OR SKYLIGHTS INSTALLED ON THE EXTERIOR ENVELOPE OF THE BUILDING; ON THE ARCHITECTURAL ELEVATIONS; OR ON THE DOOR AND /WINDOW SCHEDULES; OR PROVIDE ELEVATIONS WITH THE NOTED WIND DESIGN PRESSURES AS PART OF THE STRUCTURAL PLANS, IN COMPLIANCE WITH THE HVHZ PROVISIONS OF SECTION 2411.3.1.4, OF THE FBC 5TH EDITION 2014) CODE. 2. SPECIFY ON THE ROOF FRAMING PLAN, IN COMPLIANCE WITH SECTION 2319. 10, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE, THE FOLLOWING AS A MINIMUM: A) THE SIZES, SPANS AND MAX. SPACING CENTER -TO -CENTER OF ALL ROOF FRAMING ELEMENTS B) ROOF SHEATHING THICKNESS, GRADE AND NAILING PATTERN IN COMPLIANCE WITH SECTION 2322, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. FOR GABLE END CONDITIONS, IF APPLICABLE MIN. 10d NAILS SPACED 4" O.C. SHALL BE USED C) ALL DESIGN LOADS, BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS, AT SUPPORTS FOR ALL ROOF FRAMING D) ALSO SHOW ALL REQUIRED BRIDGING AND/OR PERMANENT LATERAL BRACING, NOTED THE BRACING ELEMENT SIZES AND MAXIMUM BRACING SPACING, AS REQUIRED FOR LATERAL BRACING OF THE ROOF FRAMING SYSTEM 3. PROVIDE SPECIFICATION AND/OR DETAILS FOR FOOTING CONTINUITY AT ALL CORNERS AND/OR BENDS IN COMPLIANCE SECTION 1819, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. Village of Miami Shores, Florida STRUCT. REVIEW COMMENTS (Cont.) Page 2 of 2 , 4. PROVIDE TWO COPIES OF SPECIAL INSPECTOR 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 1) SOIL COMPACTION REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE 5H Es Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: LI i 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 S 6 Framing and Connections welded or bolted Soil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 0 Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: 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 in substantial accordance with the approval plans. Engineer/Architect Signed and Sealed Date: Name Address Print Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Bill To JOHN & CRISTINA BUTLER 10007 NE 4 Avenue MIAMI SHORES, FL 33138- 60-9-11 hlrm 102 StFeet MIAMI SHORES, FL 33138 - Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 For Inspections please call: (305)762-4949 Permit Number: RC -6-17-1482 Invoice Date: June 02, 2017 Invoice Number: RC -6-17-64207 Bond Number: 3527 Comments: Permit Type: Residential Construction /'Work Classification: Date Fee Name Fee Type Fee Amount 06/02/2017 Preliminary Plan Review Fixed 200.00 06/02/2017 CO/CC Fee Calculated 50.00 06/02/2017 Education Surcharge Calculated 17.00 10/13/2017 Bond Type - Owners Bond Fixed 500.00 06/02/2017 Plan Review Fee (Engineer) Calculated 160.00 06/02/2017 DCA Fee Calculated 38.25 06/02/2017 Technology Fee Calculated 68.00 06/02/2017 CCF Calculated 51.00 06/02/2017 Scanning Fee Calculated 60.00 06/02/2017 Permit Fee Percentage 2,550.00 06/02/2017 DBPR Fee Calculated 38.25 10/03/2017 Plan Review Fee (Engineer) Calculated 120.00 Total Fees Due: $3,852.50 Friday, October 13, 2017 Return o E Shores Village N.E. 2nd Avenue Shores, FL 33138-0000 Bill To JOHN & CRISTINA BUTLER 10007 NE 4 Avenue MIAMI SHORES, FL 33138- 600 NE 102 StFeGt MIAMI SHORES, FL 33138 - Permit Number: RC -6-17-1482 Invoice Date: June 02, 2017 Invoice Number: RC -6-17-64207 Bond Number: 3527 Comments: Permit Type: Residential Construction / Work Classification: Date Fee Name Payments Friday, October 13, 2017 Fee Fee Amount Date Pay Type Check Number Amount Paid Change 06/05/2017 Check 102 10/03/2017 Credit Card 360.00 $0.00 200.00 $0.00 Total Paid: $560.00 11 Total Due: $3,292.50 Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 10-12-2017 Permit No. 17-1482 1. Pending structural approval. Ismael Naranjo, BO, CFM Building Director. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 26, 2017 Permit No: RC17-1482 Buildinq Critique 06/26/2017 Pending outside agencies. Ismael Naranjo Building Official 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. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 June 26, 2017 Permit No: RC17-1482 PLUMBING — RAFAEL HERNANDEZ 06/15/2017 Pending Derm and Health Dept. 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. 11& sy N Miami Shores Village 011 Building Ddpartment 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 6/6/17 Permit No.: RC17-1482 Project Address: 10007 NE 4TH AVE. Page I of 2 1. PROVIDE ALL WIND DESIGN PRESSURES (BOTH NEGATIVE AND POSITIVE) FOR ALL OF DOORS, WINDOWS AND/OR SKYLIGHTS INSTALLED ON THE EXTERIOR ENVELOPE OF THE BUILDING; ON THE ARCHITECTURAL ELEVATIONS; OR ON THE DOOR AND /WINDOW SCHEDULES; OR PROVIDE ELEVATIONS WITH THE NOTED WIND DESIGN PRESSURES AS PART OF THE STRUCTURAL PLANS, IN COMPLIANCE WITH THE HVHZ PROVISIONS OF SECTION 2411.3.1.4, OF THE FBC 5TH EDITION 2014) CODE. 2. SPECIFY ON THE ROOF FRAMING PLAN, IN COMPLIANCE WITH SECTION 2319.10, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE, THE FOLLOWING AS A MINIMUM: A) THE SIZES, SPANS AND MAX. SPACING CENTER -TO -CENTER OF ALL ROOF FRAMING ELEMENTS B) ROOF SHEATHING THICKNESS, GRADE AND NAILING PATTERN IN COMPLIANCE WITH SECTION 2322, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. FOR GABLE END CONDITIONS, IF APPLICABLE MIN. I Od NAILS SPACED 4" O.C. SHALL BE USED C) ALL DESIGN LOADS, BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS, AT SUPPORTS FOR ALL ROOF FRAMING D) ALSO SHOW ALL REQUIRED BRIDGING AND/OR PERMANENT LATERAL BRACING, NOTED THE BRACING ELEMENT SIZES AND MAXIMUM BRACING SPACING, AS REQUIRED FOR LATERAL BRACING OF THE ROOF FRAMING SYSTEM--, 3. PROVIDE SPECIFICATION AND/OR DETAILS FOR FOOTING CONTINUITY AT ALL CORNERS AND/OR BENDS IN COMPLIANCE SECTION 1819, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. Village of Miami Shores, Florida STRUCT. REVIEW COMMENTS (Cont.) Page 2 of 2 4. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR: A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 5TH EDITION 2014) CODE B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE I1, SECTION 8-22 1) SOIL COMPACTION REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE RSy` Miami Shores Village Building Department 10050 NE 2 Ave. 0R;oA Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: 17 " I i4 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 Steil Framing and Connections welded or bolted oioil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: 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 in substantial accordance with the approval plans. Engineer/Architect Signed and Sealed Date: Name Address Print Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 10-18-2017 Permit No. 17-2482 1. Pending structural approvals.. Ismael Naranjo, BO, CFM Building Director. M 5N°Res Miami Shores Village Building Department 10050 NE 2nd Ave. mss Miami Shores, FL 33138ORIDp 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 6/6/17 Permit No.: RC17-1482 Project Address: 10007 NE 4TH AVE. Page I of 2 3RDD REVIEW AS OF 10/17/17: THE FOLLOWING ITEMS, AS LISTED BELOW, ARE STILL PENDING: 2 3 4 2 ND REVIEW AS OF 10/3/17: ALL ITEMS, AS LISTED BELOW, ARE STILL PENDING BEEN 01 PTAWWA 2 1oI ftttA.. X1 WAMSM @y. VA WA W&A ON wffal OM Iwo am Paso 0 IN li'l Imps a, LNKM Iwo 2. SPECIFY ON THE ROOF FRAMING PLAN, IN COMPLIANCE WITH SECTION 2319.10, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE, THE FOLLOWING AS A MINIMUM: A) THE SIZES, SPANS AND MAX. SPACING CENTER -TO -CENTER OF ALL ROOF FRAMING ELEMENTS B) ROOF SHEATHING THICKNESS, GRADE AND NAILING PATTERN IN COMPLIANCE WITH SECTION 2322, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. FOR GABLE END CONDITIONS, IF APPLICABLE MIN. I Od NAILS SPACED 4" O.C. SHALL BE USED C) ALL DESIGN LOADS, BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS, AT SUPPORTS FOR ALL ROOF FRAMING D) ALSO SHOW ALL REQUIRED BRIDGING AND/OR PERMANENT LATERAL BRACING, NOTED THE BRACING ELEMENT SIZES s Village of Miami Shores, Florida STRUCT. REVIEW COMMENTS (Cont.) Page 2 of 2 AND MAXIMUM BRACING SPACING, AS REQUIRED FOR LATERAL BRACING OF THE ROOF FRAMING SYSTEM 3. PROVIDE SPECIFICATION AND/OR DETAILS FOR FOOTING CONTINUITY AT ALL CORNERS AND/OR BENDS IN COMPLIANCE SECTION 1819, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. 4. PROVIDE TWO COPIES OF SPECIAL INSPECTOR 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 1) SOIL COMPACTION REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE 5"°Resph Miami Shores Village Building Department 10050 NE 2nd Ave. 0 Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: il.epecial 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 LSoil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: 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 in substantial accordance with the approval plans. Engineer/Architect Signed and Sealed Date: Name Address Print Miami shores VDepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 10-18-2017 Permit No. 17-2482 1. Pending structural approvals.. Ismael Naranjo, BO, CFM Building Director. A {} SH°psy Miami Shores Village Building Department 10050 NE 2nd Ave. ORRy Miami Shores, Fl- 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 6/6/17 Permit No.: RC17-1482 Project Address: 10007 NE 4TH AVE. Page 1 of 2 3RD' REVIEW AS OF 10/17/17: THE FOLLOWING ITEMS, AS LISTED BELOW, ARE STILL PENDING: 2 3 4 2ND REVIEW AS OF 10/3/17: ALL ITEMS, AS LISTED BELOW, ARE STILL PENDING 2. SPECIFY ON THE ROOF FRAMING PLAN, IN COMPLIANCE WITH SECTION 2319.10, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE, THE FOLLOWING AS A MINIMUM: A) THE SIZES, SPANS AND MAX. SPACING CENTER -TO -CENTER OF ALL ROOF FRAMING ELEMENTS B) ROOF SHEATHING THICKNESS, GRADE AND NAILING PATTERN IN COMPLIANCE WITH SECTION 2322, HVHZ PROVISIONS OF THE FBC 5' EDITION (2014) CODE. FOR GABLE END CONDITIONS, IF APPLICABLE MIN. 10d NAILS SPACED 4" O.C. SHALL BE USED C) ALL DESIGN LOADS, BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS, AT SUPPORTS FOR ALL ROOF FRAMING D) ALSO SHOW ALL REQUIRED BRIDGING AND/OR PERMANENT LATERAL BRACING, NOTED THE BRACING ELEMENT SIZES M 01.. 2. SPECIFY ON THE ROOF FRAMING PLAN, IN COMPLIANCE WITH SECTION 2319.10, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE, THE FOLLOWING AS A MINIMUM: A) THE SIZES, SPANS AND MAX. SPACING CENTER -TO -CENTER OF ALL ROOF FRAMING ELEMENTS B) ROOF SHEATHING THICKNESS, GRADE AND NAILING PATTERN IN COMPLIANCE WITH SECTION 2322, HVHZ PROVISIONS OF THE FBC 5' EDITION (2014) CODE. FOR GABLE END CONDITIONS, IF APPLICABLE MIN. 10d NAILS SPACED 4" O.C. SHALL BE USED C) ALL DESIGN LOADS, BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS, AT SUPPORTS FOR ALL ROOF FRAMING D) ALSO SHOW ALL REQUIRED BRIDGING AND/OR PERMANENT LATERAL BRACING, NOTED THE BRACING ELEMENT SIZES Village of Miami Shores, Florida STRUCT. REVIEW COMMENTS'(Cont.) Page 2 of 2 , AND MAXIMUM BRACING SPACING, AS REQUIRED FOR LATERAL BRACING OF THE ROOF FRAMING SYSTEM 3. PROVIDE SPECIFICATION AND/OR DETAILS FOR FOOTING CONTINUITY AT ALL CORNERS AND/OR BENDS IN COMPLIANCE SECTION 1819, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. 4. PROVIDE TWO COPIES OF SPECIAL INSPECTOR 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 1) SOIL COMPACTION REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE W°Rhsy Miami Shores Village Building Department 10050 NE 2nd Ave. F 0 Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: A17 - ILOC/ j 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 Seel Framing and Connections welded or bolted Soil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: 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 in substantial accordance with the approval plans. Engineer/Architect Signed and Sealed Date: Name Address Print SO -11, Miami Shores Village Building Department 10050 NE 2nd Ave. F` R s Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 6/6/17 Permit No.: RC17-1482 Project Address: 10007 NE 4TH AVE. Page 1 of 2 4TH REVIEW AS OF 11/7/17: THE FOLLOWING ITEMS, AS LISTED BELOW, ARE STILL PENDING: 3 4 3RDD REVIEW AS OF 10/17/17: THE FOLLOWING ITEMS, AS LISTED BELOW, ARE STILL PENDING: 2 3 4 2" REVIEW AS OF 10/3/17: ALL ITEMS, AS LISTED BELOW, ARE STILL PENDING WINPOWIS BOTH AEN Q1111'4 QF X111; JaI III P • •RS As PART OF 4=711 THE HVH75 ppf(A"isiopis OF WN N EIMAS I MIN vwlvalffil mml wom W 11 IT, WWI W.-- Village of Miami Shores, Florida STRUCT. REVIEW COMMENTS (Cont. Page 2 of 2 3. PROVIDE SPECIFICATION AND/OR DETAILS FOR FOOTING CONTINUITY AT ALL CORNERS AND/OR BENDS IN COMPLIANCE SECTION 1819, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. 4. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR: A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 5' EDITION 2014) CODE B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22 1) SOIL COMPACTION . REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE aim. Wa IDIN 0. OR— n 01 ft - 3. PROVIDE SPECIFICATION AND/OR DETAILS FOR FOOTING CONTINUITY AT ALL CORNERS AND/OR BENDS IN COMPLIANCE SECTION 1819, HVHZ PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. 4. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR: A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 5' EDITION 2014) CODE B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22 1) SOIL COMPACTION . REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE 5N°Rbsy Miami Shores Village Building Department 10050 NE 2nd Ave. R Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: kn- '` I/pecial 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 eel Framing and Connections welded or bolted l Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: 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 in substantial accordance with the approval plans. Engineer/Architect Signed and Sealed Date: Name Address Print SN°Rbs Miami Shores Village Building Department 10050 NE 2nd Ave. F oft ° Miami Shores, Fl- 33138 305-795-2204 / Fax 305-756-5972 STRUCTURAL REVIEWS COMMENTS - AS OF 6/6/17 Permit No.: RC17-1482 Project Address: 10007 NE 4T" AVE. Page I of 2 4TH REVIEW AS OF 11/7/17: THE FOLLOWING ITEMS, AS LISTED BELOW, ARE STILL PENDING: 3 4 3RDD REVIEW AS OF 10/17/17: THE FOLLOWING ITEMS, AS LISTED BELOW, ARE STILL PENDING: 2 3 4 2ND REVIEW AS OF 10/3/17: ALL ITEMS, AS LISTED BELOW, ARE STILL PENDING WA I N.. Village of Miami Shores, Florida STRUCT. REVIEW COMMENTS Cont.) Page 2 of 2 wa ralAW"TAIRWlawdual.Mail NJ IS MAN WONS . WDA Ohmmeralle lip SINNS@ win .. WT 3. PROVIDE SPECIFICATION AND/OR DETAILS FOR FOOTING CONTINUITY T ALL CORNERS AND/OR BENDS IN COMPLIANCE SECTION 1819, HVHZ OVISIO- r NS OF THE FB 5TH EDITION (2014) CODE. V4. PR VIDE TWO COME OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR: A)\REINFORCED MASONRY PER SECTION 2122.4 OF FBC 5TH EDITION 014) CODE B) M I DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SEC ON 8-22 1) OIL COMPACTION REFER TO ATTA HED COPY OF THE INSPECTION FORM) ADDITIONAL CO REQUESTED DO( IIOJ- a 1 ---1 MAYBE PENDING AFTER REVIEW OF THE LISTED ABOVE 5H°Rfs Miami Shores Villageb Building Department 10050 NE 2nd Ave. Fioa; Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: ViC I-) - / 11) k_y L/'Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article 11 Section 8-22 Special Inspector for Trusses > 35 ft. long or 6 ft. high teel Framing and Connections welded or bolted Soil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: 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 in substantial accordance with the approval plans. Engineer/Architect Signed and Sealed Date: Name Address Print I APPLICATION TYPE AND HEARING REQUESTED Please check each type of application you are applying for: Site plan review - Residential Site plan review - Commercial, College, Address, City, State, Zip Community Facility Site plan review - Multi -family Residential Special or Conditional Use Phone Number Day( Type: Site plan review - Fence in front yard 0 Other - Address of Properp y and Folio Number Information available at www.miamidade.gov/r)a/property search.asp r• r u 1 ENTA ' 1! U0 5 . i VMS Address, City, State, Zip UE, tO2 15tYerd M1 I g APPLICANT INFORMATION SHEET Contact Information Please Print or Type Property Owner's Name a C9U S -T l N -r'LE Address, City, State, Zip UE, tO2 15tYerd M1 I g E-mail Address j .filerCll 1, CO Phone Number Day( Cell Number • ( Fax Number W5. VK_ Name of Applicant: Write Same if owner Is applying, or write name of tenant if tenant is applicant Contractors, architects etc. cannot be applicants they may be agents. Address, City, State, Zip E-mail Address Phone Number Day Cell Number Fax Number Name of Agent: Write NIA if owner or tenant Is representing themselves. Contractor, architects etc. may act as agentNOW OUIS W t VZC4I A t, I CC1 W ri Q 5645 V1N C VW Is L_*.jW Wulaffil FL 33 191 Address, City, State, Zip 2.100 N - N.li6 t VZ , VlAldWlt fit, 3'SI Z E-mail Address Phone Number DayCe Number PIS, Fax Number 83 Page 2 of 7 PBrZ Zoning Permit Applicaton 2017_01_04 JOHN R. BUTLER kwTHE HUMwNE SO(IM CRISTINA IMBURGIA BUTLER °" "'®" 500 NE 102 ST MIANII SHORES, FL 33138 Dde 0986 63.915/660 035 A foo. 1 MMUNORTH MIAMI BRANCH 03S 1885 NE 123 Sftd mhlWnk.aom Nath Wwnf, no" 33181 For l ` t , 1:0660 jci1551: 350LL 8 O 1N an Btu. r• Fv,,rW,X.J. 23 03 LOCH0 0986 HUMANE SOCIETY John & Cristina Butler 10007 NE 4th Avenue Miami Shores, FL 33138 Contractor: Imburgia Construction Services, Inc. - Louis Imburgia Architect: Dan Owens - NC Studio In regards to our proposal, please note site plan, survey and elevations provided. We are requesting board approval to enclose the attached first floor carport and the addition of a second story living space above said carport. First floor enclosure will be a utility room. The second floor will be a master bathroom. Design and construction will remain within the era and style of the home. New roof construction will be incompliance with the Miami Shores building code. As shown on the drawing, it will consist of a gable end engineered truss roof with tile to match the re roof of existing structure. We are proposing a continuation of the existing 4' concrete wall along the North and partial West perimeter elevation for additional security. The wall will mimic the existing South and East elevation walls. The partial wall located on the West elevation will feature a driveway gate in concurrence with the Miami Shores code setbacks. Please note plans for exact location. We are proposing a perimeter hedge to accompany the existing and new wall as per site landscape plan. New septic system and drain field installation proposed as per Miami Dade Country code and compliance. We look forward to enhancing this well known property in Miami Shores while respecting the design and neighborhood standards. We feel that these improvements will enhance the property and what it offers our community. Thank you for your time and we appreciate your consideration. John & Cristina Butler arranty Deed hx Thomss G. Sherman, P.A. Maria Gross of 90 Almeria Avenue Coral Gables, Florida 33134 Record & Return to: Christopher P. Kelley, P.A. 11098 Biscayne Boulevard Suite No. 205 Miami, Florida 33161 OR EPS 30292 P9s 2965-2967 QPssi 1'tt:.f:tiRDED J-1/02/2-016- 12:23;-'11-1' DEED 2:2t - DEED DOC TAX $,47230.00 SURTAX m13Y17"?e 50 if1F:4'i h'u4f1 riP r:}_FK OF COURT JT An X--CUIDE FLnr:Trj, Parcel Identification No: 11-3206-017-0490 SPACE ABOVE THIS LINE FOR RECORDING DATA WARRANTY DEED Made this 31st day of October, 2016, A.D. by Nancy Hazlett Bennett, individually as an un remarried widow as Trustee of the Nancy Bennett Revocable Trust, dated September 24, 2015, whose post office address is: 1266 NE 101 Street Miami Shores Florida 33138 (hereinafter called the "Grantor"), to John Butler and Cristina Butler, whose post office address is: 10007 NE 41 Avenue, Miami Shores, Florida 33138 (hereinafter called the "Grantee"): Whenever used herein the term "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of indivi&ials, and the successors and assigns of corporations) WITNESSETH, that the grantor, for and in consideration of the sum of Ten and 00/100 Dollars, 10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Miami - Dade County, Florida, viz: Lots 13,14 and 15, in Block 90 of MIAMI SHORES, SECTION NO. 4, according to an Amended Plat thereof recorded in Plat Book 15, at page 14, of the Public Records of Dade County, Florida, together with the improvements thereon and all furniture, furnishings, household goods and equipment within said improvements. a/k/a 10007 NE 4th Avenue, Miami Shores, Florida 33138 Parcel Identification No: 11-3206-017-0490 This conveyance is made subject to the following: 1. Easements, rights of way, limitations, reservations, covenants and restrictions of records, if any, which are not hereby being re -imposed; and, 2. Zoning or other regulatory laws and ordinances affecting the land, if any. Pagel of 3 warranty Deed rf f TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To have and to hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2015. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our presence: STATE OF FLORIDA ) SS: COUNTY OF MIAMI -DADS ) oiwwtwof Nancy azlett gennett, as Trustee of the Nancy Bennett Revocable Trust dated September 24, 2015 The foregoing instrument was acknowledged before me this .3L day of October, 2016, by Nancy Hazlett Bennett, as Trustee of the Nancy Bennett Revocable Trust dated S tember 24, 2015, who is personally known to me or who has produced6Q as z identification. SEA-) Wm=ty Dced MWAEEF7FjMY E)M&' pro+ NOTARY PUBLIC STA FLORIDA PrintName: ` My Commission Expires: MAP OF BOUNDARY, TOPOGRAPHIC, & TREE SURVEY I NORTH SEA -LE -l"=20' 35. l 35.00 0 96 FIR 1/2" (50.00') NO CAP 0aa+ LOT 13 BLOCK 90 TIE BEAM ELEV=23.60 z O 0 , r+ No 25.00' 3 9.0' O O P OAK TREE 0=1.4' a S= 20' HT.=40' v + 6.0' FDH 25.00' OAK TREE 0=1.6' ,p S=20' ` s+ HT =40' cpo's QO Oo i 00„ 9 Fa Lq 0 0 N 1 ONE STORY CBS RES # 10007 FF=10.90 IO 10' ASPHALT PAVEMENT O ALLEY U 50. P+ 71 OAK TREE ae M 0-1.0' N S=20' HT.=35' 17. 20' I 'o0 I _LA/C rn Oa 22.3' + TIE BEAM ELEV=30.25 50.00') OAK TREE 0=1.5' S= 20' o HT.=40' GAS 17.9' ONE STORY CBS FF --8.95 0 30 Lri 7' 50.00') Col FIR 1/2" Lo . NO CAP 1.30 54.75' (D APPROX. O LOCATION OF DRAIN 0FIELD (PER OWNER TESTIMONY) O SPA --- I - T- O APPROX. ITI LOCATION OF SEPTIC TANK (PER OWNER 15.7' ... TESTIMONY) OAK TREE 3.0• c 0=2.0' O S=20' H T. = 40' 12.0' LOT 15 BLOCK 90 LOT 14 BLOCK 90 50.00') N90000'00"W 125.15' 19' ASPHALT PAVEMENT NE 100TH S TRIEET 75' RNW(PLAT) LOT 92 FIR 1/2 50.00') NO CAP 2.40' 5' SW b N BOB:N90°00'00"W O Lo M LEGEND CERTIFICATE OF AUTHORIZATION i LB -8023 ABBREVIATIONS: A =ARC DISTANCE S Survey Pros Inc. AC = AIR CONDITIONER PAD i 8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183BCR = BROWARD COUNTY RECORDS BLDG = BUILDING Tel: 305.767.6802 BM= BENCH MARK www. survey-pros.comBOB -BASIS OF BEARINGS CBS = CONCRETE BLOCK & STUCCO LEGAL DESCRIPTION• C) = CALCULATED CERTIFIED TO: LOCATION MAP: C&G = CURB & GUTTER CLF = CHAIN LINK FENCE CHRISTINA BUTLER NOT TO SCALE COL = COLUMN D.E. = DRAINAGE EASEMENT N L, D.M.E. = DRAINAGE & MAINTENANCE EASEMENTNT I '• D/W = DRIVEWAY FLOOD ZONE INFORMATION: PL = PLANTER POB = POINT OF BEGINNING EB = ELECTRIC BOX POC =POINT OF COMMENCEMENT t' ENC. = ENCROACHMENT DATE OF FIELD WORK. THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN EP = EDGE OF PAVEMENT FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5JLORIDA ADMINISTRATIVE ZONE X. BASE FLOOD ELEVATION N.ZA COMMUNITY NAME & NUMBER MIAMI SHORES PT = POINT OF TANGENCY EW = EDGE OF WATER 120652 MAP & PANEL NUMBER 12086CO302 SUFFIX D, R = RADIUS DISTANCE FDH = FOUND DRILL HOLE R) = RECORD FF = FINISHED FLOOR ELEVATION VIE FIP = FOUND IRON PIPE (NO ID) NICOLEL VENTO 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM FIR = FOUND IRON ROD (NO ID) PROFESSIONALVEYOR & MAPPER NGVD 1929). FN FOUND NAIL (NO ID) STATE OF DA LIC. # 6945 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUND FPL = FLORIDA POWER & LIGHT TRANSFORMER PAD PROPERTY ADDRESS: L.E. =LANDSCAPE EASEMENT L.M.E. LAKE MAINTENANCE EASEMENT 10007 NE 4TH AVENUE, MIAMI SHORES, FL. 33138 M) = MEASURED MDCR = MIAMI -DADS COUNTY RECORDS MH = MAN HOLE ML =MONUMENT LINE LEGAL DESCRIPTION• P) = PLAT CERTIFIED TO: LOTS 13, 14, 15, BLOCK 90, OF AMENDED PLAT OF MIAMI SHORES SECTION NO. 4, PB = PLAT BOOK CHRISTINA BUTLER ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF PC = POINT OF CURVATURE THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PCP = PERMANENT CONTROL POINT PE = POOL EQUIPMENT PAD PG = PAGE PI = POINT OF INTERSECTION FLOOD ZONE INFORMATION: PL = PLANTER POB = POINT OF BEGINNING BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY POC =POINT OF COMMENCEMENT 09 AND INDEX MAP REVISED ON 09/11/09MANAGEMENTAGENCYREVISEDON0911 PRC = POINT OF REVERSE CURVATURE DATE OF FIELD WORK. THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN PRM= PERMANENT REFERENCE MONUMNT FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5JLORIDA ADMINISTRATIVE ZONE X. BASE FLOOD ELEVATION N.ZA COMMUNITY NAME & NUMBER MIAMI SHORES PT = POINT OF TANGENCY 120652 MAP & PANEL NUMBER 12086CO302 SUFFIX D, R = RADIUS DISTANCE CAD FILE: BUTLER R) = RECORD RRIGHT-OF-WAY B SURVEYOR'S NOTES: RESES =RESIDENCENCE K $$gypp = SIP :.8#8023 NICOLEL VENTO 1. ELEVATIONS WHEN SHOWN REFER TO 1929 NATIONAL GEODETIC VERTICAL DATUM S'IOb = SET NAIL & DISK LB#8023 PROFESSIONALVEYOR & MAPPER NGVD 1929). STI = SURVEY TIE LINE STATE OF DA LIC. # 6945 2. NO ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDATIONS, OR UNDERGROUNDSWK = SIDEWALK UTILITIES UNLESS OTHERWISE NOTED. TYP) = TYPICAL 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TOUB= UTILITY BOX MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS, U.E. = UTILITY EASEMENT RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN. W/F = WOOD FENCE 4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF SYMBOLS: THIS FIRM' 5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023. QT = TELEPHONE RISER 6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL CABLE TV RISER DESCRIPTION PROVIDED BY THE CLIENT OR ITS REPRESENTATIVE. 0 = WATER METER 7. FENCE OWNERSHIP IS NOT DETERMINED. X 0.00 = ELEVATION 8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE 00') =ORIGINAL LOT DISTANCE OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF CENTRAL ANGLE THE SIGNING PARTY(IES). 9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE CENTER LINE 100TH STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00"E. WV M = WATER VALVE BENCHMARK INFORMATION: JW = CURB INLET NAME: N-802 FIRE HYDRANT ELEVATION(NGVD1929): 8.98 LIGHT POLE LOCATIONI: NE 102 ST -- 46' SOUTH OF CA LOCATION2: NE 6 AVE -- 25' WEST OF CA E] = CATCH BASIN DESCRIPTION: PK NAIL AND BRASS WASHER IN CONC CATCH BASIN 0 = UTILITY POLE Qp = DRAINAGE MANHOLE CERTIFIED TO: O = SEWER MANHOLE CHRISTINA BUTLER IRON FENCE o = WOOD FENCE CHAIN LINK FENCE OVERHEAD UTILITY WIRE F-1 r_1 F] F-1 L" X711 ASPHALT CONCRETE PAVERS TILES COVER SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY;KNLEDGE AND BELIEF AS DATE OF FIELD WORK. RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUMICAL STANDARDS SET 01/19/17 FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5JLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. JOB! 17012032 DRAWN BY. NICK AUTHENTIC COPIES OF THIS SEAL CAD FILE: BUTLER SURVEY SHALL BEAR THE ORIGINAL SIGNATURE AND IHEET 1 of 1 RAISED SEAL OF THE NICOLEL VENTO ATTESTING REGISTERED PROFESSIONALVEYOR & MAPPER SURVEYOR AND MAPPER STATE OF DA LIC. # 6945 OWNER'S AFFIDAVIT OF CONSENT AND DESIGNATION OF AGENCY INVe C'".,lS I rV-\ as Owners) of Lot(s) Block Sections Plat Book and Page'Located at desire to file an application for a public hearing before the Planning and Zoning Board and INVE understafid and agree with the following: 1) That the Planning and Zoning Board will table or may deny the application if the property owner, or authorized applicant or agent is not present at the hearing. 2) That it is the responsibility of the property owner to submit a complete true and correct application before a hearing will be scheduled before the Planning and Zoning Board. 3) That the submittal of inaccurate or false information will result in an incomplete application, tabling or denial of the application or revocation of any Board approvals. 4) That the requirements of the Village Code, Miami -Dade County, the Florida Building Code, and other government agencies may affect the scheduling of a hearing and the ability to obtain/issue a permit for the proposal. 5) That the proposal and plans submitted must be compliant with the Village Code and that any plan that fails to comply with code requirements and for which no exception exists, must be corrected to comply with the Village Code prior to the public hearing. 6) That property owner is responsible for complying with all the conditions and/or restrictions imposed by the Planning and Zoning Board in connection with the request and will comply with those conditions and/or restrictions and that failure to do so will void and approvals delay issuance of permits to proceed with the request. 7) The undersigned owner(s) and applicant(s) / agent(s) certifies under penalties of perjury that all the statements contained in this application, including any statement attached to the application or any papers or plans submitted herewith are true and correct. INVe as the owners of the subjeq property: (Please ceck one) Do hereby authorize LOWto act on my/our behalf as the Applicant Agent. Wt I on my/our own behalf act as applicant(s), and make application in connection with this request for a public hearing before the Planning and Zoning Board. INVe understand that if my/our request is denied, INVe have ten (10) days from the date of hearing to appeal the decision of the Planning and Zoning Board to the Village Council. OATH OR AFFIRMATION STATE OF FLORIDA, COUNTY OF MIAMI-DADE: U r affirm Land subscribed before me this d A by. O s) Print Name Signature of Notary Public -State of Flori` C A / 4.41, e- r w riA- 5 o i . Name of Notary Typed, printed or stamped NOTARY AIr0...'P''., ro< s,.,, CATHERINE A. DUFFIN Notary Public -State of Florida My Comm. Expires Apr 15, 2017 F oaO•' Commission # FF 8417 P ase c '....• Bonded Through Assn. National Notary Personally known to me; o identification. Type of Identification Produced: or,4ir d)-and subscribeffieNre me this Signature of Notary Public -State of F ondaV Name of Notary Typed, printed or stamped CATH R;NIE A DUFFIN State of FloridacM)' Cr..., ; r. i'•rc s Apr 15. 2017 nu tssiot, N FF 3417 0sB' OWry Assn. identification. Type of Identification Produced: Page 7 of 7 P&Z Zoning Permit Applicaton 2017_01_04 OWNER'S AFFIDAVIT OF CONSENT AND DESIGNATION OF AGENCY 4 WeI/ ti s j V 1 as Owner(s) of Lot(s) P -it BlockCSectionstvf:) Plat Book and Pade Located at desire to file an application for a public hearing before the Planning and Zoning Boardand1Eunerstandandagreewiththefollowing: 1) That the Planning and Zoning Board will table or may deny the application if the property owner, or authorized applicantoragentisnotpresentatthehearing. 2) That it is the responsibility of the property owner to submit a complete true and correct application before a hearing willbescheduledbeforethePlanningandZoningBoard. 3) That the submittal of inaccurate or false information will result in an incomplete application, tabling or denial of the application or revocation of any Board approvals. 4) That the requirements of the Village Code, Miami -Dade County, the Florida Building Code, and other government agencies may affect the scheduling of a hearing and the ability to obtain/issue a permit for the proposal. 5) That the proposal and plans submitted must be compliant with the Village Code and that any plan that fails to comply with code requirements and for which no exception exists, must be corrected to comply with the Village Code prior tothepublichearing. 6) That property owner is responsible for complying with all the conditions and/or restrictions imposed by the PlanningandZoningBoardinconnectionwiththerequestandwillcomplywiththoseconditionsand/or restrictions and that failure to do so will void and approvals delay issuance of permits to proceed with the request. 7) The undersigned owner(s) and applicant(s) / agent(s) certifies under penalties of perjury that all the statements contained in this application, including any statement attached to the application or any papers or plans submittedherewitharetrueandcorrect. I/We as the owners of the subject property: (Please check one) Do hereby authorize El Applicant to act on my/our behalf as the Agent. Will on my/our own behalf act as applicant(s), and make application in connection with this request for a public hearing before the Planning and Zoning Board. I/We understand that if my/our request is denied, I/We have ten (10) days from the date of hearing to appeal the decisionofthePlanningandZoningBoardtotheVillageCouncil. OATH OR AFFIRMATION STATE OF FLORIDA, COUNTY OF MIAMI-DADE: Sworn to (or affirmE 2_day of _ Signature tf Owner Prit Name k LA kigna re o Notary L-0 t f= -ror(a 5 Name of Notary Typed, printed or stamped YY1, SEAL : LUIS PORRAS r MY COMMISSION # FF 107919 EXPIRES: July 30, 2018 Plea check one) v Wersonally known to me; or Produced identification. Type of Identification Produced: P&Z Zoning Permit Applicaton 2017 01 04 or affirmed) aigry rU 07,rvotary R!ub -State of Florida ID(raU06 Name of Notary Typed, printed or stamped LUIS PORRAS MY COMMISSION # FF 107919 EXPIRES: July 30 ,2018 Plea check one) ersonally known to me; or El Produced identification. Type of Identification Produced: Page 7 of 7 CONSENT FOR INSPECTION OF PROPERTY AND POSTING OF PROPERTY I, C4V1V`i CV k4 1 , th ow1l r fy-. the remises located at K3F LA' "a. rh reby ns?n 4 inspection of said premises and the posting of public notice by an employee of Miami Shores Village, Florida, in conjunction with an application for ;rVV11Y\ G without further notice. Dated this day of 1 aV \A C_WL OATH OR AFFIRMATION STATE OF FLORIDA, COUNTY OF MIAMI-DADE: Sworn toor affirmed) and Subscribed before me this Z (_d'ay.of J a"41 4 2017 by. n 05, q 0,qq1. Signature of OwN Telephone Number Print Name NOTARY SEAL: Si at a hf Notary Public --State of Florida Lw -s or a5 NtampedYCullss r My COMMISSION t FF 10791. Pie check one)' r EXPIRES: July 30, 2018 Personally known to me; or ' .....•• eonaeaThryW.uyundewhn Produced identification. Type of Identification Produced: Page 6 of 7 P&Z Zoning Permit Applicaton 2017 01 04 ti ... 1 MAP OF BOUNDARY TOPOGRAPHIC & TREE SURVEY BREVNIAIDNS: A - ARG -TANCE AC - AR CONNIONER PAD RR!RMAT s WllweuNR E L,emS survey Pros, Inc. 6306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183 BCR - BROWNID COUNTY RECOROS S- ..1. NO Tel 305.787.8802 e4-BExOR MARK BOB- BASS OF eEARI- www. su rvey-p ros. com LOCATTON MAP: CRS - CONCRETE KDON . -CO 0) - CALCULATED A. A CUT16R NOT TO SCALE - 1n'....•.-rzY2;y...s, : r, ...+evtT,.<r, :.••,,, +^ r•r-'• ` <, 'E' '+'' 'k'? AOE j• Y.INNn f•"Xa , _ y._5}+,^E-^•{;K;•!••. M'yT ._.:o C.E.D mu TENANasMaxn C - vA Tfi4 .1.?,ti . Ki.`'( :' 4.'• - i'U' 'Y s 1 Rv',•G''A,'. 1d AgPINLt YAYUOIT . , ti} "F O _i9. p FIR 112" ter• XJ RFT:''F • 'ML. 1 ,.- NO4`L EASEMENTORI NL1SCALE: 1.20'_•.ixr;]w•.tMiM1i.%G+t'."w`'."%strT-'+A."4 .. a.. : .. vi CAP a 1CTRIcAY Ee - ELFcrnlc eox ENC. - ENCROAtlIME FP - EDCE OF PAVFYENT EW - EDOE O- WATER 40 - FIR 1 W'5 (8p. (sD.OaJA2 1.301QGSE<`'N• ) YiY^r4.'r•::rT- NO CAP 19+ ACN . FauNO omLL HnE FF- EI ID) F.. 1).0 E -.A•f' ' . o I I TOM DD ON PIFPR - FWNO IRON PIPE (x0 101NOn - FgNND IRON ROD (No ro) t I. •. f,?. / Y _ y •` 1 } t 'Cb+ „ J` FN - HOUND NAIL (NO M) FPL - P°RER s LwHT PROPERTY ADDRESS. rx''S -t•+ <.- LOT 13 - I O MERTRANSFORMER PAD f1 - BLOCK 40 II J1, LE . IALAAE PE EASEMENTLYE - UIfE MANIENAMCE EASEMENT 1000) NE ATH -NUE, MIAMI SHOES. FL SSIDe LEGAL DESCRIPTION: j 10.tlTIEBEAM ELEV=23.80 - > n ` ONE STORY MMS - MAW-0ME CDIINTY RECORDS MH - MAN HOE ONEwpl14G. I CBS 6 TMENr PPB - PLAT BCON LOTS 1D. 14. 13. BL°°N SD. OF AN DED PUT OF NIAMI SNORES SECTION NO. A, ACCORDING TO THE PUT THEREO, AS REC0ROEO N PLAT BOOK 15, PAGE 14, OF d = . OAK TREE! ri A Z 4 I C -POINT OF CUR.I. PCP - PERMANENT CONTROLPOINT THE PUBLIC KOORDS OF MIAMI-RADE COUNTY. FLORIDA. O 1.13' FF -8.06 PE -POOL EgIIPMEIIT PID p ACE p + Q 128 R " ' HT? 3J2iNi25.00w 00 - - 1 O' INTERSECTION PL -PLANTER POB - PONT OF SEGINNIN. RI.00D TONE, DNFORMATTON: BASED ON THE FLDOO NSIRANCE RATE MAP OF THE FEDERN. ENERCE ICY Ib- o 6 N __- C 1 I.%D' 54.75 T y Y.0 ( A flOMziI rqY DC -POINT C, COMMFMC.- PRC - POINT OF REVERSE CURYATJRE PRM - PERMANENT REFERENCE P°NU gGENT A@ICY NE- ON OR/11/OB AND NDE% MAP RENSED ON 09/11/00MNLE ME QiMWGILY DEPICTED SUtONIX3) SMONH ON 1X13 4N' OF SVRYEY IS NATHAN ZONE X BASE RO)0 ELEVATION I COMMUNITY NAME a -it A• JZ=2 MAP PANEL NUMBER UAOiA.gQ -X L 2 I OF OMAN l / +J ;p • FlELD (PER OMNEP eN POINT OF TANGENCY R RAO US gSTAN 1,- , T 1E51YgM O OAK TREE __ T_ - 1 4' S•A ++ 0 Q LOT V RR) = RECORD W - w T -CF -WAY 8 REpS -E D ' SURVEYOR'S NOTES: ELEVATIONS MEN SHOWN REFER TO 19T9 NATIONAL CEOOERC KRIICN OATUM 2 S=20' 4 Q nNZ APPROK S Rl 410 - SET N. ! D15N LB/SOTJ Sil - SIRVEY tlE LINE HCVD 1919). 1 XTI WAS MASE LOCALE fOOTING3/FWNDATICNS Ot UMDEROt01ND Q F{T'•4O' LOCATON O' SFPTC jC0+ a TAN (PFA OMN AONESTORY TANK ( PE Y 13.7 » u SWM - 90EMALR ul,- - MICA UB - umTY SOX S UNLET NOTED. 3, THE3 LANDSS OTHFRWSE 1 HE LANDS SNOT HEREON NAVE NOT BEEN! A ABSTRACIID I REGARDS TOMATTERSfFINTERESTBYOTHERPARTES, 9Ug1 AS EASEMENTS, RIGHTS O WAY$ RESFAVAi OIS, ETC ONLY PLATTED EASEMENTS ARE SHOWN CBS + 1v OAK TREE fn 0-2.0' C ° ') RES 10007 QYY U.E. - TU EASEMENT W/F - WOOD FFIUQ A THIS SURVEY WAS PREPARED FOR AND CERTf ED TO THE PARTYDES) IMOCATED HEREON AND IS NOT TRANSFERABLE OR ASSUMABLE WTHOIT W ITTFN CONSENT OF SYMBOL& N s § / S=2o' ISTHS FRM 5 ALL BOUNDARY LMT INDICATORS SET ARE STAMPED B, BOTS S -4 rf=TD eo AO HT -40' m . TELEPHONE RISER 6 THE BOTNSARY UMTS ESTABLISHED ON THIS RIARE BASED ON - LEGAL 11S RRES A/c 40 laV CI - CABLE TV RISER AFENCE OVWRSHIP ISPRCI BNOT DETERMNDEPENTATVE. T"•'% OAK TREE P a roo oe':.. WATER METER K D.DO - ELEVATION 3. ADDITIONS OR DELETWS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE OTHER TUN THE SIGNNG PARTY(IES) IS PROHIBITED -- WRITTEN -1 ofILOT16 0=1.6' Bd .} .Iy BLOCK PO 00') - ORIGINAL LOT DISTANCE A - CENTRAL ANGLE TiE 9IWN0 PMMIE37. 9. BEARNCS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF HE 5=20' 'F QQ, - A' f'm I35.00' _` T.=40 CENTER UNE 1013TH STREET HAS BEEN ASB- A BEARING OF NWWDG'E. BENCHMARK INPORMATTON: NAME: N-802 ELEVATION(NGVD1929): d98 A TIE BEAM C` i ELEV=30.25 0 OAK TREE I X - WATER VALVE CURB INLET E o LOTH 5 FIRE HYDRANT n 0 BLOC1(90YdTeVIN C5_ZQ' F-20 + LST POLE LOCATIONI: NE 102 ST -- 46' SOUTH OF C/L LOCATNE 6 AVE -- 25' WEST OF CAII tO Q• o HT- Q W FIR 1/2- Q - CATCR BASIN- PN NAIL AND BRASS WASHER IN CONIC CATCH+ BASIN b0.00 UTILITY RILE N 50.0(n 2.4U• ORNNACE MANHOLE CERTflFM TO: ti1 - A s N otl' N90°00'00"W 125.15' SEVER MANHOLE RON FENCE CHRISTINA BUTLER t _ ` A '` N•. --.--_----' -- MOOD FENCE CHNN LINK FENCE OVERHEAD UNITY WRE tu.T A d O RR O L l ASPHALT CONCRETE PAVERS TILES COVER DTISURVEYOR'S CERTCATE: l1AT OA IE OF F7E1D NgYK: 4'"rO-Y<M Nl JC°A'•"' y"4}+-.ro; HEREBY CERTIFY iul5 SUVV£l' 13 TRUE AMD COFRECT TO THE BEST MT KNOIWEDGE AND MIET AS RECENT.Y SMVEIED AND °RANK UNDER YY DIRECTION AND MEEl3 THE 41NIYUM iECHNCK STANDARDS SET OI/19/il y ,i, r -F{`• `•fTtiw''' a.(..a awy- Y. h 4?yy' )•, `NfF, aJv!"TYy.r 24A''>s Y 1 i• y, S'r'i' FORTH BY THE MONICA STATE BOARD O SRVEKNS AND MAPPERS N CHAPTER 11-17 FLORIDA ADWN6TRATK CODE WRSIANT TO SECTION 11 fLOR OA STATE. r 1701p11 DRAW B1". NICK Fr :e 5ei ; .,cry- Urs- JCTi A51'J'•' a[.1+•Y r'x if a _7M?4 LN{"' Ji,44 f 'f1C A8PWLLT PAVEMENT A4pL lr +a`t,±=:.+ia5•'-.}:T'y: ::., T' B65.NBO'00'00"W AUIINENTIC COPIES OF THS SURVEY SHALL BEAR THE r CAD EHE: BUfiFR v'4: ;a 13TH SNEO TREET ORICINAI. SIGNATURE AND .,, • RINSED SEAL OF THE NICOLAS DEL VENTD 4 ~ ' s>"t,c4:?'i.y ' A Y PRSSTATTEy..s.c•4 7VWMPLAT) • SUR YVE ORO AND MAPPER OF FLORDATLG # SW on Certificate U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Coot/ all oaaes of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: CHRISTINA BUTLER A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number. Box No. 10007 NE 4TH AVENUE City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) MDCR LOTS 13-15, BLOCK 90, OF AMD PL OF MIAMI SHORES SEC 4, PB 15-14 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25.520278" Long. W80.112144' Horizontal Datum: NAD 1927x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,250 sq ft b) Number of permanent flood openings in the crawlspace or endosure(s) within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b 1,008 sq in d) Engineered flood openings? Yes N No A9. For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? [:]Yes X No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ Zone AO, use Base Revised Date Flood Depth) 12086CO302 L 09/11/2009 09/11/2009 X N/A 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: FIS Profile x FIRM Community Determined Other/Source: B11. Indicate elevation datum used for BFE in Item 139: x NGVD 1929 NAVD 1988 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes X No Designation Date: CBRS OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction* X Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, ARIA, ARAE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: `MDCR N-802 Vertical Datum: NGVD-1929 Indicate elevation datum used for the elevations in items a) through h) below. X NGVD 1929 NAVD 1988 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.10 0 feet meters b) Top of the next higher floor 10 9 X feet meters c) Bottom of the lowest horizontal structural member (V Zones only) NSA. X feet meters d) Attached garage (top of slab) NSA. X feet meters e) Lowest elevation of machinery or equipment servicing the building 10 0 5g feet meters Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.2 X feet meters g) Highest adjacent (finished) grade next to building (HAG) 9.3 X feet meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including NSA. Q feet meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes No Check here if attachments. Certifier's Name License Number NICOLAS DEL VENTO 6945 S a,Wv';, Title SURVEYORcey^"' 6 • `: ; Company Name SURVEY PROS, INC. Address 8306 MILLS DRIVE, #148 rCityStateZIPCode MIAMI Florida 33183 Signature{ Date Telephone 01/23/2017 (305) 767-6802 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) GPS COORDINATES OBTAINED USING GPS DEVICE MIAMI-DADE COUNTY RECORDS LOWEST MACHINERY = A/C PAD. A/C PAD IS LOCATED ON THE WEST SIDE OF THE HOUSE. FINSIHED FLOOR ELEVATION = 10.90 HIGHEST CROWN OF ROAD ELEVATION = 9.60 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawispace, or enclosure) is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items 438-4310. In Puerto Rico only, enter meters. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. The following information (Items 434-1310) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: feet meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters Datum G10. Community's design flood elevation: feet meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. L; oil 1i Photo One Photo One Caption FRONT VIEW 01/19/17 k ti w z it n t 4.. ti Y. Photo Two Photo Two Caption RIGHT SIDE VIEW 0/19/17 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. ire>' Plato One Photo One Caption LEFT SIDE VIEW 1/1/17 i 1 q Y Plato Two Photo Two Caption REAR VIEW 01/19/17 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments fog (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. CHRISTINA BUTLER A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number. Box No. 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) MDCR LOTS 13-15, BLOCK 90, OF AMD PL OF MIAMI SHORES SEC 4, PB 15-14 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25.520314" Long. W80.112102" Horizontal Datum: NAD 1927 x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 0 sq It b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? [-]Yes X No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ Zone AO, use Base Revised Date Flood Depth) 12086CO302 L 09/11/2009 09/11/2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: FIS Profile X FIRM Community Determined Other/Source: B11. Indicate elevation datum used for BFE in Item B9: x NGVD 1929 NAVD 1988 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes x No Designation Date: CBRS OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* x Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, ARAE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: *MDCR N-802 Vertical Datum: NGVD-1929 Indicate elevation datum used for the elevations in items a) through h) below. x NGVD 1929 NAVD 1988 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.95 X feet meters b) Top of the next higher floor NSA. Z feet meters c) Bottom of the lowest horizontal structural member (V Zones only) NSA. X feet meters d) Attached garage (top of slab) NSA. X feet meters e) Lowest elevation of machinery or equipment servicing the building NSA. g] feet meters Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 8.7 X feet meters g) Highest adjacent (finished) grade next to building (HAG) 8.8 X feet meters h) Lowest adjacent grade at lowest elevation of deck or stairs, induding NSA. X feet meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efibrts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes No Check here if attachments. Certifier's Name License Number NICOLAS DEL VENTO 6945 a'•,'`:, Title SURVEYOR 4 •', Company Name SURVEY PROS, INC. a Address 8306 MILLS DRIVE, #148 City State ZIP Code MIAMI Florida 33183 Signature, Date Telephone 01/23/2017 (305) 767-6802 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenticompany, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) GPS COORDINATES OBTAINED USING GPS DEVICE MIAMI-DADE COUNTY RECORDS HIGHEST CROWN OF ROAD ELEVATION = 9.60 A/C PAD ON WALL. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3_ Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5_ Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. The following information (Items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: feet meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters Datum G10. Community's design flood elevation: feet meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. i Photo One Photo One Caption FRONT VIEW 01/19/17 777 e j. 8 Photo Two Photo Two Caption RIGHT SIDE VIEW 0/19/17 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 10007 NE 4TH AVENUE (GUEST HOUSE) City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. 1 -- o s , fi Photo One Photo One Caption LEFT SIDE VIEW 1/1/17 4 L C Photo Two Photo Two Caption REAR VIEW 01/19/17 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 t y v y I i a .. .. '.' rt•.rr. 19: ZAT , . ZIT, 4 NNI 4 MR-AAMMW At y.