HomeMy WebLinkAbout22-50245335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BNR-0Mid 50III 4-1 2 1
1
Issue Date: 01/18/2023 A
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
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.1321=ziiipiiiiii�' 11111 jjjj��1111 1111 111 1111
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
PEfIT OFFICE()
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'01
ABBREVIATIONS
BC=BLOCK CORNER
(C)=CALCULATED
(M)=MEASURED
(R)=RECORD
(P)=PRORATED
TYP.= TYPICAL
P.B. = PLAT BOOK
P.G. = PAGE
F.I.R. = FOUND IRON ROD
F.I.P = FOUND IRON PIPE
S.I.R = SET IRON ROD
I.D = IDENTIFICATION
F/C = FENCE CORNER
B.M. = BENCHMARK
S. I. R 0 5/8"
(LB8195) O/S
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1.93' S
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(L68195)
1.00' E /
76.9'
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LEGEND
CENTER LINE
(0 PROPERTY CORNER
PROPERTY LINE
* PROPERTY CORNER TO BE SET
S.I.R. SUBJECT TO FIELD CONDITIONS
71) UTILITY POLE
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SECTION 12, TOWNSHIP 26S, RANGE 21E. PASCO COUNTY
jv
SCALE: 1" = 20'
LOT 6, BLOCK 3
"ZEPHYR HEIGHTS 1ST ADDITION"
P.B. 8 — P.G. 21
N8905114011E (M) 145.23' (C) 145.181 (R)
AAnr\inl ITW W" d'
CO) M
cN
T_ V_
S89051'401vW (M) 127.171 (C) 127.121 (R)
LOT 10, BLOCK 3
"ZEPHYR HEIGHTS 1 ST ADDITION"
P.B. 8 — P.G. 21
S.I. R 0/5/8"
L�8195
F. I. P 0 1 /2"
(NO I.D.)
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ORANGE AVE
F - 7 - -7 - -I -
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LOCATION MAP
(NOT TO SCALE)
PROPERTY ADDRESS:
5333 TANGERINE DRIVE,
�s o, /,:
ZEPHYRHILLS, FL 33542
/__%%�,111.11 — — —
� ,�.
(FOLIO No. 12-26 21 0040 00300 0070)
////J ,
,5 DESCRIPTION:
�� II
LOT 7 OF BLOCK 3 OF ZEPHYR HEIGHTS
1S ACCORDING O
G T ADDITION , AC IN T THE PLAT
1-1111
%\` THEREOF AS RECORDED IN PLAT BOOK 8
�1.
? AT PAGE 21 OF THE PUBLIC RECORDS OF
PASCOUNTY, FLORIDA.
tiI'll CO
.;..".."...."' FLOOD ZONE INFORMATION:
•`� &'�:, COMMUNITY: CITY OF ZEPHYRHILLS-120235
,; , :;
.O :, ;. ,, MAP/PANEL NO. 12101 C0456F
opc1b ; ; SUFFIX: F
90 .'�', ," ''' : FIRM DATE: 09/26/2014
ti ;:,141
,, �; FLOOD ZONE: X
,'7.2' :::::::::: 0", 7 . ""'.."I'V
::�Q
;. ,;,, ,,: Q' THERE MAY BE LEGAL RESTRICTIONS ON
y` , .5, ,,.,.
. , , ' '1 ,, , ,1, , ' , , ,I, �,� ''
,;�', E SUBJECT PROPERTY THAT ARE NOT
F .:
111fff
` .'''.„�:',,, SHOWN ON THE MAP OF SURVEY THAT MAY
,:- .A. �, r 1. A BE FOUND IN THE PUBLIC RECORDS OF
,, (11%,K fit, L� WORK SHAi _
; :'. �� D>rs� PASCO COUNTY OR THE RECORDS OF ANY
FLORIDAORI11LIIV
ti',,�„� .,,' D�BUIi.DiNC �-
�, , NATIONAL JN �(?,
a���cIRIc�oD OTHER PUBLIC AND PRIVATE ENTITIES AS
�.,.' ORDINANCES
�� ZPHyRM1Ll-
I'llaNcs THEIR JURISDICTIONS MAY APPEAR.
.;
THE MAP OF SURVEY IS INTENDED TO BE
DISPLAYED AT THE STATED GRAPHIC SCALE
�vav�� ���- IN ENGLISH UNITS OF MEASUREMENT.
C,�- ,.,
111.11
ry � �, __-._ j�
-� .>f ! 1� ATTENTION IS BROUGHT TO THE FACT THAT
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�' '� SAID DRAWING MAY BE ALTERED IN SCALE
So. Y.,4
BY THE REPRODUCTION PROCESS
I
5
THIS SURVEY WAS CONDUCTED FOR THE
PURPOSE OF A TIE - IN SURVEY ONLY AND IS
11L. . , . . I , I . . , . . � , I , � , . � I . I � . . . . . , , , . , , , , . . /-.-.%.�'.....'� ....".....1-%11111"..".1
NOT INTENDED TO DELINEATE THE
B.M.#1= .:.3'i,
REGULATORY JURISDICTION OF ANY
FEDERAL, STATE, REGIONAL OR LOCAL
AGENCY BOARD, COMMISSION OR OTHER
ENTITY.
BENCH MARK: GPS-NAIL ELEVATION: 89.31
FEET (NAVD88)
WHEN FIELD CONDITIONS ARE NOT
FAVORABLE TO SET MONUMENTS AT
PROPERTY CORNERS, A WITNESS WILL BE
PLACED OFF SET AND THIS REPORT WILL BE
UPDATED.
LEGAL DESCRIPTION WAS FURNISHED BY
THE CLIENT.
WELL -IDENTIFIED FEATURES AS DEPICTED
ON THIS SURVEY AND MAP WERE MEASURED
TO AN ESTIMATED HORIZONTAL POSITIONAL
ACCURACY OF 1/10 FOOT UNLESS
OTHERWISE SHOWN.
BEARINGS AS SHOWN HEREON ARE BASED
UPON AN ASSUMED VALUE OF S28 00 07 W
FOR THE WEST RIGHT OF WAY LINE OF
TANGERINA DR AS DEPICTED ON THE MAP
OF SURVEY.
LEGAL DESCRIPTION SUBJECT TO ANY
DEDICATIONS, LIMITATIONS, RESTRICTIONS,
RESERVATIONS OR RECORDED EASEMENTS.
THE SURVEYOR MAKES NO
REPRESENTATION AS TO OWNERSHIP,
POSSESSION OR OCCUPATION OF THE
SUBJECT PROPERTY BY ANY ENTITY OR
INDIVIDUAL.
SUBSURFACE IMPROVEMENTS AND/OR
ENCROACHMENTS WITHIN, UPON, ACROSS,
ABUTTING OR ADJACENT TO THE SUBJECT
PROPERTY WERE OT LOC TED AND ARE N A
NOT SHOWN.
NOT VALID WITHOUT THE SIGNATURE AND
ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
ADDITIONS AND DELETIONS TO THIS MAP OF
SURVEY BY OTHER THAN THE SIGNING
PARTY ARE PROHIBITED WITHOUT THE
WRITTEN CONSENT OF THE SIGNING PARTY.
THIS MAP OF SURVEY HAS BEEN PREPARED
FOR THE EXCLUSIVE USE OF THE ENTITIES
NAMED HEREIN AND THE CERTIFICATION
DOES NOT EXTEND TO ANY UNNAMED
PARTY.
CERTIFY TO:
GOEL SONEY REUEL & GOEL ASHA
MARC DAVID
SURVEYOR'S CERTIFICATION:
I HEREBY CERTIFY: THAT THIS "TIE - IN
SURVEY" AND THE MAP OF SURVEY
RESULTING THERE FROM WAS PERFORMED
UNDER MY DIRECTION AND IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELIEF AND FURTHER, THAT SAID "TIE -
IN SURVEY" MEETS THE INTENT OF THE
"MINIMUM TECHNICAL STANDARDS FOR LAND
SURVEYING IN THE STATE OF FLORIDA",
PURSUANT TO RULE 5J-17 OF THE FLORIDA
ADMINISTRATIVE CODE AND ITS
IMPLEMENTING RULE, CHAPTER 472.027 OF
THE FLORIDA STATUTES.
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OWNER I NEORMA Tl ON:
SG BUILD COMPANY
10329 CROSS CREEK BLVD.
SUITE P TAMPA, FL 33647
ENGINEER INFORMATION.
DR. IWI A. GOEL, PH.D., P.E 47431
SONEY FNl LLC
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD., SUITE P
TAMPA, FL 33647
Ph: 72 7-420-4796
Fax: (813) 972-2846
wvvvv.soneyfmllc.com
CON TRA C TOR INF-ORMA TION:
SG BUILD COMPANY
10329 CROSS CREEK BLVD.
SUITE P
TAMPA, FL 33647
BUILDSG
Oo
A S- B UI L T I NEORMA TI ON:
IT IS THE RESPONSIBILITY OF THE
OWNER/CONTRACTOR TO PROVIDE ALL
AS -BUILT INFORMATION TO THE
ENGINEER INCLUDING BUT NOT LIMITED
TO ALL DEVIATIONS TO THE APPROVED
PLANS AND COST ESTIMATES.
CODES COMPLIED INN TH:
1. FLORIDA BUILDING CODE-2020, 7TH EDITION RESIDENTIAL
2. ASCE 7-16 FOR WIND LOADS
3. FEMA FLOOD ZONE "X" ACCORDING TO FIRM
1210'IC0456F DATED 09/26/2014
PROPER T Y I NF-ORMA TI ON:
PROPERTY USE: SINGLE FAMILY RESIDENTIAL
LEGAL DESCRIPTION:
ZEPHYR HEIGHTS I ST ADDITION PB 8 PG 21 LOT 7 BLOCK 3
PARCEL 1 2-26-21-0040-00300-0070
SECTION 1 2,TOWNSHIP 26S, RANGE 21 E
A S- B UI L T I NF-ORMA TI ON
IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ALL AS -BUILT
INFORMATION TO THE ENGINEER INCLUDING BUT NOT LIMITED TO ALL
DEVIATIONS TO THE APPROVED PLANS AND COST ESTIMATES.
L I A BI L I T Y I NF-ORMA TI ON:
THIS DRAWING IS VALID FOR 12 MONTHS
AFTER THE DATE IT IS SIGNED AND SEALED OR
UNTIL THE REQUIREMENTS OF THE 2020 7th
EDITION OF THE FLORIDA BUILDING CODE IS
CHANGED. THIS DRAWING IS SIGNED AND SEALED
FOR THE STRUCTURAL PORTIONS OF THE DRAWING
ONLY. ARCHITECTURAL, ELECTRICAL, OR MECHANICAL
DETAILS, IF SHOWN, ARE FOR VISUAL REFERENCE
ONLY AND ARE NOT COVERED UNDER THIS SEAL.
YEAR BUILT; 2022
AREA TABULATIONS:
1 . HEATED SPACE .: 1 '1 45 S.F.
2. GARAGE .: 240 S.F.
3. FRONT PORCH .: 15 S.F.
TOTAL UNDER ROOF .: 1400 S.F
CODE ANALYSIS -
CODE :
FLORIDA BUILDING CODE RESIDENTIAL
FBC, 2020, 7TH EDITION
FLORIDA FIRE PREVENTION CODE, 2020, 7TH EDITION
COUNTY: PASCO COUNTY
CITY. ZEPHYRHILLS
CONSTRUCTION TYPE: VB
OCCUPANCY
PROPOSED: HOUSE
HEIGHT & NO. OF STORIES:
NUMBER OF STORIES: 1
BUILDING HEIGHT:
---
SECTION 12,TOWNSHIP 26S, RANGE 21 E
5333 TANGERINE DRIVE
ZEPHYRHILLS, FL 33542
PASCO COUNTY
PROJECT SIT
STRUCTURAL NOTES:
FOUNDATIONS
PREFABRICATED WOOD TRUSSES
SOIL TO BE: COP/PACTED TO AT LEAST 95%
I. ALL PREFABRICAT(3D'WOOD TRUSSES SHALL BE SECL-RELY
OF MAX. DRY DENSITY AS DETERMINED BY
FASTENED TO THEIR SUPPORTING 'WALLS OR BEAMS WITH
ASTM - 1557 ( MODIFIED PROCTOR)
HURRICAW- CLIPS OR ANGICRS.
2 PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN
FOUNDATION INSPECTIONS
ACCORDANCE WITH THE LATEST EDITION OF TFIE " AT10 AL
DESIGN SPECIFICATION FCR WCOD Coi\is,RUCTIC(`I' BY
A FOUADATION SURVEY SHALL BE PERFORMED AND A
AMF-2CAN FOREST AND PAP��R ASSOCIAT10N .
CCPY C-- THE SLRVC-Y SHALL BE ON SITE FOR'rt-IE BUILDI�z
3. TRUSS MEMBERS AND COT\IECTICNS SHALL BE PROPCR-
lf\r ECTCRS USE, OR ALL PROPER )- wRKERS SHALL BE
TIONED ('WITH A MAXIMLAA ALLOWABLE STRESS INCREATE
EXPOSED .
FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE -
LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.
CAST IN PLACE CONCRETE
4. BRIDGING FOR PRE-ENGII\,EERED TRUSSES SHALL BE AS
REQUIRED BY THE TRUSS MANUFACTURER UNLESS
I. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
NOTED CNl THE PLANS.
STRENGTH AI- 28 DAYS C= 3000 PSI, A SLUMP OF W
5. TRUSS ELEVATIONS A.ND SECTIONS ARE FOR GENERAL
PLUS OR MINUS I", AND HAVE 2 TO 5% AIR EM"RA N%4ENJT,
CCi�PIGURATION OF TRUSSES 0i 11_Y. 'WEB MEMBERS ARE
AND A MAXIMUM 'WATER/CEMENT RATIO OF 0.58
NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS
2 ALL REIN FORCIP G STEEL SHALL BE NEW DOMESTIC
MANLF"ACTU E-R IN ACCORDANCE 'WITH THE FOLLOWING
DEFCRMFD BILLET STEEL COI1IFORMING TO ASTM A-615
DESIGN LOADS'
GRADE 40.
6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL
S. HOCKS SHALL BE PROVIDED AT DISCOI,rl'INL000S ENDS CF
PLA rE COI\I(\ECTED WCCO TRUSSES PER THE TRUSS
ALL TOP BARS OF BEAMS
PLATE INSTITUTE TPI LATEST EDITIO(,L
4. HCRIZaIffAL FCOTING BARS SHALL BE BENT 1'-O"
7. PRE-ENGINEERED WOCA TRUSSES SHALL BE DESIGNED BY
AROUND CORNERS OR CORDER BARS WITH A 2-O"
THE MANUFACTLRERS DELEGATED SPECIALTY ENGINEER
LAP PROVIDED
IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING
5. MINIMUM LAP SPLICES ON ALL REINFORCING BAR
CODES. SUBMITTALS SHALL INCL LDE TRUSS
SPLICES SHALL BE 40 BAR DIAMETERS TYP.
FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES,
BRACING, ANCHORAGE, CCNNIECTICNIS, TRUSS LOCAL-la�iS, AND
MASONRY WALL CONST.
AND PERMAr�NI' BRACING AND/OR BRIDGING AS REQUIRED
.
FOR ERECTION AND FOR TILE PERMANENT sTRUC'I'URE-. EACH
L HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA
WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90,
REGISTERED STRUCTURAL ENGI<EER. SUBMIT 3 COPIES FOR
WITH A MINIMUM NET COMPRESSIVE STRENGTH OF
REVIEW AND APP20VAL PRIOR TO FABRICATIOM
1900 PSI ( F'M = 1500 PSI )
8. THE TRUSS MANJFACTURER SHALL DETERMINE ALL SPANS
2. MORTAR SHALL BE TYPE "M" CR 'S', CONFORMING TO
WORKING POINTS, BEARING POINTS, AND SIMILAR CCNDITIONS.
ASTM C270.
"TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
3. COARSE GROUT- SHALL CONFORM TO ASTM C476 WITH A
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
MAXIMMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM
COV,P2ESSIVE STRENGTH OF 3000 RSI SUL. AP 8" TO 11'.
4. VERTICAL REINFORCEMENI' SHALL BE AS NOTED CN THE
UPLIFT CONNECTORS
DRAWINGS WITH THE CELLS FILLED NIITH COARSE GROUT.
5. VERTICAL REINFORCEMENT- SHALL BE HELD IN POSITION
1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS
AT THE TCP AND BOTTOM AND Al- A MAXIMUM SPACING
ANCHORS AND ANCHOR BOLTS ACRE ONLY REQUIRED ON
OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED
MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES.
IN THE CENTER OF THE MASONR'r CELL TYPICAL UNLESS
INTERIOR LOAD BEARING WALLS ARE NOT /AL'NAYS EXPOSED
OTHER`WI E NOTED.
TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD
6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR NOT NEED TO HAVE CONNIECTORS APPLIED. PLEASE CONSULT
DIAMETERS, L rJLESS OTHERWISE NOTED ON THE DRAWINGS
TINE TRUSS ENGINEERING FOR THE LOCATIONI CF THESE WALLS.
WOOD CONSTRUCTION
FIELD REPAIR NOTES
1. MISSED LINTTEL STRAPS FOR MASC4,tRY CONSTRUCTION MAY
I. WOCO CONSTRUCTIONI SHALL C0NFCi2M TO THE N FPA
BE SUBSTITUTED W/ (1) "SIMPSCN Pf"TS12 TWIST STRAP W/
'NIATIONIAL DESIGN SPECIFICATION FOR'WOOD
(4) 3/16" X 2 114" DIA. TAPCONiS TO THE BC 0 BEAM BLOCK
CONSTRUCTION', LATEST EDITIOM
AND (7) IOD TO THE TRUSS FOR UPLIFTS OF 1000 LBS. OR
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR
LESS. USE (2) FOR 2000 LBS. OR LESS. OTHERS MAY BE
WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS,
SUBSTITLU-I ED ONl A CASE BY CASE BASIS.
( I.E. B_OCKING OR GABLE END BRACING ) SHALL BE EITHER
2 MISSED "J" BOLTS FOR WOCO BEARING WALLS MAY BE SUB -
SOUTHERN PINE, OR S.P.F. NJMBER 2 GRADE SHALL BE
STITUI"ED W/ 1/2' DIP. A36 THREADED ROD SET IN 5/8" DIA. X 6"
USED REGARDLESS OF SPECIES.
DEEP HOLE 2/3 FULL WITH' PROPDXY " 300 ADHESIVE BINDER
3. ANY WOOD FRAME BEARING WALL STUDS THAT ARE CUT
FOLLOWING ALL MANUFACTURERS RECOMMENDATIONS (OR 1/2" X 6'
FOR PLUMBING LINES, ET-C. SHAL4 BE, ^jRED'WITH
RAWL STUD EXPANSION ANCHORS. ) HOLES MUST BE CLEANED .
SIMPSONI HSS2 STUD SHOES,OR QUA TY , UNO.
WITH WIRE BRUSH AND OIL FREE - COP/PRESSED AIR PER
MANU ACTERS INSTRUCTIONS
WOOD FRAMING INSPECTION
3. FOR MISSED REBAR LOCATION
ALL PL UVBIN:G, ELECTRICAL, AND MECHANICAL
DRILL A 3/4" DIAMETER HOLE 6' DEEP AT THE LOCATION OF
ROUGH46 MJST BE CO,\/PLATE, INSPECTED
THE OINATTED REBAR, AND INSTALL A 32' LON:G u5 BAR Ir F0
AND APPROVED BEFCRE REQUESTING FRAMII\G
THE EPDXY FILLED HOLE. USE A TWO PART EMBEDDEMENrr
INSPECTION.
EPDXY ( SIP/PSON 'EPDXY TIE SET', OR HILTI " 2 PART"
STRUCTURAL STEEL
EMBEDDMENrr EPDXY), MIXED PER MANUFACTURERS
INSTRUcTiwS. ASSURE THAT ALL DUST AND DEBRIS FROM
ALL STRUCTURAL E MISCELLANEOUS STEEL A36 36.00,0 PSI U.N.O DRILLING ARE REMOVED FROM THE HGLE BY BRUSHING AND
TUBE STEEL ' ASTM A500, GRADE 9, FY-46,000 PSI
AND USING COP/PRESSED AIR PRICR TO APPLYING THE EPDXY.
PIPE STEEL As-rM A 53, TYPE E OR 5, FY = 35,000 PSI
ALLOW TTIE EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS
SHOP AND FEILD WELDS- E70XX ELECT -BODES
-11 IEN FILL THE CELL IN THE NORMAL VIIAY DURING BOND BEAM
STRUCTURAL BOLTS ' ASTM A325 , BEARING TYPE CONNECTIal
STRUCTURAL BOLTS ASTM A307
STRUCTURAL BCL.TS' ASTM A307 FOR SECa JdARY CONNECTIONS
PC(JR
4. HURRICANE STRAPS MAY BE SUBSTITUTED WITII A STRAP OF
WHERE INDICATED. ALL BOLTS CAST IN CONCRETE - ASTM A36
GREATER UPLIFT AND LATERAL LOAD VALUE IN THE
OR ASTM A-307 STEEL REINFORCEMENT SHCPDRAWINGS TO
FIELD wrrHoUT VERIFICATION, PROVIDED ALL MANUFACTURERS
BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATIONL
INSTALLAIIC(\I INSTRUCTIONS ARE FOLLOWED.
5. FOR MORTER .IOINI-S LESS Tl IAN 114", PROVIDE (1) n5 VERT.
IN CONIC. FILLED CELL EACH SIDE CF TINE JOINT ( BAR DOES
NOT HAVE- TO BE CONrr. TO FCCTING )
PROJECT SITE
STRUCTURAL DESIGN CRITERIA
CODES
2020FLOPIDA BUILDING CODE (7TH EDITION)
NFPA 70 NATIONAL ELECTRICAL CODES. ( NEC 2017 )
BUILDING CODE REO UIREMENTS FOR REINFORCED CONCRETE (ACI 318-14)
SPFCIFICATIOfdS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-10)
BUILDING CODE REQUIREMEf\rrS FOR MASONRY STRUCTURES (ACI 530-11)
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUC-I 101`1, 2015 EDITION
'/l/OOD FRAMED CONS-TRUCTIOt\t MANUAL 2017 EDITION
APA PLYWOOD DESIGN SPECIFICATION
LIVE LOADS'
ROOF 30 PSF (REDUCIBLE)
RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF
BALCONIES 60 PSF
STAIRS 40 PSF
LIGHT- PARTITIONS (DEAD LOAD), U.N.O. 20 PSF
10 PSF ATTIC L.L.
COf\ICRETE
ALL CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI
ST2ENGTH
PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY 3000 PSI
® 28 DAYS
REINFORCING:
VIJELDED WIRE FABRIC SHALL CONFORM TO ASTM A185
ALL REINFORCING BARS ASTM A615-40 40,000 PSI
ALL STIRRUPS AND TIES ASTM A615-40 40,000 PSI
POLYPROPYLENE FIBERS FOR SLABS ON GRADE M4\11MUMk5 LBS. OF FIBER
Pf R CUPIC YARD
EPDXY:
SI1MPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE
WAS USED IN THE DESIGN OF THIS. IF CONTRACTORS
WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT
THE ENGINEER OF RECORD FOR WRITTEN APPROVAL.
COf,ICRETE
ASTM C90-15, STANDARD WEIGHT UNITS, FM=1500 PSI
MASONRY
MORTAR TYPE "S" 1800 PSI
UNITS:
CONCRETE GROUT 3000 PSI
CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION
STRUCTURAL
ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O
STEEL:
SHOP AND FIELD WELDS E70XX ELECTRODES
ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
WOOD FRAMII
BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O.
NO. 2 SOUTHERN YELLOW PINE (19Z M.CJ OR # 2 SPRUCE
ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, OR OSB
FLOOR SHEATHING TEG A-C GROUP I APA RATED (48/24)
SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM
BEAM FB = 2900 PSI (2.OE) WOOD COLS. PARALLAM 2.OE U.N.O.
WOOD ROOF
DESIGN LOADS: SHINGLE ROOF: TILE ROOF:
TRUSSES:
TOP CHORD LIVE LOAD: TOP 30 PSF 30 PSF
CHORD DEAD LOAD: 10 PSF 10 PSF
BOTTOM CHORD DEAD LOAD 10 PSF 10 PSF
50 PSF 50 PSF
SEE DRAWINGS FOR SPECIAL CONCENITRATED LOADS IF REQUIRED
DESIGN ROOF TRUSSES FOR WINDLOADS PER FBC 2017 USING EITHER
ULTIMATE OR ALLOWABLE LOADS SO LONG AS ALL APPROPRIATE FACTORS
AND COMBINATIONS ARE USED -THROUGHOUT THE ENTIRE DESIGN
BOTH SUCTION AND PRESSURE MUST BE CONSIDERED
WOOD FLOOR
DESIGN LOADS:
TRUSSES:
DEAD LOAD: 15 PSF
LIVE LOAD: 40 PSF
TOTAL: 55 PSF
SOIL BGARIN
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF
VALUE:
SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS
IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY
THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR -1-0
FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN
SOIL TO BE COMPACTED TO AT LEAST 95 `b OF MAX. DRY DENSITY AS
DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR)
NOTE: THE DESIGN IS IN COMPLIANCE WI-FI-I
ASCE-24
INDEX
C-1
- COVER SHEET
SP-1
- SITE PLAID!
F-1
- FOUNDATION PLAN
A-1
- FLOOR PLAN
A-2
- ELEVATION
D-1
- WALLS DETAILS
D-2
- FRAMING DETAILS
D-3
- WALL FINISH DETAILS
E-1
- ELECTRICAL FLOOR PLAN
H-1
- MECHANICAL PLAN
P-1
- PLUMBING PLAN
SCOPE OF WORK: SINGLE FAMILY RESIDENCE.
150 ENCLOSED
ALL
WORK SHALL COMPt"Y WITI�!
CODES FLORIDA BUILDING C(.-)r)
/ NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
EXP C
=> Ui
REVIEW DATE - '�
-MAR- 1 ?rya _,
i
CITY OF ZFPFIYRHI�l:
PLAN EXAMINER /
WIND - THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS OFF
FBC 2020, 7TH EDITION INCLUSIVE OF ASCE 7-16 WIND PROVISIONS
FOR A NOMINAL
DESIGN 3-SEC GUST OF 150 MPH. AS DEFINED IN SECTION 1609.2,
DEFINITION (2).
THIS STRUCTORE DOES MEET THE REQUIREMENTS FOR AN ENCLOSED
BUILDING AND
AS SUCH HAS BEEN DESIGNED WITH AN INTERNAL PRESSURE COEFFICIENT
OF +.18
AND -.18, UNADJUSTED FOR ZONES 12 AND 3. DESIGN HAS UTILIZED A WIND
IMPORTANCE FACTOR OF 1.00 FOR BUILDING CATEGORY II IN AN EXPOSURE C AREA
AND COMPLIES WI?H WIND SPEED MAPS AS ADOPTED BY COUNTY JURISDICTION.
ENCLOSED BUILDING
DESIGN WIND PRESSURE (PSF)
Zone
Effective
Basic Wind Speed
Zone
Effective
Basic Wind Speed
150 MPH 3-sec. Gust
130 MPH 3-sec. Gust
4
Wind Area
5
Wind Area
SO FT
+
-
SQ FT
+
-
<10
30.4
33.0
<10
30.4
40.7
15
29.7
32.3
15
29.7
39.4
r
N
20 290
31.6
20
29.0
38.0
�j
25
28.7
31.3
25
28.7
37.4
30
28.4
31.0
30
28.4
36.8
1
1
35 281
30.7
35
28.1
36.2
1
N
40
27.8
30.4
40
27.8
35.6
W
W
45
27.5
30.1
45
27.5
35.0
Z
Z
50
27.2
29.8
50
27.2
34.3
75
26.6
29.1
75
26.6
33.0
N
O
100
25.9
28A
100 1
25.9
31.6
GARAGE DOOR
9'-0" WIDE 7'-0" HEIGHT
26.7
30.2
16'-0" WIDE T-0" HEIGHT
25.6
28.5
ROOF WIND ZONES
DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE MOST
CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE AREA AND
ZONE 1
27.8
30.4
ZONE 2
27.8
51.0
OVERHANG CONDITIONS)
ZONE 3
27.8
76.8
NOTES:
1, ANY WINDOIN, ALL OR PART, WHICH IS WITHIN 6' OF A CORNER
SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, ALL OTHER
WINDOWS ARE CLASSIFIED IN ZONE 4.
2. ROUND AREA DOWN TO THE LARGEST PRESSURE IN THE CHART ABOVE.
- DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND
INTERNAL PRESSURES) APPLIED NORMAL TO ALL SURFACES. COMPONENT MANUFACTURERS
SHALL USE THE HIGHER OF THE TWO NUMBERS FOR APPLICABLE SQUARE FOOTAGE.
Digitally signed by Ram Goel
DN:
E=Soneyrmllc@yahoo.com,
CN=Ram Goel,
Ram Goel O= ENGINEERING,
OSoney FM LLC, L=Tampa,
S=Florida, C=US
Reason: I am approving this
document
Date: 2023.03.06
14:58:51.0500'
A. G2� Y/�
LICENSE a�
No� 4743 /
V 1
��� STATE OF
FLORIDA
NA_11110 G���
Notes:
1. This item has been electronically signed
& sealed by Ram A. Goel using a
Digital signature & date.
2. Printed copies of this document are not
considered signed & sealed. This signature
must be verified on any electronic copies.
3. schematic only
w
rn
7
F
# SG22 By: KD
d By: S.G.�l
issue Date: 08-16-22
Revisions.,
No. Date Description
A\
03/06/23
REVISION 1
0
0
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT
THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT 2016 NOT PUBLISHED
THIS IS TO CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND TO BE IN COMPLIANCE
WI rH CHAPTER 16 OF 2020 7TH EDITION FLORIDA BUILDING CODE AND APPLICABLE SUPPLEMENTS.
RAM A. GOEL, P.E. # 47431
COPIES OF THESE PLANS ARE NOT VALID UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
S.I.R 0 1/211
LB8195
t
{
I
i
4.
l
INACCESSIBLE
CORNER
>m
O
LOT 6, BLOCK 8
"ZEPHYR HEIGHTS 1 ST ADDITION"
I.B. 8 - P.G. 21
hRUPERIY
S8 0 `' °° )12 .1 9(C) 12 . 2"()
LOT 10, BLOCK 3
11EPHYR HEIGHTS 1 ST ADDITION"
P.B. 8 — P.G. 21
LINE
1 1 11 1 It _ _ i s — —!I I 1 1. 1 ! --�=—
S.I.R O 11211
LB8195
SITE
B.M.#1=89.31'
SET NAIL
POST OPTIONS:
2"x4" OR 2.5"DIAM.
WOOD; 1.33LBS./FT.
LEGEND
6' MAX.
MIN. STEEL
it
FILTER FABRIC IN
Q
DENOTES 5/8" IRON ROD & CAP SET
(LB7683)
PC —
POINT OF CURVATURE
CONFORMANCE WITH
0
DENOTES IRON PIPE OR REBAR FOUND
(5/8")
PI —
POINT OF INTERSECTION
15"
SEC. 985 F.D.O.T.
DENOTES 4%4" CONCRETE MONUMENT
SET (LB7683)
PT —
POINT OF TANGENCY
to
go "
SPECS. OR EQUAL
DENOTES 4%4" CONCRETE MONUMENT
FOUND3'
IP —IRON
PIPE
18
x
_ E and CAP
MIN.
EXIST.
DENOTES NAIL & DISC FOUND
IRC—
IROONROID
IIII
„IIII
IIII-IIII
GROUND
NO
ID — NO IDENTIFICATION
C
ROD and CAP
12"_
FND
— FOUND
R
S
RADIUS
CM
— CONCRETE MONUMENT
T —
TANGENT
f —
MORE OR LESS
L —
ARC LENGTH
200
ORB
— OFFICIAL RECORDS BOOK
A —
CENTRAL ANGLE
PRINCIPAL POST
PG
— PAGE (S)
OPTIONAL,
TED
(P)
— PLAT
CH —
CHORD BEARING &DISTANCE
NOTE: SILT FENCE SHALL NOT
POST
200 TPOSOWARDS SNFLOW
R/W
— RIGHT OF WAY
BE TRENCHED IN WHERE
POSITION v
(D)
-DEED
TWP
- TOWNSHIP
ADJACENT TO TREES DESIGNATED
I-
(C)
- CALCULATED
RNG
-RANGE
TO REMAIN.
w
-FILTER FABRIC
(M)
- MEASURED
X
X DENOTES FENCE
THE SILT FENCE MUST
>I
SILT
EXIST.
AC.
— ACRE(S)
E —
E DENOTES OVERHEAD ELECTRIC
BE SECURED THROUGH THE
FLOW
�
GROUND
POB
- POINT OF BEGINNING
PLACEMENT OF FILL OVER
_
IIII-IIII-' I
_ _
IIII-IIII-IIII-IIII-
POC
— POINT OF COMMENCEMENT
o-
— POWER POLE
THE LOWER LIP OF
EOP
— EDGE OF PAVEMENT
CONCRETE
THE BARRICADE.
EOG
— EDGE OF GRADE
N —
NORTH
— TELEPHONE PEDESTAL
E —
EAST
x
x x SILT FENCE
S —SOUTH
IN —
WEST
-��
FLOW ARROW
'IL
�-j
T BARRIER DFTAII
F.I.R O 1/211
(NO I.D.)
4U Al.
4.
04
SET BACK
DISTANCE
FRONT
33-62"
REAR
75
-21
LEFT SIDE
12'-42'�
RIGHT SIDE
15'-0"
Dlg°tally signed by Rain Goel
ON:
E=Soneyimllc a yahoo.com,
CN=Ram Goel,
OU=ENGINEERING,
Ram Goel o=Soney FM LLC,
L=Tampa, S=Florida, C=US
Reason: I am approving this
document
Date: 2023.03.06
14:58:22-05'00'
0X
LICENSE
No 4743'!��
i STATE OF
FLORIDA
I I 1111 \��
1 11 I'.. >
P�
r�/�
+
rat
'r•t-1
U
`'
S
rL/
U
�
Job # SG2212
Drawn By: KD
�hecked By: S.G.
s s u e Do t e: 08-16-22
Revisions'.
No. Date Description
/1\
03/06/23
REVISION 1
Notes:
1. This item has been electronically signed
& sealed by Ram A. Goel using a
Digital signature & date.
2. Printed copies of this document are not
considered signed & sealed. This signature
must be verified on any electronic copies.
3. schematic only
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT
THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT 2016 NOT PUBLISHED
THIS IS TO CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND TO BE IN COMPLIANCE
WITH CHAPTER 16 OF 2020 7TH EDITION FLORIDA BUILDING CODE AND APPLICABLE SUPPLEMENTS.
RAM A.GOEL, P.E. # 47431
COPIES OF THESE PLANS ARE NOT VALID UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
__ -911-
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---- __----- -..-
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} , - F4 °' OVER 6MIL
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, 8„ F-1 VISQUEEN I 7 -0
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- _ '_- 41_811 - - ---- 31-211 - --,-
-- 14 4y2 -- -- --
12' 8" //� I 11
21-1" ---- 6'-011 --- 2%0" - I
- --- --- - 9'-11y2" - _ �--- - - -- - - -- 19'-8�211 ----- -------- -- ----- -,'
FOUNDATION PLAN ■ REPRESENTS A POURED
CELL WITH (1) #5 1'X4'
REBAR UPRIGHT
SCALE: 1/4"-11-011 (1) #5 1'X4' REBAR UPRIGHT AT
CORNER POURED CELL SPACED
4" MIN FROM EDGE OF SLAB.
------- __ - __ __ -------------
- - _-____ --____ ____ -
----- 61-311 -
- 31-011
- C -' T-
NOTE:
IN LIEW OF CAST IN PLACE ANCHORS 1/2" MIN.X6" EXPANSION
HEAD ANCHORS MAY BE USED.INSTALL EXPANSION ANCHORS
WITHIN 6" OF END WALL AND 24"O.C. BETWEEN ANCHORS.
LINTEL AND BEAM LEGEND
1.MINIMUM 4"BEARING PER END@LINTELS. 2.TOP BOND BEAM ELEVATION=+9'-4"U,N.O.
31INTELS WITH A CLEAR SPAN LONGER THAN 12'-4"SHALL BE PRESTRES U.N.O.
HEADER SCHEDULE I_(LTR LEGEND
OPENING SIZE HEADER REMARKS SHT DETAIL INDICATOR
UP TO 3'4" DOUBLE 2X6----------
31511 TO 6'-011 DOUBLE 2X8--------- XXX LINTEL OR WOOD HEADER
6'-1" TO 8'-6" DOUBLE 2X10 (2)JACK STUDS EACH ENDS DESIGNATIONALL WOOD
8'-7" TO 12'-6" DOUBLE 2X12 (2)JACK STUDS EACH ENDS HEADERS TO BE (2)PLY U.N.O.
ELEVATION INDICATRO-
ELEVATION NOTED IS RELATIVE TO
FINISH FLOOR DATUM=01-0"
D _\
C )11... 1-rr Rrlt.rCj?C;!K - ry -- i,) r:s,
CU10<01 ,\a ,;U E (At) C(F)QUED is: _t� _ L1 t`_�`:�� ( ti . �,i , - � 'I-.
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Ram Goe
Digitally signed by Ram Goel
DN:
E=SoneyfmllcC7a yahoo.com,
CN=Ram Goel,
OU=ENGINEERING,
IO=Soney FM LLC,
L=Tampa, S=Florida, C=US
Reason: I am approving this
document
Date: 2023.03.06
14:58:05-05'00'
1 3000 PSI CONCRETE GRADE
SLAB W/ REINFORCING
FIBER MESH
2XPT PLATE SQUARED 10 SLAB
I COULMN FOOTING 2XAT 16" O.C. W/ SEE HEADER /LINTEL PLAN W11) POWDER COATED FASTNER 9X14T 24"
GRADE VARIES �_I A I _ 3'X3'X2' 1/2" GWB EA. SIDE FOR ASSOCIATED WALL OR TAPCONS @16"O.C. (2) O.C. MAX
3 , DETAIL SPECIFYING ROWS12DGUN NAILS@12 O.C.
- I ( PAVERS 1/�G.W•B.
' `� o° I I TYP. SEE PER PLAN +� ANCHOR REQUIREMENT SEE PER PLAN EACH SIDE
SLOPE "
2-#5 1 " ) GRADE SLOPE 4 SLOPE 11
-
LONGITUDINAL . - -
REBAR . II - - .
MONOLITHIC r r. I o - -1 5 =IN -1
} v �' •i � � � � lO o� O r
FOUNDATION -
COMPACTED CLEAN FILL DIRT 3#5 TOP & g" �(1) #4 BAR CONT, (2)#4 ROD CONT. (2)#4 ROD CONT 4" 1
TO BE DENSITY TESTED 1211 BOTTOM t,. - ON CHAIR 10" 1' 10" ON CHAIR 1 62"
@ BOTH�NAY �,, �., _ COMPACTED FILL
LIFTS -
-1. . - r _..� r _ r .r_ -_ -
t r :� r ) r I '- ,
AIL OUNJA"I0� J:,li ;) HJ v. _D� 1_CI L IE� SLAB 1 .. C,� E?_., - ,t, (t,t�.'�---- SLa a, �A�. I- ;
iF1/>- '' ------ --- fir- ` _ '� - �:. ; - -- -' - - �=- `'---- F4\; - --- - - - -- - F5 ___ ----------- - _ -- �--- B��,r2L.G'_
SEE HEADER/LINTEL PLAN
FOR ASSOCIATED WALL 3/4" RECESS IN SLAB
DETAIL FINISH FLOOR LU
- ::i
RODS CON -
ON CHAIRS L I 1 4
i ' `O MONOLITHIC
N N
FOUND W/(2)#5
T- Y ' • RODS CONT. ON
o C
t X � vo CHAIRS
10" - I 1' I 1011 I \I I Iil� -1 - - I - - I - -
1 -
1\ THICKENED S1AB AT tfl-r7Ri04 ViALL BEARIH! ',RA`F Oi_,t RFCESSFI, .,tLi_
F- - H I --- -- -- ---- ----- -- - - - --- --- -- - - -
1 #4 SEE FOUNDATION PLAN
REINFORCEMENT 1 z
BAR CONT. yz j
CONC .PER 92
SCHEDUL�I o-I TO
.i.k ao SLOPE DRAIN o
Iv°
��ii ,. ,
f1
(F10 SHOT IER RFC SS
`,N\\1 IA I I I ////
N� PM !F �/
"� Q' LICENSE �i
No 4743'I� /��(-�,:�-
�� _
�.0 -
00 STATE OF �
,/ ,� FLORIDA �. %�
'10//\SS1ONAL\\��
FOUNDATION PLAN NOTES:
1 riCr C.AIV CUT JCI%T
r+1I_ __ -
W CUT
PENETRATIN
PIPE
F12
F.1
In
W
>
8"CMU
FINISH PER
ELEV.
FINISH
FLOOR
LOOP TIE(TYP.)
-�
..
MONOLITHIC FOUND
P.V.C.
W/(2)#4DIA RODS
SLEEVE
CONT ON CHAIRS
_
FRONT VIL'.
�� --
8"K.O.BLOCK W/#5BAR
GROUTED SOLID.
-
VIF
#5 BAR W/ A.C.I.
L
STANDARD HOOK AT
TOP CAP PER GENERAL
-
�
NOTES.
•
POURED CELL W/(1)#5 BAR
- -�
_--- -----
--
CONT. FROM BEAM TO FOOTING.
8"C.M.U. WALL LAND
INRUNNING BOND
F1 S_ 1:1 Do , �y T E Ea(�
1. TOP OF SLAB ON GRADE EL.= (+) 0'-0" U.N.O. TOP OF FOOTING EL.= (-) 6" U.N.O.
2. CENTER ALL FOOTINGS BELOW WALL/COLUMN U.N.O.
3. ALL FOOTING REINFORCING TO BE BOTTOM BARS U.N.O.
4. VERIFY ALL DIMENSIONS W/ ENGR, PRIOR TO FABRICATION & CONSTRUCTION.
5. VERIFY FOOTING ELEVATIONS W/ CIVIL. MAINTAIN 18" SOIL COVER ON TOP OF FOOTING. TYP.
6. MAXIMUM SPACING OF CONTROL JOINTS SHALL BE 28' FOR EXTERIOR WALLS AND 32, FOR INTERIOR
WALLS.
7.DISCONTINUE HORIZONTAL JOINT REINFORCING AT CONTROL JOINTS. REINFORCING
8. CONCRETE SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN
CONCRETE INSTITUTE BUILDING CODE, CONCRETE SPECIFICATIONS SHALL BE AS FOLLOWS -28 DAYS
STRENGTH -3000 PSI
9. ALL REINFORCEMENT SHALL CONFORM TO ASTM-A-615 GRADE 60 AND SHALL BE DETAILED,
FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL AND CRSI
MANUAL OF STANDARD PRACTICE.
10. NON SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS STRENGTHOF 5000 PSI AND SHALL COMPLY
WITH THE REQUIREMENTS OFASTM C109, ASTM C939, ASTM C1090, ASTM C1107 WHEN APPLICABLE
TERMITE SPECIFICATIONS
FINISH GRAD / SLOPE /
0z I .-
�� Z
- ' I HICKFNED SLAB FD,Jr_ K;
F_1 - - ---- - - _
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I111=1
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Cfii it W.0%_ Zh tWACC TD $71M41 OP FOIIV0.
1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED RE -INSPECTION AND TREATMENT CONTRACT
RENEWAL SHALL BE PROVIDED.THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL (FIBS 105.11).
2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0"AWAY FROM BUILDING SIDE WALKS.
3. IRRIGATIONS/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING
SIDE WALLS.
4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS
THAN 6".
5. TREATMENT SHALL BE FLORIDA APPROVED (BORACARE-RECRUIT IV#62719.4531(SENITRICON #64405111).
T
6. MINIMUM 6MIL VAPOR RETARDER MUST BE INSTALLED O PROTECT AGAINST RAILFALL.
7. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALL
FBC(R3201.6).
8. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND
IRRIGATION ANY SOIL. DISTRURBED AFTER THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED(FBC R3201.6)
9. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY LICENSED PEST CONTROL COMPANY BEFORE A
CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE"THE BUILDING HAS RECEVIED A COMPLETE
TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITE.THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
FLORIDA DEPARTMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
_10. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-0"OF THE BUILDING. THIS
INCLUDES ALL GRADE STAKES.TUB TRAY BOXES, FORVIS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.(FBC R320.3)
11. NO WOOD, VEGETARIAN, STUMPS, CARDBOARD, TRASH ETC. SHALL NOT BE BURIED ON SITE OF ANY BUILDING OR %
1) #5 ROD CONT.
)N CHAIRS
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GG
Notes:
1. This item has been electronically signed
& sealed by Ram A. Goel using a
Digital signature & date.
2. Printed copies of this document are not
considered signed & sealed. This signature
must be verified on any electronic copies.
3. schematic only
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Job # SG2212
Drawn By: KID
f--hecked By: S.G.
issue Date:08-16-22
Revisions:
No. Date Description
Zt,
03/06/23
REVISION 1
0
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.:I.IO I I I I I I I I. I I I II _I�_ I L,� .! ,z,. I I I i II . I I I I �,�•_: :,III
( --�- I I _ ' I I --- I . + I L - , -� I -- - 1 I I I' ! 1 . . I L_— 1 _ I _ 1 - I - -- -
11'-11 11
12'-811
WATER LINE IN &
DRAIN LINE
+29.7/-39.4
TABLE R302.6 DWELLING I GARAGE SEPARATION
SEPARATION
I MATERIAL
NO1 LE83 THAN 112 IhiCri GYPS PA 80ARD OR EQIJIVAL _N r
FROM THE RESIDENCE AND ATTICS
APPLIED TO TFIE GARAGE SIDE
FROIA ALL IIABI TABLE HOWS ABOVF IHE GARAGE
NOT LE7.zs THAN »81NCH rYf'E'J.- 0Yt1$V1,I bQARD OR EQUIVALEN1T
st-RUOTURE(S) 3UPPORfi FLOORICEEILIN(3 ASSEMBLIES USED FOR
SEPARATION REQUIRED BY THIS SECTION
NIO r L=3S I HAN Ir2 INCH GYPS1A,9 BOARD Oft EOUIVALE 1r
IC-ARAGES LOCATED LESS THAN 3 FEE r FROM A DAIELLING
1110f LESS n LV-1112 INCH GYPSUM BOARD OR COUIVALE1.) r APPLIED TO
UNIT ON THE SAME LOT
THE IN rERIOR SIDE OF EXTERIOR VIALLS THAT ARE WI THIN THIS AREA
FOR 81 1 INCH = 25A rrun. 1 FCyJ r = :504.8 mrn
HEADER SCHEDULE
OPENING SIZE HEADER
UP TO 3'4" DOUBLE 2X6
31511 TO 6'-011 DOUBLE 2X8
6'-111 TO 8'-611 DOUBLE 2X10
8'-7" TO 12'-611 DOUBLE 2X12
REMARKS
(2)JACK STUDS EACH ENDS
(2)JACK STUDS EACH ENDS
31- 011
+29.7/-39.4
+28.7/-37.4
6'-011-
43'-011
FLOOR PLAN
SCALE: 3/8" = V-011
61-311
1 +29.7/-39.4
1
21-111 � 3'-011
I
- 4"FFE
7'- 3"
AREA TABLE
HEATED SPACE = 1145 S.F.
GARAGE = 240 S.F.
FRONT PORCH = 15 S.F.
TOTAL UNDER ROOF = 1400 S.F.
A
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PRODUCT APPROVAL SPECIFICATION SHEET
CATEGORY/SUBCATEGORY
MANUFACTURER
PRODUCT DESCRIPTION
APPROVAL NUMBER(S)
impact
APPROVAL NUMBER(S)
1. EXTERIOR DOORS
FIXED
THERMA-TRU CORP
SWINGING DOORS
FL 15227.3 fl 15227.5
FIXED
PGT
SLIDING DOORS
fl 251.10
fl 251.6
2. WINDOWS
SINGLE/DOUBLE HUNG
pgt
SINGLE HUNG
FL 239.1
FL 239.4
HORIZONTAL SLIDER
pgt
HORIZONTAL SLIDER
FL 242.1
FL 242.4
FIXED
pgt
FIXED WINDOWS
FL 243.1
FL 243.3
3. PANEL WALL
SOFFIT
plygem siding group vinyl
SOFFIT F
115847
4. ROOFING PRODUCTS
asphalt SHINGLES
owens corning
asphalt SHINGLES
fl 10674
ROOFING TILES
MONIER/LIFESTYLE
eagle
ROOF TILE
FL 601-r5
FL 7473,
5. STRUCT COMPONENTS
WOOD ANCHORS AND
CONNECTORS
SIMPSON
WOOD CONNECTOR
ANCHORS
fl 10456-r2, fl 10852-r1, fl
13872-r1, fl 11473-r2,
1`110667-r1, fl 10866-r2
LINTELS
cast-crete
PRECAST CONCRETE
LINTELS
FL 158-r5
hurricane
protection
global protection
products, IIc
20 gauge steel
24 gauge steel
fabric shutter Ifl
fl 15076.1
fl 15076.2
15088
—L 1 1 1 I' 1I ' I -
GENERAL PLUMBING NOTES
1, ALL WORK AS PER GENERAL SPECIFICATIONS AND ALL FEDERAL, STATE AND
LOCAL CODES.
2, FOR HOT AND COLD WATER APPLICATIONS TYPE L COPPER SHALL BE USED OR
PEX AS ALLOWED BELOW.
3• CROSSLINKED POLYETHYLENE (PEX) PIPING MAY BE SUBSTITUTED FOR COPPER
GIVEN THE FOLLOWING SPECIFICATIONS. USE ON COLD WATER AND HOT WATER
APPLICATIONS NOT TO EXCEED 140 DEGREES F. ZURN OR EQUAL PIPE AND
FITTINGS SHALL BE USED. THE FOLLOWING STANDARDS SHALL BE ADHERED TO:
ASTM F876 FOR THE PIPE, ASTM F1807 BRASS FITTINGS MUST BE USED. DO
NOT HYPERCLORATE THE SYSTEM IN EXCESS OF 5 PPM OR AS ALLOWED BY
MANUFACTURER. DO NOT STORE PEX IN DIRECT SUNLIGHT. DO NOT BUY PEX
FROM ANY WAREHOUSE KEEPING PEX STORED OUTSIDE. DO NOT INSTALL ANY
PEX PiPING THAT HAS BEEN EXPOSED TO SUNLIGHT LONG ENOUGH FOR THE
LABELING TO FADE. PEX THAT IS TO BE EXPOSED IN OPEN SLAB APPLICATIONS
FOR LONGER THAN ONE WEEK SHALL BE WRAPPED IN ALUMINIZED TAPE TO
PROTECT AGAINST UV DEGRADATION.
4• ALL FIXTURES USED SHALL BE AS PER SCHEDULE OR EQUAL.
5. ALL FIXTURES SHALL HAVE STOP VALVES AT WALL.
6, ALL VENTS SHALL BE CARRIED THROUGH ROOF, COMPLETE WITH ROOF SYSTEM
COMPATIBLE ROOF JACKS.
7, ALL TOILET SEATS SHALL BE FOR ELONGATED BOWLS WITH OPEN FRONTS.
8• TO FACILITATE THE CLARITY OF THE DRAWINGS, SEWER, WATER, AND GAS LINES
ARE NOT ALWAYS SHOWN IN THEIR EXACT LOCATIONS.
g• CONTRACTOR SHALL ViSIT JOB SITE PRIOR TO BID AND VERIFY EXISTING
CONDITIONS. NOTIFY ENGINEER iF EXISTING CONDITIONS DO NOT MATCH
CONTRACT DOCUMENTS.
10. PROVIDE WETTED TRAPS TO ALL FLOOR DRAINS.
11. ROUTE TEMPERATURE AND PRESSURE RELIEF FROM WATER HEATER TO SEWER
OR TO THE OUTSIDE OF BUILDING.
DOOR SCHEDULE
LABEL
QTY
FLOOR
CALL I -11SIZE
WIDTH
HEIGHT
R/O
DESCRIPTION
D1
1
1
3668
3'-011
, 6.J1-811
4111
X 83 3/41'
SOLID CORE
®2
1
1
2868
2f-811
61-811
3311
X 827
INTERIOR
D3
3
1
2668
21-611
61-811
3111
X 8211
INTERIOR
D4
1
1
2068
2'-011
6'-811
2511
X 821'
INTERIOR
D5
1
1
2068
21-011
6'-811
25"
X 8211
GLAZED PANTRY
D6
.. 1
1
2868
2'-811
61-811
3311
X 8211 _
GARAGE ENTRY
_ .-Q7,-
2
1
2468
21 44rt
I
6 -811
2911
X 8211
SLIDER POCKET
®8
1
1
1070
10'-0i1
7141
10'
X 7' 1
GARAGE DOOR
D0
0
1
5068
5'-011
61-8"
6211
X 8211
DOUBLE DOOR
D10
1
- 1
2668
'-611
61-811
35"
X 83 3/4'1
EX
XTERIOR
TERIOR
I
LABEL QTY FLOOR CALL SIZE
W 1 4 1 3052
1
II`
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WINDOW SCHEDULE
WIDTH HEIGHT
31-011 51-211
HEADER THICKNESS
41-611 1 5/811
11'-411
61-011
41-011
MASONRY R/0 TYPE
3811 X 6311 SINGLE HUNG
Digitally signed by Ram Goel
DN:
E=Soneyirnllc@yahoo.com,
CN=Ram Goel,
OU=ENGINEERING,
Ram G o e I O=Soney FM LLC,
L=Tampa, S=Florida, C=US
Reason: I am approving this
document
Date: 2023.03.06
14:57:46-05'00'
1 5/811
�\ GPM ���/�/
♦ LICENSE
No 4743'ti �`�
r
t G 00":
�� — -r
�� =
.0
��� STATE OF �/� %
♦ FLORIDA
//ONAU
���/III 110 \
HEADER
41-611
�R'311.2 C-GRESS DOUR
ATLEAST ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT THE EGRESS DOOR SHALL BE SIDE—HING,ED. AjND ,SHALL PROVIDE A NNNINIUM t,LEAR WIDTH
OF 32 INCHES (8-13 corn) 11A IEN MEASURED BETWEEN TIME FACE OF THE DOOR AND THE STOP, ih/ITI I THE DOOR OPEN 90 DEGREES (1.57 rod). TIME NIINIMUM CLEAR
I e(3I IT Or T1-IE DOOR OPENiNG SHALL NOW BE LESS D IAN 78 lf'I(AlE3 f mi lnrn) Ihl I-iEIwrr PJE SUkED F'RONl i HG TOP O t HC 11-IRESHOLU rU 'I'HE BOT" Obt OFTHE HE 3`10P.
OTHER DOORS) SHALL NOT BE REQUIRED TO COh11PLY WITH THESE MININIUNI DIPAENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DINELLING
WITHOUT THE USE OF A KEY OR SPECIAL KN011`kEDGE OR EFFORT.
I TABLE R301.2(4) GARAGE DOOR LOADS FOR A BUILDING WITH A MEAN HEIGHT OF 30 FEET LOCATED IN EXPOSURE B
Va,,--d AS DETERiAINED IN ACCORDANCE WITH SECTION R301.2.1-3 (P.,IPH - 3 3ECOND GUST) I
ROOF P,NGLE <10 DEGREES
er1=11—C lI E AkEk
90
100
'110
'120
'130
140
150
1;t+iu ri 1(F r )
HEiGTr; (r r.)
- -
9
7
12.r3-111.5
15.3-17.9
19.1-21.r3
22.8-25.8
26.7-30.2
3'1.Q 35.1
35.6-4_
16i
I
12.3-13.7
15.2-16.L�
18. ;-20.4
21.8-24.3
25.6-28.5
2`8.7-33.1
34.1-387
FOR 51 1 1-001 = 3044 tiust, I & QUAtIE F-00r = 0.0t129 ri't2, 1 MILE PER FKJUR = 1.608 kiivh
1 FOR EFFECTI\iE AriEA j' Oc-i',t'lPID SPEEDS BET.',' EPI THOSE GlYEN ABOVE THE LOAD MAYBE It•;TERPOL.ATED. OTHER"e1/ISE L!,C,E THE LOADASSOCIAT
INITH THE LOUVER EFFECTIVE AREA.
2. TASLE VALUES ;HALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY 0,tULT1PLYL�IG THE ADJU_STb.1=NT COEFFCIENT IN TABLE R301.2(3)
3. PLU3 AtiD :n,11NUS SIGNIIS SIGNIFY PRESSURES ACTING TOWARD ;UdD AttJAY FROM THE BUILDING SURFACE -
4 NEGATIVE PRE•;:3URES A33U?J - DOOR HAS 2 FEET %0110TH IN SUILDUNG''O END ZONE
Notes:
1. This item has been electronically signed
& sealed by Ram A. Goel using a
Digital signature & date.
2. Printed copies of this document are not
considered signed & sealed. This signature
must be verified on any electronic copies.
3. schematic only
II
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issue Date: 08-16-22
Revisions:
No. Date Description
A\
03/06/23
REVISION 1
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REAR ELEVATION
Scale: 3/8"=1'-0"
FLASHING NOTES: 4 HIP FLASHING:
DRIP EDGE FLASHING: THE UNDERLAYMENT SHALL BE INSTALLED IN 'HATER SHEDING FASHION. AT THE HIP LINE
FOLD THE UNDERLAYMENT OVER THE HIP AND MECHANICALLY FASTEN, AT 36" O.C.
DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED ROOFS, AND MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING
OVERLAPPED A MINIMUM OF 2". EAVE DRIP EDGES SHALL EXTEND 1/4" BELOW SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF UNDERLAYMENT
SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2". DRIP EDGE SHALL OVERLAPPING THE HIP.
BE MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. DRIP EDGE AT EAVES SHALL 5 CRICKETS AND SADDLES FLASHING:
BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF
INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 2" WIDTH OF A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY
ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. GREATER THAN 30" WIDE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL
THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I OR TYPE 11, OR OR OF THE SAME MATERIAL AS
ASTM D 4869, TYPE I OR TYPE II. THE UNDERLAYMENT SHALL BE INSTALLED IN THE ROOF COVERING. THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES
WATER SHEDING FASHION, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTAL, SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON THE MAIN ROOF.
UNDERLAYMENT SHALL OVERLAP A MINIMUM OF 19" AND BE MECHANICALLY
FASTENED AT 35" O.C. MAXIMUM.
2 VALLEY FLASHING: 6 BASE AND COUNTER FLASHING:
VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S BASE AND COUNTER FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH
INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES, VALLEY LININGS OF MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR A CONTINUOUS METAL 1" FLASHING
THE FOLLOWING TYPES SHALL BE PERMITTED: SHALL BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND
OVER THE UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE
1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED FASTENED 6" ON CENTER WITH APPROVED FASTENERS. ALL LAPS SHALL BE A MINIMUM
WITH METAL, THE VALLEY LINING SHALL BE AT LEAST OF 4" FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE
24" WIDE AND OF ANY OF THE CORROSION —RESISTANT LOWER PORTION OF ROOF TO ENSURE WATER—SHEADING CAPABILITIES OF ALL METAL
METALS IN TABLE R903.1 LAPS. THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE SEALED COVERING ALL
NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES SHALL
2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL OVERLAP THE HORIZONTAL FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT.
ROOFING, COMPLYING WITH ASTM D 249, SHALL BE PERMITTED. THE BOTTOM LAYER BASE FLASHING SHALL BE OF EITHER CORRISION—RESISTANT METAL PROVIDED IN SECTION
SHALL BE 18" AND THE TOP LAYER A MINIMUM OF 36" WIDE. R905.2.8.1 OR MINERAL SURFACE ROOL ROOFING WEIGHING A MINIMUM OF 77 POUNDS
PER 100 SQUARE FEET. COUNTER FLASHING SHALL BE CORROSION —RESISTANT METAL
3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LINING OF ONE PLY WITH A MINIMUM THICKNESS PROVIDED IN TABLE 903.1.
SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 224 TYPE II OR TYPE III AND AT LEAST
36" WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS 1 AND 2 ABOVE SHALL BE PERMITTED.
SPECIALTY UNDERLAYMENT COMPLYING WITH ASTM D 1970 MAY BE USED IN LIEU OF THE
LINING MATERIAL.
3 RIDGE FLASHING: METAL DRIP EDGE
THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION. THE LAST LAYER 26 GA. GALVANIZED
'.PPLIED AT THE RIDGE SHALL BE FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, (NOT TO SCALE) 5 X 5 ANGLE FLASHING
AT 36" O.C. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR 6 26 GA. GALVANIZED
OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF (NOT TO SCALE)
UNDERLAYMENT OVERLAPPING THE RIDGE.
6 C�
12
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SQUARE Cl
DETAIL
FOR MATERIAL SELECTIONS REFER TO TYPICAL WALL
SECTION AND SPECIFICATIONS
PLUMQ CUT
31,RIGHT ELEVATION
/ Scale: 3/8"=1'-0"
rr r -. __------ sY
l- - -- - -- - - --- - - ---------- 3 3' _Orr -- - ---- - -- ----- - - --- -- -- ----- --- 1_6 6
- — -- --- - ----- --- -- r r r — -- -- - - -
51
FOR MATERIAL SELECTIONS REFER TO TYPICAL WALL
SECTION AND SPECIFICATIONS
TYPICAL ROOF COVERING AS PER SPECIFICATION
TYPICAL DRIPEDGE PER SPECIFICATION
- OPTIONAL 1XP.T. DRIP
EXTENSION WHEN SPECIFIED
_ TYPICAL FASCIA & FINISH PER SPECIFICATION
LEFT ELEVATION
Digitally signed by Ram Goel
DN:
E=Soneyfmllc@yahoo.com,
CN=Ram Goel,
Ram Goel OU=ENGINEERING,
O=Soney FM LLC, L=Tampa,
S=Florida, C=US
Reason: I am approving this
document
Date: 2023.03.06
TYPICAL FINISH MATERIAL SPECIFICATION 14:57:2705'00'
NOTE:
1. ALL WORK TO BE ACCORDANCE W/CODE REFERENCED AND DRIP EDGE;' FASCIA
2X6 SUB FASCIA MATERIAL SQUARE CUT PER OVERLAP PER DEVELOPER COMMUNITY
PRACTICES SPECIFICATION. '
2.INSTALL ALL THE MATERIAL AS PER MANUFACTURER'S SOFFIT MATERIAL
SPECIFICATIONS VENTILATED ALUMINUM SOFFIT HORIZONTAL PROFILE PER DEVELOPER COMMUNITY SPECIFICATION. AND INDUSTRY BEST PRACTICES \` Q% A•
EXTERIOR RUNNING TRIM �i
ROOF COVERING BASIS OF DESIGN PER ELEVATION PER DEVELOPER COMMUNITY �`
1.ROOF SHINLES OVER SPECIFICATION `� LICENSE
2.30# ROOFING FELT (UNDERLAYMENT) PER DEVELOPER EXTERIOR WAINSCOTT No 47431-1
ICOMMUNITYSPEC. BASIS OF DESIGN MANUFACTURER STONE STYLE PER ELEVATION PER
DEVELOPER COMMUNITY SPECIFICATION
EXTERIOR WALL FINISH OVER BLOCK
" CEMENT F ^ DEVELOPER /f
5/ C ENT PLASTER R O TEXTURE FINISH �I
UNDERLAYMENT SHALL COMPLY WITH ASTMD 226, TYPE II OR s _M LAs _ �Tucc UR_ N SH SAND FINISH AS PER DE 1__OPER COMMUNITY
ASTM D 4869,TYPE IV OR ASTM D6757 SHALL BE INSTALLED PER SPECIFICATION I
CODE REQUIREMENTS. EXTERIOR WALL FINISH OVER FRAME O � STATE OF
UNDERLAYMENT FOR SLOPE 4:12 &ABOVE -PROVIDE SINGLE 718" CEMENT PLASTER STUCCO 3 COAT OVER �j 0� FLORIDA
a�
1. PAPER BACKED GALV. METAL LATH PAPER BACKING MUST BE APPROVED AND /
LAYER INSTALLED AS A WEATHER RESISTIVE BARRIER OVER. �� st1/
UNDERLAYMENT FROM 2-12 TO BELOW 4:12 PROVIDE DOUBLE 2.HOUSE WRAP (HOUSE WRAP MUST BE APPROVED AND INSTALLED AS A WATER �/ t77 �N���G
LAYER RESISTIVE VAPOUR PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST
Scale: 3/8"=1'-0"
le.
P" 4
0
EQUIVALENT TO TWO LAYERS OF URADE D PAPER OVER
3.1/2 NOM, SPAN RATED PLYWOOD SHEATHING OVER.
INTERIOR WALL FINISH AND INSULATION OVER BLOCK
4. MIN. 2X4 STUDS@16.O.C. REFER STRUCTURAL
1/2" GYP. BD. OVER 1X4PT FURRING@16"O.C. OVER V2" RIGID INSULATION
OR MATERIAL SELECTIONS REFER TO TYPICAL WALL
(MIN. AGED -4.0 WTAPED JOINTS PER MFR. RECOMANDATIONS.
;ECTIUN AND SPECIFICATIONS
PICAL ROOF COVERING AS PER SPECIFICATION
��I D INSULATION BETWEEN T INSULATION
1/J? �� o: OVER
/�� �Y�, ��. OVER KRAFT FACED FIBER GLASS GATT INSULATION (MIN. R-11) BETWEEN 2XFRAhIING
[CAL DRIPEDGE PER SPECIFICATION
@16" O.C.
Notes:
DNAL 1XP.T. DRIP EXTENSION WHEN SPECIFIED
1. This item has been electronically signed
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT
& sealed by Ram A. Goel using a
THEWRITTEN CONSENT OF THE ENGINEER. COPYRIGHT2016 NOT PUBLISHED
THIS IS TO CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND TO BE IN COMPLIANCE
Digital & date.
IA& FINISH PER SPECIFICATION
signature
WITH CHAPTER 16 OF 2020 7TH EDITION FLORIDA BUILDING CODE AND APPLICABLE SUPPLEMENTS.
2. Printed copies of this document are not
considered signed & sealed. This signature
TYPICAL SORT FINISH PER SPECIFICATION
RAM A. GOEL, P.E. # 47431
must be verified on any electronic copies.
COPIES OF THESE PLANS ARE NOT VALID UNLESS
3. schematic only
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
i . 1 , . p.
I : I ,P .. _
_ _i I I I_ Ilia. II, 1!V II k,'r;::o..... 1'I ( I i. I ! tl :: i.l �.: i s �
I I - - _ � i 4 _ �8 a! d I :_,, Ill!, I ICI , I _. I f II I I ,I - L.I II I _ i
--- - - �, - ---- - -� - I --1_ _1L L_ 11 I ! i I J I I I I _I I III €
3 TAB ASPHALT SHINGLES -
(GLASS -MATS) OVER 15# FELT 6
OR SIMILAR APPROVED 12
'+°r�laltr!`��f5ll� li 't 4f '�' ; « f / ti + , 111 X 2" P.T. MOLDING R30
c- -t,. x t__ .' 1 1 _ - -�_'-- - - - - _ _ _ _} P EENGINEER
..
EQUIVALENT
I 1 i 1" X 6" PRIME TRIM FASCIA ATTIC PREMANUFACTURED
OVER 2 X 4' SUB -FASCIA ,' ROOF TRUSS
� �, � ' - ='fi I_",z INSULATION
SI7
DAPSON HETA18 @
I 11 \1 _ { �, r 181, 'f EAC' !GIST TO CMU 1/2" ROOF SHEATHING
\_1lR30)jI--SFJRAy "R30r,1.1I arVAY HARDBOARD SOFFITW/VENTS/ WALL \
s 4 It.I 1+,,�T{f0i I rt(i "i if l;,l_ILh`IC3t•.I t4!Da� (SEE BOXED-EAVE-EEFAIE 1X2 WARPIN STRAP 1/2" GYPSUM BOARD
} r.�' I ,, ..__ r•rll I ,'- r rs'. flnh : t' DRY`i"1ALL FINISH
1 _,.IL0'11../ X c, r'sI Ih., oV , _ , t ,.a i,»J 5 D 2" X 2" NAILER
} s, r� l,`,c. yf iA i' fl 52f1 R. /" t ,111IG `u�rlf<R
' ...L. -1 -1 -lf
`a
- - - !' [f_ry• (,,_A'fi :1j x.' IC31 {?[_rV'[ i ,? 3 BOND BEAPA
I1< 1' f:0i l!;EC'I I'.I.;]w C- }('1t,iEC_ j KNOCK OUT BLOCK
8"x8" X16" W/1 #5 REBAR
i CMU WALL
(D IRS INSULATION
1
w BOARD
�,
» `, i s )C; ! �' } f� oo J'','c , `[ Ir i 0 1 ,r'',. ,r CEMENTITIOUS � 1/2" DRY`PlALL OVER
1 (F STUCCO FINISH i ? 1/2" FURRING INTERIOR
} P,.ils. '1'dj%�,` ie�!�?t�f.r° itjS3.f II`{/j�'i�''r1{��.'I,
f1(1�4,'�� [4{3`.ii i �lfi; jtY€' I ig,l"Id""I<) I;eo)Iii I1I;-1 11ei' 1
,;,,.I " F T IPL A*
- LA6IN I3+Iivi -1
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I I
TYP. INT., YV LL I~j10N-BEARiNG
3: jk 1 f T I .`i,.
0"LAP(TYPICAL)
#5 REBAR,CONT. IN
BOND BEAM
BOND BEAM PER PLAN
> REBAR VERTICAL LAPPED
i" MIN. U.N.O.
REBAR VERTICAL IN
ID FILLED CELLS
PLAN)
#5 REBAR VERTICAL LAPPED
25"MIN. U.N.O.
3"X5" CLEAN OUT AT ALL
FILLED CELLS
SEE WALL SECTION DETAIL 1.
I I'dL-rll
(TYPICAL)
TYPICAL FILLED CELLS DETAILS
Scale: N.T.S.
DH
OOD
XPT BUCK
IH DOOR
-ORI DA
JCT
OVAL
-D
3)H PER
/ATION
7'e6 I P, j,IC-
GRADE
c`~ f :i 6 W I 4:011 I .it VARIES
I YP. IN T. WALL NON. -BEARING
y; i" i.f�
NOTES:
1. FILL LINTEL AND ALL CELLS ABOVE LINTEL.
2. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY.
3. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
4. OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE
ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN.
TYPICAL DOOR ATTACHEMENT DETAILS
WOOD BUCK ATTACHMENT:
2XOR CREATER BUCK TO MASONARY
BUILT-UP THICKNESS <2 1/4"
=1/4"X4" TAPCONS @4" FROM ENDS
AND 12" O.C. REMAINDER.
W/1 1/4" EMBEDMENT
► MC1110>,lTll
1XCUSTOM PT BUCK TO MASONARY
MATCH FRMAE WIDTH, ATTACH W/7"
NAILS @4" FROM ENDS AND
12"O.C.REMAINDER.ATTACH DOOR THRU
BUCK INTO MASONARY PER FLORIDA
PRODUCT APPROVAL
TYPICAL DOOR ATTACHEMENT DETAILS
Scale: N.T.S.
Scale: N.T,S.
FINISH
;WOOD
1XPT BUCK
3000 PSI CONCRETE GRADE
SLAB W/ REINFORCING
rFiBER MESH
I 6X6 1 0/1 0 W.iPl.PA.
. __ FINISHED RADE
- T_ '' I . .
�I I -III -I I �-
� 0 L 'O -1=1�II-
141-11- VISQUEEN
COI`APACTED CLEAN FILL DIRT
ONOLITHIC TO BE DENSITY TESTED @12" LIFTS
FOUNDATION
TYP. ONE STORY WALL SECTION
'UCCO SEALENT
TUCCO FINISH
Scale: N.T.S.
REINF,
LAP SCHEDULE
BAR SIZE
LAP LENGTH
#3
BAR
18"
#4
BAR
24"
#5
BAR
30"
#6
BAR
40"
#7
BAR
54"
GENERAL PLUMBING NOTES
ALL WORK AS PER GENERAL SPECIFICATIONS AND ALL NATIONAL, STATE AND LOCAL CODES,
FOR HOT AND COLD WATER APPLICATIONS TYPE L COPPER SHALL BE USED OR PEX AS
ALLOWED BELOW.
CROSSLINKED POLYETHYLENE (PEX) PIPING MAY BE SUBSTITUTED FOR COPPER GIVEN THE
FOLLOWING SPECIFICATIONS, USE ON COLD WATER AND HOT WATER APPLICATIONS NOT TO
EXCEED 140 DEGREES F. ZURN OR EQUAL PIPE AND FITTINGS SHALL BE USED, THE
FOLLOWING STANDARDS SHALL BE ADHERED TO: ASTM F876 FOR THE PIPE, ASTM F1807
BRASS FITTINGS MUST BE USED. DO NOT HYPERCLORATE THE SYSTEM IN EXCESS OF 5
PPM OR AS ALLOWED BY MANUFACTURER. DO NOT STORE PEX IN DIRECT SUNLIGHT. DO
NOT BUY PEX FROM ANY WAREHOUSE KEEPING PEX STORED OUTSIDE. DO NOT INSTALL
ANY PEX PIPING THAT HAS BEEN EXPOSED TO SUNLIGHT LONG ENOUGH FOR THE
LABELING TO FADE. PEX THAT IS TO BE EXPOSED IN OPEN SLAB APPLICATIONS FOR
LONGER THAN ONE WEEK SHALL BE WRAPPED IN ALUMINIZED TAPE TO PROTECT AGAINST
UV DEGRADATION.
ALL FIXTURES USED SHALL BE AS PER SCHEDULE OR EQUAL.
ALL FIXTURES SHALL HAVE STOP VALVES AT WALL.
ALL VENTS SHALL BE CARRIED THROUGH ROOF, COMPLETE WITH ROOF SYSTEM COMPATIBLE
ROOF JACKS.
ALL TOILET SEATS SHALL BE FOR ELONGATED BOWLS WITH OPEN FRONTS.
TO FACILITATE THE CLARITY OF THE DRAWINGS, SEWER, WATER, AND GAS LINES ARE NOT
ALWAYS SHOWN IN THEIR EXACT LOCATIONS.
CONTRACTOR SHALL VISIT JOB SITE PRIOR TO BID AND VERIFY EXISTING CONDITIONS.
NOTIFY ENGINEER IF EXISTING CONDITIONS DO NOT MATCH CONTRACT DOCUMENTS.
PROVIDE WETTED TRAPS TO ALL FLOOR DRAINS.
ROUTE TEMPERATURE AND PRESSURE RELIEF FROM WATER HEATER TO SEWER OR TO THE
OUTSIDE OF BUILDING.
NOTE:
1) APPENDIX "F" OF FLORIDA BUILDING CODE.
ALL SLAB CRACKS GREATER THAN 1 /32" WIDE;
ALL CRACKS THAT EXHIBIT VERTICAL DISPLACEMENT
ALL CRACKS THAT CONNECT WEAKEND ZONES IN THE SLAB
SUCH A5 VERTICAL PENETRATIONS OR REENTRANT CORNERS;
AND ALL CRACKS THAT CROSS CHANGES IN MATERIALS OR PLANES
IN THE STRUCTURE SHALL BE CLEANED AND SEALED AGAINST RADON ENTRY,PRIOR TO
APPLYING FLOOR COVERING, WITH A FLEXIBLE FIELD
MOLDED ELASTO MERIC SEALENT INSTALLED.CRACK LESS THAN 1/32"
IN WIDTH THAT DONOT MEET ANY OF THE ABOVE CRITERIA MAY BE LEFT UNSEALED.
2) A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY
OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING
INSPECTOR'S USE, OR ALL PROPERTY MAKERS SHALL BE ON THE SITE FOR BUILDING
INSPECTOR'S USE, OR ALL THE PROPERTY
MAKER'S SHALL BE EXPOSED AND A STRING STRECHED FROM MAKER TO MAKER TO
VERIFY REQUIRED SETBACKS.
3)CONCRETE FOOTING TO BE MIN. OF 12" BELOW FINISH GRADE TO BOTTOM OF FOOTING
TABLE R402.2 MINIMUM SPECIFIED COMPRESIVE STRENGTH OF CONCRETE
TYPE OR LOCATION OF CONCRETE CONS-FRUCTION
NINNWI- SPECIFIED r;0t,'i Ft-!i',S3 FH_*,31H a fFc,
1. _ . a. r i ._! >
NFL„IGOLE
MQL5ERATE
-
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BOND BEAM AND
REINFORCEMENT PER
PLAN
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TYPICAL WINDOW ATTACHEMENT DETAILS
Scale: N.T.S.
LINTEL PER PLAN
TRANSFOM PER PLAN
ATTACH PER MANUF.
REO
8F8 -08/OT RECESS LINTEL
4"@DOOR ASSEMBLY Y/+0"@
WINDOW
DOOR /WINDOW ASSEMBLY
PER PLAN
FILLED CELLS AND
REINFORCEMENTS PER
PLAN
NOTE:
IN LIEW OF CAST IN PLACE ANCHORS 1 /2" MIN.X6" EXPANSION
HEAD ANCHORS MAY BE USED.INSTALL EXPANSION ANCHORS
WITHIN 6" OF END WALL AND 24"O.C. BETWEEN ANCHORS.
FOUNDATON PLAN SHEET NOTES
1 CONCRETE SHALL HAVE A MIN. CONCRETE COMPRESSIVE STRENGTH OF 3000PS1.(U.N.O.)
2. PLACE CONCRETE SLABS OVER 2" SAND, OVER 6 MIL POLYTHENE VAPUOR BARRIER.
OVER 2"SAND OR GRAVEL BASE UNLESS OTHERWISE NOTED IN FOUNDATION PLAN
3. UNLESS OTHERWISE NOTED, REINFORCE SLAB WITH 6X6 1OX10 W.W.M. FIBER MESH
REINFORCING,
4. BOTTOM OF FOOTING SHALL BE EMBEDED AT LEAST 12 IN BELOW THE LOWEST
ESTABLISHED ADJACENT NATURAL GRADE (OR COMPACTED SOIL FILL PER SOILS
ENGINEER),MINIMUM FOOTING WIDTH SHALL BE 12 INCHES.
5. ALL HOLDDOWNS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION.
6. ALL ANCHOR BOLTS SHALL BE MIN 8"LONG WITH A MINIMUM EMBEDMENT DEPTH OF
6"(U.N.O,)
SPACED AT 48"O.C. U.N.O. MINIMUM BOLT DIAMETER SHALL BE 5/8" U.N.O.
7. SEE SHEAR PANEL SCHEDULE FOR ANCHOR BOLT SPACING AT SHEAR PANELS. PROVIDE
MIN. OF 2 ANCHOR BOLTS PER SHEAR PANEL REGARDLESS OF SPECIFIED SPACING.
8. PROVIDE A MINIMUM OF 2 ANCHOR BOLTS FOR EACH PIECE OF MUDSILLS WITH ONE
BOLTS WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 5 1/4" FROM
THE ENDS OF THE MUDSILLS.
9. PLATE WASHER OF MIN. 21NCH X21NCH X3/16"SHALL BE USED ON EACH ANCHOR BOLT.
10. FOOTING ELEVATIONS SHALL BE ADJUSTED TO SUIT FILED CONDITIONS THAT MEET THE
ABOVE CRITERIA.
11. THE FOOTING EXCAVATION SHALL BE KEPT FREE FROM LOOSE MATERIAL AND
STANDING WATER .
12. ALL WOOD IN CONTACT WITH THE CONCRETE SHALL BE PRESSURE TREATED DOUGLAS
FUR.
13. ALL POWER DRIVEN PIN SHALL BE MANUFACTURED BY HILT] PIN DS POWDER DRIVEN
ANCHOR 0.177DIA X41ONG ICBO#2338,
14. ALL FOOTING SHALL BE STEPPED AT SLOPES 1:10.
15. CONCRETE SHALL BE TRANSIT MIXED COMFIRMING TO ASTM C150 TYPE I OR 11.
16. AGGREEGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFIRM TO AS ASTM CS33.
17. ALL CONCRETE SHALL HAVE A MAXIMUM DRY DENSITY OF 15OPCF (U.N.O.)
18. NO CONDUIT PLACED IN A SLAB SHALL HAVE AN OUTSIDE DIAMETER GREATER THAN
1 /3 THE THICKNESS OF SLAB. NO CONDUIT SHALL BE EMBEDDED IN A SLAB THAT IS
LESS THAN 3 1/2a, THICK EXCEPT FOR LOCAL OFFSETS, MIN. CLEAR DISTANCE BETWEEN
CONDUIT SHALL BE 6".
19. DISTANCE BETWEEN CONDUIT SHALL BE 6", BARS SHALL CONFIRM TO STD.
SPECIFICATION FOR DEFORMED BILLET- STEEL BARS FOR CONCRETE REINFORCEMENT
ASTM DESIGNATION A615-60, GRADE 60 EXCEPT #3 & #4 BAR SHALL BE GRADE 40.
20. MAINTAIN MANUFACTURERS "EDGE DISTANCE"REQUIREMENTS FOR ALL SHOT PINS, SSTB
ANCHORS BOLT POST AND COLUMN BASES, HOLDOWNS, KWIK BOLT TYPE ANCHORS AND
EPDXY -TIE RETROFIT SYSTEMS,
21. ALL SURFACE WATER SHALL DRAIN AWAY FROM BUILDING.
22. WHEN SPECIFIED, ALL SIMPSON SSTB ANCHOR BOLT SHALL BE INSTALLED PER THE
SPECIFICATIONS CONTAINED IN THE MOST RECENT EDITION OF THE SIMSON CATALOG,
THE MINIMUM FOOTING DEPTH SSTB BOLT INSTALLATION SHALL BE THE MINIMUM BOLT
EMBEDMENT DEPTH (SEE CATELOG) MIN 3"
23. RETROFIT ANCHORS PER DETAIL MAY BE USED IN LEAU OF ANCHOR BOLTS SPECIFIED
ELSEWHERE ON THE DRAWING OR IN THE RETROFIT CONDITIONS WHEN EXISTING
ANCHOR BOLT DO NOT MEET THE REQUIREMENTS SPECIFIED ON SHEAR PANEL
SCHEDULE SEE FOOTNOTE #12 ON THE SHEAR PANEL SCHEDULE FOR THE ANCHOR
SPACING REQUIREMENTS.
24.PROVIDE UFER GROUND NEAR MAIN ELECTRICAL SERVICE MIN.20 LINEAL FEET
HORIZONTAL VERIFY LOCATION WITH SERVING UTILITY COMPANY.
25.WHEN SPECIFIED ALL SIMPSON SSTB ANCHOR BOLT SHALL BE INSTALLED PER THE
SPECIFICATION CONTAINED IN THE MOST RECENT EDITION OF THE SIMPSON CATALOG.
THE MIN. FOOTING DEPTH AT SSTB BOLT INSTALLATIONS SHALL BE THE MINIMUM
FOOTING DEPTH AT SSTB INSTALLATIONS SHALL BE MINIMUM
BOLT EMBEDMENT DEPTH PLUS 8 INCHES.
26.FOUNDATION GRADING AND PREPARATION SHALL FOLLOW THE RECOMMENDATIONS
PROVIDED IN THE SOIL INVESTIGATION REPORT.
27.ANY DEVIATIONS IN THE SOIL CONDITIONS FROM THOSE DESCRIBED IN THE SOIL REPORT
ARE TO BE REPORTED TO ENGINEER OF RECORD IMMIDIATELY.
VERTICAL REINFORCING
® 1 #5 BAR VERTICAL
®2 #5 BAR VERTICAL
® 1 #5 BAR VERTICAL BEND BAR INTO SLAB
C-1 12"X12" 6 - #5 BAR VERTICAL BEND BAR W/#3 TIES @12"O.C.
F-1 36"X36" 6 - #5 BAR VERTICAL BEND BAR W/#3 TIES @12"O.C.
OTE:
ONTRACTOR TO REVIEW TRUSS MANUFACTURER'S TRUSS LAYOUT
RIOR TO SLAB POUR FOR ANY BEARING CHANGES.
BOND BEAM AND
REINFORCEMENT PER
PLAN
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DOOR TRANSFORM MASONARY ASSEMBLY
Scale: N.T.S,
Digitally signed by Ram Goel
DN:
E=Soneyfmllc@yahoo.com,
CN=Ram Goel,
OU=ENGINEERING,
O=Soney FM LLC,
Ram
a Go(3I
L=Tampa, S=Florida, C=US
Reason: I am approving this
document
Date: 2023.03.06
14:56:52-05'00'
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-- 1 ��1II1)//
�vA M A. GO �//
____ r�
41 LICENSE
-__ �� N o/pJ� 4743'h
_ �4
_- -_:=_I 0 STATE OF ��00
- 1 ^ - --� ♦ FLORIDA �1
,,�SAL�G�\\��
-- ---
�/2 �-�-+ Notes:
L 1. This item has been electronically signed
I
T-_-__ _1 __ - & sealed by Ram A. Goel using a
Digital signature & date.
-II
2, Printed copies of this document are not
11 considered signed & sealed. This signature
^- must be verified on any electronic copies,
3. schematic only
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Job # SG2212
Drawn By: KD
�hecked By: S.G.
ssue Date:08-16-22
Revisions:
No. Date Description
zi�
03/06/23
REVISION 1
//
//
LI
/ /
r = - THIS DRAWING 15 AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE
-- -
W
ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT
THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT 2016 NOT PUBLISHED
THIS IS TO CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND TO BE IN COMPLIANCE
WITH CHAPTER 16 OF 2020 7TH EDITION FLORIDA BUILDING CODE AND APPLICABLE SUPPLEMENTS.
RAM A. GOEL, P.E. # 47431
COPIES OF THESE PLANS ARE NOT VALID UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
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GABLE
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
VERTICAL
HORIZONTAL
FIELD
BLOCKING
REQUIRED
SIZE
SPACING
SPACING
SPADING
REQUIRED
(PAIN.)
1/16"
SHEATHING
BID3'O.C.
31O.C.
12'0.C.
ALL
EDGES
SINGLE NAIL EDGE SPACING
DOUBLE NAIL EDGE SPACING
a
2X4 BLOCKING
STUD SPACING
SHEATHING SPLICE SAME
PER PLAN
STRUCTURAL
NAILING PE
CKNES'S AND STRENGTH
SHEAT G
PLAN
AXIS ORIENTATION AS WALL
SHEATHING
�--,
TYPICAL SHEATHING
- -----
DETAIL
----
, 1'
/
_.
431-011 -
HIP
GABLE
ROOF LAYOUT PLAN_
SCALE: 3/8"=l'-011
����O� GABLE END JHEA-rl--�I��G DE -FAIL
�ca.e: N.T.S.
EXTERIOR
GABLE END SHEATHING
SHEATHING
NAIL
VERTICAL
HORIZONTAL
FIELD
BLOCKING
REQUIRED
SIZE
SPACING
SPACING
SPADING
REQUIRED
(MIN.)
1/16" SHEATHING
8D
3"O.C.
3"O.C.
12"O.C.
ALL EDGES
NOTE:
1. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE
THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS.
CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN
PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD.
2. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER
TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED
PROFESSIONAL ENGINEER,
3. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS
A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS
PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS
RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER
OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE
PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES
AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE
RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY
MANNER WHEN AVAILABLE.
4. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND
INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT
HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS
RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY
AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS.
5. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT
BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON
REVIEW LETTER.
1, 2"X10" RIDGE W/ 2"X8" RAFTERS S.Y. P. 16" O.C.COMMON RAFTER FRAMING.
2. ATTACHMENT AT TOP OF NEW C.M.U. WALL TO BE SIMPSON HETA 20 STRAPS.
3. VALLEY FRAMING 2"X6" SLEEPER W/ (2) 4" TITAN BOLTS OR EQUIVALENT ATTACHED AT
EVERY EXISTING ROOF RAFTER WITH SIMPSON H-3 ATTACHED EACH SIDE OF RAFTER.
COLLAR TIES GLUED AND NAILED 12" DOWN FROM RIDGE AT 24" O.C..
4. GABLE FRAMING TO CONSIST OF 2X4 S.Y.P. DROP GABLE DESIGN. S.P.1 AT BOTTOM
PLATE STUD CONNECTION, S.P 2 AT TOP PLATE STUD CONNECTION.
5. H-10 AT EACH OUTLOOKER 24" O.C. AT FRAMED WALL CONNECTION. ALL OUTLOOKERS
TO BE 2X4 S.Y.P.
6. CEILING FRAMING TO BE 2X6 S.Y.P. AT EACH RAFTER.
7. ALL ROOF SHEATHING WILL BE 19/32 CDX 4 PLY WITH CLIPS AND NAILED PER F.B.C.
8. GABLE PLYWOOD TO BE 15/32.
9. FASCIA AND SUB -FASCIA AND SOFFIT TO MATCH EXISTING AS CLOSE AS POSSIBLE.
10. GUTTERS ON EACH SIDE OF NEW ROOF WITH DOWNSPOUTS.
11. MICROLAM BEAM WITH H10 CONNECTORS EACH END.
11ONG SIDE OF SHEATHING TO BE TRUSSES OR RAFTERS -TYPICAL.
2.EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
3.FASTENING ZONE 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE
WIDTH,DIMENSION "X" FROM ROOF EDGE
30' WIDE HOUSE=3' ZONE, 50'WIDE HOUSE=5' ZONE 60'WIDE HOUSE=6'
ZONE
RING -SHANK TO
SUB -FASCIA ® 12" O.C.
GALVANIZED METAL 0
ROOF EDGE -
. 1 L-
(OPTIONAL)
1" X4" FASCLA�
1" X8" FASCIA- L- .A l �
I
i
/ i
"J" CHANNEL TO SIP WALL '
PER MFG. SPECIFICATIONS I
Ii SOFFIT INSTALLATION
.ROOF
OVER
HANG
N.T.S.
ATTIC TABULATION & VENTILATION
GROSS AREA OF ROOF
3898 SQUARE FEET
GROSS AREA OF VENTED
SOFFIT
182 SQUARE FEET
NET AREA OF VENTED SOFFIT
127SQUARE FEET (70%)
1/150 OF GROSS ROOF
AREA
26 SQUARE FEET
1/300 OF GROSS ROOF
AREA
13 SQUARE FEET
REQUIRED RIDGE 6c OFF
RIDGE VENTS (TOTAL AREA)
1 3 SQUARE FEET TOTAL
ATTIC VENTILATION PER FLORIDA BUILDING CODE 2017 6TH EDITION, RESIDENTIAL.
FOR GABLED AND HIPPED ROOFS, VENTILATION SHALL BE PROVIDED TO
FURNISH CROSS VENTILATION OF EACH SEPARATE ATTIC SPACE WITH
WEATHER PROTECTED VENTS. ALL VENTS SHALL BE SCREENED TO
PROTECT THE INTERIOR FROM INTRUSION OF BIRDS. THE RATIO OF
TOTAL NET FREE VENTILATING AREA TO THE AREA OF THE CEILING SHALL
BE NOT LESS THAN 1 150. THAT AREA MAY BE REDUCED TO 1/300 PROVIDED:
1. A VAPOR RETARDER HAVING A PERMEANCE NOT EXCEEDING ONE
PERM IS INSTALLED ON THE WARM SIDE OF THE CEILING, OR
2. AT LEAST 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY
VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED
�,(AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS.)
)OF SHEATHING:
iLESS OTHERWISE NOTED, ALL ROOF SHEATHING SHALL BE 19/32" COX PLYWOOD, NAILED
TH 10d COMMON NAILS AT 6" O/C BOUNDARY, 6" 0/C ALL OTHER EDGES AND 6" O/C FIE
2X BLOCKING THREE TRUSS
BAYS BACK FROM GABLE EN
STRUCTURAL SHEATHING PER PLA
I
BOTTOM CORD OF VALLEY TRUSS NAILS
2X4 TO PURLIN W/10D NAIL @8"O.C.
PURLIN @EACH VALLEY TRUSS NAIL TO COM
TRUSS W/(3)16D NAILS
CONT. 2XFASCIA PER ARCHS W1
(2) 12 D NAILS
H2.5A@6'-0" O.C.D
PRE ENGINEERED
TRUSSES AT 2'-O"
STRUCTURAL SHEATHING PER PI AN
MSTAM24 48" O.C. MIN TRUSS WEB
MEMBER (2)3/8" CIA X3" TAPCON TO CMU
BOND BEAM PER PLAN
2X4 PURLIN @EACH
VALLEY TRUSS NAIL
TO COMMON
TRUSS W/(3)16D NAILS
W
r4:
HW FLASHING:
FLASHING NOTES:
IHE UCERLAYMENT SHALL K INSTALLED N'WATER
SHEDID FASHION. AT THE HIP UK FOD THE
U OERLAYWEMT MM THE HP AND MECHVaUALr
FASfE/l AT 3B' O.C. MAXMI 70 THE OPPOSIND
METAL CRP CODE
, 1 26 W O/L'AAIRm
SIDE OF THE ROOF. AEP01T PROCEDURE FOR
OPPOSING IDE OF ROOF. WHEN COMPLETED TYRE
' . ' (NOT TO SEAL()
WILL K TWO IAYM OF IRDERLAYNENT
!11 CRIP EDGE FU9U1N
UERUPP/IC THE HP.
DRIP EDOE NNLL BE PIWADEO AT EAVES AND MOLES Of 5:
CRCXCTS AFID SADdS FTASHUC:
SHNOLED ROOFS, AND OIERIAPKD A MINIMUM OF Y. EWE
OM COOLS SNMLL EXTEND 1/{ KIDM SWATH" AIIO [Xi[XD
A CRCX[T OR SADDLE 9FVL1 BE 1N61ALLCD ON
THE RIDGE SIDE Of AM CHIMNEY OREATER TWA
R1CX ON THE ROOF A MINIMUM OF 2'. ORP 10" SHALL BE
3O' WIDE. CFICREE OR SAME COVERINGS SM
MECMWICALLY FASTENED A MWMLM OF 12' O.C. DRIP EDGE AT
BE SHEET METAL OR OF THE SWE INTERNE AS
HAM EAVES SSE PERMITTED 70 BE RS'7ALLCD OTHER WER OR
UNDER THE UNDMAYMENT. IF INSTALLED O+ER THE
THE ROOF CO+ERM
UHDERUYKM, THERE SHALL BE A MINIMUM 2' MOM OF ROOF
THE ROOF AND VALLEY FLAP" OF CRICKETS OR
Cf1ENT fSIAl1ID OAR THE`NP EOCL FLACE.
SADDLES SHALL BE TIC SAVE AS THE RIDGE AHD
ME UDEAUYMENT SHALL CONFORM WITH AMM D 226. TYPE I
VALLEY FLASHING ON THE WON ROOF.
OR TYPE It OR ASIM O ABBR. TYPE I OR TYPE L THE
UIDEJRAYKNT SHALL BE NSTALLED N ENTER SHLDDID FA&HlD`
STARING WITH THE EWE EDGE AND ACLLED HOMMIL 6
. COUNTER MSNNO:
BASE AID
UIDIJhI SHALL OVERLAP A MINIMUM OF IS' AND BE `
M[CIANfALLT FASTENED AT ll' O.C. MAXIMUM.IN
BASE AND COUNTER FlN^MNO SHALL BE INSTALLED
ACCORDANCE WITH MVR.FACYLMRY
!2' VALLEY FLASHIN(k
IMSIALUTON IMSTRLCTDXS, OR A CONTINUOUS
METAL' FULNNC SHALL BE SET IN APPROVED
VALLEY UNAN SN SE NSTALLID N ACCORDANCE
MINT MANIFACTU IM INSTALLATION NSTR CIXTI6
FLAEHIFO CEMENT AID SIT FLUSH 6E
WALL AND OVER THE UND08EMro AYM. tLE Of
BEFORE APPLYRID SHINGLES. VALLEY L14NOS OF THE
HORQONTAL NO VERTICAL METAL FLANOES SMALL
rOLLORRD TIM SMALL K PERMITTED:
K FASTENED 1' ON CENTER MOH APPROVED
FASTENERS ALL LAPS SHALL BE A MWHBMLM Or 1'
1. FOR OPEN VALLEY (VALLEY LNND EXPOSED) LNiD
FULLY SEALED N APPROVED FLABHNG CEMENT.
F1A9MIC SHW START AT THE LOWER PORTION OF
WITH METAL, THE VLLEY LAM SHALL RE AT LEAST
24' HIDE AND OF ANY OF THE CORROSON-RC36 7
ROOF TO DOM WTTER-LEIDNO CAPAdUlE4
METALS N TABS AS"I
OF ALL METAL LAPS THE ENTIRE EDGE OF THE !i
HORONIAL FLNDE SHALL BE SEALED COVERNO
I FOR OPEN VALLEYS, VALLEY UMNG OF TWO PLRS
ALL HAL PETN[TRATIONS WITH APPROVED FASHNO
or MINE , MINERAL SURFACE ROLL noon COP IN6 WITH
CEMENTD A MEMBRANE SHIMED SHALL
AMU D 249. SHALL BE PERMITTED. ME BOTTOM
LAYUI SHAM K 18' AND THE TOP LAYER A MINIMUM
DIE" THE JIMIEDULAL MINCE AND SHALL WE
SET IN APPROVED FIALWO CEMENT. '
OF 3B' WOE.
RASE FIASHNO SHLLL K OF EITHER
tVA
3. FOR CLOSED VALLEYS (VALLEY COVERED MITI
CORR610N-RESBWR MIRK PRONGED N SECTION
RM.2.81 OR MWE AL SURFACE ROOM ROOFlNC
SMNOICs), VALLEY lN6 Or ONE PLY SMOOTH ROLL
W[XWND A LRMYI.M OF 77 POUNDS PER TOO
AOOFNO COMiYNO 87TH ASTM D 224 TYPE 1 OR
TWE 11 AND AT LEAST 36" ROE OR VALLEY UNNG
SOLAR FEET. COUNTER RASHNO SHAM BE
COWIOSIM-AEgpTAW METAL WITH A MINIMUM
AS OCSCMM N =6 1 FUND 2 ADM SHALL BE
PERMITTED. SM1,0Y UND[RU" COMPLYRA
THICKNESS PRV+IOED N TABLE 00.1.
WITH AM 1070 MAY BE USED IN UCU OF THE
UNNC MATERIAL
3j RIOCE FTASHIN6:
THE LNDERI.LYM[NT SHP,LL BE RISTALLSO N FALTER
SHEOND FASHION. THE LAST LATER APPLIED AT
THE RODE SHALL K FOLDED OVER THE ACCE AND
MECHANICALLY FASTENED, AT 36' O.C. MAXIMUM TO
THE OPPOSING SIDE OF THE ROOF. REPEAT
S X S AIDIE FLASHING
HOLE FLAB
PROCEDURE FOR OPPOSING SIDE OF ROOF. MIEN
16: x6 GA IZED
CDYPLET[D 1KRE NlL K TEND uKRS 01..--:
UIMRLAYIENT OV[AIAPNNC THEIMDOE
(NOT TO SCARF)
- _....
CONNECTION SCHEDULE
Manufacturer
Name
Model No.
FL Product Approval
Location /Use
SIMPSON
"REIN-20"
# 11473-R2
AT ALL TRUSS/WALL CONNECTIONS
SIMPSON
"VATS-12"
#
10456-R2
AT ALL RAFTER/WALL CONNECTIONS
SIMPSON
"USIA-36"
# 10852-R2
MBEDDED IN BLOCK CELL MORTATO STRAP DOWN P.T. WOOD BEAMS
N TOP OF CONE. BLOCK COLUMNS
SIMPSON
"H10"
# 10456-R2
AT ALL WALL PLATES/RAFTERS
SIMPSON
"ECC66"
# 10860-R2
ANCHOR P.T. WOOD POSTS ON TOP PLYWOOD FLOOR
SIMPSON
"ECCLR"
# 13904-R2
CAP LUMBER BEAM CORNERS ON P.T. POST
SIMPSON
"A23" Angle
# 10446-R2
CAP LUMBER BEAM CORNERS ON P.T. POST
SIMPSON
"SP2"
# 10456-R2
®TOP PLATES
SIMPSON
"SPA"
# 10456-R2
®BOTTOM PLATE
SIMPSON
"ABA66"
# 10849-R3
ANCHOR P.T. POSTS ON TOP OF NEW
CONCRETE EDGIER SLAB.
SIMPSON
"HH4"
# 10446-R2
USE 16d Moils W/ "HH4" TO ATTACH
FLOOR BEAM TO P.T. WOOD POST
SIMPSON
"HGUS48"
# 11468-R2
USE 16d Nails W/ "HGUS48" TO
ATTACH FLOOR BEAM TO FRAME
WALL BASE BOARD
EUSP
"HUS28"
#10655-R2
HEAVY DUTY JOIST HANGER -AT ALL PERPENDICULAR CONTACTS TO SECURE
P.T. ROOF RAFTERS TO WALL LEDGER BOARD
"NFM3.5x10"
# 578-R3
AT BEAM/BLOCKWALL CONNECTIONS
Note:
1. Any products that are substituted, must meet or exceed products specified. Contractor
"must" provide data to building inspector of time of inspection.
BEAM SCHEDULE
'3.BLE BEAM HEADER
31 (3)2X 12 RAFTER WITH (2 )12"PLINVOOD FLITCH USE 2 ROWS SIMPSON 1/4"X2-1/2" SOS SCREWS 12"O.C. PLUS CTS BEAD OF PESO CONSTRUCTION ADHESIVE
® (2)2X6 RAFTER WITH 1/2-PLYWOOD FLITCH USE 2 ROWS SIMPSON 111'X2-1/2' SOS SCREWS LYv�12'O.C. PLUS CTS BEAD OF PESO CONSTRUCTION ADHESIVE
(3)2X8 RAFTER WITH 112"PLYV/GOD FLITCH USE 2 RO'F/5 SIMPSON 1/4"X2-1/2" SOS SCREWS ;312"O.C. PLUS CTS DEAD OF PESO CONSTRUCTION ADHESIVE
(3)2X10 F2AFfER WI rH 1/2"PLYWOOD FLITCH USE -L ROWS SIMPSON 1/4"X2-1/2' SOS SCREWS kT�T2"O.C. PLUS Cre BEAD OF PESO CONS fHUC TION ADHESIVE
NAILING SCHEDULE
CONNECTION COMMON NAIL # F SPACING
SOLE PLATE TO TRUSS OR BLOCKING 16d 16"O.C.
STUD TO SOLE PLATE, TOE NAIL 8d 4
DOUBLE STUDS, FACE NAIL 10d 24"O.C.
DOUBLE TOP PLATES, FACE NAIL 10d 16"O.C.
TOP PLATES, LAPS AND INTERSECTIONS 10d 3
TRUSSES LAPS OVER WALLS FACE NAIL 16d 4
BUILT-UP CORNER STUDS 16d 24"O.C.
STUDS TO SOLE PRATE, END NAIL 16d L
!cl
m
I I
1.
1
FLORIDA PRODUCT APPROVALS
CATEGORY
I SUB -CATEGORY
MANUFACTURER
I APPROVAL CODE (FL#)
I APPROVAL DATE
PANEL WALLS
I SIDING
I JAMES HARDIE
13223.2
10/10/2U17
WINDOWS
F SINGLE -HUNG
I JELD-WEN
14095.4
7/2812017
WINDOWS
I FIXED
JELD-WEN
14038.3
8/16/2017
EXTERIOR DOORS
I SWINGING EXTERIOR DOOR ASSEMBLYI
THERMATRU
10537A
12,11212017
EXTERIOR DOORS
I GARAGE DOOR
I CLOPA'f
5684.1
1 10110/201-1
EXTERIOR DOORS
I GARAGE DOOR
I CLOPAY
5634.18
1 10/10/2017
EXTERIOR DOORS
I SWINGING EXTERIOR DOOR ASSEMBLY
THERIV1ATRU
764U.1
1Z/12jZ017
EXTERIOR DOORS
SLIDING EXTERIOR DOORASSEMBLIES
JELD-WEN
2..170511
6/24/202U
PANEL WALLS
I SOFFITS
JAMES HARDIE
13265.1
6/2/2020
ROOFING
I ASPHALT SHINGLES
GAF
10124.1
4/7/2020
ROOFING
I UNDERLAYMENTS
I OWENS CORNING
1 14299.1
6/18/Z019
CONTINUOUS STRUCTURAL
SHEATHING SEE PLAN FOR
ATTACHEMENT
FIELE
PER
2X4 BLOCKING
AT%�14"O. C.
FRAMI
PER P
TOP CAP PLATE
2-2x6 PER DESIGN
BOSTON HIP
TRUSS ANCHOR SEE `H1OA @EACH END OF VALLEY 11 IV--11
CONNECTION CHART TRUSS & 10'-O"MAX.
SHEATHING PER PLAN Digiial y s gned by Rain Got FBI -(- _, BRACING
/� ( i (� (� DE
r /� T
E1i �Sorwyirfllc@yahoo.com. I \ :l �- END-TRUSS
i 1f-•1'i.1 1 �J `.J I AJ L
GABLE
1 CN=Ram Gcel, 1.
^\' TYPICAL �d 0 D v�'A R Y� m �/'-�� �] OUSo eyIF t LLC G �� SC c :. \. .
n;�----_-__--- --- _ __- -- --.- Ram 1 `^ Q `'' I L=Tampa, S-Florida, C=US
,✓ r • "- Reason I am approving th,s
`,'' I r I//,/,*,
document
Date: 2023.03.06
` ��ap A" (� ^" // 1 f:5o:3605'00'
`� LICENSE �K' N�4743?�
ft (t..w_� zi Notes:
k� .
�-o �� 1. This item has been electronically signed
.-* STATE OF ��� & sealed b Ram A. Goel using a
♦ ,� FLORIDA t1► ♦ Y g
♦/// T��Digital signature & date.
// IX 2. Printed copies of this document are not
considered signed & sealed. This signature
must be verified on any electronic copies.
3. schematic only
(2) SIMPSON A23 W/(6)
10D X1-1/2" (ONE ON EACH SIDE
OF BRACE TO TOP PLATE)
HEATHING PER PLAN
PROVIDE CONT. 2X8 P.T. PLATE
W/l/2"OX10"ANCHOR BOLTS AT
4'-O" O.C. MAX W/2"X2" PL
WASHERS AND 7" ENROLMENT
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Job # SG2212
Drawn By: KD
1,hecked By: SAGA
issue Dote:08-16-22
Revisions:
No. Date Description
zt,
03/06/23
REVISION 1
0
//
/ /
0
//
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT
THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT 2016 NOT PUBLISHED
THIS IS TO CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND TO BE IN COMPLIANCE
WITH CHAPTER 16 OF 2020 7TH EDITION FLORIDA BUILDING CODE AND APPLICABLE SUPPLEMENTS.
RAM A. GOEL, P.E. # 47431
COPIES OF THESE PLANS ARE NOT VALID UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
jj agI i )'
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OPTIONAL RECOMNIAND
STUCCO FINISH AT FOUNDATION W /STUCCO CASIN.G BEAD
(PER DEVELOPER/COMMUNITY SPEC.) Scae N.T.S.
VNYL
AS PE
LOUVE
ON
SUM
>NI
W HEAD AND SILL
>N
TYP,LOAD BEARING WALL WITH STUCCO FINISH
STUCCO FINISH AT FOUNDATION W /SCORED STUCCO BREAK
(PER DEVELOPER/COMMUNITY SPEC.) Scale: N.T.S.
VNYL9
AS PEF
ELEVAI
Z } STUCCO FINISH AT FOUNDATION BLOCK W
FRAME WALL REFER
TO PLANS AND
S FRUCTURAL
DRAWINGS
T3' STUCCO FINISH
OVER METAL LATH
OVER HOUSE WRAP
OVER WALL
SHEATH NG
SHOL-I AP TOP LAYER
OF HOUSE OVER
FLASHING TAPE
SCORED TRM B
OR STONE ODl rE
TR.M REFER TO
ELEVATORS
SEAL FINS AND HEAD
AND JAP.IBS wiTR--
FLASHING TAPE
INSTALL A
CON rINUOUS BEAD
OF SEALANT BEHINI
FINS AT HEAD AND
J1w3S
ArTACH WINUOY
12'GYPSUM BOARD PER REOD
SPECIFICATIONS
HEAD
112"GYPSUM BOARD
71CODASSEMBLY
FASTENERS AS REQUIREL
BY WINDOW
MANUFACTURER
(BEYOND)
INSTALL SILL PAT!
FLASHING OVER HOUSE
WRAP BASIS OF DESr.0
DUPONT T EX WRAP'N'OR \
EQUAL
SILL
INSTALL A CONTINUOUS
BEAD OF SEALANT BEHIND
FINS AT HEAD AND JAMBS
SHINGLE LAP APRON AND
SILL FLASHINGS OVER
HOUSE WRAP APPLY TAPE
AT OVERLAP TO SECURE
SCORD TRNI BAND OR
STONE ON FOAM SILL TR
REFER TO ELEVATIONS
7i8' STUCCO FINISH OVER
,METAL !_A TH OVER
HOUSEWW OVER `N
SHEATH;t4G
jig' STUCCO FINISH
FRAP.IE WAE
PLANS AND
DRAWINGS
STUCCO/ STONE
Scale: N.T.S.
BOARDU.N.O.
TION
'NRAP WINDOW OPENING
WITH HOUSEYVRAP TO
INSTALLING EXTERIOR
HOUSE WRAP
SEAL ENTIRE PERIMETER
U77t=W INSULATION
FOAM
EXTEND SILL PAN
FLASHING AT JAMBS g"
.MIN. BEFORE SILL
EXr�ND HOUSEWRAP
INTO FRAME OPENING
NANUO'N SILL PER
FSPESIFICATION
COMPATIBLE BUILDING
ASEIPHAL r BED
WI-Q.
TYPICAL FINISH MATERIAL SPECIFICATION
NOTE:
1.ALL WORK TO BE IN ACCORDANCE W/CODE STANDARDS AND SPECIFICATION
ZINSTALL ALL MATERIALS PER MANUFACTURER WRITTEN SPECIFICATIONS AND
INDUSTRY BEST PRACTICES.
WINDOW JAMBS PLAN TYP.WINDOW IN FRAME WALL WITH S"TUCCO FINISH
Scale: N.T.S.
,o% I I I I 1 I !//
fN
AG0LICENSE
o 4743'�i
STATE OF
♦ T FLORIDA
Notes:
Digitally signed by Ram Goel 1. This item has been electronically signed
DINT. & sealed by Ram A. Goel using a
E= S o n ey i n!i lc@ y aho o. c o n!,
CN=Ram Goel, OU=ENGINEERING, Digital signature & date.
Ram Goel O-Soney FM LLC,
L=Tarnpa,S=Florida,C-US 2. Printed copies of this document are not
Reason. I am approving this
Date:
eni 2023.03.06 sealed. This signature
Date: considered signed & ledhnature
D
must be verified on any electronic copies.
3. schematic only
Job # SG2212
Drawn By: KD
-hecked By: S.G.
Issue Date:08-16-22
Revisions:
No. Date Description
03/06/23
REVISION 1
/ /
0
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT
THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT 2016 NOT PUBLISHED
THIS IS TO CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND TO BE IN COMPLIANCE
WITH CHAPTER 16 OF 2020 7TH EDITION FLORIDA BUILDING CODE AND APPLICABLE SUPPLEMENTS
RAM A. GOEL, P.E. # 47431
COPIES OF THESE PLANS ARE NOT VALID UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
-
I
I
I
31
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P-,*QOR
ELECTRICAL LAYOUT PLAN
SCALE: 3/8"=1'-0"
0 U R Ex,
0 U110
V FR _ K1 'FICH,
C-O EJ I�t [F � P O � `
PA�K SIPQ�5h
U7
r t
•c (S
0 UTl.. ['
TaEPHONE
,JAG'. K
--- PASE DOARD
N WITH TOP
AICROVE
T@72
ELECTRICAL SYMBOLS
CEILING FAN
-
SURFACE MOUNTED CEILING FIXTURE
QUADRUPLEX RECEPTACLE
ARC FAULT CIRCUIT INTRUPPTER
DUPLEX OUTLET
ELECTRICAL WIRING
-
SMOKE DETECTOR WITH CARBON SENSOR
--
WALL SWITCH
3-WAY SWITCH (20 AMP
RATED) AT 48" A. F. F.
=
SWITCH (20 AMP RATED) AT
48)) A.F.F.
EXHAUST FAN (FOR SIZES SEE
HVAC PLAN)
PHONE - I/T (DATACOM)
WALLPACK SECURITY LIGHTS
VANITY LIGHT
EXIT LIGHT
WALL MOUNTED EMERGENCY FIXTURE
_
6" RECESSED CAN LIGHT
- _ -
EXHAUST FAN
�>
DOORBELL CHIME
-
DOORBELL
=`
CEILLING OUTLET
SCONCE LIGHT
TV INTERNET
DUPLEX RECEP.
=--=
200 AMP ELECTRICAL PANEL
- -
GROUND FAULT RECEP
ELECTRIC METER
APPROVE-T) 200 MR, 120/2.rw YOLr
3 '{((rRe: D611 d31111ON PPtttEl-
anti. �
APP RO\IFU M TR SOCKFT
�--=
P!I I f=
POY1M CO. SJPPt!:J ME.l%'Rr-
�" F'Id r
l (� I}i'tY CU. 113 3l-1.tt C.'ft, PIFE I'O 5/8" RE=BP•R
2. 1/7." F`:• FROit IAFI-7 , CAN DRIYEPI ro A KIINII&UNJ D:T'IrI OF 9'-•(i11 6F1.O1ff
TU 181, EEL .0'tf GRAD. FER ` GRADE:...
:-:RVII .*NrR'i PER PO'6FR CLAI&P
�ql,i?A:'t'f Ff'�J.tlIR�'I&E:i'll�. \'`�
-_3/,V C,W. L!KF
° CLAV
SJ8" RE?RAR FASIE'N 111 -`,I.A;� j t
R.E1NFORCIRG At(D RUR
HORICOND'.__ UNrF:R GRADE
EL ECT1- IC,AL SE'R'ICE s`HIEMATIC
200 A.M P E:RVICE:
F30/, EYICLIDSURE. Ft7R
rSUCTFOt,RD Fa?
ACCEFTA �L.FJ
INSUL A110N\
6tt
61%
GENERAL ELECTRICAL NOTES
1,
FIXTURES AS PER SCHEDULE OR APPROVED EQUAL.
2.
FIXTURES SHALL BE COMPLETE WITH LAMPS.
3.
THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO
CONNECT ELECTRICAL POWER TO ALL MECHANICAL EQUIPMENT,
4.
ALL WIRING, CONDUIT, LABOR AND MATERIALS NOT SHOWN ON PLAN, BUT NECESSARY FOR
COMPLETE AND PROPER OPERATIONS OF THE ELECTRICAL SYSTEM SHALL BE CONSIDERED AS
PART OF THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY.
5.
THE ELECTRICAL CONTRACTOR SHALL COORDINATE AND INSTALL ALL CONDUIT REQUIRED FOR
THE TELEPHONES.
6.
ALL WORK AS PER GENERAL SPECIFICATIONS AND ALL FEDERAL, STATE AND LOCAL CODES.
7.
THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO SUBMITTING A BID.
8.
THE ELECTRICAL CONTRACTOR SHALL PERSONALLY CONTACT THE POWER COMPANY IN
ORDER TO VERIFY AND COORDINATE THE INSTALLATION OF THE MAIN ELECTRICAL SERVICE
AND TRANSFORMER PLACEMENT TO THE BUILDING,
9.
THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL FIRE ALARM DEVICES
REQUIRED TO SATISFY ALL APPLICABLE CODES & PROVIDE A WORKING SYSTEM. DEVICES
SHOWN ON PLANS ARE FOR GUIDELINES ONLY,
10.
THE ELECTRICAL CONTRACTOR SHALL PROVIDE A 200 AMP SINGLE PHASE TEMPORARY
ELECTRICAL SERVICE AND WEATHER PROOF OUTLETS. COORDINATE LOCATION WITH POWER
COMPANY. INCLUDE ALL FEES FOR TEMPORARY SERVICE IN THE BASE BID. REMOVE TEMP
11. SERVICE AFTER MAIN SERVICE BECOMES USABLE,
THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL TEMPORARY CONSTRUCTION
LIGHTING PER O.S.H.A. AND CITY MINIMUM LIGHTING LEVELS IN THE BASE CONTRACT.
W.R.E.C. ENGINEERING and METERING INFORMATION FORM
WORK ORDER It : RUS CODE(5):
Project Name: ASHA. MODEL = Hours of Operation
Project Description MILE FAMILY REaIDENCE Hours Per Day:
Name on Service: S�; B,JILD COMPANY _ Days of Week:
Site Address: 4260 S.A-2OPKA AVE,LOT 25 =NVERNESS,F_
Submission Date: 01!1 1=22
Electriclan'sName: __01 E LAY Phone9: %2i-431-690'1
PROJECT SERVICE CHARACTERISTICS AND LOAD DATA
All data relative to this Installation must he completed before metaring equipment Is Issued. Expansion of servlco should also
show current site loads. If not applicable state by leaving field blank.
Load information Provided by Licensed Electrician
W.R.E.C. Use Only
New Load Exist. Load Notes
Est. Demand Load
KW
Lighting: 4.9 KW KIN
Motor Load : 1.2 KW KW
KW
Heat: 30 KW KW
KW
Air Conditioning : 20 KW K'01 Largest unit In tons 4
QN
tAlsc. Equipment: 2 KW K101
M
KW
Receptacles: 5.6 KW KW
KW
'l
Other : KW KW
KW
Now Load : KIN
(--�
Kos!
Est. Future Load : KW
KW
Total Existing Load: KW
Total Load: 63.7 KIN
Note:
Largest Motor: 1.5 HP HP -
Phase: ( 4�) Single (f') Three Voltage : ( (X) 1201240 ( r) 120/21M ( r) 240l480 (r) 277/460
I
Main Size: 2 J J Amps Entrance Wire Size: CU f' AL iF Of Runs: ( )
Type Service : ((14 Overhead (0 ) Underground (C) Customer Supplied (Commercial Only)
Service Designation : (r) Commercial (c",) Residential Date Requested : 01 /02%2521
Service Location : (t2) House (t') Pole (t ) Trans. Pad (t`) Other
Building Area Sq. FT: New FI-40-07 Existing Note
I
Pulse Initiator tilater Desired: ((-) Ye (f ) NO
,
Will a renewable energy system be Installed at this location? (C ) Yes ((` ; No Size of system:
Ts pe of rene,vahle systenc (C). Solar (( ) Wind ((") Back-up Gererator (f 1 Ol',:er
This data sheet has been revI-ird and discussed by both the eleadclan and a War.E.C. employee. it It
agreed to by built parties that ail lnfunnatian is true and accurate to the hest of their lunovAcdge.
irint:iaa� O.,dfl Elacifctan 1 A:,Noritaa Re4naanlali.o $i5raiaa Carer a ea.i.�ti,n 1 Auliwrited RaprvierL�ry
ieR 7ri;�'Jet: Ur:Lf
'frvufonner : PI+, . : Crs r (- ) pope C-1 : tr 1 Rcwiar ((') Dushine Type
EXISTL.\C: (_ AW A 15 C -
NVAV: C a3C A a C
For completion by Meter Department
line N¢ei\rd : Data 1 e d : Daty Imislud ; C ummeun
Digitally s�gned by Ram
Goal
DPI
E=Soneyfmllc@yahco.o
CN=Ram Goel,
Ram G o e l o=Soney IFM LLC,G.
O=Soney FM LLC,
L=Tampa. S=Florida. C=
Reason I am approving
this document
Date: 2023.03.06
14:55:46-0500'
S :' \L. F11 1_.
CO RNERS
CElLl�tC
RECr�5SE Q. l GH11RG, FIX IURE:
{?EC:FS SE.D LICI 111NG, F*IXTUI�E
NON-4C, (RAI .D CAN �LT:A.IL.
NI
1 1/1" rO Say rrt{fr_�
Lt E (Py6E , Ott NA 5 tl LIRE 5'«r;
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1. 1lr l'ER SOCI, t' MIJ5 C EE SM- IN ACCCRD,=tiCE 'M`H
E�/1C :1ill',AncE.. 6615UClOH s.
FACK SiCOR BOTTOLt t;ilOCr,OUIS Y:1'( r dffr) --OR6C b C0iTrUGT0RS.
J. A !L!t116t'JU OF 6" JFPRAMCE Ott X1. ACID 36"
CLFi1R{iCE IN FRONT OF LIL'IFR SOCKET RUST BE
wvrtTaui=.p.
;. GP.OtJRCF-O 0"If-IIJUO R 5 RE IF IN (: [Ii-E E. . S ``,' I ,/
A !.-nn>FR �JtL,I,TIOR IS REQtJ'IFFP 3'r (t!, N.E.G.
TYPICAL. 12Q/24.0 MOLT SINGLE PHASE � A. G /
7HREE WIRE SOCKET INSTALIA. CIN ��PM 0��,,/�
LICENSE
No 4743'� (�
i STATE OF L41�e
FLORIDA
Notes: "///' 1110
1. This item has been electronically signed
& sealed by Ram A. Goel using a
Digital signature & date.
2. Printed copies of this document are not
considered signed & sealed. This signature
must be verified on any electronic copies.
3. schematic only
w�
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E
b � SG2212
n By: KD
ked By: S,G,
I
ssue Date:08-16-22
Revisions:
No. Date Description
03/06/23
REVISION 1
A
0
I
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT
THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT 2016 NOT PUBLISHED
THIS IS TO CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND TO BE IN COMPLIANCE
WITH CHAPTER 16 OF 2017 6TH EDITION FLORIDA BUILDING CODE AND APPLICABLE SUPPLEMENTS. LEt WN 1
RAM A. GOEL, P.E. # 47431 .1 L
COPIES OF THESE PLANS ARE NOT VALID UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
I;i - I{ I i. I �I :! l �I I .I I •! I I.,III.391; Y 1i I-:1a it 11 - 1! I' !' I I
i 1 ! I I I I i I I I I1 I I ii 1 [I 1 9
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A
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1k'M'%`*'D"
f
HVAC LAYOUT PLAN ISO
SCALE: 3/8" = V-0"
MICROWAVE
EXHAUST TO
EXTERIOR
luau-. -JACK Wtllt
0iV_ KUF'.afT PAMF'%R
6ACG; OF
0R►tf?
''fit' RIGO U T/d
CLOTHES DRYER HORIZONTAL
VENT THROUGH EXTERIOR WALL
t r:1
Ert' .
T. 1301K
ALL
PENETRATIONS
(DUCT/PIPES/LIGHT
FIXTURES/HVAC DIFFUSERS) SHALL BE PROTECTED
AT
ALL FIRE RATED
WALLS AND FLOOR
CEILING ASSEMBLIES.
EXHAUST FAN SCHEDULE
MARK
TYPE
CFM
ESP
FAN
WATTS
DUCT
SONES
VOLT/PH
AMPS
LOCATION
MANUFACTURER
& MODEL
EF-1
EXHAUST
65
0.25"
26.1
4"
2.0
120/1
0.3
TOILET/RR
BROAN 784
EF-2
EXHAUST
50
0.25"
17.5
4"
1.5
120/1
0.2
TOILET/RR
BROAN 770
EF
EXHAUST
50
0.25"
17.5
4"
1.5
120/1
0.2
TOILET/RR
BROAN 770
1. SCHEMATIC ONLY
2. MECHANICAL CONTRACTOR TO GET THEIR OWN SHOP DRAWINGS & PERMIT
MECHANICAL..
LEGEND
0 SUPPLY AIR
DIFFUSER
0 RETURN AIR
DIFFUSER
GENERAL NOTES:
M1305.1.3 Appliances in attics. Attics containing
appliances requiring access shall be provided with an
opening and unobstructed passageway large enough to
allow removal of the largest appliance. The passageway
shall not be less than 30 inches (762 mm) high and 22
inches (559 mm) wide and not more than 6 feet (1829
mm) in length measured along the centerline of the
passageway from the attic access opening to the
appliance's service panel. The passageway shall have
continuous solid flooring not less than 24 inches (610
mm) wide. A level service space not less than 30 inches
(762 mm) deep and 30 inches (762 mm) wide shall be
present at the front or service side of the appliance. The
clear access opening dimensions shall be a minimum of
20 inches by 30 inches (508 mm by 762 mm), where suc
dimensions are large enough to allow removal of the
largest appliance,
Exception: The passageway and level service space are
not required where the appliance is capable of being
serviced and removed through the required opening,
M1305.1.3.1 Electrical requirements. A luminaire
controlled by a switch located at the required
passageway opening and a receptacle outlet shall be
installed at or near the appliance location in accordance
with Chapter 33.
M1305.1.3.2 Air -handling units. Air -handling units shall
be allowed in attics if the following conditions are met:
1. The service panel of the equipment is located within 6
feet (1829 mm) of an attic access,
2. A device is installed to alert the owner or shut the unit
down when the condensation drain is not working
properly.
3. The attic access opening is of sufficient size to replace
the air handler.
4. A notice is posted on the electric service panel
indicating to the homeowner that the air handler is
located in the attic. Said notice shall be in all capitals, in
16 point type, with the title and first paragraph in bold:
NOTICE TO OWNER
A PART OF YOUR AIR CONDITIONING SYSTEM,
THE AIR HANDLER, IS LOCATED IN THE ROOF.
FOR PROPER, EFFICIENT, AND ECONOMIC
OPERATION OF THE AIR CONDITIONING
SYSTEM, YOU MUST ENSURE THAT REGULAR
MAINTENANCE IS PERFORMED. YOUR AIR
CONDITIONING SYSTEM IS EQUIPPED WITH ONE
OR BOTH OF THE FOLLOWING:
1) A DEVICE THAT WILL ALERT YOU WHEN THE
CONDENSATION DRAIN IS NOT WORKING
PROPERLY OR
2) A DEVICE THAT WILL SHUT THE SYSTEM
DOWN WHEN THE CONDENSATION DRAIN IS
NOT WORKING. TO LIMIT POTENTIAL DAMAGE
TO YOUR HOME, AND TO AVOID DISRUPTION OF
SERVICE, IT IS RECOMMENDED THAT YOU
ENSURE PROPER WORKING ORDER OF THESE
DEVICES BEFORE EACH SEASON OF PEAK
OPERATION.
1. DESIGN TO MEET FLORIDA BUILDING MECHANICAL CODE 2017 ASHRAE, ASME, ANSI CODES.
2. PROVIDE 1" UNDERCUT ON ALL INTERIOR DOORS.
3. COORDINATE EXACT LOCATION OF DIFFUSERS WITH ARCHITECTURAL & REFLECTIVE CEILING PLANS.
H A CORROSION RE SCREEN 4. REST ROOMS EXHAUST WALL CAP TO BE PROVIDED WITH N RESISTANT S R N AS
PER FBCM.
5, ALL ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED TO WITHSTAND HURRICANE FORCE WINDS.
6. MAINTAIN A MINIMUM OF 10 FT SEPARATION BETWEEN ANY AIR INTAKE AND EXHAUST DISCHARGE.
7. ROUTE CONDENSATE DRAiN, FULL SIZE TO NEAREST ROOF DRAIN. PROVIDE PIPING SUPPORT
AS REQUIRED BY THE CODE. PROVIDE SECONDARY AUTOMATIC OVERFLOW FLOAT SWITCH.
8. ALL CONSTRUCTION/MATERIALS BY THE CONTRACTOR SHALL CONFORM TO THE 2017 FLORIDA
BUILDING/ MECHANICAL CODE.
9. THE CONTRACTOR SHALL BALANCE THE SYSTEM TO WITHIN PLUS 10%%% OR MINUS 5%%% OF
LISTED CFM VALUES, PROVIDE STANDARD FORMS TO DOCUMENT AIR PERFORMANCE., STATIC
PRESSURE, ETC.
Digitally signed by Ram Goal
DN:
E=Soneyfmllc@yahoo.com,
CN=Ram Goel,
OU=ENGINEERING.
Ram G o e I O=Soney FM LLC,
L=Tampa, S=Florida, C=US
Reason: I am approving this
document
Date: 2023.03.06
14:55:13-05'00'
\\0110 111111G,/i///
f�`lN.N LICENSE ,
� N oo� 4743'Ji .
r .0*
-P STATE OF /��
0-0,(� FLORIDA 1. ��
,/ I H I M `
Notes:
1. This item has been electronically signed
& sealed by Ram A. Goel using a
Digital signature & date.
2. Printed copies of this document are not
considered signed & sealed. This signature
must be verified on any electronic copies.
3. schematic only
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SG2212
By: K,D,
d By: S,G,
ssue Date:08-16-22
Revisions:
No. Date Description
0
03/06/23
REVISION 1
0
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PLUMBING FIXTURE SCHEDULE
MARK
QUANTITY
DESCRIPTION
CONNECTION SIZES
MFG. & MODEL NO.
WASTE
VENT
C.W.
H.W.
WC
2
TANK TOILET
2"
2"
1/2"
TBD
LAV
4
LAVATORY
2"
—
1/2"
1/2"
TBD
K
1
KITCHEN SINK
2"
—
1/2"
1/2"
TBD
r _FS
a
E Pt #
r
3
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_ !
PLUMBING LEGEND
SYMBOL
DESCRIPTION
__CW _ CW__._ _.____ ___._..
COLD WATER 1 /2"
HW
HOT WATER 1 /2"
— — —SS— —
SANITARY SEWER 2"
HOSE BIB W SOV
& VB.
GENERAL PLUMBING NOTES
1. ALL WORK AS PER GENERAL SPECIFICATIONS AND ALL FEDERAL, STATE AND
LOCAL CODES, FPC 2017, 6TH EDITION.
2, FOR HOT ArID COLD 'r'/A TER APPLICATIONS TYPE L COPPER SHALL BE USED OR
PEX AS ALLO'NED BELOW.
.3. CROSSLINKED POLYETHYLENE (PEX) PIPING MAY BE SUBSTITUTED FOR COPPER
GIVEN THE FOLLOWING SPECIFICATIONS. USE ON COLD WATER AND HOT WATER
APPLICATIONS NOT TO EXCEED 140 DEGREES F. ZURN OR EQUAL PIPE AND
FITTINGS SHALL BE USED. THE FOLLOWING STANDARDS SHALL BE ADHERED TO:
ASTM F876 FOR THE PIPE, ASTM F1807 BRASS FITTINGS MUST BE USED. DO
NOT HYPERCLORATE THE SYSTEM IN EXCESS OF 5 PPM OR AS ALLOWED BY
MANUFACTURER. DO NOT STORE PEX IN DIRECT SUNLIGHT. DO NOT BUY PEX
FROM ANY WAREHOUSE KEEPING PEX STORED OUTSIDE. DO NOT INSTALL ANY
PEX PIPING THAT HAS BEEN EXPOSED TO SUNLIGHT LONG ENOUGH FOR THE
LABELING TO FADE. PEX THAT IS TO BE EXPOSED IN OPEN SLAB APPLICATIONS
FOR LONGER THAN ONE WEEK SHALL BE WRAPPED IN ALUMINIZED TAPE TO
PROTECT AGAINST UV DEGRADATION,
4. ALL FIXTURES USED SHALL BE AS PER SCHEDULE OR EQUAL.
5, ALL FIXTURES SHALL HAVE STOP VALVES AT WALL.
6, ALL VENTS SHALL BE CARRIED THROUGH ROOF, COMPLETE WITH ROOF SYSTEM
COMPATIBLE ROOF JACKS.
7. ALL TOILET SEATS SHALL BE FOR ELONGATED BOWLS WITH OPEN FRONTS.
8. TO FACILITATE THE CLARITY OF THE DRAWINGS, SEWER, WATER, AND GAS LINES
ARE NOT ALWAYS SHOWN IN THEIR EXACT LOCATIONS,
9. CONTRACTOR SHALL VISIT JOB SITE PRIOR TO BID AND VERIFY NEWCONDITIONS.
NOTIFY ENGINEER IF NEWCONDITIONS DO NOT MATCH CONTRACT DOCUMENTS,
1O.PROVIDE WETTED TRAPS TO ALL FLOOR DRAINS.
11.ROUTE TEMPERATURE AND PRESSURE RELIEF FROM WATER HEATER TO SEWER
OR TO THE OUTSIDE OF BUILDING.
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Digitally signed by Ram Goel ♦�' LILtNJt Ix IVotes:
DN: +� No, 4743.i
E=Soneyfmllc@yahoo.com, 1� f r/ 1. This item has been electronically signed
CN=Ram Goel, � C.�.- `""��
& sealed b Ram A. Goel using a
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O_ ne FM LLC
Ram Goel S° y L=Tampa, S=Florida, C=US STATE OF �11 signature ,.'o �.. Digital & date.
Reason: I am approving this
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document �.01 .�� FLORIDA �.� `♦ 2. Printed copies of this document are not
Date:2023.03.06 �r1G considered signed & sealed. This signature
14:54:56-05'00' ,�N. Li— �� must be verified on any electronic copies.
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Job # SG2212
[Drawn By: K.D.
�hecked By: S.G,
I
ssue Date:08-16-22
Revisions:
No. Date Description
03/06/23
REVISION 1
0
0