HomeMy WebLinkAbout22-5473Address: 4600 W Cypress St 200
TAMPA, FL 33607
Phone: (813) 574-5700
SIF 1 percent Fee
Address Fee
Plumbing Valuation Fee
Driveway Fee
Transportation Impact Fee - City
Electrical Permit Fee
Fire Wall/Smoke Wall Inspection
Mechanical Plan Review Fee
Public Safety Impact Fee -Police
Buildino Plan Review Fee
City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542 BNR-00547
Phone: (813) 780-0020 Issue Date: 12
Fax: (813) 780-0021
Class of Work: Townhome
Building Valuation: $255,720.00
Electrical Valuation: $38,368,00
Mechanical Valuation: $17,900.40
Plumbing Valuation: $25,572.00
Total Valuation: $337,550.40
Total Fees: $13,866,90
Amount Paid: $13,866.90
Date Paid: 12/2812022 4:08:01 PM
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$3153 Transportation Impact Fee
$3,445.20
$30.00 Sewer Connection Residential Fee
$2,090,00
$0.00 Park Impact Fee - Single Family/Townhome
$769.56
$45.00 Plumbing Permit Fee
$167.86
$34.80 Water Connection Residential Fee
$1,0%00
$732.71 Mechanical Permit Fee
$129.50
$231.79 Building Permit Fee
$1,318.60
$15.00 Electrical Plan Review Fee
$0.00
$0.00 School Impact Fee - Single Family
$3,35100
$254,00 Public Safety Impact Fee -Admin
$26.35
$180.00
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Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
RT WCTORSIGNATUREM
I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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813-780-0020 City Of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Gate Received phone Contact for Permiftin 908 770�_7763'Owner"sName CAL HEARTHSTONE LOT OPTION POOL 03 L P Owner Phone Number 4.5700
Owner's Address 23975 Park Sorrento, Ste. 220, Calabasas, CA 91302 Owner phone Number
Fee Simple Titleholder Name I N/A Owner phone Number E_W
Fee Simple Titleholder Address N/A
JOB ADDRESSQZF nipple POrld LOOP LOT #
SUBDIVISION Abbott Square PARCEL ID# QZF®2�®21 0140-001 Q{�p t�
(OBTAINED FROM PROPERTY TAX NOTICE)
WORT( PROPOSED NEW CONSTR F—] PADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE 0 SFR COMM OTHER
TYPE OF CONSTRUCTION 10BLOCK FRAME STEEL
DESCRIPTION OF WORK Multi -family 1 Screen Enclosure !Fence
IJ/R 5F
BUILDING SIZE 2131 SO FOOTAGE 1 HEIGHT �
BUILDING $ 255720� VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ 33358
PLUMBING 171 25572
MECHANICAL $ 17900.4
GAS IZI ROOFING
FINISHED FLOOR ELEVATIONS[::=
® PROGRESS ENERGY W.R.E.C.
AMP SERVICE
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA YES Do
BUILDER COMPANY Lennar liornes, LLC
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address 4301 Boy$mp cout Blvd Suite 600 Taa, FL 33607 License # tCrC1518166
s
ELECTRICIAN COMPANY Edmon;son Electric, Inc.
�'
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
AddressLicense # E130054QS
PLUMBER COMPANY Bayonet Plumbing, Heating & AG, Inc
SIGNATURE REGISTERED Y/ N FEE CURREN Y I N
Address License # OF04299$ �mm�
MECHANICAL COMPANY bayonet Plumbing, Heating & AC, Inc
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License # CAC053062
OTHER COMPANY C sterling Quality Roofing, Inc
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address � License #
CC0057991
11111tIt11E�it1 Illlit�lf�lll11i111E11�/�11����III�IIIIIIIWilI111IE!
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
"*"`PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
— Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
91 NIA ilk
Ito,
OWNER OR AGENT
Subscribed and sworn ro(5, affirmed} before me this
1 912/2022 by Christopher Smith
Who istare personally known to me or
as identification.
Notary Public
Commission No.—GG 296057
Stephanie Farmer
Name
DOM Fatcuoy '115, 2023
Now TW TMY F* %MM
CONTRACTOR____gg;����.
Subscribed and sworn to (or affirmed) before me this
912i2022 by _ Christopher Smith
Who istare personally known to me or has/have produced
as identification.
Commission No. GG296057
Stephanie Farmer
.................... . . . . . . . . . . . . . . . . . . . . . . ..........
Notary Public
DESCRIPTION: LOTS 65-68, BLOCK 1, ABBOTT SQUARE PHASE IA, SITE PLAN SEC. 11, TWP. 25 S, RNG 21 E.
'.. ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOT( 89, PASCO COUNTY, FLORIDA
'.. PAGE(S)28-35, OF THE PUBLIC RECORDS OF PASCO COUNTY, (NOTA SURVEY)
FLORIDA. (ABBOTT SQUARE)
_ CURVE DATA (P) _ _
CURVE T RAD!US ARC LENGTH CHORD LENGTH CHORD BEARING�DELTAANGL6�
C28 320.00" 29.83' 29.82' S 34'02'43"
'.. C29 320.00' 20.01' 20.01' S 38°30'27" E 3°3S'O0
C30 320.00' 20:01' 20.01' S 42'05'27" E �� 3°3a'00"
C31 320.00' 29.83' 29.82' S 46'33' 10" E 5°20'28"
This SITE PLAN Prepared for and Certified To: Scale. 1 " - 20'
— Lennar Homes — \
ALL ELEVATIONS REFERENCED
TO NORTH AMERICAN
VERTICAL DATUM OF 1988
(NAVD 88)
PROPOSED ELEVATIONS AND GRADING
SHOWN HEREON ARE TAKEN FORM THE '
ENGINEERING PLANS OF
"ABBOTT SQUARE RESIDENTIAL PREPARED
BY "WRA" PROVIDED BY CLIENT
TP
LOT 64 rtyr C
BLOCK 1 `�ti
F.
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o \C
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Z
i r� pay/ '# 9�, •.
CO r�Cy 54s.a
9 IN
GE
iA h� r3 rd Cp O
,�`L v of
pub acP'T� rd ti
C = 2` OAK
* 10.00' PUBLIC UTILITY EASEMENT rr 6, O,* <sa, l �3 ,✓ `
LEGEND: ask
,.--%""-,I► PROPOSED DRAINAGE FLOW `y,^P ra A,
S.-�, rr �
(00,00) = PROPOSED GRADE 'O Cyc- FrA rt+� 1 �'�- Or`
E-00.00 = EXISTING GRADE s"2�-{pY,,t..r�,.s 'rr� o00 Y_ 1w`. <9 C?ry 3
q r', /.o .SOS 100 971
NOTES: ��� �' ��. ��. � LOT 69
LOT GRADING TYPE =B �C ,�� BLOCK i
F2 q
PROPOSED PAD ELEVATION = 101.20`
FRONT SET BACK = 20' NIP r'2 �4
SIDE SET BACK =T5' 0K' pR
= 10965
SIDE SET BACK (CORNER LOT) _'s �'or �aa ��y LOT SO. FT',
LIVING AREA �_ 2Sb6 SO_ FT.
REAR SETBACK = 15' >4 ENTRY =' 220 _SO. FT.
/ GARAGE _ �QS8 SC).FT.
PROPOSED: COVERED LANAI = 374 SO. FT,
MINIMUM FLOOR ELEVATIONS: / 100361 PATIO NA SO_ FT,
LIVING AREA: 101.87` POOL AREA - NA SO. FT,
GARAGE AREA: CONC. DRIVE FT.
ELEVATIONS REFERENCED TO A/C & CONC PAD =_36 Sty. FT,
NORTH RMERICAN VERTICAL SIDEWALK = 540 SQ. FT.
SIDE YARD SWALE = Na SO. FT,
DATUMOF 1988 CONSERVATION AREA =-,_NA SCr FT.
APPARENT FLOOD HAZARD ZONE- "X' COMMUNITY NO. 120235 LOT OCCUPIED = 53 te,
SURVEY ABBREVATiONS (MAP NUMBER 12101C-0289-F) EFFECTIVE DATE: 09/26/2014 AREA TO IRRIGATE = 47 %
A) -ARC LENGTH CD-OFFED I.NVs INV2 PC=POINT Or CURVE RI -RECORD LEGEND
AiC AiRCONDCTONER D DgAiNAG EASEMENT LB-LICENS BUANESS PCC FOIN Or COMPOUND CURVE i VINYt EENCE
AFALUMINUNFENC-� RS- RANGE Y XYl pi ( 1
FL OR EDGE OF VAT, LE =LANDSCAP EFlSr'.MENT PC, ERMANFN`*CONT20.. POINT IvRS eRPI ROADSPI'CE h i f++z CONC "�""'tWl �"'•'
9 E-F#ASF Fl6OD ELEVATION FO EDGE OF PAVENEN' ,.FEy LOWER!'-OORUEVA..ON PIE EQUIPMENT j+W RIGHT pF WAY
BM -__MARK �SM' =EASEMENT LS-LICENS SURVEYOR G=PACE ,. WOOD FENCE
C- Ct,RU<EC=-SECTION
FJC eNC` CORNER IM)-M MEASURED N- PONTONT OF INTERSECTION SN&D-� S`_ r NAit AND DISK :, ^ASI'NAIT ^"-`- ` "•�
ICICCAL(.IJt'FD OD SOUND CONCRETE ws- MIT RED END SECTION PK-PARKER KAI, ON "PISI83
CENT`cRUVE MONUMENT NCF-NOCORNERFOUND k IROCPTYLtNE OR Sri 112' IRON ROD Lao III CIINNLiNKHNC}:
CL -CYAN Nk FEN c ul-, To ND IRON PIPE O,A-OVERALL POE} PONr OF BEGINNING TISM- TEMPORANY BENCT! MARK �mBRiCK
CM =CON'
UGATE)M�TAt. 1 Ip�.,�-OUN€J IRON,ROD OHW-OVERHEAD lV1RE(S POC- Pp N� O=COMMFNCTMENT 108-TOIIQPBANK
COL CCOLUMN N&O-FOUND NAIL &DiSK O.R. -OFFICIAL RECORDS POL• CSNI ON,. LINE
rW-TOWNSHP AtLPODAIM PENCE.
CONC a ON CR`-TE POP =FOUND OPEN )PPE ILI -PLA'( PRC = POINT OF REVERSE CURVE U.
C/S=CONCRErE SEAS UTILITYFASE!.t,ONi-COVkRED _A
,^
ESi= CLEAR SIGHT TRIANGLE Pp'-C)UND PINCHED PIPE PB=PLAT BOOK PRMxPc'RMANEN'REFERENCE MOhJMLNT VE—VINe_rENCE
JOB #5714 SURVEYOR'S NOTES: SURVEYOR'S CEITT I4 ICATE 1708 Water Oak Drive
Date of Site Plarr6-20-22 t') Current title information on the subject property had not been Thls certifies that k�j GjUoj4ie hereon described Tarpon Springs. Florida
furnished to Initial Point Land Surveying, LLC, at the time of this property was n¢$ 14 crvision and Phone: (727)-831-t 990
DWGAS-L65-68-BI-SITE SITE PLAN meetsth,*1D
tv,'actice for FloridaPLS7123 gmaiLrom
2.) This sketch was prepared without the benefit of a title search. uneyfl `. d of Ln.¢t,Bdi 8t83No instruments of record reflecting ownership, easements or n St (i (iFile rights -of -way were furnished to the undersigned unless othdrwlse r �C.,„c,,,,',1,DrawnbyDJBshown hereon. pursuiTnt to72 J.' , I _ t Ha le
S.) Roads, walks, and other similar items shown hereon were taken St to; r%"'t ^t YS CD,
Checked by.JH from engineering plans and are subject to survey. p L�G.G V
4J This SITE PLAN does not reflect nor de ermine ownership. ' per} q 1 OI T`
REVISIONS 'tL'ddF
6.) This SITE PLAN is subject to matters shown on the Plat of ♦� sh I�IDA � � - ' Ake
"ABBOTT SQUARE PHASE IN
—- ----°"--
Jeff M. H
6.) Dimensions shown hereon are in feet and decimal portions �} !�
thereof. ELORIDAP �V�i�RAND 'J
7.) Contractor and owner are to verify all setbacks, building MAPPER NO. LSIdG�p
dimensions, and layout shown hereon prior to any construction, NOT VALID WITHOUT THE ORIGINAL
and immediately advise Initial Point Land Surveying, LLC. of any SIGNATURE AND SEAL OF A FLORIDA
deviation from information shown hereon. Failure to do so will be LICENSED SURVEYOR AND MAPPER Initial Point Land Surveying, LLC.
at users sole risk.
Permit No, `
Efate Permitted
Builder Name/Owner Name Control
County Parcel No. tZ
a&Address/Location
Classification/Ty pe of use
TRANSPORTATION IMPACT FEE Rate: Sq, Ft unit:
Exempt 0 Yes No Flow Determined
Impact Fee Amount Zone No. TAZ.
SCHOOL IMPACT FEE
Account (056) Single -Family Detached (douse Amount $
(057) Mobile Home
(058) Other Residential
(123) Collection Fee
Exempt ED yes = No How Determined_
PARRS AND RECREATION FEE
Land Account nand Credit Land Total
Recreation Account Recreation Credit Recreation Total
Zone Total Amount $'
Exempt =Yes = No How Determined
LIBRARY FEE
Land Account Land Credit Land Total
Facility Account Facility Credit Facility Total
Exempt IDYes No How Determined Total Amount
RESOURCE FEE ERU
NM
BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY
EM
M
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM_
2. ALI, CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. 3000 PSI FIBERMESH 3/4" PER CUBIC YARD MIN. MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4, ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME
STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE
SOIL FOR WOOD DESTROYING ORGANISMS.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED TED SLABS SHALL
BE 3000 PSI MIN.. 2" MrNIMUM, THICKNESS.
7, SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE L- ASTM C 150).
AGGREGATES - 46 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING +/- 1% - ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER,
OTHER ADMIXTURES SHALL NOT BE PERMITTED,
9, METAL WELDED WIRE SHALL CONFORM TO ASTM A 185,
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART I,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS,
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B.MASONRY:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR,
2.ALL MORTAR SHALL BE OF TYPE M OR S.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN' OF THE CURRENT ALUMINUM DESIGN
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE, 7TH
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
D. FASTENERS:
i, ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD,
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL.
4, ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=,42 MIN,).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW, ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER,
T ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8, ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153..
10, ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
G-185,
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE,
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
ASCE 7 -16
AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A & 1-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A1B5
FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23)
7TH EDITION
CURRENT ALUMINUM DESIGN MANUAL
F. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
L TYP --TYPICAL
2. SIM -- SIMILAR
3. DON -- UNLESS OTHERWISE NOTED
4, CONT--CONTINUOUS
5, VIE --VERIFY IN FIELD
G. RESPONSIBILITY:
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR,
4, ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES,
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME
WITHOUT A MANUFACTURER'S HOST BEAM.
IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT
SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL
LOADING IS PLACED ON THE MANUFACTURED HOME.
Z. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 7TH EDITION
R 4501A7.1 IN ITS ENTIRETY.
3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
5, SCREENING MATERIAL SHALL BE 18X1.4X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
OTHERWISE.
6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1
H BY CONTRACTOR & BUILDING OFFICIAL SHALL BE VERIFIED
ALL z
> �. �O3
a
7. ENCLOSED? ADDITIONS TO MANUFACTURED HOMES SHALL NOT
L � �1�f,�, ,� T�f V �s� � PR �'
CHANGE THE FACILITIES FOR EGRESS PER HUD 328 }.105, (a)
a �� I ;)
'. i"x�F, cw$ �,.L) fir. e. .aUs
,$,V
((EX}}I((T
THROUGH a 2 iv , SO THAT THE DISTANCE TO EXIT DIRECTLY
t Il 1i I
' w B Wit,
I t �v"Iff-CODE
OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35', AND, SO THAT
s
TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED. A CARPORT
I , "M ) T 7 4t I i
f
OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE, NON -HABITABLE
DI � NC ,. 1I
SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXITp
DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS
THE REQUIREMENTS OF HUD 3280,105.
CARPORT, SHED, WOOD LANDING, CONCRETE, AND STEPS
DESIGN DATA:
L ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH
NOMINAL DESIGN WIND SPEED Vasd: 101 MPH
2. RISK CATEGORY: 1
3. WIND EXPOSURE: B
4. INTERNAL COEFFICIENT:
SHED (ENCLOSED STRUCTURE): +/- 0.18
CARPORT (OPEN STRUCTURE): 0,0
5. WIND LOADS:
FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
SOLID ROOF (MWFRS): 20 PSF
COMPONENT & CLADDING PRESSURES:
ROOF ZONE 1: 12.4/-48.4 PSF, ZONE 2: 114/-63.9 PSF, ZONE 3: 12,4/-87.1 PSF
WALLS ZONE 4: 30A/-33,0 PSF, ZONE 5; 30.4/-40.7 PSF
6. FOUNDATIONS PER "A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL
T SOLID ROOF TYPE: 3"X12" ALUM. PANS, FL 169SZ OR EQUIV,
FOLLOW SECTIONS
2 x 2:--------------------------------------2" x 2" x 0,044„
3 x 2:-------------------------------------3„ x 2" x 0.050"
2 x 3:---------------------------------------2" x 3" x 0.050"
2 x 3:--------------------------------------2" x 3" x 0,070'
2 x 4:---------------------------------------2" x 4" x 0.050„
2 x S:---------------------------------------2" x 5" x 0.050„
3 x 3:---------------------------------------3 x 3" x 0,072"
3 x 3:---------------------------------------3 x 3" x 0.093"
3 x 3:---------------------------------------3 x 3" x 0.125"
4 x 4:---------------------------------------4 x 4" x 0.125„
OPEN BACK SECTIONS
1 x 2:------------------------------------1" x 2" x 0.040'
1 x 3:----------------------------------------1" x 3" x 0.045"
M
2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045"
2 x 3 Snap:---------------------------------2" x 3" x 0.050"
2 x 4 Snap:--------------------------------- 2" x 4" x 0.045"
2 x 4 SMB:----------------------
2" x 4" x 0.044" x 0.100"
2 x 5 SMB:----------------------
2" x 5" x 0.050" x 0.118"
2 x 6 SMB:----------------------
2" x 6" x 0.050" x 0.120"
2 x 7 SMB:----------------------
2" x 7" x 0.057" x 0,120"
2 x 8 SMB:----------------------
2" x 8" x 0.072" x 0.224"
2 x 9 SMB:----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB:-------------------
2" x 10" x 0.092" x 0,374„
R Leh -ate MAIN n?e
,' � L O
PLAN Eg q. R I'
INDEX:
GENERAL
S-2 PLANS AND ELEVATIONS
ELEVATIONSS-3 PLANS AND
S-4 PLANS AND ELEVATIONS
S-7 WOOD LANDING
I HEREBY CERTIFY THAT I HAVE REVIEWED
T141S PLAN A FAIMP IT jO BE IN
COMPLIAN SCE RUIPy D FBC 7TH
EDITk@ill'' q%-%L AND EXI hyG
A
it a
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Faster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, FL 33542
Phone:(813)838-0735
Email: erb@Ibcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
I DATE: 12/01/2022 1
#
JOB # 22 1118 346
JOB NAME & ADDRESS:
COLON
GRAND HORIZON: LOT 95
37624 LANDIS AVE.
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
B & H CONSTRUCTION
GENERALNOTES
58,
MANUFACTURED HOME
PROPOSED
COMPOSITE LANDING
W/ RAILING
El
PROPOSED
4'X TX 4" CONCRETE PAD
FOR LANDING AND STEPS
Lu
12'
X Uj 1-
4'
z
tJ
PROPOSED
CONCRETE LANDING
61
AND STEPS W/ RAILING
PROPOSED PROPOSED
CONCRETE STEPS 6"x 6„W/ RAILING I LINEAL FOOTER
FACTORY
PORCH
PROPOSED PROPOSED
CARPORT PAVERS PROPOSED
CARPORT PAVERS
4" CONCRETE PAD
FOR LANDING AND STEPS
PROPOSED
12" X 12'
LINEAL FOOTER
FOR CARPORT
2" ABOVE ADJACENT SLABS
GRADE
CONCRETE
BELOW GRADE
D=MAD
kz) R:�D CONT.,
"12
25'MIN. OVERLAP
ALL JOINTS, ON
TYPE I] MONOLITHIC SLAB
3" HIGH CHAIRS
MODERATE SLOPE FOOTING
SLOPE: 2":12'- 3`12"
TYPE 11 MONOLITHIC SLAB / FOOTING
FOUNDATION PLAN
GRADE
ifl
6" X 6"
LINEAL FOOTER
PROPOSED
DRIVEWAY PAVERS
Isr" ��ffi
jyjAMMOWMIM-1-
29'
PROPOSED
6" CONCRETE SLAB
FOR DRIVEWAY
w
X w
0
C)
GRADE
NOTES FOR ALL FOUNDATION TYPES:
1, THE FOUNDATIONS SHOWN ARE BASED ON A
MINIMUM SOIL BEARING PRESSURE OF 1500 PSF.
2. THE SLAB / FOUNDATION MUST BE CLEARED OF
",,--(2)#5 REBAR CONT., ALL DEBRIS, AND COMPACTED PRIOR TO POURING
25" MIN. OVERLAP OF ANY CONCRETE.
L 12-ALL JOINTS, ON 3. CONCRETE SHALL MEET THE SPECIFICATIONS
3" HIGH CHAIRS IN THE S-1 GENERAL NOTES PAGE.
12" X 12"
LINEAL FOOTER
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN ANMyftaTTO BE IN
Cd COMPLI��110IND FBC 7TH
EDITr I. AN 5Y)N G
'N6 anti.......
6
Ef �?OFESS�it,t�,A
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, FL 33542
Phone: (813)838-0735
Email: erb@fbcplans,com
Website: www.fbcplans.com
CID,& - #29054
DATE: 12/01/2022
DRAWN BY: DENNIS W. DUNN
REVISION: DATE:
RO 1 22 1215 228
R02
RO 3
R04
JOB # 22 1118 346
TOB NAME & ADDRESS:
COLON
GRAND HORIZON: LOT 95
37624 LANDIS AVE.
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
B & H CONSTRUCTION
PLANS AND ELEVATIONS
S-2
w
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE 1N
COMPLIANCE£ WiTYA90F177J(5 AND FBC 7TH
EDITiOt ?AND L)(*TTING
t'
Lj
,. e=
r7fJtitt2}titStlii§��
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Faster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, Fl. 33542
Phone: (813)838-0735
Email; erb@)fbcpians.com
Website: vw.fbcpians.com
C.0,A. - #29054
DATE: 12/01 /2022
DRAWN BY: DENNIS W. DUNN
REVISION: DATE;
RO 1 22 1215 228
RO 2
RO 3
RO 4
JOB # 22 1118 346
JOB NAME & ADDRESS:
COLON
GRAND HORIZON: LOT 95
37624 LANDIS AVE.
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
B & H CONSTRUCTION
PLANS AND ELEVATIONS
I
I I MFD.
HOME
CJ
2X6 SMB r_ 2X6 SMB
RMM
-------------
4" CONCRETE SLAB
W/ 12" X 12" FOOTER
12'
REAR ELEVATION
LEFT SIDE ELEVATION
2X6 SMB 2X6 SMB
I MFD.
-----------------------
HOME
FACTORY
.... PORCH
><
PAVERS
"
12" X 12" 12' —6X6"
LINEAL FOOTER
LINEAL FOOTER
PROPOSED
CARPORT
W1 SHED AND STEPS BEYOND
FRONT ELEVATION
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE W��AASCE 7-16 MJEXANDTING FBC 7TH
" STRING
ED Q-
jj
<3
�`ESS\C�\'
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St
Zephyrhills, Fl. 33542
Phone: (813)838-0735
Email: erb@fbcpians.com
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 12101/2022
DRAWN BY: DENNIS W. DUNN
REVISION: DATE:
RO 1 22 1215 228
RO 2
RO 3
RO 4
JOB # 22 1118 346
JOB NAME & ADDRESS:
COLON
GRAND HORIZON: LOT 95
37624 LANDIS AVE.
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
B & H CONSTRUCTION
PLANS AND ELEVATIONS
S-4
S.M.B. DEPTH S.M.B.WEB _T�CORROSION
N RESISTANT
UPLIFT
I HEREBY CERTIFY THAT I HAVE REVIEWED
6" MIN,
"H" WALL "TT SIZE
CAPACITY
THIS PLAN AND FOUND IT TO BE IN
RECOMMEND ALUMINUM FLASHING
INSTALLED BELOW DRIP EDGE TO
4" �04F �0611 (2) 3/8" BOLTS, NUTS, WASHERS
1,720 LBS
COMPLIANCE W,} if_KF4T7 ANDFBC7TH
EDITION R tl�VYPT�NG
IS
FASCIA. CAULK ALL SEAMS,
(2) 318' BOLTS, NUTS, WASHERS
2,550 LBS
BUILD1,NI§'
rTING�
ROOI,
'0501, .0611 (3) 3/8" BOLTS, NUTS, WASHERS
2,550 LBS
\j
— — — — — — — — — — —
ALUMINUM FLASHING ATTACHED
7" �055" . .061, (3)3/8 BOLTS, NUTS, WASHERS
3,500 LBS
I x
W1 #8 X 3/4" TEK SCREW AND 1 "0
7" 055" 0911 (3) 318" BOLTS, NUTS, WASHERS
3,600 LBS
�� _v
1/%
NEOPRENE WASHER AT EACH RIB
7" .0551,
.12F (3) 3/8" BOLTS, NUTS, WASHERS
8" .072" .06" (4} 3/8" BOLTS, NUTS, WASHERS
4,500 LBS
5,500 LBS
8" 072" A911 (4) 3/8" BOLTS, NUTS, WASHERS
7,000 LBS
aLO
ALUMINUM RISER
8"'072" (4) 318' BOLTS, NUTS, WASHERS
7,000 LBSLJ
f
PAN Roo
.125"
072"
Q,
9. 06" (4) 318" BOLTS, NUTS, WASHERS
7,000 LES
0
.09, (4) 3/8" BOLTS, NUTS, WASHERS
9. 7 IRS
WASHERS
125" (4) 3/8" BOLTS, NUT A
, 8,900 LBS
I 9,500 LBS
2X
.08
7?"
92 3/8" BOLTS, NUTS:
<
HOST BEAM
SMB PER PLAN
10, .125" (4)
1 11 ,000LBS
F
0
NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER
SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED
0
Lij
2
0
ATTACH PANS TO 0.060" MIN. HEADER
PROFESSIONAL ENGINEER SEAL
CHANNEL W1 (4) # 10 X 3/4" TEK SCREW
PER PAN AT BACK OF PAN
ENGINEER OF RECORD
FASTEN 0.060' MIN. HEADER CHANNEL TO HOST
# 10 X 3/4" TEK SCREW AND ALUMINUM
E
David W. Smith P.E.
BEAM WITH 114"0 X 2-1/2" LAG SCREW AT 24" D.C.,
3/4"0 NEOPRENE WASHER PAN ROOF
2 ROWS STAGGERED. STRIP SEALANT
[RISER
4 PER PAN AT ALL BEAMS
FLORIDA LICENSE NUMBER: 53608
BETWEEN FASCIA AND HEADER CHANNEL
AND 8" D.C. AT RAKE
Thomas L. Hanson P.E.
FASTEN RECEIVING CHANNEL TO HOST BEAM WITH
1/4'0 X 2" LAG SCREW, 1 SCREW PER 2 INCHES OF
FLORIDA LICENSE NUMBER: 38654
BEAM HEIGHT. FASTEN BEAM TO RECEIVING
CHANNEL W/ #10 X 3/4" TEK SCREW, 1 SCREW PER
2X SMB PER PLAN
Ian J. Foster P.E.
INCH OF BEAM HEIGHT STAGGERED, BOTH SIDES
FLORIDA LICENSE NUMBER: 93654
RISER PAN ROOF AND BEAM CONNECTION TO MFG HOST BEAM
(N) 3/8" THRU BOLTS, WASHERS,
AND NUTS, CORROSION RESISTANT,
Joel Falardeau P.E.
TYPICAL (SEE CHART)
FLORIDA LICENSE NUMBER: 70667
ALUMINUM POST COLUMN PER PLAN
FASTEN RECEIVING CHANNEL
Erik Stuart P.E.
TO SMB W/ #10 X 3/4" TEK SCREW
ALUMINUM PAN ROOF, POST AND BEAM CONNECTION
FLORIDA LICENSE NUMBER: 77605
FASTEN SMB TO RECEIVING
(1 SCREW PER INCH OF BEAM HEIGHT)
CHANNEL W/ #10 X 3/4" TEK SCREW
STAGGERED, BOTH SIDES
FBC Plans & Engineering
(I PER INCH OF BEAM HEIGHT)
Ao
1-1/2" X 2-1/8"X 1-1/2'X 0.062"
Services, Inc.
STAGGERED, BOTH SIDES
INTERNAL OR EXTERNAL
RECEIVING CHANNEL
5344 9th St.
-7.
Zephyrhills, Fl. 33542
o
Phone: (813)838-0735
'� _V)
F2X
Email: erb9fbcpIans,cmn
SMB PER PLAN .
T t
Website: www.fbcplans.com
-
2 -D
2X SMB PER PLAN
2�
COA. - #29054
OE —Z)
0
0
DATE: 12/01/2022
.062 MIN, RECEIVING CHANNEL
0
0 F-
(2) 3/8"0 MACHINE BOLTS,
FASTENED TO POST W/ #10 X 3/4" TEK
SCREW PER INCH OF BEAM
FASTEN RECEIVING CHANNEL
0 <
NUTS AND WASHERS ALUMINUM 3X3 POST
DRAWN BY: DENNIS W. DUNN
(1
TO STRUCTURAL WALL MEMBER
3:3:
HEIGHT) STAGGERED
WITH 1/4"0 X 2" LAG SCREW
U_
EXTERNAL BASE INTERNAL BASE
REVISION: DATE:
BEAM TO POST CONNECTION
(1 SCREW PER 2 INCHES OF
J---JV—L
OPTION 2 OPTION I
BEAM HEIGHT)
11 GA. EXTERNAL ALUMINUM BASE 11 GA, INTERNAL ALUMINUM
BASE
RO 1 22 1215 228
BEAM TO WOOD WALL CONNECTION
PREDRILL VERTICAL FLANGES PREDRILL VERTICAL FLANGES
RO 2
(2) 3/8"0 CONCRETE ANCHORS PER (4) 1/4"0 CONCRETE ANCHORS
RO 3
EXTERNAL FLANGE WITH 2'O,C. SPACING, W1 3' EMBEDMENT, 3" MIN, EDGE
2-3/4" MIN. EMBEDMENT AND 3" MIN. DISTANCE AND 2' MIN. SPACING
RO 4
FASTEN RECEIVING CHANNEL
CONCRETE EDGE DISTANCE
TO CARRIER BEAM W/ #10 X 3/4"
JOB# 22 1118 346
TEK SCREW (I SCREW / INCH
CONCRETE
JOB NAME &ADDRESS:
OF BEAM HEIGHT) STAGGERED
COLON
1-1/2" X 2-1/8" X 1-1/2" X 0,062"
GRAND HORIZON: LOT 95
RECEIVING CHANNEL
3X3 ALUMINUM POST CONNECTION
37624 LANDIS AVE.
CARR R P�Afv
TO CONCRETE SASE
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
NOTE:
B & H CONSTRUCTION
FASTEN RECEIVING CHANNEL TO
CONNECTIONS SHALL BE OF SUFFICIENT
MID -SPAN BEAM W1 #10 X 3/4" TEK SCREW
LENGTH FOR REQUIRED EMBEDMENT INTO
(1 SCREW / INCH OF BEAM HEIGHT)
CONCRETE WHEN A PAVER DECK IS PRESENT
ALUMINUM CARPORT
STAGGERED BOTH SIDES
DETAILS
BEAM TO BEAM CONNECTION
S-5
PRODUCTAPPROVALCODE CHART
STRUCTURAL COMPONENTS
SIMPSON SP1/SP2 FL10456
SIMPSON H3 FL10456
SIMPSON H2.5T FL10446
SIMPSON HTT4/HTT5 FL1 1496
SIMPSON SSP/DSP/SPH FL10456
SIMPSON
ALL CONNECTORS AND FASTENERS IN CONTACT
WITH TREATED WOOD SHALL BE ZINC COATED
GALVANIZED STEEL OR SIMPSON'ZMAX'
FASTEN RECEIVING CHANNEL
TO SMB W1 #10 X 3/4" TEK SCREW
(1 SCREW PER INCH OF BEAM HEIGHT)
STAGGERED, BOTH SIDES
FASTEN RECEIVING CHANNELTO STRUCTURAL
WALL MEMBER WITH 1/4"0 X 211 LAG SCREW
(1 SCREW PER 2 INCHES OF BEAM HEIGHT)
HEADERS AT SIZE SPAN JACK ALL WOOD STUDS
LOAD BEARING WALL STUDS
(2) 2"x4" 4'4" 1 AND BLOCKING FOR
SUPPORTING (2) 2"x6" 6'4' 1
ALUMINUM RISER (2) 2"x8" 8'-0" 2 WALLS SHALL BE 2X4
PAN ROOF (2) 2"x10" 9'-6" 2
1(2) 2"x12" 111'-6" 2
HEADERS WITH 1/2" PLYWOOD SPACER, GLUED AND NAILED
W/ 16d NAILS AT 24" O.C. (2 ROWS STAGGERED). FOR HEADERS
OF DOORS OR WINDOWS DIRECTLY UNDER GABLE SEE PLANS
SIMPSON H2.5T OR EQUIV.
FASTENED PER MFGR'S SPECS.
SIMPSON (2) H2.5T OR EQUIV.
_\ FASTENED PER MFGR'S SPECS.
2X CRIPPLE STUD
A 16" O.C.
(N) 2X JACK STUD
PER TABLE
SIMPSON LSTA OR MSTA
STRAP OR EQUIV.
FASTENED APPROX. 4"
ABOVE AND BELOW
HEADER PER MFGR'S
SPECIFICATIONS
2X SILL PLATE
ATTACH JACK STUD
TO KING STUD
W/ 16d NAILS AT 24" O.C.
2X CRIPPLE STUD
A 16" O.C.
(N) 2X HEADER WITH
1/2" PLYWOOD SPACER
PER TABLE
0
2XSMB PER PLAN
_j z
<_j
C9
Z
FOR MID -SPAN BEAM 0
0 U_ CO
IF REQUIRED s R
1-1/2" X 2-1/8" X 1-1/2" X 0.062"
INTERNAL OR EXTERNAL
RECEIVING CHANNEL
# 10 X 3/4" TEK SCREW
W/ 3/4"0 NEOPRENE
WASHER, 4 PER PAN
:0 1 2X SMB PER PLAN
0
ummitur-a 11
mmww.. e,
rawalawmaRt� �07 , �11 - , cI
SIMPSON H2.5T, H3 OR EQUIV.
FASTENED PER MFGR'S SPECS.
DBIL 2X (N) 2X HEADER WITH SIMPSON SP2 OR H2.5T
TOP PLATE 1/2" PLYWOOD SPACER OR EQUIV. FASTENED
A I I PER TABLE [PER MFGR'S SPECS.
HOST
BEAM
6" MIN' RECOMMEND ALUMINUM FLASHING
INSTALLED BELOW DRIP EDGE TO
ROOHOST BEAM, CAULK ALL SEAMS.
F
- - — — — — — — — — ALUMINUM FLASHING ATTACHED
I x W1 #8 X 3/4" TEK SCREW AND 1 "0
I NEOPRENE WASHER AT EACH RIB
Z
ALUMINUM RISER PAN ROOF
FASTEN ALUMINUM RISER PAN ROOF
TO TOP PLATE WITH #12 TEK SCREW
WITH 3/4"0 NEOPRENE WASHER, 4 PER
PAN AT ENDS AND 8" O.C. AT RAKE WITH
1-1/2" EMBEDMENT MIN.
DBL 2X TOP PLATE (ONLY NON -TREATED
WOOD IN CONTACT W/ ALUMINUM ROOF OR
PROVIDE IMPERVIOUS MOISTURE BARRIER)
(N) 2X HEADER WITH 1/2' PLYWOOD
SPACER OVER WINDOWS AND DOORS.
SEE HEADER TABLE
INSTALL WINDOWS PER MFGR'S
INSTALLATION INSTRUCTIONS
1/2" P.T. PLYWOOD, MIN. 2' HIGH
(NON-P.T. OR OSB ALLOWED ABOVE 2')
SHEATHING SHALL OVERLAP BOTTOM
AND TOP PLATES
VINYL SIDING OF CHOICE APPLIED
PER MFGR'S SPECIFICATIONS
2X P.T. WOOD STUDS AT 16" O.C.
2X P.T. BASE PLATE
1/2"0 WEDGE ANCHOR WITH STANDARD
WASHER, 12" FROM CORNERS, 6' FROM
OPENINGS AND 24" O.C. WITH 4" MIN.
EMBEDMENT AND 1-3/4" MIN. EDGE
DISTANCE TYPICAL
ATTACH PANS TO 0,060" MIN. HEADER
2 CHANNEL W/ (4) # 10 X 3/4" TEK SCREW
LL
0 PER PAN AT BACK OF PAN
FASTEN 0.060" MIN. HEADER CHANNEL TO HOST
BEAM WITH 1/4"0 X 2-1/2" LAG SCREW AT 24" O.C.,
2 ROWS STAGGERED. STRIP SEALANT
BETWEEN FASCIA AND HEADER CHANNEL
ALUMINUM RISER PAN ROOF
CONNECTION TO MFG. HOST BEAM
NOTE:
VINYL SIDING MUST BE INSTALLED OVER
A MINMUM 7/16" WOOD STRUCTURAL
PANEL SHEATHING (PLYWOOD OR OSB)
2X BLOCKING FOR PANEL SPLICE WHERE
WALL HEIGHT EXCEEDS PANEL LENGTH
WALL PANELS (PLYWOOD) NAILING NOTE:
NAIL 8d NAILS 6" O.C. AT EDGES AND 12" O.C. IN
FIELD. ROWS OF NAILS SHALL BE 1/2" MIN. FROM
PANEL EDGES, PLYWOOD SHEATHING SHALL
OVERLAP BOTH TOP AND BOTTOM PLATES. ALL
FASTENERS NAILED PER MANUFACTURERS
SPECIFICATIONS.
WHEN SHEATHING PANELS ARE CONTINUOUS FROM
TOP TO BOTTOM PLATE (8'OR LESS) SIMPSON STUD
PLATE TIES ARE REQUIRED ONILT AT THE CORNERS
AND EACH SIDE OF OPENINGS AND SHEATHING IS
NAILED PER PANEL NAILING NOTE.
WHEN SHEATHING PANELS ARE NOT CONTINUOUS,
SIMPSON STUD PLATE TIES ARE REQUIRED AT
ALL STUDS.
SP1, H2.5T OR H3
2X WALL STUD-' 6"X6" #10 WWM (OR FIBERMESH) 4" 2500 PSI CONCRETE SLAB WITH
AT 16" O.C. PER R318.7 GRADE
f
OVER 6 MIL. POLY VAPOR BARRIER
CONCRETE BELOW W/ EDGES LAPPED 6" AND SEAMS
TAPED, OVER CLEAN, COMPACTED,
GRADE PER R403.1
------- 44 TERMITE TREATED SOIL.
Oy P.T, MACC:
INSTALL WINDOWS AND DOORS
IN OPENINGS PER MANUFACTURERS
INSTALLATION INSTRUCTIONS
12" FROM CORNERS, 6" FROM OPENINGS OR EQUIV. FASTENED
NO 24" O.C. WITH 4" MIN. EMBEDMENT PER MFGR'S SPECS,
AND 1-3/4" MIN. EDGE DISTANCE TYPICAL
FRAMING FOR OPENINGS WITH HEADERS
ADQOM IZD1 H2.5T, W3
OR EQUIV, FASTENED (2)#5REBARCONTINUOUS,
_/
PER MFGR'S SPECS. 25" MIN. OVERLAP ALL JOINTS,
ON 3" HIGH CHAIRS
FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 AND B1809.4
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIQFNJIqEND EXISTING
BUILDINqNkX" I//
LA.
C:;
p. ........
PROFES INEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
Thomas L. Hanson P.E.
Ian J. Foster P.E.
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9tb St.
Zephyrhills, Fl. 33542
Phone: (613)838-0735
Email: erb@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
DATE: 12/01/2022
DRAWN BY: DENNIS W. DUNN
REVISION: DATE:
RO 1 22 1215 228
RO 2
RO 3
R04
JOB # 221118346
68114&1a 61,}�
COLON
GRAND HORIZON: LOT 95
37624 LANDIS AVE.
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
wo
TABLE SPANS ARE FOR #2 SYP
(SOUTHERN YELLOW PINE] 16 O.C.
GIRDER SPAN LENGTHS
DECK JOIST SPANS
DECK JOIST SPAN < OR = TO (FEET)
JOIST SPAN GIRDER SIZE
61 8' 10, 12'
PT 2X6 9' MAX
DBL PT 2X6
61-11, 5'-11" 5'-4" 4'-10"
PT 2X8 12' MAX _._,_....... _
_..._.,
DBL PT 2X8
8 9" T-7" 6-9" 6'-2"
PT 2X10 14' MAX
BL PT 2X10
10`-4"9'-0"8'-0"7'-4"
PT 2X12 16'-6" MAX
[DBL
PT 2X12
12'-2° 10'-7" 9'-5"
SPANS PER FBC 7TH EDITION
R507.5 AND R507.6
PRODUCT APPROVAL CODE CHART
STRUCTURAL COMPONENTS
ALL STRUCTURAL HARDWARE
COMPONENTS FASTENED PER
SIMPSON A35 FL10446
MANUFACTURER'S SPECIFICATIONS.
SIMPSON ABU44 FL10860
SIMPSON AC4R FL10860
NOTE:
SIMPSON H3 FL10456
ALL CONNECTORS AND FASTENERS
IN CONTACT W/ TREATED WOOD
SIMPSON ML26 FL10446
SHALL BE ZINC COATED GALVANIZED
SIMPSON LUS26 FL10531
STEEL OR SIMPSON 'ZMAX'.
SIMPSON SUR/SUL FL10531
SIMPSON AC4R POST CAP
EACH SIDE OF POST
I UNLESS OTHERWISE NOTED
I II
€
I I
€ DBL PERIMETER JOIST I
OR
DBL. FLUSH GIRDER 4X4 POST I
I IjI
€ DBLPERIMETER JOIST OR €
LBC--�USH GIRDER TO 4X4 POST_
P.T. 4X4 POST
FASTEN DBL. ANGLED PERIMETER JOIST
TO INSIDE OF 4X4 POST W/ (1) SIMPSON
AC4R POST CAP OR EQUIV.
NOTE: TYPICAL AT 4 POSTS
P.T. 2X6 (FLAT) (OPTION A AND B) 5y2" 2'
ARE ONLY REQUIRED WHERE A
HANDRAIL POST IS BEING ATTACHED
FASTEN DBL, PERIMETER JOIST TO
DBL. PERIMETER JOIST W/ SIMPSON
SUR/SUL SKEWED HANGER, OR A35
ADJUSTABLE ANGLE, OR EQUIV.
(OPTION A)
P.T. 2X6 (FLAT) TYPICAL EACH CORNER
IF REQUIRED, ATTACHED TO JOISTS
WITH 3" DECK SCREWS AS SHOWN
FASTEN COMPOSITE DECKING---_— —
W/ #10 X 2" SCREWS,
2 PER BOARD AT EVERY JOIST
(OPTION B) —
P.T. 2X6 (FLAT) TYPICAL EACH SIDE
IF REQUIRED, ATTACHED TO JOISTS
WITH 3" DECK SCREWS AS SHOWN
P.T. 2X4 COMBINATION POST—/ 4'-5,"
(3) 2X4 P.T. NAILED TOGETHER
W/ 8d GALV. NAILS APPROX.
4" O.C. AND 6 PER 2X6 JOISTS
TYPICAL 4 PLACES
DBL. P.T. 2X6 FLUSH GIRDER/JOIST
FASTEN W/ SIMPSON L50 ANGLE OR
EQUIV, ON EACH SIDE, AT EACH END
—17 4X4 POST — e
SIMPSON ABU44 OR EQU€V.
I W/ 1/2" WEDGE ANCHOR €
€ 3" IMBEDMENT (2000# UPLIFT) I
I PER MFGR'S. SPECS. I
€ 4X4 POST CONNECTION I
TO CONCRETE_ _
P.T. 2 X 4
COMBINATION POST
FASTEN TRPL. 2X4 POST
I
1 I
TO SLAB WITH 2" X 2" X 1/8"
I
i PERIMETER I I
ANGLE W/ (2) 1/4" TAPCONS,
I
2" EMBEDMENT. FASTEN ANGLE
SIMPSON TP37 TIE PLATE
TO POST W/ (2) #10 X 2" LAG SCREWS.
AT OUTSIDE CORNERS 2XgOIST
AND SIMPSON ML26 ANGLE COMBINATION I I
CONCRETE
I
I AT INSIDE CORNERS POST
I i
I
2X4 COMBINATION POST
2X4 COMBINATION POST
_ — TO PERIMETER JOIST ^ !
_
_ TO CONCRETE
DBL. P.T, 2X6
PERIMETER JOIST
TYPICAL
2' 5Y2„
is
FASTEN FLOOR JOIST TO
ANGLED PERIMETER JOIST
W1 SIMPSON SUR/SUL SKEWED
HANGER, OR A35 ADJUSTABLE
ANGLE, OR EQUIV. AT EACH END
P.T. 2X6 FLOOR JOIST AT 16" O.C. MAX.
FASTEN W/ SIMPSON LUS26 JOIST
HANGER OR EQUIV. AT EACH END
TYPICAL
P.T. 2X6 PERIMETER JOIST
TYPICAL
4'-5Y2
8'-11" FASTEN 2X4 COMBINATION POST TO
PERIMETER JOIST W/ SIMPSON TP37 TIE
PLATE TYPICAL AT OUTSIDE CORNERS AND
P.T. 4X4 POST SIMPSON ML26 ANGLE AT INSIDE CORNERS
FASTENED TO DBL GIRDER/JOIST
W/ (2) SIMPSON AC4R POST CAP OR EQUIV.
TYPICAL AT 2 POSTS
WOOD LANDING
FLOOR JOIST GIRDER LAYOUT
[ s
— — I€ II IIII *--L510—A—NGLE
SO
SIMPSON SURISUL
SKEWED HANGER OR
ADJUSTABLE ANGLE SGL. / DBL
ANGLED PERIMETER JOIST
DBL PERIMETER JOIST DBL.
FLUSH GIRDER
FLOOR JOIST ANGLE SHOWN} #IItItj
I
FLOOR JOIST DBL. GIRDER TO JOIST
TO ANGLED DBL. PERIMETER JOIST
SI'v" SUR/SUL
SKEWED HANGER OR
SIMPSON LUS26 A35 ADJUSTABLE ANGLE
JOIST HANGER 7 I I
€ I I DBL. €
I DBL FLUSH GIRDER I I d PERIMETER JOIST
OR
l SGL. PERIMETER JOIST
1) I DBL. (A35 ANGLE SHOWN)
FLOOR JOIST i I PERIMETER JOIST €
€ FLOOR JOIST i DBL. PERIMETER JOIST
TO DBL. GIRDER/PERIMETER JOIST TO DBL. PERIMETER JOIST
I HERESY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WIT 7-16 AND FBC 7TH
EDITION RESJUN j � VW1 '111G
BUILDIM\11 , /f�
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster I.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, FI.33542
Phone:(813)838-0735
Email: erb@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
I DATE: 12/01/2022 1
I DRAWN BY: DENNIS W. DUNN I
REVISION: DATE:
RO 2
RO 2
RO 3
RO 4
JOB # 22_1118_346
IOB NAME & ADDRESS:
COLON
GRAND HORIZON: LOT 95
37624 LANDIS AVE.
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
B & H CONSTRUCTION
WOOD LANDING
DETAILS
M
NEWEL POST
FASTEN TO CONCRETE
SEE'POST BASE
CONNECTION DETAIL'
—HANDRAIL ATTACHED AT EACH PICKET
W1(2) #10 X 3/4° CORROSION RESISTANT SCREWS
PICKET SIZE AND SPACING SHALL NOT ALLOW
PASSAGE OF A SPHERE 4" IN DIAMETER
PER FBC R312
6' O.C. MAX
TYPICAL
TOP AND BOTTOM RAIL
ATTACHED TO NEWEL POSTS
OR STRUCTURAL POST PER PLAN
W/ 1-1/2" X 1-1/2" X 3/16" ANGLE
W/ (2) #10 X 3/4" TEK EACH FLANGE.
ATTACHMENT TO BE AT UNDERSIDE
OF RAILING
TRIANGULAR OPENING SUCH THAT A
6" DIA. SPHERE WILL NOT PASS
PER FBC R312 EXCEPTION
NEWEL POST
TYPICAL
EACH PICKET ATTACHED TO BOTTOM
RAIL W/ (2) #10 X 3/4"
CORROSION RESISTANT SCREWS
EACH PICKET ATTACHED TO TOP AND PICKET SIZE AND SPACING SHALL NOT
BOTTOM RAIL W/ (2) #10X3/4" CORROSION RESISTANT SCREW ALLOW PASSAGE OF A SPHERE 4" 1N
6' O.C. DIAMETER PER FBC R312
NEWEL POST OR MAX.
STRUCTURAL POST
TYPICAL
ituffiflusaws
°— TOP AND BOTTOM RAIL ATTACHED
NEWEL POST TO NEWEL POST OR STRUCTURAL
FASTEN TO DECK POST PER PLAN WITH 1-1/2" X 1-1/2" X 3/16"
SEE "POST BASE TO ANGLE W/(2) #10X3/4" TEK SCREW EACH FLANGE.
WOOD DECK" DETAIL ATTACHMENT TO BE MADE AT UNDERSIDE OF RAILING
RAILING ON WOOD DECK
4"X4"X16"P
SPLIT BRICKS, MC
NOTE: ALL BRICK DIMENSIONS ARE NOMINAL.
MAXIMUM RISER HEIGHT: 7-3/4"
TREAD DEPTH: 10" MIN.
RISER HEIGHT = 7-3/4" MAX.
HEIGHT DIFFERENCE BETWEEN RISERS SHALL
NOT EXCEED 3/8".
TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING)
A NOSING NOT LESS THAN 3/4" AND NOT MORE THAN 1-1/4"
SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS,
NOSING NOT REQUIRED WHERE TREAD DEPTH IS A MIN. OF 11 INCHES.
2-1/4" X 48" X 48" PRE -CAST
LANDING W/ REBAR
2-1/4" PRE -CAST
TREADS W/REBAR
TYPICAL STEPS WITH
PRECAST TREADS ARID LANDING
NOTE: ALUMINUM STRUCTURAL RAILINGS OR OTHER COMMERCIAL
MANUFACTURED RAILING THAT MEET FLORIDA BUILDING CODE
REQUIREMENTS AND HAVE FLORIDA PRODUCT APPROVAL NUMBER
MAY BE SUBSTITUTED IN LIEU OF TYPICAL CONTRUCTION SHOWN.
STAIRS AND RAILINGS SHALL BE CONSTRUCTED IN COMPLIANCE
WITH FBC 7TH EDITION SECTIONS R311 AND R312.
TYPE 1 STANDARD ALUMINUM MAXI -RAIL DESIGNED
TO WITHSTAND 200LBS OF LATERAL LOAD
2 X 2 ATTACH WITH (4) 3/16"0
ALUMINUM NEWEL POST MASONRY SCREW
NEWEL POST SECURED ANCHOR WITH 2" MIN.
TO BASE BY CONTINUOUS EMBEDMENT AND 1-1/2"
3/32 MIS WELD AT BOTTOM MIN. EDGE DISTANCE
POST BASE TO CONCRETE
:ONCRETE SLAB
ATTACH TO WOOD PLANKING W/ (4)
3/8'"0 X 2-1/2" LAG SCREWS AND
2" X 2"
ATTACH TO COMPOSITE PLANKING
ALUMINUM NEWEL POST
W( (4} #10 X 2-1/2" SCREWS INTO
NEWEL POST SECURED
JOIST OR BLOCKING
TO BASE BY CONTINUOUS
DECK PLANKING
3/32 MIS WELD AT BOTTOM
WOOD OR COMPOSITE
POST BASE TO WOOD DECK
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION fkI{ iiLW[WYAnp7XISTiNG
BuiI.n R �F, F
F
Oa f a L,_j =
E.
�11til##F331F11t1`
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, FI. 33542
Phone:(813)838-0735
Email: erb@fbcplans.com
Website: www.fbcplans.com
C,O.A. - #29054
I DATE: 12/01/2022 1
R
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
JOB # 22_1118_346
JOB NAME & ADDRESS:
COLON
GRAND HORIZON: LOT 95
37624 LANDIS AVE.
ZEPHYRHILLS, FL. 33541
CONTRACTOR:
ABBREVIATIONS
ELECTRICAL NOTES
JURISDICTION
NOTES
A AMPERE AC ALTERNATING CURRENT BLDG
1, THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED
BUILDING CONC CONCRETE DC DIRECT CURRENT
POWER —CONDITIONING INVERTER,
_..
EGC EQUIPMENT GROUNDING CONDUCTOR (E)
2. THIS SYSTEM HAS NO BATTERIES, NO UPS.
EXISTING EMT ELECTRICAL METALLIC TUBING FSB
3. A NATIONALLY —RECOGNIZED TESTING LABORATORY
FIRE SET —BACK GALV GALVANIZED GEC GROUNDING
SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH
ELECTRODE CONDUCTOR GND GROUND HDG HOT
ART, 110,3.
DIPPED GALVANIZED I CURRENT Imp CURRENT AT
4, WHERE ALL TERMINALS OF THE DISCONNECTING
MAX POWER Isc SHORT CIRCUIT CURRENT kVA
MEANS MAY BE ENERGIZED IN THE OPEN POSITION,
KILOVOLT AMPERE kW KILOWATT LBW LOAD
A SIGN WILL BE PROVIDED WARNING OF THE
BEARING WALL MIN MINIMUM (N) NEW NEUT
HAZARDS PER ART. 690.17.
NEUTRAL NTS NOT TO SCALE OC ON CENTER PL
5. EACH UNGROUNDED CONDUCTOR OF THE
PROPERTY LINE POI POINT OF INTERCONNECTION
MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY
PV PHOTOVOLTAIC SCH SCHEDULE S STAINLESS
PHASE AND SYSTEM PER ART. 210.5.
STEEL STC STANDARD TESTING CONDITIONS TYP
6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY
TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V
WITH ART. 250.97, 250.92(B).
VOLT Vp VOLTAGE AT MAX POWER Voc VOLTAGE
7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING
AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT
OR ARE RUN IN METALLIC RACEWAYS OR
ENCLOSURES TO THE FIRST ACCESSIBLE DC
DISCONNECTING MEANS PER ART. 690.31(E).
8, ALL WIRES SHALL BE PROVIDED WITH STRAIN
RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY
UL LISTING,
9. MODULE FRAMES SHALL BE GROUNDED AT THE
UL—LISTED LOCATION PROVIDED BY THE
MANUFACTURER USING UL LISTED GROUNDING
HARDWARE.
10, MODULE FRAMES, RAIL, AND POSTS SHALL BE
BONDED WITH EQUIPMENT GROUND CONDUCTORS.
VICINITY MAP
INDEX
Sheet 1 COVER SHEET
Sheet 2 SITE PLAN
Sheet 3 STRUCTURAL VIEWS
Sheet 4 UPLIFT CALCULATIONS
LICENSE
GENERAL NOTES
Sheet 5 THREE LINE DIAGRAM
v-
Cutsheets Attached
1. ALL WORK SHALL COMPLY WITH THE 2020
3
f
FLORIDA BUILDING CODE (7TH EDITION), FLORIDA FIRE
PREVENTION CODE (7TH EDITION).
2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE
2017 NATIONAL ELECTRIC CODE.
y
MODULE GROUNDING METHOD: ZEP SOLAR
ZePhyrhills City
,
REV BY GATE COMMENTS
E y
REV A I CAL 12/13/22 BOS RELOCATED
UTILITY: Duke Energy (FL)
j L?— 3 3 51 6 9 0 00 J tXISTO�iEft:
CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER:
DESCRIPTION:
DESIGN:
l
CONTAINED SHALL NOT BE USED FOR THE
BENEFIT OF ANYONE EXCEPT TESLA INC., NOR MOUNTING SYSTEM:
LIkh1t
Jain
11,6 KW PV ARRAY
Carlos Ang Lora
MEW
SHALL IT BE DISCLOSED IN MOLE OR IN ZS Comp V4 w Flashing —Insert 7847
Sail Clever Ln
7.6 K (AC NAMEPLATE) PV ARRAY
PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES:
Z e P �
rh I I S FL 40
ORGANIZATION, EXCEPT IN CONNECTION NTH
THE SALE AND USE OF THE RESPECTIVE (29) TeSlo # T400H
,
TESLA EQUIPMENT, WTHOUT THE #BITTEN INVERTER:a /� �
PERMISSION OF TESLA INC. 18482340078
7.6 kW Tesla Inc 1538000—QO—F 240V
PAGE NAME:
OVER SHEET
SHEET; DATE:
1 A 12 13 2022
% i
m
— — —D — ,
l
` iIfIv co
0 ---- -
0 o ! 3'
CO
(E) DRIVEWAY
- - IL
S
�mpi
\ \
— — — — — — — --
m
CONFIDENTIAL - THE INFORMATION HEREIN
JOB NUMBER: J g_ 3 3 516 9 0 00
CONTAINED SHALL NOT BE USED FOR THE
®®_
BENEFIT OF ANYONE EXCEPT TESTA INC., NOR
MOUNTING SYSTEM:
MALL IT BE DISCLOSED IN MOLE OR IN
ZS Camp V4 w Flashing insert
PART TO OTHERS OUTSIDE THE RECIPIENTS
ORGANIZATION, EXCEPT IN CONNECTION WTH
THE SALE AND USE OF THE RESPECTIVE
MODULES:
(29) Tesic # T400H
TESTA EQUIPMENT, 'WITHOUT THE WITTEN
INVERTER:
PERMISSION OF TESTA INC.
7.6 kW Tesla Inc 1538000-00—F (24,
Likhit Jain
7847 Sail Clover Ln
Zephyrhills, FL 33540
Q)
0
00
r-
Front Of House
PITCH: 23' (5:12) ARRAY PITCH-231 (5:12
MPl AZIMUTH:180 ARRAY AZIMUTH:180
MATERIAL: Camp Shingle STORY: 2 Stories
PITCH: 23' (5:12) ARRAY PITCH:231 (5:12
MP2 AZIMUTH:270 ARRAY AZIMUTH:270
MATERIAL: Comp Shingle STORY: 2 Stories
PITCH: 23" (5:12) ARRAY PITCH: 231 (5:12
MP3 AZIMUTH:0 ARRAY AZIMUTH:0
MATERIAL: Comp Shingle STORY: 2 Stories
PITCH: 230 (5:12) ARRAY PITCH:231 (5:12
MP4 AZIMUTH: 90 ARRAY AZIMUTH: 90
MATERIAL: Comp Shingle STORY: 2 Stories
(E) UTILITY METER & WARNING' LABEL
Icy INVERTER W/ INTEGRATED DC DISCO
WARNING LA
BELS
Dc
DC DISCONNECT & WARNING LABELS
m AC
AC DISCONNECT & WARNING LABELS
10
DC JUNCTION/COMBINER BOX & LABELS
DISTRIBUTION PANEL & LABELS
-
LOAD CENTER & WARNING LABELS
DEDICATED PV SYSTEM METER
RSD
RAPID SHUTDOWN
0
STANDOFF LOCATIONS
CONDUIT RUN ON EXTERIOR
CONDUIT RUN ON INTERIOR
—
GATE/FENCE
HEAT PRODUCING VENTS ARE RED
it
INTERIOR EQUIPMENT IS DASHED
L=J
SITE PLANN
TOTAL ARRAY AREA (SF): 629 scale: lJ8" = 1'
TOTAL ROOF AREA (SF):1917 w E
TOTAL ARRAY AREA IS �8 32.8 0 1' 8' 16`
1 +
PERCENT OF TOTAL ROOF AREA s
ESCRIPIION: DE! GN:
11.6 KW PV ARRAY Carlos Ang Lora Vow
7.6 KW (AC NAMEPLATE) PV ARRAY
SHEET: RED DATE:
2 A 12/13/2022
(N) PV MODULE
PV VVIUUUL
5/16"x1.5" BOLT W11
5/16" FLAT WASHE
ZEP LEVELING FOO'
ZEP ARRAY SKIR-
ZEP MOUNTING BLOCi
ZEP FLASHING INSER
(E) COMP, SHINGLI
(E) ROOF DECKIN(
5/16" DIA STAINLESS
STEEL LAG SCREW
C- DAC-TC-1
k ) N
CONFIDENTIAL - THE INFORMATION HEREIN
CONTAINED SHALL NOT BE USED FOR THE
BENEFIT OF ANYONE EXCEPT TESLA INC., NOR
SHALL IT BE DISCLOSED IN MOLE OR IN
PART TO OTHERS OUTSIDE THE RECIPIENT'S
ORGANIZATION, EXCEPT IN CONNECTION WTH
THE SALE AND USE OF THE RESPECTIVE
TESLA EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF TESLA INC,
a
(E) MOUNTING PLANE (IMP)
Im
SUBSEQUENT MODULES
NI
STANDOFF
JW NUMBUI: JE3-3351690 00
MOUNTING SYSTEW
ZS Como V4 w Flashing —Insert
INVERTER:
7.6 kW Teslo Inc 1538000-00—F
THIS STRUCTURE ALL RECEIIIJ�E THIS STRUCTURE WTLL RECEIVE
LL
"U" W
DE'7LALBLOCKIUN'G UPGRADE- ADE,
_nP4
MP2 ROOF AZI _j ROOF AZI 90 PITCH 23
ffRAFTER2x4 @ 24" OC 270 PITCH 23 RAFTER 2x4 @ 24" OC STORIES: 2
ARRAY AZ 270 PITCH 23 STORIES: 2 ARRAY AZI 90 PITCH 23
.g C.J. 2x4 @24" OC Comp Shingle
C.J. 2x4 �@124` OC Comp Shingle
F7NSTALLATION ORDER
LOCATE RAFTER, MARK HOLE
LOCATION, AND DRILL PILOT
HOLE.
CATTACH
FLASHING INSERT TO
MOUNTING BLOCK AND ATTACH
TO RAFTER USING LAG SCREW.
INJECT SEALANT INTO FLASHING
(3) INSERT PORT, WHICH SPREADS
SEALANT EVENLY OVER THE
ROOF PENETRATION.
CINSTALL LEVELING FOOT ON TOP
(4) OF MOUNTING BLOCK &
SECURELY FASTEN WITH BOLT.
Likhit Join
7847 Sail Clover Ln
Zephyrhills, FL 33540
ffimpm��
(N) STANDOFF SHALL LAG DIRECTLY
INTO (N) BLOCKING
(N) 2x6 DF#2 OR SPF#2 BLOCKING.
(E) JACK TRUSS OR RAFTER
(BLOCKING NOT REQUIRED DOWN HERE)
(N) SIMPSON A34 CLIPS (2 PER BLOCK)
W/ (8) 8d (0,131") X 1-1/2- NAILS PER CLIP
(E) SHORTEST BOX TRUSS (BLOCKING FROM
HERE UP TO RIDGE AS NEEDED)
11.6 KW PV ARRAY
7,15 KW (AC NAMEPLATE) PV ARRAY
PAGE NME:
STRUCTURAL VIEWS
INSTALLATION NOTES:
t CUT (N) BLOCKING TO FIT TIGHT
BETWEEN (E) TRUSSES AND KEEP FLUSH
TO ROOF SHEATHING. ENSURE THERE ARE
NO GAPS BETWEEN MEMBERS.
2, INSTALL (N) BLOCKING WITH TWO A34
CLIPS, ONE AT EACH END OF BLOCKING,
3. NAIL A34 CLIPS TO EXISTING RAFTERS
WITH (8) 8D (OA31") X 1.5" NAILS, FILLING
ALL HOLES. ENSURE ALL NAILS ARE
LOCATED AWAY FROM EDGE OF MEMBERS
TO AVOID SPLITTING WOOD,
* INSTALL BLOCKING ONLY BELOW
STANDOFF LOCATIONS.
Carlos Ang Lora
SHEET: REV: DATE:
3 A 12/13/2022
Immew
T Essw 5 L irm"i
ip) )nnt, mAw qFPxAtF- pAmri
Voc* = MAX VOC AT MIN TEMP
(1 )Ground Roo
5/8' x 8. Copper
CONFIDENTIAL - THE INFORMATION HEREIN
CONTAINED SHALL NOT BE USED FOR THE
BENEFIT OF ANYONE EXCEPT TESLA INC., NOR
SHALL IT BE DISCLOSED IN WHOLE OR IN
PART TO OTHERS OUTSIDE THE RECIPIENTS
ORGANIZATION, EXCEPT IN CONNECTION WTH
THE SALE AND USE OF THE RESPECTIVE
TESLA EQUIPMENT, WTHOUT THE WRITTEN
PERMISSION OF TESLA INC.
Panel Number: NoMatch
Meter Number: 8278744
Underground Service Entrance
v i: uu ungrounaea IINV 11- (1) 7.6 kW Tesla Inc 1538000-00-F (24OV)
Em
R=
(1 )SQUARE D 4 HOM240 PV BACKFEED BREAKER
Breaker, A/2P, 2 Spaces
W
- k4�) luwv 31 '-�
PV Module, 40OW, 371,5 PTC, 40MM, Black Frame, MC4/MC4-EVO2, ZEP, 1OOOV
Voc: 45,3 Vpmax: 37,13
Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER
MP4: 1x4
MP2: 1x9
----------
MPI: 1x8
MP3: 1x8
----------
GIDPlease see MCI wiring detail page for more information
A (2)EE-000550-001 MC4 Y-Connector, Receptacle
_(2)EE-000550-000 MC4 Y-Connector, Plug
PV -(11)Tesla MCI, 650V, 12A
No
(-,
7
ff (I) AWG #8, THWN-2, Black
(1 )AWG #8, THWN-2, Red
(2)PV Mre, AM 10
(1) AWG #10, Solid Bare Copper EGC
Voc* = 391,75 VDC
Vmp = 297.04VDC
15C = 22,28 ADC
Imp= 21.54 ADC
(2)PV Wire, AM 10 Voc* = 195,88 VDC
(1)AM #10, THHN/THYN-2, Green EGG Vmp = 148.52 VDC
W3(1)Condult
Isc = 11A4 ADC
Imp= 10.77 ADC
(I)AM #10, THYM-2, Grew EGG
Vmp =240 VAC Imp= 32 AAC
( 1 ) Conduit Kit; 3/4' EMT
Kit; 3/4' EMT
1 )Conduit Kit; 3/4" EMT
F(2)PV Wire, AWG 10
(1) AM 110, Solid Bare Copper EGC
Voc* =
Vmp =334.17VDC
4-40,72 VDC
Isc = 11 A 4 ADC
Imp= 10.77 ADC
PF(2)PV Wire, AM 10 Voc* = 440.72VDC
(1 )AM #10, THHN/THM4-2, Green EGG Vmp =334.17VDC
Isc = 1114 ADC
Imp= 10,77 ADC
(I )Conduit Kit; 3/4" EMT
(1)Conduit Kit; 3/4' EMT
JOB NUMBER: JE3-3351690 00
MWNTING SYSTEM:
ZS Comp V4 w Flashing -Insert
MODULES.
(29) Teslo # T400H
INVERTER:
T6 kW Tesla Inc 1538000-00-F (240V)
Likhit Jain
7847 Sail Clover Ln
Zephyrhills, FL 33540
(2)PV Wire, AWG 10 Voc* = 195,88 VDC Isc = 11.14 ADC (4)PV Wire, AM 10 Voc* = 391,75 VDC Isc = 11A 4 ADC
1) §F (1)AM #10, Solid Bare Copper EGO Vmp =148,52VDC Imp= 10.77 ADC (1 )AM #10, THHN/THWN-2, Green EGC Vmp = 297.04VDC Imp= 10.77 ADC
(1) Conduit Kit; 3/4' EMT 1 )Conduit Kit; 3/4' EMT
11,6 KW PV ARRAY
7.6 KW (AC NAMEPLATE) PV ARRAY
PAGE NAME;
THREE LINE DIAGRAM
DESIGN:
Carlos Ang Lora
SHEET: REV: DATE:
5 A 12/13/2022
(DC) (INV)
Per Code:
690.41,B
(DC) (CB)
Per Code:
- 1
Label Location
(AC) (POI)
Per Code:
NEC 690.13.B
(AC) (POI)
Per Code:
NEC 690,54
IMMIRMFUM
(AC)(POI)
Per Cod&
Label Location:
(POI)
Per Code:
NEC 705,12.B.2.3.b
(INV)
Per Code:
LOGaL
(D) (POI)
Per Code:
NEC 690.6413,
LaDel LOCal-fuf
(POI)
Per Code:
NEC 705.12
gum
(POI)
Per ••
Label Location:
SolarEdge and,Delta M-Series and,Telsa Inverter
Per Code:
690.56(C)(1)(a)
(AC): AC Disconnect
(C): Conduit
(CB): Combiner Box
(D): Distribution Panel
(DC): DC Disconnect
(IC): Interior Run Conduit
(INN): Inverter With Integrated DC Disconnect
(LC)- Load Center
(M): Utility Meter
(POI): Point of Interconnection
Tesla Solar Inverter
AG. o c CO
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k-�, E F "S, f ul R E S
0 V; F
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Tesla Solar Inverter Technical Specifications
Electrical Specifications:
Output (AC)
Electrical Specifications:
Input (DC)
Performance
Specifications
Output (AC)
Nominal Power
Maximum Apparent Power
Maximum Continuous Current
Breaker (Overcurrent Protection)
Nominal Power Factor
THD (at Nominal Power)
MPPT
Input Connectors per MPPT
Maximum Input Voltage
DC Input Voltage Range
DC MPPT Voltage Range
Maximum Current per MPPT (1,P)
Maximum Short Circuit Current per
MPPT (1,,)
1534000-xx-y
1538000-xx-y
3.8 kW
7,6 kW
3,800 W
7,600 W
3,328 VA at 208 V
6,656 VA at 208 V
3,840 VA at 240 V
7,680 VA at 240 V
16 A
32 A
20 A
40 A
1 - 0.9 (leading
/ lagging
<5%
2 4
1-2 1-2-1-2
600 VDC
60 - SSO VDC
60 - 480 VDC'
13 A'
17 A 2
MaXIMUM current.
Where the DC input current exceeds an MPPT rating, jumpers can be used to allow a single MPPT to
intake additional DC current up to 26 A 1,,,, /34 A 1,,-,
Peak Efficiency
Allowable DC/AC Ratio
Customer Interface
Internet Connectivity
Factory-Insta lied Revenue Grade Meter
AC Remote Metering Support
Protections
Supported Grid Types
98% at 208 V
98,4% at 208 V
98.1% at 240 V
98.6% at 240 V
97.5% at 208 V
97.5% at 208 V
97.5% at 240 V
98.0% at 240 V
1.7
Tesla Mobile App
Wi-Fi (2.4 GHz, 802,11 b/g/n),
Ethernet', Cellular (LTE/4G) I
Revenue Accurate (+/- 0,5%)
Wi-Fi (2.4 GHz, 802.11 b/g/n), RS-485
Integrated arc fault circuit
interrupter (AFCI), Rapid Shutdown
60 Hz, 240 V Split Phase
60 Hz, 208 V Wye
Applicable to Tests Solar Inverter with Site Controller (1538000-4S-y) only.
Cellular connectivity subject to network operator service coverage and signal strength.
Mechanical Specifications
Environmental Specifications
Compliance Information
Dimensions 660 mm x 411 mm x I58 mm (26 in x 16 in x 6 in)
660
mm
�-411 mm
1 mm
Weight 52 lb
Mounting Options Wall mount (bracket)
`' Door and bracket can be removed for a mounting weight of 37 to.
Operating Temperature
Operating Humidity (RH)
Storage Temperature
Maximum Elevation
Environment
Enclosure Rating
Ingress Rating
Pollution Rating
Operating Noise & 1 rn
-30'C to 45°C (-22 - F to 11 3'F)
Up to 100%, condensing
-30°C to 70°C (-22'F to 158°F)
3000 m (9843 ft)
Indoor and outdoor rated
Type 3R
IP55 (Wiring compartment)
PD2 for power electronics and terminal wiring
compartment, PD3 for all other components
< 40 db(A) nominal, < 50 db(A) maximum
For the 7.6 kW Testa Solar Inverter, performance may be de -rated in 6.2 kW at 240 V or
5.37 kW at 208 `when operating at temperatures greater than 45'C.
Grid Certifications UL 1741, UL 1741 SA, UL 1741 SB, IEEE 1547,
IEEE 1547,11
Safety Certifications UL 1741 PVPSS, UL 16998, UL 1998 (US), UL 3741
Emissions EN 61000-6-3 (Residential), FCC 47CFRI5.109 (a)
Solar Shutdown Device 1 Technical Specifications
Electrical Nominal Input DC Current Rating (1,,d
Specifications Maximum Input Short Circuit Current (15,)
Maximum System Voltage (PVHCS)
RSD Module Maximum Number of Devices per String
Performance Control
Passive State
Maximum Power Consumption
Warranty
Environmental
Ambient Temperature
Specifications
Storage Temperature
Enclosure Rating
Compliance Certifications
Information
RSD Initiation Method
Compatible Equipment
M
5
Power Line Excitation
Normally Open
7 W
25 years
-40°C to 50°C (-40°F to 122°F)
-30°C to 70°C (-22°F to 158°F)
NEMA 4X / IP65
UL 1741 PVRSE, UL 3741.
PVRSA (Photovoltaic Rapid Shutdown Array)
PV System AC Breaker or Switch
See Compatibility Table below
A
Mechanical Model Number MCI-1
�8
Specifications Electrical Connections MC4 Connector 250 mm 119
Housing Plastic
M4 Screw
Dimensions 125 mm x 150 mm x
22 mm 650 mm
150 mm CM8 Bolt
(5 in x 6 in x I in)
Weight 350 g (0.77 lb) Nail
Wood Screw
Mounting Options ZEP Home Run Clip ------ -------
M4 Screw (#10)
M8 Bolt (5/16")
Nail / Wood screw H I FRI
22 mm 125 rnm-�
UL 3741 PV Hazard Control (and PVRSA) Compatibility
Testa Solar Roof and Tesla/Zep ZS Arrays using the following modules are certified to UL 3741 and UL 1741 PVRSA when installed
with Testa Solar Inverter and Solar Shutdown Devices. See �esjo, St r u, 'dO
iez.'ar_Con-rol Systcni
i -L,,, for guidance on installing Testa Solar Inverter and Solar Shutdown Devices with other modules.
Brand Model Required Solar Shutdown Devices
Testa Solar Roof V3 I Solar Shutdown Device per 10 modules
Testa Testa TxxxS (where xxx = 405 to 450 W, increments of 5) 1 Solar Shutdown Device per 3 modules
Tesla Testa TxxxH (where xxx = 395 to 415 W, increments of 5) 1 Solar Shutdown Device per 3 modules
Hanwha aPEAK DUO BLK-GS or Q.PEAK DUO BLK-G6+ I Solar Shutdown Device per 3 modules
Exceptiom Testa solar modules installed in locations where the max Voc for three modules al low design temperatures exceeds 165 V shalj be
limited to two modules between Solar Shutdown Devices.
Module Specifications
Electrical Characteristics
r-1
Mechanical Loading
Mechanical Parameters
Operation Parameters
Linear Power Warranty
IV Curves
SPECTICAT�ONS Desigvierl Ws,
Engmeered NN spanS up 10 72 st cavUlves jp to 24'
ZS COMP "S a UL 1703 AFin Ralungvvhen WANd unng madules fronn ami
!nw whown ceMQd au Tpe V "'Ype 2
nnethod UL 2582 for D6,,.,e?,-,, Pain,
ZS Comp s4qwts 50 pet (24C)C PO� from and up lo 72 psf -,,,345�,.,, Pa; rew side design loac,
r,at;r,,g fo, Porlra�t mc-PdWe ventmen p, LK 270,-,,
ZS Comp tu-iptp,:-,r�s 50 psf Q40C Pa! Now ode md up ic 72 psf 2450 Pal mar Ode deng,-.
ioad ratir-,-c fic,)f Landscane nricjdOe one�-Oat�on,
Erngmeued hy vvE 7-15, 7M and 7
Zw-, ,v�e ri-,@-�ager-it-n-1, fistec tc., ji-, 1`5"75 for
ZS Comp gmwlmg yxodwts we bsed ic Ul 2703 and UL 467,
A Comp MnIng , .;,re
----------
The Tesla Retrofit PV assembly does not exceed 3.5psf. Installation of the Tesla Retrofit PV
assembly offsets load in areas of the roof designed to support a roof live load and provides a
lower -friction surface than the existing roof. The weight of the offset live load or difference in
accumulated roof snow load as a result of reduced surface friction (in regions where the roof
snow load is greater than the roof live load) will exceed the weight of the PV assembly.
Consequently, the net additional loading impact to existing gravity load resisting elements is
less than 5% for the framing of pitched roof structures with existing roofing material comprised
of comp shingle or tile. Note that this assessment does not apply to structures with existing
metal roof coverings in regions where roof snow load is greater than roof live load.
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED 8v
HENRY ZHU, PEON 09/00/2021
PRINTED COPIES DFTHIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST REVERIFIED
Henry Zhu, P.E.
Civil EnQineer, Tesl@
yonzhu@tes|a.00nn
~�~ �� �� N Fi Te�u,|nc