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813-780-0020 City Of Zephyrhills Permit Application Fax-813-I80-0021
Building Department
Date Received ... a Phone Contact for Permitting J
Owner's Name 'Z rf tag Owner Phone Number
Owner's Address'Je
=r Teal f `�- ° Owner Phone Number
Fee Simple Titlehame Owner Phone Numtaer
Fee Simple Titleholder Address
JOB ADDRESS mdrill p
LOT #
SUBDIVISION t' PARCEL ION
e i✓t �G
(OOTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CON5TR E] ADD/ALT SIGN DEMOLISH
INSTAL!. REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK iBl J vPid
BUILDINGS §t y� � 6 Y j f SO FOOTAGE HEIGHT ' P
BUILDING VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL PROGRESSENERGY W.R,E.C.
PLUMBING i
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION „y
GAS ROOFING � SPECIALTY OTHER } ,
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO>'v
BUILDER _ COMPANY I oI f t 66 -1 rC V—S
SIGNATURE REGISTERED YJN FEE CURREN Y J N
Address B License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED YIN �CURRFNY 1N
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED ;;;;�EE.Uft�R.NY( N
Address License
MECHANICALE::::= COMPANY
SIGNATURE REGISTERED YJN PEE CURREN Y1 �
Address License # E==:._.._._.. ,=
OTHER COMPANY
E===
f SIGNATURE REGISTERED R N
Adfilldress License # E j
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, Stotmwater Plans w/ Sift Fence installed,
Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisionsllarge 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. Alt 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 $2600, a Notice of Commencement is required, (A/C upgrades over $7600)
*'* Agont (far th. —tmtor) or Power of Attorney (for the owner) wouto De someone with notarized letter from owner authorizing same
OVER TPIE COUNTER PERMITTING (copy of contract required)
Remote if shingles Sewers Service Upgrades AJC Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways -needs ROW
813-780-0020 City of Zephyrhills Permit Application Fox-813-780.0021
Building Department
NOTICE OF DEED RESTRICTIONS. The undersigned understands that this permit may be subject to'deed" restrictions' which -may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions,
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-947- 8009,
Furthermore, 9 the owner has hired a contractor or contractors, he Is advised to have the contractor(s) sign portions of the 'contractor Block' of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an Indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION if; PACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, Wit be identified at the time of parmitting, It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a 'certificate of ocoupanty" ar beef power release. Ifthe project, does not Involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 71a, Florida Statutes, as amended}: If valuation of work is $2,500,00 or more, I certify that 1, the applicant,
have been provided with a copy of the 'Florida Construction Lien Law—Homeownse8 Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the 'owner', I certify that I have obtained a copy of the above described
document and promise in good faith ter deliver It to the "oerner, prior to commencement.
CONTRACTOR'SlOWNEWS AFFIDAVIT: I certify that all the infrinnation in this application Is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
lndicated. I certify that no work or installation has commenced prior to Issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies Include but are not limited to:
Department of Environmental Protecidion-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland Areas, Altering
Watercourses,
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone "V" unless expressly permitted,
- If the fill material is to be used in Flood Zone 'K, it is understood that a drainage plan addressing a
"compensating Volume" Will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone W in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall,
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If r am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, walls, pools, air conditioning, gas, or
other installations not specifically included in the application.. permit Issued shall be construed to be a license to proceed with the work and not as
authority to violate, caricet, after, or set aside any provisions of the technical codes, nor shall Issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or Violations of any codes. Every permit issued shalt become invalid unless the work
authorized by such permit is commenced within six months of permit Issuance, or K work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
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INSTR# 022175612 ORBK10668 P(33161 Page 1 of 1
08/09/2022 09:58 AM Ropt: 2489582 Rec: 10,00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & comptroller
Permit No. Parcel ID No d r 01 (0'-QCCC /""»ItF O
NOTICE OF GOMMENOEMEN
State of county ofL
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and In sTordance with Chapter 713, Florid Statutes,
the following information is provided In thin Notice of Commencementc,-° 0//0— .. ( WSD ca�t'M vv j�`i!t i
1. Description of Property: Parcel identification No, phi • . 1��s1 i'"
Street Address:
2. General Deacdpdon of Improvement f , 4t'f U t fit °C: r' 2
AP
3, Owner Information or Lasses Information If the Lessee contracted for the improvement:
'040
Address City State as � ?o 0
i ._
Interest In Property: jv,.».Ate.. � Mnr
Name of Fee Simple Titleholder: vy
Of different from Owner tlsted above) tri
e
Address{,� City State 2
4. Contractor. ci
- M C72
Name
Address city state 00
Con ractor's Telephone No.: Go
S. Su s �t 00 0 r�z v Surety:
Name � � -� U)
2 if co
Address city State
Amount of Bond: S Telephone No.:
S. Lender, tl t a
Name
Address CRY State
Lender's Telephone No.:
7. Persons within the State of Flodda designated,by the owner upon whom forces or other documents may be served as provided by
Section 713ANI)(a)(7), Florida Statutes: .
Name 4
Address city State
Telephone Number of Designated Person: g s
8. to addition to himself, the owner designates of
to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction an net payment to the
contractor, but will be one year from the date of recording unless a different date is specified): tfZ 1GW d r
Under penalty of parju, t declare that I have read the foregoing notice of commencement and that the fads stated therein are we to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
KA 0
Stgnu of Owner Lessee, or Owner's or Lessee's Authorized
Ofiicer/Olredor/Partner/Manager
Signatory's TitlefO ice
The foregoing Instrument was acknowledged before me this �- aday df , 20 by
(type of authority, e.g., officer, trustee, aftomey in fact) for
5Identfte!Uon
(name of party,on behalf of wh m i trrma wa executed).
Person�Known�DfR�V,' '
Notary Signature /q - q
Type of identification Produced d %P% aC-
Name (Print)
JOSEPH SALADINO JR
Notary
.'; Public State of Florida
P> commission # GG 267727
0 My Comm. Ezpiras Oct 15, 2022
Sonded through Nat al Notary
Assn.
wpdata/bcs/nof moommenmmenL pW63048
L
HIDDEN RIVER PHASE 2
PASCO COUNTY, FLORIDA.
LOT 165
CALATLANTIC TITLE, INC.
DRAEGER
LOT 164
CONSTRUCTION IMPROVEMENTS.
PRINT,WEST BOUNDARY OF SUBJECT PLAT BEING N OU23'02" E
THIS SURVEY IS SUBJECT TO ANY FACTS THAT
N MAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH, ALSO SUBJECT TO SETBACKS,
EASEMENTS AND RESTRICTIONS OF RECORD,
UNDERGROUND FOOTER, STEM WALL, AND
UNDERGROUND UTILITIES ARE NOT LOCATED OR
SHOWK
DO NOT SCALE THIS D
NOTES TAKE PREFERENCE.
PURPOSE OF SURVFY.-TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
STRUCTURE TIES SHOWN HEREON DENOTES
MEASUREMENT FROM FORM BOARDS/FOUNDATION
TO PROPERTY LINE,
j FIR 1/2"
L87013 E
�cl� � 85" 8`04,° V� 11 C3.t79' (kii) ,25 , . .
PRM(P) 4„��. N 85.42'41 9> 11Q.C?Ci° 1 :off' ..
L&7013 '
:b 2&,6' � EL a"a
.
sr
0.
CJ
01 0 ° ` Q STORY
TRACT "B" kts to MASONRY
WERAND MNSEINATION ARW " RESIDENCE Gov'os'
DRAINAGE EASEMENT LO � � Como &.o' comc l i a
HIDDEN RIVER PHASE ONE A � EN.Izi
LrJ765 wA S
K ��
(PLAT E74, PAGES 101-121) C I � . 1
BOOK
WETLAND hENA ERVATION C- 7p e. � 206,
CD
54,0'
�I 7.0, ,
. ;� ; Q & 0 e p 4.1' 25
FIR 1/2" j 35842x40}A W 10.05'(M) FIR 113
L97013 S 5° 44 2 L87013
BOO DPLATARY LOT 166
LEGEND:
Em00.0' = EXISTING GRADE
LOWEST FLOOR ELEVATIONS:
LIVING AREA: 71.68'
GARAGE AREA: 71.18'
DF.SCRIPTION:ELEVATIONS REFERENCED TO
LOT 165, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2", NATIONAL GEODETIC VERTICAL
AS RECORDED IN PLAT BOOK 079, PAGES 102 THROUGH DATUM OF 1929. MEAN SEA
110, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL- 00.00 FT,
O
9 APPARENT FLOOD HAZARD ZONE: 'Y' COMMUNITY PANEL NO. 12101 CO458F EFFECTIVE DATE: 09 26 2014
Square Fete 660040 + LENNAR HOMES
(C)- CALCULATED DATA, (D)= DEED DATA, (M)- MEASURED DATA, (P)= PLAT DATA, it-- CENTERLINE, A/C- AIR CONDITIONER, B/C= BACK OF CURB, C/S=
CONCRETE SLAB, CH- CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC- CONCRETE, COV.= COVERED, E/°P= EDGE OF PAVEMENT, ESM"T= EASEMENT,
F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D- FOUND NAIL & DISK, FPP- FOUND PINCHED
PIPE, LFE- LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR OFFICIAL RECORD BOOK, PS— PLAT BOOK, PCP— PERMANENT CONTROL POINT, PRM- PERMANENT
REFERENCE MONUMENT, R/W- RIGHT OF WAY, R= RADIUS, SIR= SET 1/2" IRON ROD & GAP No. 4493, SN D= SET NAIL & DISK No, 4493, TBM= TEMPORARY
I�ENCt#MAI�K U = UTILITY POLE 41? = Y�OOD FENCE
JOHN R. BEACH & ASSOCIATES, INC.
a Drawn By: I HEREBY CERTIFY THAT THISµ SURVEY WAS. MADE UNDER MY
SM5 RESPONSIGLE CHARGE AND MEETS THE APPLICABLE STANDARDS
SURVEYORS AND MAPPERS
Checked By: OF PRACTICE FOR -SURVEYS AS SET FORTH BY THE FLORIDA BOARD
911 WEST ST.' PETERSBURG DRIVE OF LAND SURVEYORS IN CHAPTER 5J-17.051 THROUGH 5J-17.053,
ONE ALDSMAR, FLORIDA 34677 `IRS FLORIDA ADMINISTRAT VE CODE, PURSUANT TO SEC11ON 472.027,
WAY (813) 854-1276 FAX (813) $55-8370 Sc ale: FLORIDASTA ST TUTES.
r1t�t vAiea Zvi O4JT IGIAL SIGNATURE Date:
�/
AND SEAL OF A FLORIDA LICENSED FINAL 3/4/21 DJB SIGNA�R�
DA
SURVEYOR AND MAPPER OHN CH
FLORIFG. LAP! SURVEYOR No. 2984 Le 44�3
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1, ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. 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,
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 SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
7. SOIL HEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
& THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE ],- ASTM C 150).
AGGREGATES - #6 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.
I I. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPATTING OR OTHER DETERIORATION.
B. MASONRY:
i-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 5W'DN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TOTHE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
S.
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 ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INCWASHINGTON D.C. THE FLORIDA BUILDING CODE 7TH
EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4, WHERE ALUMINUM COMES INFO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN A] 0 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.
T 1 "XTWO.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & #I OX 1/21' EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
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.
M A 325, PLATED WITH STANDARD
I HEX BOLTS HAS FLAT WASHERS ANOD TBE ASTS.
NUT
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
I IF ENCLOSURE,CONTAINS A SWIMMING POOL OR SPA, THE
TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
C ENS 6N
EQUAL.
BARRIER REQUIREMENTS OF THE FBC 7TH EDITIONR 4501.17 IN
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
ITS ENTIRETY.
3, DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
NO-70667
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
CONTRACTOR.
BOLT DIAMETER INTO STRUCTURAL FRAMING (G--.42 MIN.).
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
6- LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
STATE OF, ,47 ft
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH
oe A,
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
BOLT ALL LAG BE
MINIMUM 3000 PSI GROUT.
5. SCREENING MATERIAL SHALL BE I8Xl4X0,013OR
lo R 4
kil
THE OR SCREW. BOLTS AND SCREWS SHALL
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
CIRCUMSTANCES BY DRIVING WITH A HAMMER,
ON DRAWING S-2.
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
6. ALL STRUCTURAL POST SHALL BE ANCHORED TO AN
PR Eg INEER SEAL
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
EXISTING/PROPOSED CONCRETE FOUNDATION FOR UPLIFT
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
PURPOSES,
EN VEER OF RECORD:
BE APPLIED IN CONDITIONS ACCEPTABLE TO
SUNROOM C'AT. I (SCREEN ROOM)
David W. Smith P.E.
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
FLORIDA LICENSE: 53608
s. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
DESIGN DATA:
Thomas L. Hanson P.E
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
NOMINAL DESIGN WIND SPEED Vasd: 101 MPH
FLORIDA LICENSE: 38654
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
1 RISK CATEGORY: I
P.E.
OTHERWISE NOTED ON PLANS,
1 WIND EXPO' URE: C
Ian J. Foster
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153,
4. WIND LOADS:
FLORIDA LICENSE: 93654
M ALL CONNECTORS SHALL COMPLY WITH ASTM A653
SCREEN ROOF: N/A
CLASS G- 1 85.
SCREEN WALLS (WINDWARD): 32 PSF
joel Falardeau P.E.
IL FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SCREEN WALLS (LEEWARD): 26PSF
FLORIDA LICENSE: 70667
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
SOLID ROOF: 27 PSF
UNLESS NOTED OTHER WISE.
Erik Stuart P.E.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
CURRENT ASCE 7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART I -A, & I-B
ASTM C94
ASTMC150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A 185
FLORIDA BUILDING CODE 77'H EDITION (CHAPTERS 16, 20 & 23),
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
i. TYP --TYPICAL
2. SIM - SIMILAR
3. UION -- UNLESS OTHERWISE NOTED
4. CONT -- CONTINUOUS
5. VIE -- VERIFY IN FIELD
G. RESPONSIBILITY:
I. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC,
I 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 A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
I. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
5, FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0,013
OR, EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7, LIVE LOAD:
300 lb, VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 It. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLTNS.
10 PSF VERTICAL DOWNLOAD ON SOLID ROOF.
& PROPOSED 8"X8" LINEAL FOOTING W/ (1) # 5 REBAR W/ 25" OVERLAP ON 3" CHAIRS W/
4" MONOLIT� fC SLAB W/ FIBER -MESH FILLED W/ 3000 PSI CONCRETE SHALL BE
ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
9, SCREEN ROOF TYPE- N/A
10, SOLID ROOF TYPE: 3X48'10.032" ELITE EPS COMPOSITE PANEL ROOF lib FOAM
DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561-RS OR EQUIV.
HOLLOW SECTIONS
2 x 2: ----- ---------------------------------- 2" x 2" x 0.044"
2 x 3: --------------------------------------- 2" x 3" x 0.050"
2 x 4: --------------------------------------- 2" x 4" x 0,050"
2 x 5: --------------------------------------- 2" x 5" x 0.050"
3 x 3: --------------------------------------- 3" x 3" x 0.125"
I x 2: ---------------------------------------- 1" x 2" x 0.040"
1 x 3: ----------------------------------------
1" x 3" x 0.045"
SNAP SECTIONS-
2 x 2 SMS:----
-------------------------2' x 2" x 0.045"
2 x 3 SMS:
--------------------------------- 2" x 3" x 0.072"
2x4SMS: ---------------------------------
2" x 4" x 0.045"
3 x 3 SMS:------
------------------------- 3" x 3" x 0.090"
2x4SMB: ----------------------
2" x 4" x 0.044" x 0,100"
2x5SMB: ----------------------
2" x S" x 0,050" x 0.118"
2x6SMB: ----------------------
2" x 6" x 0.050" x 0.120"
2 x 7 SMB: -----------------------
2" x 7" x 0.0ST' x 0,120"
2x8SMB. ---------------- ------
2" x 8" x 0.072" x 0.224"
2x9SMB: -----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB: -------------------
2" x 10" x 0.092" x 0.374"
TUBE SECTIONS
2 x 2: ----------- ---------------------------- 2" x 2" x 0.09
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FLORIDA LICENSE77605
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-www.fbcplans.com
C.O.A.429054
DATE: 06/28/2022
DRAWN BY: ST
REVISION: ATE:
RO 1 1
RO 2 1
RO 3
RO 4
job# 22 G628 385
PROJECT ADDRESS:
:0NTrVkCT0?,:
ATRIOT SCREENS, INC.
0 1
U - 4"
0
- I
LO
UjIl I
M
19
3"k48"XO.032"! (1) LB FOAM
COMPOSITE PANEL ROOF MIN.
SLOPE PER 1
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DOOR LOCATION MAY BE DETERMINED
IN THE FIELD BY THE CONTRACTOR. 0 0* \.XC ENS"4%
7
4D. 70667
STATE 01:
0004, &
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ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
T
lan J. Foster P.E.
FLGRIDA LICENSE: 936S4
oel Falardeau P.E.
LORIDA LICENSE. 70667
Erik Stuart P.E.
FLORIDA LICENSEi 77605
MIT,
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
DATE: 06/28/2022
DRAWN BY: ST
Job# 220628
PROJECT ADDRESS:
t9O5 LYTTON HALL DC
tEPHYRHILLS, FL 335411
ONTRACTOR:
FLOOR PLAN
S-2
UPRIGHT t
00040
SECONDARY ANGLE MIN
0.125" THICK (NOT %
j (4) #10 X 3/4" SMS REQUIRED FOR 2X3
€ FASTENING SECONDARY Q
ALUMINUM RISER PAN MEMBER)wo
ANGLE TO COLUMN (TY t#1
#22 SMS W 1" NEO-WASHERS EACH SIDE), PRIMARY 2"X 2"
/ (4) #12 SMS W/ 3J4" X 0.125" ANGLE
@ 8" 0,C. (USE SCREW LENGTH WASHERS PER 12" PANEL (B) - CONCRETE SCREW (2) #I(3 X 3J4" SMS FASTEN€NG TE OF
EQUAL TO COMPOSITE PANEL ANCHOR INTO SECONDARY I `
THICKNESS PLUS 1 O INCH ) (SEE I COLUMN TO PRIMARY ANGLEop
) ( AiIGLE(TYPEACHSI➢E
TABLE) (TYP EACH SIDE) **64
OPTION #1 OPTION #2 0 1"; X 2" BASE MEMBER
SEE DETAIL C2 FOR _ (TYP EACH SIDE)
ALUMINUM RISER PANS Detail C (4)##10 x 1 X" SMS RECEIVING CHANNEL ANCHOR SPA PROF I I EER SEAL
j INTO SCREW OR ANGLE EA. SIDE (typ) (MIN) (TYP)(SEE TABLE) (1) - CONCRETE SCREW (SEE
BOSSES (.0625"THICKNESS) d TABLE) ANCHOR INTO PRIMARY ENGINEER
ANGLE AND @ 1/4" p CONCRETE g�
_ _ _ _ _ _ — — 3" (MIN) SCREWANCHOR@ David W. Lid P.E.
24" O.C. BETWEEN COLUMNS FLORIDA LICENSE: 53608
_ — _ NOTES: (TYP EACH SIDE)
I
2"X2" OR 2' X3" (7) #1Qx 3/4" SMS 1/4"& 3/8" 0 ' 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.
(2) - 3/8" MACHINE € PURL€N OR GIRT (typ) EA. LEG) ; Concrete Sere ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2, FLORIDA LICENSE: 38654
I OPTIONAL 1" X 2" FASTENED „ ( (TOTAL 6 SCREWS R C. 8 Column Anchor 2, MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
BOLTS WITH 3/4" () 77
E TO COLUMN WITH (2) #10 X Z SCREWS ANGLE EA. SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW Lam Foster P.E.
WASHERS THROUGH t SKIS INTO SCREW BOSSES Size g Min. Spa
POST AND EDGE BEAM ¢ CONNECTION) p LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT FLORIDA LICENSE, 93654
€€ ARID FASTENED TO X 1- 2x3-1 /4" 0 O" LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING 01
BEAM WITH (1) #1(i X 1-1/2"' 2x4 1 /4' 1 3" WHEN A PAVER DECK IS PRESENT. oel Falardeau P.E.
SMS WITHIN 6" OF COLUMN 2x5 1 /4` 1 3" 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LIST FLORIDA LICENSE: 7€}667
CONTINUOUS EDGE BEAM AND @ 12" O.MAX 2xb-3/8" I 4" ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
POST PURLIN OR GIRT TO BEAM OR POST DETAIL 2x7-3/8 1 1 5' BY ENGINEER. Erik Stuart P.E.
SCALE: NTS 2x8 3/8" 2 3" 4. 2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE: 77605
NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN SHOWN.- 2x9 3/8" 1 2 1 4 CONNECTIONS AS2X4 SHOWN IN TABLE.
s I 2x O-3/8" 1 2 4.5" 5, IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF
ROOF PANEL TO EDGE BEAM CONNECTION DETAIL CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4"" 0 X 3" LAG B Plans i �°i
SCREW FOR 3/8" 0 LOT FOR BOTH PRIMARY & SECONDARY ANGLES.
S-3 SCALE: FITS 6. 2X2R045 DOOR IAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services, Inc.
MEMBER, 6272 Abbott Station Dr. Unit 101
2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS Zephyrhills, FL 33542'
_ SCALE: NTS Ph# (813)788-5314
Fax# 1-(866)824-7894
--__---� _—_--- -- _ -- E-mail-erb@fbcplans.com
—� INCITE: FASTEN #IOX2 SMS INTO REC. Website-www,fbcplans.com
CHANNEL OPTION #3 MOUNT RECEIVING CHANNEL � C.0) A. #29054
FLANGES TOP AND BOTTOM 8" O.C. TYP. DIRECTLY TO FASCIA WITH (2)1/4"X 2`•'LAGS
3" RECEIVING CHANNEL a@24" O.C. INTO RAFTER TAIL & (1) ra 12" O? C.
W/(2)#12 X 1" SMS
DATE: (}6/28/2022
HINGE LOCATION .,. � 1-1/4" NEOPRENE WASHER @
16" O.C: TO FACE OF GLITTER DRAWN BY: ST
2" x 2" EXTRUSION—, = _ REVISION: DATE:
2"x2"EXTRUSION' _..a..�.,_.._,.®.__..__._,._..
EXISTING MASONRY
WALL GROUTED RO 1
HINGE LOCATION DOOR - .. _
SOLID
OPTION #1 ROOF GUTTER. FACE 00
@CONNECTION RO Z
3 RECEIVING CHANNEL W/ R0 3
#14 X 4" SMS,1-1/4" NEOPRENE (2) 1/4" X 2 1/2" MIN. RO 4
WASHER @ 8" O:C. PER PANEL LAG SCREWS @ 24" O,C. 1/4"O X 2-1/2"
MASONRY Job# 22µ0628_385
2" x _END BEAM SCREW 3" FROM
END&@24" PROJECT ADDRESS:
� (SEE SHEET S-2 FOR SIZE) O.C.
HINGE LOCATION THOMPSON
2° x z ° x 1 Ja° x BEAM DEPTH" 2905 LYTTON FALL DR
RECEIVING CHANNEL
P#G[E W/ (1) 1/4" x 3" CONCRETE 1"12"OPEN BACK z�{ szl i s, I L3{)
ANCHOR: INTO WALL&
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM. (4) #10 x 3/4" SMS EACH
2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM, SIDE INTO SEAM CONTRACTOR:
3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)410 x 5/8" SMS, FASTEN A NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW PATRIOT SCREENS, INC.
1" x 2" x 0.044" TO UPRIGHT #1.2 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM THE HOST STRUCTURE SHALL
/ GUTTER BRACKET � ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
END OF THE UPRIGHT. � BEAM & @ 24" O,C, HAVE AT LEAST A 2"X4" FASCIA E OF MASONRY ANCHOR SCREWS.
AND ROOF TRUSS SYSTEM,
E CONTRACTOR SHALL VERIFY
SUPER GUTTER THIS AND IF SMALLER- S END BEAM TO HOST STRUCTURE DETAIL
F TYPICAL SCREED I3C1CR Cf3NNECTIC�N i7ETAIL CONTRACTOR SHALL BRING SCALE: NTs
S 3
SCALE: NTS STRUCTURE UP TO A 2"X4"
- OPTION #2 ROOF ON GUTTER LIP FASCIA AND ENSURE LESS � DETAILS
THAN A2` 4" OVERHANG.
f OPTION#1, #2 & #3 COMPOSITE ROOF TO GUTTER DETAIL
�_ SCALE: NTS
/ 1J4"0 x 2^-1/2 MASONRY ANCHOR {
I IF WOOD SUBSTITUTE IDENTICAL (4) - (Si] 0 CONCRETE NOTE:MINIMUM EMBEDMENT OF ANCHORS INTC
WOOD SCREW OR LAG 6" FROM CONCRETE FOOTING SHALL BE 2-3/4" AT ALL
SLAB HEIGHT TYP. (MSN.4")-,,
SCREW WITH 2-3/4" 0
/ TOP & BOTTOM & @ 24'" O.C. POST LOCATIONS. ALL SCREW LENGTHS AT POST SEE NOTES � �
EMBEDMENT (MI CONNECTIONS SHALL BE OF SUFFICIENT LENGTI "" SEE SHEET S_2 FOR 0 0
/ ?"X2"OPEN BACK EDGE DISTANCE FROM FOR REQUIRED EMBEDMENT INTO CONCRETE ",i � o � 0 0
�. ' FOOTING & SLAB SIZE �
! DECKEDGE=3=') — FOOTING WHEN A PAVER DECK IS PRESENT.. .Q a. .
/ POST SIZE„ d@ ; STATE�
/ PER PLAN (H) (HH) (Sl) 1' PER FT. MAX FOR 2' 0"
q" REBAR CONTINUOUS W/ 25"
MIN BEFORE STEEPER
3"x3" (z) (4) 1/4 �� ovERLAPATALL JOINTS ON3°
I / (H) -3/8" 0 MACHINE _ _ CHAIRS (SEE CHART FOR REBAR SLOPE +
BOLTS WITH WASHERS 4" x 4" (2) (4) 3/8" SIZE & QUANTITY) SLAB HEIGHT TYP. �x �
OR (iiH) #14X 3/4 SNi (MIRI.4")
0 M TOP VIEW 6„ x 6" (3) (6) 3/8"
(MIN. EDGE DISTANCE = 1" j MONOLITHIC SLAB °.. � PR � l� ENGINEER SEAL
I MIN, SPACING= 2") 3"x3"x 0-125" ANGLE (EXTERNAL a . ENGINEER
Tg�T�+ �y
r — 1"X2"OPEN BACK OR INTERNAL) OR OA25" SLAB
L,AYt7Y1V L;Ei't (}�' I�.EC(�IZ.D:
(4) - (S1) OCONCRETE RECEIVING CHANNEL •'4 gg-� g q, Smith
SCREW WITH 2-3/4" E ALUM. 1" x 2° OPEN BACKANCHORED : ° ®, SEE NaTE 5 1 J F V . �. Es
(2) #10 x 1-1/2" SMS MIN EMBEDMENT (MIN EDGE POST TO CONCRETE W/ 1/4" X 3- H REBAR BY FOOTER WIDSTH #4 FLORIDA LICENSE:
53608
,I'RUSGREWBOssoF DISTANGEFItOMDECK 1/2"MAS(}NRYANCHOR -6" i °�.• ..H. ..W.. REBAR REBAR Thomasi,n..19: P .
1" XZ"OPEN BACK EDGE=3") 6" MAX EACH SIDE OF POST AND QTY. QTY.
24" O,C. MAX g`,14 ,1z" g 1 1 1 FLORIDA LICENSE: 38654
OPEN BACK TO HOST STRUCTURE DETAIL B ,10",12" 10" 1;, 1
B ,10'`,12" 12" 1 2 Ian J. Foster
ste
SCALErNTS
a LINEAL RIBBON FOOTING 811, 10" 12",16 16" 3 4 FLORIDA LICENSE: 93654
d EBAR SI A NOT TD B. IX
NOTES FDRALL FOUNDATION TYPES: (CONTRACTOR MAY USE #S OR #4)'Joel
Falar -7 eau P.E.
Lt 1 4 t
4 1, THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 FLORIDA LICENSE: 70667
PER, THE BEARING CAPACITY OF THE SOIL. VERIFIED BY A LICENSED CONTRACTOR PRIOR TO P.E.NY POURING OF CONCRETE. Erik Stuart P
4" (min) 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND COMPACTED PRIOR TO
— — — — FRONT VIEW POURING OF ANY CONCRETE, FLORIDA LICENSE: 77605.
0 0 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
,. zz NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD (SS) 0 SCREW 4. HEIGHT AND WIDTH ARE INTERCHANGEABLE EXCEPTION 12" WIDTH X 16" HEIGHT IS NOT
ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. APPLICABLE FBC Diana & Engineering
NOTE: FOR PATIO COVERS AND CARPORTS: DISREGARD THE 1XZ OPEN BACK
UPRIGHT OR BEAM SCREEN MEMBER ON THE FOUNDATION TYP. S. IF PINNING To EXISTING CONCRETE USE (1)12" #5 REBAR W/ 6" EMBEDMENT @ 48" O.C.
KICK PLATE 0-SNAPORSHLB € rvices, Inca
ATTACHED TOALUMINUNi MATING OR FOUNDATION DETAIL 6272 Abbott Station Dr, Unit 101
MEMBER W/(1)#10 HOLLOW G 1 ALUM. POST CONNECTION DETAIL
3/4' @ 24° O,C SCALEo NTS - Zephyrhills, FL 3354 2
S-4 Ph# (813)788-5314
Fax# 1-(866)824-7894
KICK PLATE ATTACH EDTOALUMINUM MEMBER a E-mail-erb@fbcplans.com
SCALE: NTS
_-_-.--------..--- Website-www.fbcplans.cDm
C.O;A,-##29054
#12 X PLUS 1" OF PANEL RISER PAN DATE: 06/28/2022
ALUMINUM RISER PAN THICKNESS SMS W/ 1"0
NEO-WASHERS @ B" O,C. PER DRAWN BY: ST
PANEL FOR 3"X12" PAN ROOF USE (4) #12 SMS W/ 3/4"
(4) #12 f #12X3/4" SMS W/ 1" 0 WASHERS PER 12" PANEL REVISION: DATE -
WASHERS PER12?2" PANNELEL #10 X 3/4" SMS 1" NEOPRENE WASHER NEO-PRENE WASHER 2" FROM
@ 24" O.C. TOP & BOTTOM END & 2" O.C. PER PANEL RO 1
ATTACHING C-CHANNEL TO ALUM.
#12 SMS W/ 2"0 NEO-WASHERS L� PANEL De tail C R0 2
@ 8" O.0 (USE SCREW LENGTH Detail L2
EQUAL TO COMPOSITE PANEL
-L -r R.C}3
THICKNESS PLUS (1) INCH) - , 3"COMPOS€TE Itt) 4
FASTEN:044 REC, CHAN. TO - :ROOF PANEL. •= _
BACKSIDE OF2"KH"EDGE BEAM
SEE DETAIL C2 FOR W/UD #10 SMS W/ 3/4" _ _ - _ CARRIER
ALUMINUM RISER PANS STAGGERED. BEAM QTY, Job# 220628385
W/NN #10 SMS W/ 3/4" �g
INTO SIDE FLANGES - SIZE (H�'. ADDRESS:
#12X3J4"SMS1"NEOPRENE WASHER 2"X2"XIJ.12S" � ��/2X5 2 PROJECT
2x[H) @ 24" O.C. TOP &BOTTOM RECEIVING CHANNEL X7 THOMPSON
0 g EDGE 2X H SMB ATTACHING C-CHANNEL TO ALUM. WITH (H) 3/8" 0 MACHINE-,,,
0 BEAM () BEAM BOLTS WITH 3/4" WASHERSx 4 290 LYTTON HALL DR
EACH SIDE (H) 3/8"0 MACHINE ZEPH HILLS, FL 335540
PPLY EDGE BEAM W/ REC, CHANNELS BOLTS WITH 3/4"
O NOTCHED POST FASTEN.060. REC. CHAN. TO WASHERS EACH SIDE
UNDERSIDEOF2x 'EDGEBEAM (SEE CHART ABOVE)
W/(4) #IN SMS W/ 3/T; CROSS BEAM CARRIER BEAM CONTRACTOR:
POST STAGGERED
CONTINUOUS EDGE BEAM W/(2) 910SMs W a 4" S5 PANEL TO BEAM CONNECTION DETAIL (IF NECESSARI ( PATRIOT SCREENS, INC.
E 1 SEE S-2 FOR
INTO SIDE FLANGES S-� N.T:S: MEMBER SIZE)
NOTE: EDGE BEAM. (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN. POST (SEE SHEET S-2/—
REC. CHANNEL.060 MIN., SAME WIDTH AS BEAM TYP. FOR SIZE) NOTCH POST FOR BEAM
33 OOF PANEL TO EDGE END BEAM CONNECTION ALT. DETAIL g SCALE:: NTS rS `1`
ROOF PANEL TO EDGE OR INTERMEDIATE BEAM CONNECTION DETAIL
- SCALE: NTS DETAILS