HomeMy WebLinkAbout22-36305335 Eigh�h Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-00363
Issue Date: 03/
Mill :111 11101111M I i I I !I ! I 1 11 1 1 11!11
TIBPWRT-... .1 . oT
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
7
7 W, TV M T - I 7`1
5336 Eighth Street
Zephyrhills, FL 33542
Phone- (813) 780-0020
Fax: (813) 780-0021
BAR-003630-2022
Issue Date:
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
I k 1 11 111 e 1
MX9,60k, F, t9 z
220 1100
S1 -r om o20 City of Zephyrhills Permit Application Fox- 1 -7 0-0021
Building Department
Date Received 2 22 phono otot for perrnittin 813 1 q 9 R 9.A
Owner°s Name KbvlVi l t Y ! G 1 1 Y P nor Phone Number 11(v 77 0 019
Owners Address 9 ) nor Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple TitleholdeOAddress
JOB ADDRESS � � � � � � ��� LOT
SUBDIVISIONPARCEL l 12 2(o- 2.1- ()024°- 02U00 _ 0Cii0
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONST'R ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMMOTHER
TYPE OF'CONSTRUCTION BLOCK 'FRAME STEEL
DESCRIPTION OF WORK' S ere e �i
r ----------- "I -----------
I"
BUILDING SIZE SQ F OTA E= HEIGHT'
MBUILDING VALUATION OF TOTAL CONSTRUCTION
ELE TRI AL AMP SERVICE E E ENERGY W.R.E. .
r
E HANI AL VALUATION F MECHANICAL INSTALLATION
GAS ROOFING SPECIALTY OTHER
FINISHED FL 'ELEVATI S[:::FLOOD ZONE AREA i' S N � Y
BILE ZZ1611E,,=
COMPANY
SIGNATURE REGISTEREC; EQj�EF� El �
Address I V YDV{ License#ti
ELECTRICIAN COMPANY
SIGNATURE REGISTEREC? FEE CURREh
Address License#,�,�,,..��
PLUMBER COMPANY
SIGNATURE RE IST RED � r � �� �u�RE� � �
Address License #
MECHANICAL E=:== COMPANY E
SIGNATURE REGISTERED ;;;;;�FCE URRER
Address License #
OTHER COMPANY
SIGNATURE REGISTERED
Y d FEE ct�RRE� � 9 iV
Address License #
1N111`1111111.11Ntoil 1.1N.N1N111fN111t1111lt1Nt111NN'11.1N
RESIDENTIAL Attach (2, Eldt lens, (2) sets of Building plans: (1) qpt of Energy Forms- R.W Permit for now construction,
Minimum ten (10) working days after srubrnitt l'dete. Required'ohsite, Cwstructlbri flans, Stormwater Flans wl Slit Fenee'lnstelltd,
Sanitary Facilities & 1 durnpster; Site Work Permit for sUbdivi lons/isrge projects
COMMERCIAL Attach (2).complete sets of Building Plans plats s Life Safety Page; 1, set of Energy Forms, -W Permit for now construction.
Minimum ten (10) working days after submittal date., Required onsit , Construction flans, Storm eter Plans / Sift Ponca installed,
Sanitary Facilitis & 1 dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Flans;
""PROPERTY SURVEY'requiredfor all NEW construction.
Directions:
Fill out application completely.
owner & Contractor sign beck of application, notarized
If over $25 0, a Notice of Commencement Is required. (AIC 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)
eroofs ifshingles Sewers Service Upgrades A/C Fences (Plot/SurveyJPobtege)
Driveways -Not over Counter if on public mod eys.,needs ROW
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` Notary Public Notary Public
._
Commission No. Commission No,
H E
Florid
Mas s f Notary typed, pri' " try Pub le- is r me pi Notary typed, printed to
�>Cof �►lss3on 02 � �° �h9eatary Publl�-St�t� �f Fle��lda,
@� sty G�rnrr�#ssion xp otvirstt�slarr hiH 2O2395
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INSTR#2022038969 OR BK10552 PG614 Page I of I
02115/2022 12:30 PM Ropt: 2417452 Rec: 10,00 DS: 0.00 IT: 0.00
S/H Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
L)
k 10
Permit No, parce;xa No 0 00/1 2,100 . Col
NOTICE OF COMMENCEMENT
F4I
THE UNDERSIGNED hereby gives notice that improvement will be made to coda' W rty Coil ordance with CA!Pter 71 Fla
e g pe ddeStodul
lo fAM
thfdoWnInformatil !qv[ded In this Noticot Com ffl: 64 Aol.
--bescnpoonailpflapelty; woo" ficalean No
P
-Sime�t A4qtess:-
Gw1em? Do n of sedift.
-Address
lntolo9 in property 100%
Name of Fee Simple Titleholder.
(If ofiffamt from Owner III above)
Address
4, contractor:
Name
3M-1Y9n—tU—r9—C-0V-§—
19MRa—
-EL—
Address
CRY
State
Ombactoes Telephone I Jj3jLZQj%32_
S. Surety:
Name
Address
city
state
Amount of Bond:
Telephone No.:
6. Lander.
Name
Address
city
State
Larvil Telephone No.:
71 Persons "'Min the State of Florida desIgnateal by it* owner upon whom notices or adol d;cou�ants may be served as provided by
Section 713.43(1 )(a)(7), Florida Statutes:
Name I
Address CRY state
Telophcri* Number of Designated Person:
8. In addlitan to himself, the owner classmates Or —
to receive a copy of the Uen� Notice as Provided In Sedan 7131 3(1Xbl Florida Statutes.
Telephone Number of Person or Entity Designated by Owner
9. Expiration date of Notice of Commancanal (%a expiration date may not be before the completion of construction aol " Payment to the
contractor, but will be we year from the date of recording untess a difforent data Is
WATNING TO OWNERI ANY PAYMENTS Modl BY THE OWNER AFTER THE EVIRATION OF THE NOTICE OF COMMENCEMENT
WITH YOUR LENDER OR AN ATT)ORftEY BEFORE CGUMEAC1110 IVVAK OIR NECORDIRQ YOUN IN*11
Under penafty I owledge of sbery, I dedarls that I trahead the fare olng jol hol of commencement and that the facts stated therein am true to the bed
of my kn2llef. l
��FATEOFFLQRIDA
qOUI�TY OF PASM
OfficarMireatoodPartner/Manageor
Si T11WORIcs
The froral Instrument was acknowledged before me this JJQ day of 204 by
as (type of authadly, e4, officer, m all In W) for
(name of party a 6"Wed).
""—Z.2w
Personally Known C] 0 Produced Idandill Notary Signature ttl��
441 -61
Type of WerMcatian Produced 9L6LnVme
KAY LA
IIC�Siartro of 0
_Q
t tcommission 0 HH 202
my commission Expi
November 28. 202
wpdoWbcs/nadcacommencoment_pdMU48
STATE $� p gy�pp@@ qq D@� ��}} Cg� �� gN�g Y O�g ggaad� ��^^ Og� A$
�" F& 6�kG»gSWq Ee�BA� �` �8 E""6s8�
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PPP IC RECORD IN THIS OFFICE .
WITNESS MY HANb AND OFFIC L SEAL THIS
DAY OF- 2
NIKKI ALVAREZ-SOWLES, CLERK & COMFTROLL R
BY __ IEPU'iY CLERK
Sheet I of 2 (Sketch of Survey) . Sec Sheet 2 of 2 far Legal Description, Certifications, Property and other Survey related data. SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS
x BEARING REFERENCE:
CENTER LINE OF 9TH AVENUE AS S. 59°50'33" E.
PER THE PLAT OF HEATHER WOOD (PB 24, PG 117)
ALL BEARINGS SHOWN HEREON REFERENCED THERETO.
SCALE;1"=30'
9A.20 (P)
R€ 'AINDER
ENCE CORNER N4CCO"RE5N5ERiBLF i'2'1N RAC " IffNlA`ECvETA"ONi
Of AERIAL $
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MEAN DFBR15i 8°53x't 3G(CR) 2.h thfAVY EB10 „�S4:1»-
At—
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6 OJT 51° D Nv00D F�NGE
5HED m ALUMNUM Q rN
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50,00
✓i�O!}N
- i l.IRY
e 3 # 39 i 67
TRACT 27 c RfM NDER REi4AiNvFR `RACT 24
OF TRACr 26 0 RACT 7C
(INCLUD Di 2870�# to iNO.UDED;
2 i. � 1-
COVERED °ENCE
ra �
�ENGE� 04';N
6' OI T A RORT'ON
20.05',,,,,2 130 Of TR+ T 26
0NCL'uND'
CONCRETE
2° u� DRN'E,VAY
FOUND -t2 .RO1N ROD s
O F-55 0,42 N. MO E FOUND u2' IRON ROD
0 F5ET 1.04' W
ON t'NE
71,00 21,90'
96.90 iCR a7 i r to?l J E9'S(?"33 iv (v�} G,`vU0 {�1)
Of+ffAORNROD Th AVfNUE
AT S�Ai CURV1R OF
?ARCEDD# 2 2�41-Ch 2A G'G 00-0012 5 89'5033 sN ,DEARiNC 5*5C
20'A5Fr1ALTROADNAY 40R6ff-OF-A`AY
1A
survey has been issued by the following
Elevations i Revisions:
Landtec Surveying office:
HillsboroThis
Blvd,
Beach,Deerfield 33441 J
Benchmark
Benchmark
Elevations on Drawing are in:
t•
General Notes
A. CONCRETE & FOUNDATION DESIGN:
HOT DIPPED GALVANIZED.
L ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
5' ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF BX
PSI MINIMUM.
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
MINIMUM, 3 1/2" NOMINAL THICKNESS.
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
1 FIBERMESH (Y4" PER CUBIC YARD MIN.) MEETING
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
IN LIEU OF WELDED WIRE MESH
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
4. ALL SLABS ON GRADE SHALL BE 4" "THICK WITFIBERMESH.
CIRCUMSTANCES BY DRIVING WITH A HAMMER.H
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
60 (60 KSI MIN.) DEFORMED BARS, 93 BARS MAY BE GRADE 40
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
6, ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS,
BE APPLIED IN CONDITIONS ACCEPTABLE TO
7, SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF,
MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
GRADE #5 OR BETTER ZINC PLATED.
FOLLOWING:
8, ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
OPC (PORTLAND CEMENT TYPE I,- ASTM C 150).
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO, 67 LESS THAN
18-8 UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
3/4".
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
AIR ENTRAINING +/- 1% - ASTM C 260.
OTHERWISE NOTED ON PLANS.
WATER REDUCING AGENT - ASTM C 494.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
CLEAN POTABLE WATER-
G-185,
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
U FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
9, METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
UNLESS NOTED OTHER WISE.
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS-
E. REFERENCE STANDARDS:
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
ASTM E 119
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
ASTM E1300
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
ASCE 7 -16
SPALLING OR OTHER DETERIORATION.
AA ASM35, AND SPEC, FOR ALUMINUM PART 1-A, & 1-13
ASTM C94
B. MASONRY:
ASTM C150
LCONCRFTE MASONRY UNITS (CMU) SHALL BE STANDARD
ASTM C33
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
ASTM C260
TYPE M OR S MORTAR.
ASTM C494
2 ALL MORTAR SHALL BE OF TYPE M OR S.
ASTM A615
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
ASTM A185
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
FLORIDA BUILDING CODE (CHAPTERS 16, 20 AND 23)
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
7TH EDITION 2020
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
CURRENT ALUMINUM DESIGN MANUAL
HEIGHT.
F. ABBREVIATIONS:
C. ALUMINUM:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
1. TYP --TYPICAL
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
2. SIM --SIMILAR
0.024" SHALL APPLY.
3. LION -- UNLESS OTHERWISE NOTED
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
4. CONT --CONTINUOUS
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
5 VIE -- VERIFY IN FIELD
STRESS DESIGN" OR "PART I -B - SPECIFICATIONS FOR
G. RESPONSIBILITY:
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
1 ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
PREPARED BY THE ALUMINUM ASSOCIATION,
CODES, LOCAL ORDINANCES, ETC.
INCWASHINGTON D.C. THE FLORIDA BUILDING CODE 7TH
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
ALUMINUM).
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
CONDITIONS.
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
I THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
SEPARATION.
'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
CONTRACTOR,
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
4, ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
USING #12 SPACING MAY BE 24" ON CENTER.
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
6. VINYL,/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE. THEY
MANUFACTURER.
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
5, ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
LICENSED P.E. IN ACCORDANCE WITH STANDARD
SPEEDS EXCEED 75 MPH`. DECAL SHALL BE PLACED SO IT IS
ENGINEERING PRACTICES,
VISIBLE WHEN PANEL IS INSTALLED.
(ACRYLIC/GLASS WINDBREAKERS INCLUDED)
H, MISCELLANEOUS:
i ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
D.FASTENERS:
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME, IF
L ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
300 18-8, WITH STANDARD FLAT WASHER UNLESS
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
WITH ACQ PRESSURE TREATED WOOD.
HOME.
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
FLAT WASHERS AND _KUTS.
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
I ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
BARRIER REQUIREMENTS OF THE FBC 7TH EDITION
TAPCON, REDHEAD, DYINABOLU OR APPROVED EQUAL.
R 4501.17.1 IN ITS ENTIRETY.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
3 EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL
4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR,
S. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S- 2.
7. I"X2"X,045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED
TO HOST WITH 1/4" DIAMETER X 1-3/4" EMBEDMENT & 24" O.C.
MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW
WHEN IN WOOD & #10 X 1/2" EMBEDMENT SMS OR TEK SCREWS
IN ALUMINUM MEMBERS TYPICAL.
8, PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE 2"X2'10.055"
MATERIAL, UNLESS OTHERWISE NOTED ON S-2.
JUIJ UtbUKIr I ION: JL KEL1N KUUIVI - bl-KLVIN MNULC1Z>UKP,
DESIGN DATA:
I ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST):
135 MPH
NOMINAL DESIGN WIND SPEED Vasa:
104 MPH
2 RISK CATEGORY:
1
3 WIND EXPOSURE:
B
4. WIND LOADS:
SCREEN ROOF: 7 PSF
SCREEN WALLS: 25 PSF
SOLID ROOF (MWFRS): 22 PSF
5. THIS STRUCTURE COMPLIES WITH FBCEB 11033 1EB 1103.21EB 1103.3 AND
THEREFORE HAS NO ADVERSE AFFECT ON THE EXISTING STRUCTURE.
HOST STRUCTURE HAS EXISTING FASCIA.
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR I8XI4X(L0I 3
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
7. FACTOR APPLIED TO SCREEN WIND LOADS FOR. ALLOWABLE STRESS DESIGN: 0.6
8. LIVE LOAD:
300 Ib. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
200 lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
9- PROPOSED 4" CONCRETE SLAB, W/ 8"X8" LINEAL FOOTER W/(1)#5 ,3000 PSI CONCRETE
W/ 6"X6"-#] 0WWM OR FIBERMESH OVER6" MIL POLYFILM W/ EDGES LAPPED 6" &
TAPED, OVER CLEAN COMPACTED SOIL.
SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
10. SCREEN ROOF TYPE; GABLEIHIP
11. SOLID ROOFTYPE: 3"X48"X.024" COMPOSITE PANEL ROOF FL 7561 R5 OREQUIV.
LJJLM-IW SIMUCTUR WMIT"EN
HOLLOW SECTIONS
2 x 2: ---------------------------------------
2" x 2" x 0.044"
2 x 2055: ---------------------------------
2" x 2" x 0.055"
2 x 3: ------- -----------
--------------------- 2" x 3" x 0.050"
2 x 4: ------ --------
---- ------------------- -- 2' x 4" x 0.050"
2 x 5: ------ --------------
------------------- 2" x S" x 0.050"
OPEN BACK SECTIONS
1 x 2:---------------------------------------- 1" x 2" x 0.040"
1 x 3: -------
-------------------------------1'" x 3" x 0,045"
SNAP SECTIONS
2x4 -----------------------------------
2" x 4" x 0.045" Snap
2 x 4H: -----------
-------------------- 2" x 4" x 0.060" Snap
2x5: ---------------------------------
2" x S" x 0.055" Snap
SELF MATING (SMB)
2 x 4 SMB:----
--- - ----------2" x 4" x 0.044" x 0.100"
2x5SMB: ------------------------
2" x 5" x 0.050" x 0.118"
2 x 6 SMB:-
--------2" x 6" x O.OSO" x 0,120"
2 x 6 H SMB:
---------------2'" x 6" x 0.072" x 0.224"
2 x 7 SMB:-----
- - ------------2" x 7" x 0.057" x 0.120"
2 x 7 H SMB:
--------------------- 2" x 7" x 0.072" x 0.224"
2x8SMB:----
- 2" x 8" x 0.072" x 0.224"
2 x 8 H SMB:
--------------------- 2" x 8" x 0.082" x 0,306"
2x9SMB:--------------------
-- 2" x 9" x 0.072" x 0.224"
2 x 9 H SMB:
-------------2" x 9' x 0.072" x 0.306'
2 x 10 SMB:
----------2" x 10" x 0.092" x 0.374"
S-1 NOTES
S-2 ELEVATIONS
S-3 DETAILS
S-4 DETAILS
S-5 DETAILS
'A.L.I. WORK, COMPLY WITH PReVAJUING
CODES FLORIDA BUILDING CODE,
NATIONAIL, ELECTRIC CODE,
A N D T HIE- C 1 rv" I F 7 FP 14 V, N 11, 1 A
ORMNANCES
R EE V I E W D A-11' E MAR 116, 2022
_777
C171"Y UZE-RH
P',L-N EXAMINE,
JF
C3 J.
V, jwr
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0
PROFS 1 A (41
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl, 33542
Phone: (813)788-5314
Fax: 1-(866)-824-7894
Email: erb@fbcplans.com
Website: www.fbcplans.com
COA. - #29054
DATE: 01-25-2022
DRAWN BY. DRAYTON
REVISION. DATE:
RO I
RO 2
RO 3
CONTRACTOR:
HARTSHORN CUSTOM CONT
8813 VENTURE COVE
TAMPA, FL 33637
www,hcccscreens.coo
NOTES
S-1
1x2
2x2
in ti
CU o n 0i Cu 0ju
X X Lj L:j pq
OJ 4--' 3'x48'x,024' --0
X 2x4x,060 COMPOSITE PANELS F"
cv f-0 2x2x.050 co
> I MIN 1' [IF FALL
(typ) 4
2x2 CD PER 1' X
CD CU
o DOOR
X
2x2 cul 2x2 I 2x3 EDGE BEAM TYP,
Z— 0' —.
n8l j
'd lk
1x2
1x2
X
<
CD
kD
CD
kpDD
CD
l,D
c:)
'-,D
M
o
CDD
CD
CD
M
X
CU
X
Nt
X
X
X
I-
X
CU
0
X
X
CU
X
0i
X
CU
®
2x2x,050/
2x2x,050
2x2x.050
(typ) (t y P)
9_099 9409910 10 10
NOTE. DOOR LUCAI-10N(s) TO BE DETERMINED ONSTTE, IT IS
UNDFRSTOOD THAT ALL SCREEN ENCLOSURES WILL HAVE AT
LEAS7 ONE DOOR, THE LOCATION OF 1-HAF DOOR MAY BE
I
DETERMINED OR ADJUSTED ON SITE DUE TO SITE CONDiTTONS, AS
LONG AS NO PRIMARY STRUCTURAL COMPONENTS___ ARE DELETED,
------ - ---
1X2
2x2 CD
n
o n CU
X >' X
Cd -p
X
2x4x,060 CU
DOOR 0I
2x2 t1f)
8
WFICOMXO5
ENGINEER OF RECORD
David W, Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Myron Max Neal P.E.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 1.01
Zephyrhills, fl. 33542
Phone: (813)788-S314
Flx: 1-(866)-824-7894
Email: erb@fbcplans.com
Website: www.fbcpians.com
C.O.A. - #29054
DATE: 01-25-2022
DRAWN BY: DRAYTON
REVISION: DATE:
RO 1
RO 2
RO 3
Job# 22011009
PROJECT ADDRESS:
RESIDENCE
39187 9TH AVE,
ZEPHYRHILLS, FL
CONTRACTOR:
HARTSHORN CUSTOM CONT.
8813 VENTURE COVE
TAMPA, FL 33637
www.hcccscreens.com
ELEVATIONS
S-2
3/1.6' ALUMINUM GUSSET I" X 5" OR 7" X6" WIDTH EXTRUDED
2"x PURLINS (SEE A-1 PLATE B #14X 3/4" SMS GUTTER BRACKET(THICKNESS OF LEG
NGTE: `H" SHALL BE EQUAL TO THE PRIMARY BEAM DEPTH
FOR SIZE)ATTACHED TO @ LAG SCREW SHALL BE 0.125" MIN, (4) 1/4"0 X2"EMBEDMENT WOOD
IN INCHES ILEA 2X6 PRIMARY BEAM, (H) = (633 iz
BEAM w/MIN (4) #10 x I
LONG LEG SHALL BE 0.072" MIN) --- SCREWS @ BRACKET & (1) SCREW OPTIONAL: V12"OPEN
SMS (H)- #14 X 3/4"SMS
@ EACH BEAM W/ (4)#14X3/4" SMS 1" @ 12'O.C. MAX BACK ATTACHED TO HOST
SPA. INTO GUTTER LIP W/ (1) 1/4"0 CONCRETE ATTACHING ANGLE TO BEAM
EXISTING HOST STRUCTURE EACH SIDE (1" MIN. SPACING)
SCREW OR LAG WITHIN 6"
OF BEAM & @ 24" O.C. MAX cy�
BETWEEN BEAMS
EAM/PURLIN 77
-D OR ni (SLOPE S
FLAT)
00
2x(H)
BEAM/PURLIN
(SLOPED OR
5"SNAPSUPER 0 FLAT) %
ANGLE EACH SIDE GUTTER 0 9
W/ (4) #14 X 3/4"FOR (B) - 1/4" 0 CONCRETE SCREW 0 PRO S N GINEERSEAL
NOTES: BEAM (4) #12X3/4' 1"X2"SNAP W/ 1-1/2" EMBEDMENT INTO
t "N" NUMBER OF SCREWS IN ANY FOR PURLIN (FASTENING NOT REQUIRED) MASONRY (1-1/2" MIN. SPACING
DIRECTION. (EXAMPLE N=5 FOR 2X6 BEAM) 1" X 2" X 1/16" OR ENGINEER OF RECORD
BE S AM
LO F X P L
P F
A
IN
BEAM "B" "N" "SI" "S2" 2. TOTAL NUMBER OF SCREWS PER JOINT RECEIVING (2) #14 (B)-1/4" 0 X 2" LAG SCREWS IG
X 3/4" SMS (typ) EA. SIDE
EQUALS 4 TIMES "B", CHANNEL (4) #14 X 3/4" SMS INTO GUTTER INTO WOOD (I" MIN SPACING) SLOPED OR FLAT David W. Smith P.E.
2X4 12 4 3 T T 2" 3. 3, PLATE WIDTH SHALL BE DETERMINED EXCESS BEAM (2) #14 X 2" SCREW FASTENING ANGLE (TYR 2 LOCATIONS) ROOF BEAM (SEE FLORIDA LICENSE NUMBER: 53608
i 1'l M ANGLE OF BEAM AND MIN. SPACES MAY BE TRIMMED TO 1" X 2" SNAP (typ EACH SIDE) SHEET S-2 FOR SIZE)
2X5 12 4 3/4' REQUIRED. BEAM "B,- NOTES:
I 2"X2"X 0.12S" ANGLE Thomas L. Hanson P.E.
2X6 16 S ill 1 4, GUSSET PLATES MAYBE INTERNAL OR NOTES: L THE MINIMUM EDGE
M
2x4 1 S 0 M EA. SIDE OF BEAM
2X7 20 6 11, EXTERNAL. 1. FASCIA SHALL BE SECURED TO RAFTER TAIL WITH (1) -1/4" 0 X 4" LAG SCREW DISTANCE IS 3�" FOR MASONRY FLORIDA LICENSE NUMBER: 38654
S, INTERNAL SCREWS FOR PURLIN PRIOR TO GUTTER INSTALLATION, 2xS 2 STRUCTURES. EXISTING COST STRUCTURE
2X8 1 24 1 7 1 1 4 1 CONNECTION MAY BE INCLUDED IN 2, A 7" GUTTER MAY BE USED PROVIDED STRAP LENGTH IS INCREASED 2" IN — — 2, IF A RECEIVING CHANNEL IS (CONCRETE, GROUT FILLED Myron Max Neal P.E.
ill 1 3,, TOTAL OF SCREWS. LENGTH, 2x6 2 USED, USE TWICE THE NUMBER CMU OR WOOD)
2X9 24 7 1 "B" ANCHORS INTO THE HOST FLORIDA LICENSE NUMBER: 86663
8 6. GABLE SPLICE HAVE THE SAME PATTERN. 1 HOST STRUCTURE SHALL HAVE 2X4 ROOF TRUSSES (MIN) @ 24" O.C. (MAX) WITH 2x7 3 STRUCTURE, ALL MINIMUM
2X10 28 1" 14" TMINIMUM EDGE DISTANCE REQUIRED 1/2" 2l-0" OVERHANG (MAX) FOR PRIMARY BEAM TO GUTTER CONNECTION, 2x8 3 SPACING SHALL BE APPLICABLE,
OPTION #1 2x9 3 OPTION #2 Y'Joel Falardeau P.E.
BEAM SPLICE GUSSET DETAIL TYPICAL BEAM TO GUTTER & BRACKET CONNECTION DETAIL BEAM TO HOST TO CONNECTION DETAIL �,LORIDA LICENSE NUMBER: 70667
�S-3 N.T.S. —2x10 �S-3 J SCALENT5
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
EDGE MEMBER Zephyrhills, fl. 33S42
SELF -MATING BEAM Phone: (813)788-5314
1-1/2l'X 0,0625" PLATE (12) - #12 X I" SCREWS OR PURLIN (2) #10X4'l SMS INTO SCREW SHALL BE NOTCHED Fax: 1-(866)-824-7894
(TOP OR BOTTOM) 6 �'SPACING BOSSES FOR EDGE MEMBERS FOR UPRIGHT Email: erb@fbcplans.com
FOR SLOPED BEAMS, Website: vvww.fbcplans.com
MAINTAIN ALL SCREW SPACING COA, - #29054
2" X 2" EDGE BEAM FROM EDGE OF BEAM
PURLIN DATE: 01-2S-2022
-- — ---------------- — 2" x 2" SNAP EAVE RAIL SECTION DRAWN BY: DRAYTON
(2) #10 X 3" SMS INTO
(UNLESS OTHERWISE SHOWN
I" X 2" FASTENED TO COLUMN SCREW BOSSES CONNECTING 0 O�0625" 6063-T6 FLAT PLATE ON S-2) - ATTACHED TO BEAM W/
WITH (2) #10 X 1-1/2" SKIS EDGE BEAM TO PURLIN 0 (2) 1OX 1-1 2" INTO SCREW_ 00 REVISION: DATE:
DIAGONAL 0 0 0 W/ (12)#I.OX3/4" SMS 100
INTO SCREW BOSSES FOR 0 (MIM 1/2" EDGE DISTANCE) BOSS
MEMBER 00 RO 1
SMB OR SNAP COLUMN
BOTTOM
00 RO 2
" PLATE
FASTENED COLUMN '12 J)" -S# PA' F1
H /2" SMS
S
1 4
T - To C
) # 1 X 1-1
;CREW BOSSES ED
3 OR SNAP
,,D 00
R03
COLUMN
1" X 2" SNAP 0
OLUMN
1" X 2" SNAP EDGE MEMBER Job# 22011009
OR PURLIN
PROJECT ADDRESS:
4" (MIN) UPRIGHT RESIDENCE
39187 9TH AVE,
—/
NOTE: A RECEIVING CHANNEL (1/16" (12) #14X 3/4" SCR EWS
ZEPHYRHILLS, FL
THICKNESS) WITH (4) #10 X 3/4" SMS AT EACH Af---
CONNECTION MAY BE USED IN PLACE OF THE i CONTRACTOR:
(2) #10 X 3" SCREW BOSS CONNECTION. NOTE: (10) #14X 3/4" SMS MAYBE USED FOR 2X4SMB BEAM CONNECTION HARTSHORN CUSTOM CONT.
8813 VENTURE COVE
ROOF BRACING CONNECTION DETAIL TAMPA, FL 33637
SCALE: N,rS, D UPRIGHT TO BEAM CONNECTION - ALI, WIND ZONES www.hcccscreens.com
C SLOPED OR FLAT PURLIN UPRIGHT DETAIL SCALE:
SCALE:NTS �S-3
�S-3 DETAILS
1� S-3
SECONDARY ANGLE MIN
IL125' THICK (NOT UPRIGHT (4) #10 X 3/4" SMS
REQUIRED FOR 2X3 FASTENING SECONDARY
MEMBER) ANGLETO COLUMN (TYP
PRIMARY2"X2" EACH SIDE)
X0,125"ANGLE 5' Itv
(2) #10 X 3/4" SMS FASTENING (AI��/08RO CONCRETE SCREW NOTE: WHEN USING OPTION #2
B MIN,, A 1�
e" P
COLUMN TO PRIMARY ANGLE— INTOSECONDARY CONNECTION CABLE MUST BE
(TYP EACH SIDE) 0 ANGLETTYP EACH SIDE) (SEE
I" X 2" BASE MEMBER 0 TABLE) WITHIN 6" OF CORNER OR
(TYP EACH SIDE) 0 PAVERS PRIMARY MEMBER.
__-1/8" ALUMINUM V�'
(1) - 3/9� 0 CONCRETE SCREW 1" X 2" X 1/8" ANGLE
PLATE @ 45'
ANCHOR INTO PRIMARY (4) #12 X 3/4" SMS TO ANGLE W/ 1"
(TYP ANGLE AND (P 1/4" 0 CONCRETE ANCHOR SPA 0 BREAK @ 90' W/
SCREW ANCHOR @ 00
— W-1
(MIN) (TYP)(SEE TABLE) 5/16" EYE BOLT
24" D.C. BETWEEN COLUMNS
(TYP EACH SIDE) OPTION #1 OPTION #2 W/ LOCK NUT &
-;4-3"(MIN) �--2-3/4` MIN. EMBEDMENT 1/8" DIA. STAINLESS WASHER EA SIDE
OR SECONDARY ANGLE MIN (4)#10 x 1 Y2" SMS RECEIVING CHANNEL STEEL CABLE (9) #14 X 3/4 SMS
(4) #10 X 3/4" SMS @111 D.C.
FASTENING SECONDARY ol 25" THICK (NOT INTO SCREW OR ANGLE EA. SIDE (typ) F-7 fu
UPRIGHT REQUIREDFOR2X3
EACH SIDE) MEMBER) STEEL EYE BOLT
ANGLE TO COLUMN TYP A BOSSES (.0625" THICKNESS) 3/8" WELDED STAINLESS OPTION #3
PRIMARY 2" X 2" 1/ 1 (8) #14 X 3/4 SMS
X 0,125" ANGLE ---------- ------------ z
NN -3/8"0 CONCRETE SCREW (2) #10 X 3/4' SMS FASTENING
ANCHOR INTO SECONDARY --COLUMN TO PRIMARY ANGLE Side View
ANGLE(TYP EACH SIDE) (SEE (TYR EACH SIDE) (MIN) WASHER PROF 0 SEAL
TABLE) 0 V, X 21, NUT
BASE MEMBER
(TYP EACH SIDE) ENGINEER OF RECORD
ANCHOR SPA (1) - 3/8' 0 CONCRETE SCREW 2"X2" OR 2"X3" \_(2) #10x 3/4" SMS
ANCHOR INTO PRIMARY PURLIN OR GIRT
(MIN) (TYP)(SEE TABLE�ANGLE AND @ 1/4"0 CONCRETE (typ) EA, LEG) — - — ---------__-
3" David W. Smith P.E.
fMIN SCREWANCHOR9 (TOTAL 8 SCREWS EA, FLORIDA LICENSE NUMBER: 53608
2-3/4" MIN. EMBEDMENT 24" O.C, BETWEEN COLUMNS CONNECTION) To]2 View oil 3/8' 0 ADJUSTABLE EYE
3/8" 0 NOTES: (TYP EACH SIDE) BOLT FOR CABLE TENSION Thomas L. Hanson P.E.
Concrete Screw 1. NUMBER OF ANCHORS"B" IS EACH SIDE INTO THE SECONDARY
Column Anchor ANGLE AND DOES NOT INCLUDE THEANCHOR INTO THE IKE. OPTION #2 1 /8" 0 STAINLESS FLORIDA LICENSE NUMBER: 38654
UPRIGHT I REQ
UIRED '9) N�4XI/41.S
BOSSES
C
WASHER UT
AN
X2 0
'F R2 "X3"
P Ll 0 T
UR N R GIRt
Size Min. Spa 2. MINIMUM EMBEDMENT OFANCHORS INTO CONCRETE FOOTING STEEL CABLE
B SHALL BE 2-3/4" ATAT ALL UPRIGHT LOCATIONS.ALL SCREW PURLIN OR GIRT TO BEAM OR POST DETAIL
2x3 0 91
LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT SCALE:NTS i Myron Max Neal P.E.
2x4 _T_ 31, LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING �S-4 j
2Y,5 1 1 WHEN A PAVER DECK IS PRESENT. PERIMETER FRAMING
FLORIDA LICENSE NUMBER: 86663
2x6 1 4' 3, CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED 2`X2`X 1/8'EXTRUDED ANGLE
2x7 ti, HEADS) LDT 3/8" 0 STAINLESS STEEL CONCRETE SCREW. OTHER SIZE ON 41' ANGLE
X8 _7 OR TYPE OF ANCHORS SHALL NOT BE USED. Side View
g2x8 2 -- OPTION #1
9 — 4 2X3W/ 112 CORNER POST SHALL REQUIRE SAME BASE �joel Falardeau P.E.
. WHEN CONNECTING TO WOOD USE IDENTICAL SIZED WOOD LAG.
2x9 2 4" CONNECTIONS AS 2X4 SHOWN IN TABLE.
2x1O _7 —5' 5 CABLE CONNECTION AT CORNER 'FLORIDA LICENSE NUMBER: 70667
6.2X2 MEMBERUSES PRIMARYCONCRETE CONNECTION ONLY. �S-4) SCALE: PITS
�G 2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Erik Stuart P.E.
S-4 I SCALE:NTS FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
OPTION #1 - A-36 STEEL Services, Inc.
CLIP (OR EQUIVALENT) 6272 Abbott Station Drive Unit 101
DOUBLE COMPRESSION MAY BY PLACED ON TOP OF 3" RECEIVING CHANNEL OPTION #3 MOUNT RECEIVING CHANNEL Zephyrhills, fl. 33542
SLEEVES DECK W/ (2) 3/8`13" W/(2)#12 X 1" SMS
MS DIRECTLEY TO FASCIA WITH (2) 114" LAGS
SLEEVE ANCHOR 1-1/4" NEOPRENE WASHER CID 24" O.C. Phone: (813)788-5314
,,
12" O.C. FASTENING CHANNEL Fax: 1-(866)-824-7894
TO GUTTER& (1) 410x1" SMS8" #10 SMS W/1"0 NEO-WASHERS @ 8" D.C. Email: erb@fbcplans.com
2500 PSI CONCRETE WITH O.C. TOP & BOTTOM TYP. (USE SCREW LENGTH EQUAL TO COMPOSITE
Website: wvvw.fbcplans.com
WELDED WIRE OR PANEL THICKNESS PLUS 1") C.O.A. - #29054
FIBERMENH < .....................
COMPOSITE ROOF DATE: 01-25-2022
--------- ----- --
% 1
4! PANEL
OPTION #1 ROOF GUTTER FACE
1-1/2" MIN. DRAWN BY: DRAYTON
3" RECEIVING CHANNEL W/ (2) 1/4' X 2 1/2" MIN.
(4)#14 X 7" SMS,1-1/4" NEOPRENE
OPTION 41 LAG SCREWS PER 2xH EDGE/END BEAM
WASHER PER PANEL BRACKET & (1) 12" O.C. (SEE SHEET S-2 FOR SIZE) REVISION: DATE:
2500 PSI CONCRETE W1 n
WELDED WIRE OR RO 1
TOPOF FIBERMESH 7 _'7 7:-* RO 2
CONCRETE n;; Z;; :: L; 7;; a:;
(4) #10 x 1-1/2" S.M.S. (4) #10 x 1-1/2" S.M.S. RO 3
INTO SCREW BOSS INTO SCREW BOSS
I'X 5" OR 7" XT' WIDTH EXTRUDED
"L" -PTIOPB T C-L
1/8;, STAINLESS GUTTER BRACKET(THICKNESS OF LEG @ SMS INTO BOSSES AND job# 22011009
STEEL CABLE LAG SCREW SHALL BE ILI25" MIN. LONG
OPTIONAL I" X 2'* FASTENED
LEG SHALL BE 0,072" MIPN@ 24" 0,C. MAX TO COLUMN WITH (2) #10 X 2" PROJECT ADDRESS:
W/ (4)41OX3/4` SMS V SPACING INTO
< GUTTER LIP & (4) INTO FRONT OF CUTTER LL- RESIDENCE
FASTENED TO EDGE BEAM WITH
2xH SMB/SNAP (1) #10 X 1-1/2" SMS WITHIN 6' 39187 9TH AVE,
1-1/4" X 7-1/4"x 1/8" SUPER GUTTER (SEE SHEET S-2 FOR SIZE) OF COLUMN AND IN 12" D.C. MAX. ZEPHYRHILLS, FL
ALUMINUM FLAT BAR W/ lj r11 THE HOST STRUCTURE
(2) 3/8 °O X CONCRETE SHALL HAVE AT LEAST A
2"X4" FASCIA AND ROOF rS_2'ROOF PANEL TO SMB POST TO EDGE /END BEAM CONNECTION DETAIL CONTRACTOR:
SCREWS (MIN 3-3/4" OPTION #2 OPTION 92 ROOF ON GUTTER LIP TRUSS SYSTEM.
EMBEDMENT) CONTRACTOR SHALL VERIFY SCALE:NTS HARTSHORN CUSTOM CONT.
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN THIS AND IF SMALLER -
DO 3/8" 0 SCREW ANCHORS WITH AN ALLOWABLE SHEAR CAPACITY CONTRACTOR SHALL BRING 8813 VENTURE COVE
OF B80 LEE. W/ EDGE DISTANCE AND SPACING SHOWN. STRUCTURE UP TO A 2"X4" TAMPA, FL 33637
FASCIA AND ENSURE LESS
THAN A 2'-0" OVERHANG. www.hcccscreens.com
rjZCABLE TO FOUNDATION CONNECTION DETAIL rB '), OPTION# NTS TAIL DETAILS
SCALE:NTS S-4 SCALE:
�S-4
L
HINGE LOCATION—
GRADE __T
1" x 2" x 0.045" OPEN BACK
f
W/ (1)#10X 2-1/2" EA SIDE
2" x 2" ExTRUSION—, " �'EXTRUSION
2x 2
THRU ANGLE & 3"
#10 X 3/4" SMS I" NEOPRENE
UNLESS OTHERWISE ____'_UNLESS OTHERWISE
(1)#SREBAR CONTINUOUS W/ 25"
8"
C-CHANNEL & (1)#IOX
WASHER @ 24" D.C. TOP & BOTTOM
SHOWN ON S-2
SHOWN ON S-2
G
OVERLAP AT ALL JOINTS ON 3"
;j
2-1/2" @ 24" D.C.
[-ATTACHING C-CHANNEL TO
HINGE LOCATION—, DOOR
CHAIRS
_01"I"A"
COMPOSITE ROOF
OPTIONAL
u H =H. H'_"
PURLIN 0 0
SLOPED/
FLAT 0
COMPOSITE
PROFE 10 EN IN S
ROOF PANEL
NOTES FOR ALL FOUNDATION TYPES
ENGINEER OF RECORD
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
2" x 2" x 0.0625" ALUMINUMj
HINGE LOCATION
BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE
David W. Smith P.E.
ANGLE w/ (4) #10 x 3/4" SMS
INTO PURLIN ON EA SIDE
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING
FLORIDA LICENSE NUMBER: 53608
OF CONCRETE.
1 THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND
Thomas L. Hanson P.E.
COMPACTED PRIOR TO POURING OF ANY CONCRETE.
PURLIN TO C-CHANNEL
ATTACHMENT DETAIL
/-D '\TYPICAL SCREEN DOOR CONNECTION DETAIL
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
FLORIDA LICENSE NUMBER: 38654
S-5 SCALE:NTS
PN.T.S.
Myron MaxNeal.E.K
TYPE 11 MONOLITHIC SLAB/ FOOTING
SCALE: N.T.S.
FLORIDA LICENSE NUMBER: 86663
Joel Falardeau P.E.
LORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills, fl. 33542
Phone: (813)788-5314
Fax: l.-(866)-824-7894
Email: erb@fbcplans.com
Website: www1boplans.com
C.O.A. - #29054
DATE: 01-25-2022
DRAWN BY: DRAYTON
REVISION: DATE:
RO 1
RO 2
R03
Job# 22011009
PROJECT ADDRESS:
RESIDENCE
39187 9TH AVE,
ZEPHYRHILLS, FL
CONTRACTOR:
HARTSHORN CUSTOM CONT.
8813 VENTURE COVE
TAMPA, FL 33637
www.hcccscreens,com
DETAILS
S-5