HomeMy WebLinkAbout18-19933 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 199
r BUILDING PERMIT
PERMIT INFORMATION - LOCATION INFORMATION
Permit Number: 19933 Address: 37613 LANDIS AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0090-00000-0830
Improv. Cost: 1,248.00 OWNER INFORMATION
Date Issued: 7/13/2018 Name: GOLDSTEIN EDWARD & EILEEN
Total Fees: 75.00 Address: 37613 LANDIS AVE
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33541-9310
Date Paid: 7/13/2018 Phone: (813)322-3543
Work Desc: PATIO COVER INSTALLATION 16 X 12
CONTRACTORS APPLICATION FEES
SUN STATE ALUMINUM INC BUILDING FEE 75.00
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CM 4 c-t��
Ins ections Re uir
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications 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.
C \
CONT T R SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-B13-780-0021
Building Department ��r (�`�v►
Date Received Phone Contact for Permitting 2 L
i
Owner's Name Owner Phone Number
R
Owner's Address613 6aildi< Owner Phone Number
Fee Simple Titleholder Name r Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS _'' i S //'� �y LOT# I
SUBDIVISIONFi� (Jl T PARCEL ID# —12 —a r U070— 0 ego
me 0'e- (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e �LT SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q-f FRAME = STEEL =
DESCRIPTION OF WORK �( L Lr
BUILDING SIZE SQ FOOTAGE
rT� HEIGHT
TI�E��Tr�i�F f��7"P'1`�i �PrPY`PTP9T PTP9'9"ITP'P'➢�I�i®PTr—l"P�PSTITrT'�i"1"F�FTITr'PT
BUILDING 4 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ / AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �/( / ✓
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER
SIGN R REGISTERED SY/ N I FEE CURREN I Y/N
n rr�Address S h I License# I ek fee
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111I111111
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,Stonnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge 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 onsile,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:ons:
FlII 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
.,. ..,.. .1 ._.... .. :.�[�' .. ' ., .rho`..•t u.
(ContractPage No. of Pages
SUN STATE ALUMINUM, INC.
6154 Fort King Rd.
ZEPHYRHILLS, FL 33542
(813) 788-7308
SUBMITTED TO � PHONE tj'E,
STREEyT, � �� _B NAME
CITY,STATE a d ZIP CODE ` q` JOB LOCATION �^� ��q�y •''may ,y
ARCHITECT S ® DATE OF PLANS gJOB PHONE
We hereby submit specifications and estimates for:
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..................._................_........................................................................................... ...... ..... ................................................................._..................................................................:..........................._...._._..............................._._._.__._..
........................................__.................................................................... .. ......................................._.............. ::.....:..........:..............................._.................................................._........._....................................................................................
..........._......._.............::....._..........................................._.............................................................................................................................................................................................................................................................. ................................................._----_-----..
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........................................................................................................................_........... ... . ................................................................................................._....................................................._._._............................. ...............................
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�' E Ch1tt1 Ct hereby totifurni h aterial and labor—complete in"'accorda c with-aboov specifications`, for thee serum of:
. _ �� ``� `� -✓ �; �``�
Payment-to'be made a's,follows.
All unpaid balances subject to 1.5%monthly interest fee.
All material is guaranteed to be as specified:,All work to be completed in a workmanlike
manner according to standard practices.Any alteration or deviation from above specific�ations Sred
involving extra costs will be executed only upon written orders,and will beco�an9extra�- g�tnatU
charge over and above the estimate. All agreements contingent uponostnkesccidents
or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. Note:-This proposal may tfe--
Our workers are fully covered by Workman's Compensation Insurance. wfthd{ wn.by_,us iif.not-accept�ithin days.
All
acceptance Of Contract—The above prices,specifications � f
and conditions are satisfactory and are hereby accepted. You are authorized Signature6r�`, ✓�
to do the work as specified. Payment will be made as outlined above. f t
Date of Acceptance: Signature
Pasco County Property Appraiser -Map Page 1 of 1
Pasco County, Florida
Section 34, Township 25, Range 21, 2.5 miles NNW of Zephyrhills
Prepared by the Office of Gary Joiner, Pasco County Property Appraiser.
Map Created on 6/20/2018 at 2:54:36 PM.
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site: 33 W3 Zgd,sA�
Permit Type: Are) C� 6•/6 X � 2—
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
J
Kalvin Switz Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
1 HEREBY ffiT�TjY'Tj1AT I HAVE REVIEWED
l TH �144ddtftj TO BE IN
General Notes 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR �yo ND FBC 6TH
��[
A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTEDD�O ® ¢ ,KTA8D� C6TING
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. •pm\C E NS+ ••• /� #'
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 w Q •
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT r No.53608 •
7. � • •
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a)
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. THROUGH(a)(2)(iv),iv,SO THAT THE DISTANCE TO EXIT DIRECTLY i •
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT • • p ••��`�j�
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLEi`
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT CS isaa•w•
STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS •, sI ti k t 4
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105. II! +' •
SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
1 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES PROFESSIONAL ENGINEER SEAL
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. ENGINEER OF RECORD:
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E.
FOLLOWING: G-185.
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER:53608
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2"
3/4". UNLESS NOTED OTHER WISE DESCRIPTION: PATIO COVER
AIR ENTRAINING+/-1%-ASTM C 260.
WATER REDUCING AGENT-ASTMC494. Tomas L. Hanson
E.REFERENCE STANDARDS:
CLEAN POTABLE WATER. ASTM E119 119 DESIGN DATA: FLORIDA LICENSE NUMBER:38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM35,AND SPEC FOR ALUMINUM PART 1-A,&1-B NOMINAL DESIGN WIND SPEED Vasd: 110 MPH Mark Ronald Dunn,Jr. P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 2. RISK CATEGORY: I
RECOMMENDATIONS. ASTM C150 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:73968
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 4. INTERNAL COEFFICIENT: +/-0.00
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 5. WIND LOADS:
SPALLING OR OTHER DETERIORATION. ASTM A185 SOLID ROOF(MWFRS): 20 PSF Joel FLORIDALICENSE
NUMBER:P.E.
FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) 6"X6"-#10WWM OR 3000 PSI FIBERMESH DA LICENSE 70667
6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/
B.MASONRY: 6TH EDITION
i.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE
CURRENT ALUMINUM DESIGN MANUAL Erik Stuart P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR. F.ABBREVIATIONS: 7. SOLID ROOF TYPE: 3"x12"x.030"ALUM.RISER PANS,FL 22840 OR EQUIV. FLORIDA LICENSE NUMBER 77605
2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT FBC Plans &Engineering
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Services,Inc.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR 6272 Abbott Station Drive Unit 101
HEIGHT. 3. UON--UNLESS OTHERWISE NOTED HOLLOW SECTIONS Zephyrhills,fl.33542
4.CONT--CONTINUOUS Phone:(813)788-5314
C.ALUMINUM: 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.044" Fax:1-(866)-824-7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Website:www.fbcplans.com
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" C.O.A.-#29054
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" DATE:06/21/2018
0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050" REVIEW DRAWN BY: MARK DUNN SR.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DATEZ-4-
SPECIFICATIONS r i
CITY OF ZEPHYR
FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD REVISION: DATE:
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. OPEN BACK SECTIONS PLAN EXAM �$
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" ,AMINER RO 1
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"x 3"x 0.045"
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 2
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS RO 3
ALUMINUM). MANUFACTURER 2 x 2 Snap:----------------------------------2'x 2"x 0.045"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E IN ACCORDANCE WITH STANDARD 2 x 3 Snap:---------------------------------2"x 3"x 0.050" RO 4
2 x 4 Snap:---------------------------------2"x 4"x 0.045"
SEPARATION. WORK SHALL COMPLY WITH PREVAILING JOB NAME &ADDRESS:
ENGINEERING PRACTICES.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN SMS 6"FROM THE ENDS AND E T . CENTER,IF H.MISCELLANEOUS: SELF MATING(SMB) ODES FLORIDA BUILDING
USING#12 SPACING MAYBE 24"ON CENTER.
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" CODE,
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" TIDNAL ELECTRIC CODE, GOLDSTEIN
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" D THE CITYOF ZEPHYRHILLS 37613 LANDIS AVE.
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 x 7 SMB: 2"x 7"x 0.057"x 0.120" INANCES
VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL ZEPHYRHILLS,FL 33541
D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
t. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" CONTRACTOR:
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FBC 6TH EDITION
WITH ACQ PRESSURE TREATED WOOD. R 4501.17.1 IN ITS ENTIRETY. SUNSTATE ALUMINUM
3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD CONTRACTOR.
FLAT WASHERS AND NUTS. 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST.
ENGINEERS
HOT DIPPED GALVANIZED.
NOTES
I HEREBY CERTIFY THAT I HAVE REVIEWED
c Pal$ C 'ItR j1D BE IN
xJ71 ! 10 AND FBC 6TH
EXIST.WOOD I SIr 'I� /XISTING
I
FRAME SHED ,� \,��ENSF •S' A .
I aS S
I ., . No. •
t I •
1 1
j I t o
EXIST.
PROFESSIONAL ENGINEER SEAL
_ ! PROPOSED MOBIHOME ENGINEER OF RECORD:
PATIO COVER L David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
I I
I I
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
I I t I
3x3x.093 TYP.
I I Mark Ronald Dunn,Jr. P.E.
I 1
- - - - - -- - - FLORIDA LICENSE NUMBER:73968
- -2x4 EDGE SMB -
— — — — — Joel Falardeau P.E.
16'-p„ FLORIDA LICENSE NUMBER:70667
PLAN VIEW Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans&Engineering
Services,Inc.
NEW ROOF TO ATTACH
6272 Abbott Station Drive Unit 101
TO EXIST.SHED WALL PROPOSED 3"x12"x.030"ALUM.RISER Phone(813)788 5314
UNDER EXIST.O.H. PAN ROOF,FL 22840 OR EQUIV. Fax:1-(866)-8247894
Website:www.fbcplans.com
C.O.A.-#29054
2x4 EDGE SMB DATE:06/21/2018
DRAWN BY: MARK DUNN SR.
REVISION: DATE:
2x4 EDGE SMB RO 1
RO 2
EXIST.WOOD , I EXIST. RO 3
FRAME SHED a MOBILE RO 4
PROPOSED HOME
PATIO COVER c ox PROPOSED
M x PATIO COVER x JOB NAME &ADDRESS:
GOLDSTEIN
37613 LANDIS AVE.
ZEPHYRHILLS,FL 33541
CONTRACTOR:
—J: _���A..i—_—.ss—_a_i.:—`�_:+:..i_�'�� '�.xe_��..y'r�.'+�L• .�.-�rY t^l �1 SSA-ij.+ 4!_-- A
--- •..>1J1�---•--�.--�r� 3�Lr�♦ ♦'fir' •��
12'-0" EXIST.4"SLAB Il, 8'_O" 8'-0" SUNSTATE ALUMINUM
w/8x8 FOOTER 16'-0"
REAR ELEVATION
LEFT SIDE ELEVATION
PLANS & ELEVATIONS
S.M.B. DEPTH S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
'H' WALL 'T' 'N' SIZE CAPACITY C0MPLIA'{� �WVjiT SCE 7-10 AND FBC 6TH
4' .045' .06' (2) 3/B' BOLTS, NUTS, WASHERS 1,720 LBS ED! ttI ElIDEl iii EXISTING
5' .050' .06' (2) 3/8' BOLTS, NUTS WASHERS 2,550 LBS `ED L T O N�'���'
6' .050' .06' (3) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS
7' .055' .06' (3) 3/8' BOLTS, NUTS, WASHERS 3,500 LBS •'••••°°•• S
7' .055' .09' (3) 3/8' BOLTS NUTS, WASHERS 3,600 LB J �\ +EN S •• �/�
7 .055' .125' (3) 3/8' BOLTS, NUTS WASHERS 4,500 L Q';
•072' .06' (4) 3/8' BOLTS, NUTS WASHERS $500 LBS : ; a
8' .072' .09' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 L •
.072' 1 (4) 3/8' BOLTS NUTS WASHERS •
9' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 L
EXIST.3"CO 9' 072' 09' (4) 3/8' BOLTS, NUTS, WASHERS 8900 LB 6' : OF
MPOSITE .082' .125' (4) 3/8' BOLTS, NUTS, WASHERS 9.500 LB '
((/
PANEL ROOF 092 .125' (4) 3/8' BOLTS, NUTS WASHERS
BO •°•°4 0 �•'•� \` �``
� NOTES OTHER LT SIZES AND QUANTITIES MAY BE USED PER °j••
SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED
EXIST.DBL.2x I 3"ALUM.RISER �ItUtl( INEER SEAL
TOP PLATE I`--- PAN ROOF ENGINEER OF RECORD:
ATTACH PANS TO HEADER CHANNEL #10X314"TEK SCREW AND David W. Smith P.E.
EXIST.WOOD I = W/(4)#10X3/4"TEKS PER PAN 1-1/4"0 NEO-PRENE WASHER FLORIDA LICENSE NUMBER:53608
FRAME SHED I U) (BOTTOM OR BACK OF PAN) 4 PER PAN AT ALL BEAMS
Z
Ui
PROPOSED AND 8"O.C.AT RAKE
PATIO COVER 3"X 12"ALUM. Thomas L. Hanson P.E.
I X LL RISER PAN ROOF
w 0 FASTEN HEADER CHANNEL TO EXIST.DBL. FLORIDA LICENSE NUMBER:38654
OO 2x WITH 1/4"X 2"LAG SCREWS @ 24"O.C.,
2 ROWS STAGGERED. Mark Ronald Dunn,Jr. P.E.
2X SMB PER PLAN
FLORIDA LICENSE NUMBER:73968
CONNECTION W/(N)PER CHART
ALUM. RISER PAN ROOF TO SHED 3/8"THRUI BOLTS,WASHERS AND NUTS Joel Falardeau P.E.
CORROSION RESISTANT TYPICAL
WALL CONNECTION DETAIL NALUMINUM POST!COLUMN PER PLAN FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
ROOF, POST AND BEAM CONNECTION DETAIL
FBC Plans&Engineering
Services,Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
C.O.A.-#29054
DATE:06/21/2018
DRAWN BY: MARK DUNN SR.
NOTE:
3"X 12"ALUM. TOP VIEW
RISER PAN ROOF (1)1/2"0 LDT CONCRETE SCREW MINIMUM EMBEDMENT OF ANCHORS INTO REVISION: DATE:
11 1 WITH 2-3/4"EMBEDMENT CONCRETE FOOTING SHALL BE 2-3/4"AT ALL RO 1
(MIN.EDGE DISTANCE 3") POST LOCATIONS.ALL SCREW LENGTHS AT
PER OUTER FLANGE �S rya POST CONNECTIONS SHALL BE OF SUFFICIENT RO 2
RISER PAN ATTACHED LENGTH FOR REQUIRED EMBEDMENT INTO
TO RECEMNG CHANNEL W/#10 X 3/4" CONCRETE WHEN A PAVER DECK IS PRESENT. RO 3
(2)3/8"0 MACHINE BOLTS
WASHER/SEAL HEAD SCREW Q 8"O.C. WITH WASHERS OR ALUM.SQUARE COLUMN/POST RO 4
7ALUMINUM
(4)#14 X 3/4"SMS EACH SIDE
---- --- j HOST 2"X 2"X 0.125"ANGLE EXTERNAL
(1)1/2"0 LDT CONCRETE SCREW OR EQUIVALENT POST BASE JOB NAME &ADDRESS:
PATIO I FASTEN RECEMNG CHANNEL TO STRUCTURAL WITH 2-3/4"EMBEDMENT OPTION#2:
COVER 1 WALL MEMBER OR LEDGER BOARD WITH (MIN.EDGE DISTANCE 3") FOR INTERNAL FASTENING(4)3/8"0 GOLDSTEIN
1 1/4"X 2-1/2"LAG SCREWS @ 18"O.C.,2 ROWS. PER OUTER FLANGE CONCRETE SCREW WITH 2-3/4"EMBEDMENT
(MIN.EDGE DISTANCE 3"AND MIN.SPACING 2") 37613 LANDIS AVE.
ZEPHYRHILLS,FL 33541
GABLED RISER PAN ROOF TO � jj
.�: :�` CONTRACTOR:
STRUCTURAL WALL MEMBER "'
SUNSTATE ALUMINUM
FRONT VIEW
3x3 POST CONNECTION DETAIL
PATIO COVER
DETAILS