HomeMy WebLinkAbout18-19935 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 19935
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 19935 Address: 5825 19TH ST
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: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-07600-0010
Improv. Cost: 4,800.00 OWNER INFORMATION
Date Issued: 7/13/2018 Name: QUESENBERY JUDITH
Total Fees: 97.50 Address: 5825 19TH ST
Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542-4438
Date Paid: 7/13/2018 Phone: (813)997-3177
Work Desc: INSTALLATION SCREEN RM W/CONCRETE
CONTRACTORS APPLICATION FEES
SUNSTATE ALUMINUM INC BUILDING FEE 97.50
Ins ections Required
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.
A&Z &__ ��
CONtR,<CtdR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - B HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
l+n Plans s/
Eftg
& IIIlIIlillll!!1lIll!!IIlIll ll!!(IIIIIlllllllllllllll—Illlllll�
�"lorida ' itteering '
6272 Abbott Station Dr. 2018110098
wilding Unr{tot
de Zepfrjrhitls,F133542 Rept:1970081 Ree: 10.00
Permit No. Parcel ID No . DS: 0.00 IT: 0.00
06/29/2018 D. B., Dpty Clerk
/ NOTICE OF COMMENCEMENT
State of FAO/', A A, County of SGJ
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,
the following information is provided in this Notice of Commencement:
1. Description of Property: Parcel identification No. ll o?G .2/' Gbt G - (��G UD ' 00 f t)
Street Address: .T(Fa2.." ��l�tc�il�. PAti 115 P1. 33S�a
2. General Description of improvement
3. Owner Information or Lessee Information If the Lessee contracted for the improvement:
{y GL`✓t�r1 A u Bscu d Prti
Name
Address /� City State
interest In Property: own e
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address She ur ld rs City State
4. Contractor �L
rp l SNq �t'VIN ✓`� 33 3�3—
Address !t City T State
Contractors Telephone No.: d 3— 7 -73C3 to
6. Surety:
Name
aaru
Addressu'rtE1L,Ph.D.PR-Co CLERd g— — State
Amount of Bond: S @BORs/201 0 g m 1 o f carrarRoLLe,
aK 4 8. LenderPG 1153
_
Name
Address City State
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(i)(a)(7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of____
to receive a copy of the Lienor'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 and final payment to the
contractor,but will be one year from the date of recording unless a different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13 FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDiNG,YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,i declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA °
COUNTY OF PASCO f
Signature qVl6wrier or Less e,or is or L s Aulhodzed
Officer to r/Parmer/Manager
�1 Signatory's TigefOffice
The foregoing Instrument was acknowledged before me this ca day of WC 20LEby �U�17 l7 r_-5 09l ie-C.L1
as (type of authority,e.g.,officer,trustee,attorney in fact)for
(nam of party of whom in�s[ba�tment was,¢xeculed).
Personally Known Ci OR Produced kde Ificatloq7(� 1 � rNoiary slgnature-
L rf✓e%f -1 4e,15-4,,me(Print) ��� / YG7 o k
Type of kdantiflca8an Produced r
ems+ Not"P4rbso Ste*of Ftodds
Nancy J&=M
+�c MYCommissimrGGIM30 '
�1a� EapUes 02HO/022
wpdatalbcs/noticecommencement_pco53o48
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received / f ttll
Phone Contact for Permitting
// m Owner's Name [ �SPa Off/ Owner Phone Number
Owners Address fa f 4 t '� 2�t �� 335 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address / �/^ /
JOB ADDRESS J �1"4 5 L t'�` -32]�F LOT# �rzs4 &`rU--
SUBDIVISION PARCEL ID# 'a 41•oZ 00/0 076.00-QQ 1
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR e ADD/ALT �J SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK
c� J C r �/�_ C6lt-G
BUILDING SIZE (� oZ O SQ FOOTAGE® HEIGHT
T�fTP"Pr�P'r�P�'r"r'-P7"P�"r�TT'1"PPPr1�rsPlTr�i'7"r-v�1Y�Pi Tr'7�I�i�i�I��r'1'9"'P'rt�i 1TP7'-r-
[ BUILDING $�pDo.0 J VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ 3 AMP SERVICE PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ (:�
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
ev
- �
=GAS = ROOFING 0 SPECIALTY = OTHER Q
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO i���9 J✓
•ram-s-+L -I.'P:q- -' • �..-r. :q-L-1- . . . . . t4:..: . . :_;-- '
BUILDER �/a // __ •�j' COMPANY UItS�,4
SIGNATURE /` �C `1 r ' REGISTERED Y/ N FEE CURREK I Y/N
Address `L �f ,L 2 yI[ �S License# I clec 0 5 b s—1-7
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK
Address License#
IIIIIIIIIl111111111111tI11111111I1111111illllllllllllllllll11111111
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 dale. 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.
-6-"4-1.4-1-1-I-F4- F-I�l--1-F-F-F-1-1-1-4-1-d-1-i-t-t -1-I-f-S-1-1--F-1-4•i-{-i-F-Fa-1--t-f-l--f-1-L�l�--f�W-b-6-i-
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$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers . Service Upgrades A/C Fences(PlottSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: iYIG
Date Received:
Site: S6 2S,
Permit Type: M,A-
Approved Who comments:F1 Approved w/the below comments: El Denied w/the below comments: El
This comment sheet shall be kept with the permit and/or-plans.
Kalvin witzer ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
c5:15 ep T
at
E
t
�, A
S
S
t 4'
a i
I
ry I
r
itr S'�1
d
j ALL WORK$HALL COMP f NVITH PREVAILING
CODES FLORIDA BUILDIIv CODE,
NAT40_ `It ELECTRI E,
CITE'OF ZEPHYRFIILLS
ORDI IVCES
i
: s
REVIEW
a IL
CITY OF DATE
/
PLAN E� E RH�� L(hS �
R
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
General NQt@S
5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X S. SCREENING MATERIAL SHALL BE 1BX14X0.013 OR COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RESIDENTIAL AND EXISTING
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILDING
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
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 ��\+ _T(J
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT '► , e®•®••4°••• p/ �j
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) c3® � • 14 S °a• ��
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY
1 IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THATS .
4. oa •
ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S C7 •
TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT •
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY �' •
Q OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE • cl
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 e •(V
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 ° °s `E •((/
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. �
THE REQUIREMENTS OF HUD 3280.105. ..a Q'®
SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR ° FI
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 $ .•
1.01WO
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES I�FE ,K.
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. SCREEN ROOM AND CONCRETE ENGIN .
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. DESIGN DATA:
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. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
AIR ENTRAINING+1-1%-ASTM C 260. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH E Thomas L. Hanson P.E.
WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: 2. RISK CATEGORY: I
CLEAN POTABLE WATER 3. WIND EXPOSURE: B
ASTM E 119 FLORIDA LICENSE NUMBER 38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 4. INTERNAL COEFFICIENT: +/-0.0
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 5. WIND LOADS:
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM3S,AND SPEC.FOR ALUMINUM PART 1-A,&1-B Mark Ronald Dunn,Jr. P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 SOLID ROOF(MWFRS): 20 PSF
RECOMMENDATIONS. ASTM C150 SCREEN WALLS: 23 PSF FLORIDA LICENSE NUMBER:73968
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494
SPALLING OR OTHER DETERIORATION. ASTM A615 Joel Falardeau P.E.
ASTM A185 7. SOLID ROOF TYPE: 3"X12"ALUM.PANS,FL 22840 OR EQUIV.
FLORIDA LICENSE NUMBER:70667
FLORIDA BUILDING CODE(CHAPTERS 16.20 AND 23)
B.MASONRY:
6TH EDITION
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD
CURRENT ALUMINUM DESIGN MANUAL E Erik Stuart P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:77605
TYPE M OR S MORTAR
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 Zephyrhills,fl.33542
4.CONT--CONTINUOUS HOLLOW SECTIONS
5.VIF--VERIFY INFIELD Phone:(813)788-5314
C.ALUMINUM: 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:06/18/2018
0.024"SHALL APPLY. z.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050" DRAWN BY:DENNIS W.DUNN
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. OPEN BACK SECTIONS REVISION: DATE:
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:---------------------------------------1"x 2"x 0.040"
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, RO
INC.WASHINGTON D.C.THE FLORIDA BUDING CODE,6TH CONTRACTOR
4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 2
IL
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. ENGINEERING PRACTICES.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF JOB NAME &ADDRESS:
USING#12 SPACING MAY BE 24"ON CENTER SELF MATING SMB H.MISCELLANEOUS: �)
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" QUESENBERG
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" 5825 19TH STREET
"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"
SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT ZEPHYRHILLS,FL 33542
VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 2 X 7 SMB:-- 2"x 7"x 0.057"x 0.120"
D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
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"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE CONTRACTOR:
WITH ACQ PRESSURE TREATED WOOD. R 4501.17 IN ITS ENTIRETY.
3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD
FLAT WASHERS AND NUTS. CONTRACTOR. SUNSTATE BUILDERS
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. HAVE EPDXY ADHESIVE TO USED FTE OR IF USING GROUT,
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST.
HOT DIPPED GALVANIZED. ENGINEERS
NOTES
1
RECOMMEND ALUMINUM I HEREBY CERTIFY THAT I HAVE REVIEWED
FLASHING INSTALLED (1)#10 X 3/4"TEK SCREW THIS PLAN AND#10 X 3/4"TEK SCREW COMPLIANCE WITH F0UNDA IT TO BE IN
E 7-o AND FBC 6TH
UNDER DRIP EDGE AND 10 NEOPRENE WASHER #10 X 3/4"TEK SCREW EDITION RESIDENTIAL AND EXISTING
I!, AT EACH RIB „ W/1-1/4"NEOPRENE WASHER 3"X 12" BUILDING
EXISTI W/1-1/4"NEOPRENE WASHER 3 X 12
NG ROOF 12"APPROX ALUMINUM FLASHING 4 PER PAN AT EDGE BEAM ALUMINUM RISER PAN ROOF 4 PER PAN AT EDGE BEAM ALUMINUM RISER PAN ROOF
ATTACHED W/#8 X 3/4" AND 8"O.C.AT END BEAM
AND8"O.C.ATENDBEAM
TEK SCREW AND 10 i T 0 N 40 0
NEOPRENE WASHER EDGE/END BEAM EDGE/END BEAM ,� '�,•r••* "�`"•rr��f�®
I AT EACH RIB IS THE SIZE '®a. • G� >� •
IS THE SIZE r• N "� 'S'
AS UPRIGHT .� + �. •
AS UPRIGHT •
q • � 360$ :� r
ALUMINUM p • rte'
RISER PAN ROOF •
FASTEN 1-1/2'1IVX 6"L X 0.125"THK. ; a
STRAP CONNECTING EDGE/END BEAM 2X3 PATIO
2X3 PATIO
® ® ® STA
TO UPRIGHT/COLUMN W/(4)#10 X 3/4" EDGE/END BEAM .s* • Fl P®• °`
BREAK FORM HEADER EDGE I END BEAM
TEK SCREW,TOP AND BOTTOM AT 4 #10 X 4"INTO SCREW BOSS '• C9
EACH CONNECTION POINT AT EACH SIDE II II (4) - �'g ••r er
OR RECEIVING CHANNEL s •, ••
ATTACH ALUM.RISER PAN II II ®�`��
II 2X3 PATIO UPRIGHT BB' a�
v�O ROOF TO HEADER OR CHANNEL 2"X 2"X 0.125"X'BEAM DEPTH' 2X3 PATIO UPRIGHT I I 11 PROFESSIONAf [�1]yHISGSkEL
w= W/(4)#10 X 3/4"TEK SCREW PER PAN ANGLE W/(3)#10 X 3/4"TEK
(BOTTOM OR BACK OF PAN) SCREW,EACH LEG
FASTEN HEADER OR CHANNEL TO OPTION#1 OPTION#2 ENGINEER OF RECORD:
FAATS 24" W/O.C 12 ROWS 2-1/2"ST LAG SRED. ALUMINUM RISER PAN ROOF, POST,AND EDGE/END BEAM David W. Smith P.E.
AT O.C.,2 STAGGERED.
STRIP SEALANT BETWEEN FASCIA CONNECTION DETAIL
AND HEADER OR CHANNEL FLORIDA LICENSE NUMBER:53608
ALUMINUM RISER PAN ROOF Thomas L. Hanson P.E.
CONNECTION AT FASCIA FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn,Jr. P.E.
FLORIDA LICENSE NUMBER:73968
2X2 MIN.
F Joel Falardeau P.E.
OPTION#2 HINGE LOCATION FLORIDA LICENSE NUMBER:70667
ALUMINUM COIL KICK F z F z
PLATE ATTACHED TO 0.062"ALUM.INTERNAL OR X a =g
1X OPEN BACK ALUMINUM MEMBER Erik Stuart P.E.
OPTION#1 EXTERNAL RECEIVING CHANNEL d c a
ALUMINUM W/(1)#10 X 3/4"TEK I W/(4)#10 X 3/4"TEK SCREW D a °a FLORIDA LICENSE NUMBER:77605
POST -------- SCREW @ 8"O.C. I
y (4)#10 X 1-1/2 ( INTO BEAM OR UPRIGHT AND
PER PLAN HINGE LOCATION
_______ __ TEK SCREW INTO I (2)#12 X 3/4"TEK SCREW EACH FBC Plans&Engineering
FASTEN 1X OPEN M SCREW BOSSES I LEG INTO GIRT OR PURLIN
BACK TO ALUMINUM M ( I Services,Inc.
POST W/#10 X 1-1/2" UPRIGHT OR BEAM ________ ________ 6272 Abbott Station Drive Unit 101
TEK SCREW,3"FROM • SNAP OR SELF 2"X2"OR 2"X3" 1 2"X2"OR 2"X3" Zephyrhills,fl.33542
TOP AND BOTTOM ALUMINUM •C0IL MATING OR ________ —_--___-KICKPLATE Phone:(813)788-5314
AND 12"O.C. HINGE LOCATION Fax:1-(866)-824-7894
NOTES: Website:www.tbcplans.com
0.060"ANGLE CLIP
• I UPRIGHT OR BEAM, 1.HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 X 3/4" C.O.A.-#29054
W/(2)#12X3/4"TEK
SNAP OR SELF MATING TEK SCREW MINIMUM.
SCREW EACH LEG
ALUMINUM COIL KICK PLATE OR HOLLOW 2.DOOR SHALL BE ATTACHED TO ENCLOSURE W/(2)HINGES
1X OPEN BACK TO OPTION#3 MINIMUM. DATE:06/18/2018
ALUMINUM POST DETAIL TO ALUMIUM MEMBER 3.HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 X 3/4"
CHAIR RAIL AND GIRT CONNECTIONS TEK SCREW.FASTEN A 1"X2"X0.044"TO UPRIGHT REVISION:
W/#12 X 1-1/2"TEK SCREW @ 12"O.C.AND WITHIN 3"FROM
END OF THE UPRIGHT. RO 1
TYPICAL SCREEN DOOR CONNECTION DETAIL R0 2
R0 3
2X END BEAM 2"X 2"X 0.125"ANGLE R0 4
PER PLAN EXISTING I JOB NAME &ADDRESS:
BLOCK WALL
12"#5 REBAR <0 2X3 13X3
3X3
QUESENBERG
= (2)#10 X 3/4"TEK SCREW
FASTENING COLUMN TO ANGLE Y•
6"EMBEDMENT AND EPDXY COLUMN (TYPICAL EACH SIDE) 9 :
INTO EXISTING SLAB WITH O POST O5825 19TH STREET
6"INTO NEW SLAB,6"FROM oo �''•.•�' �•
c //_1/40 MASONRY ANCHOR v g , ZEPHYRHILLS,FL 33542
EDGES AND 48"O.C.MAX. m (TYPICAL EACH S DE)
W/2"EMBEDMENT MIN.
6"FROM TOP AND
2"X 2"X 1/8"X'BEAM DEPTH' :'1'•'• ': •; (1)3/8"0 CONCRETE SCREW
BOTTOM AND 24"O.C. 4> +:..,, ;;:: •: •' +`'�.,�'-'rc:•r'.,•,,: ANCHOR INTO ANGLE AND 1)#5R EBAR CONTRACTOR:
RECEIVING CHANNEL ;•? •?` :v .•;:c,..;y. CONTINUOUS
W/(1)1/4"O MASONRY ANCHOR •. 1/4"0 CONCRETE SCREW
W/2"EMBEDMENT MIN.INTO ANCHOR AT 24"O.C.BETWEEN SCREEN ROOM FOOTER SUNSTATE BUILDERS
11111 COLUMNS.(TYP EACH SIDE)
WALL AND(4)#10 X 3/4"TEK 1X OR 2X 3"(MIN.) MIN.EMBEDMENT SHALL BE 2-3/4"
SCREW EACH SIDE INTO BEAM PER PLAN CONCRETE ATTACHMENT DETAIL
END BEAM TO HOST STRUCTURE DETAIL COLUMN/ POST SCREEN ROOM
CONCRETE BASE CONNECTION DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
EDITION RESIDENTIAL AND EXISTING
BUILDINGT
ON
��� Vo•sos.ee���.A`�
EXISTING EXISTING I
BLOCK HOME BLOCK HOME I
NO
I ENCLOSED PORCH •
STATE`�Q,•:
°es°a.GYK •a
io Mu' 4'X8' _Z — ! 4 ` ^'Q�4r,
o I X EXISTING —— —— —— — — I — —\ a°t '
ih 2�C3 CONCRETE HOUSE
PROPOSED r OVERHANG PROFESSIONAL ENGINEER SEAL
- - - - - - -- -- SCREEN ROOM 2XS
HOUSE ENGINEER OF RECORD
OVERHANG 2�3 M M i I David W. Smith P.E.
x X X x x I FLORIDA LICENSE NUMBER:53608
----ra---- -e�----�r-�3f3r---ev-----�v----
E.
EXISTING — — — — — — — — — — — FLORID LICENSE NS NUMBonP 54
CONCRETE 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" Mark Ronald Dunn, Jr.
28' KPROPOSED P.E.
12"#5 REBAR, 3"X.024"ALUM.RISER PAN
FLORIDA LICENSE NUMBER:73968
6"EMBEDMENT AND EPDXY @ 48" ROOF FL 22840 OR EQUIV. Joel Falardeau P.E.
O.C.MAX.AND 6"FROM EDGES FLORIDA LICENSE NUMBER:70667
PLAN VIEW
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans&Engineering
Services,Inc.
6272 Abbott Station Drive Unit 101
PROPOSED Zephyrhills,II.33542
Phone:(813)788-5314
PROPOSED 3"X.024"ALUM.RISER PAN PROPOSED Fax:1-(866)-824-7894
3"X.024"ALUM. ROOF FL 22840 OR EQUIV. 3"X.024"ALUM. Email:erb@tbcplans.com
RISER PAN ROOF RISER PAN ROOF Website:www.tbcplans.com
FL 22840 OR EQUIV. FL 22840 OR EQUIV. C.O.A.-#29054
DATE: 06/18/2018
2X3 lIIILIIJIjI / IIIjIIIIIIIIIIIj ] 2X3 DRAWN BY:DENNIS W.DUNN
2X3 2X3 2X3 REVISION: DATE:
w 2X2 w w w z w RO 1
III III
z O M M iIFflIM N M Z O M M �, C')
PROPOSED M M M Z O M N O w 0 M M Z O RO 2
(n Y X N N X N M �[ N N N N SCREEN N N F- _ �., N X O U N RO 3
W O ROOM ^ W O co u� W O ^ ao
m 2X2 2X2 m 2X2 2X2 2X2 2X2 2X2 2X2 m 2X2 2X2 M RO 4
1X21li 1X2 1X2 1X2 1X2 1X2 1X2 1X2 1X2 1X2 JOB NAME&ADDRESS:
----- ----- ----- ----- - - --- ----
4"C NCRETE SLA W/8"X8"FO TER 4"CONC TE SLAB
KICKPLATE-1'1
2,J'j .T 2'_6- EXISTING W/8"X8"FOOTER
KICKPLATE QUESENBERG
TYPICAL CONCRETE 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" TYPICAL 5825 19TH STREET
4' 4'
11' 28' 12' 4 I. 4' ZEPHYRHILLS,FL 33542
8'
EXISTING 4°CONCRETE SLAB FRONT ELEVATION KICKPLATE
CONCRETE W/8"X8"FOOTER TYPICAL SIDE ELEVATION CONTRACTOR:
SUNSTATE BUILDERS
SIDE ELEVATION
PLANS&ELEVATIONS
1 OF 1
1