HomeMy WebLinkAbout19-21233 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21233
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BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21233 Address: 39607 DAWSON CHASE DR
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: HIDDEN RIVER
Est. Value: Parcel Number: 24-26-21-0100-00000-0170
Improv. Cost: 9,020.00 OWNER INFORMATION
Date Issued: 5/16/2019 Name: RIVERA LT, NATALIE MARIE& G T
Total Fees: 135.00 Address: 39607 DAWSON CHASE DR
Amount Paid: 135.00 ZEPHYRHILLS, FL 33540
Date Paid: 5/16/2019 Phone: 813-355-7427
Work Desc: INSTALLATION POOL CAGE
CONTRACTORS APPLICATION FEES
PAUL D. SCHAPER CONSTRUCTION INC BUILDING FEE 135.00
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Ins ections Required
FOOTER 2ND ROUGH PLUMB MI 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 Oydinances. NO OCCUPANCY BEFORE C.O.
N OCCUPANCY BEFORE C.O.
&_, 5
TR;�E�RMI�T'
IGNATURE PERMIT OFFI R
EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813a80-0020 City of Zephyrhills Permit Application Fax-a13-78o-oo21
Building Department
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Date Received Phone Contact for PermittingI � Ic Q
—
miss I
Owners Name I\ G Owner Phone Number
Owner's Address 3EM710 ►JCrI A3 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 1 LOT#
SUBDIVISION PARCEL ID# 1' O!
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW
CONsTR= REPAIRT = SIGN = = DEMOLISH
INSTALL PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION Q_ BLOCK Q FRAME = STEEL
cX =
DESCRIPTION OF WORK .� O VP�
BUILDING SIZE SQ FOOTAGE HEIGHT
=BUILDING $ /1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ V r AMP SERVICE Q PROGRESS ENERGY Q W.FLE.C.
=PLUMBING $ '(� ��v,
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION V ��" V/
=GAS' = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER . 6 COMPANY
SIGNATURE l REGIsrERED Y N FEE CURRFN &MY N
i
Address I SqW Ggli x3 ` salas I License#
ELECTRICIAN COMPANY
SIGNATURE F REGISTERED I Y/ N FEE CURREN Y!N
Address i License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURREn I Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURRa
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N I FEE CURRa Y/N
Address License#
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)wonting days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsAarge projects
COMMERCIAL. Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"*PROPERTY SURVEY required for all NEW construction.
Directions:
Fill
out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A1C 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 (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
` 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 727-847-
8009. Furthermore, if 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 properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES 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,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release: If the 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 713,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—Homeowner's
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 to
deliver it to the"owner"prior to commencement.
CONTRACTOWSIOWNER'S AFFIDAVIT: I certify that all the information 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 indicated. 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 Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WaterMlastewater Treatment
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland 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.
1 understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- ff_the fill material is to be used in Flood Zone "A", 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"A" 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 I 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, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,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 shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if 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.
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.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Su bed and swo[[nn to or affirmed of�e me�this � Sub ed nd swop}t�o,�or aed of re me this
by--JGSSina� 5�1 by�iL�—`i' 1Q. 1 r
Who Israre personally known to me or has/have Droduced Who Is/are personally known to me or has/have Produced
as Identification. ais
� Identification..blic a=:__3'1ctary Public
Commission No. Commission No.
Name n e o s mPe Name of Nola ty e p'nt d r t d
Notary Public State of Florida
Alicia Hennfeh-Cannon �.�tr Notary Public State of Florida
My Commission GG 218378. o Alicia Herweh-Cannon
�4rja Expires 05/1812022 ' v My Commission GG 219378
j�'",� Expires 05/1612022
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site: (Gc) I N&w5>n-, r LM-C-,
Permit Type: Pbt
f CM6:--
Approved w/no comments:I V1 Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
MAY 9 '0 2019
Kalvin S t — lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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1
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REVtE Ay 8 0 1-Ol9
ar ZEPHYRHILL
PLANS EXANIINER
ALL WO
RK SHALL COMPLY WITH PREVAILING
CODES�ERECTRIC CODE,BUILDING CODE,
NATION
AND THE CITY OF ZEPHYRHiLL
ORDINANCES
P . . R .T. ENGINEERING EXPRESS®
PRODUCT EVALUATION REPORT
ENGINEERING EXPRESS®
EXPERT PRODUCT EVALUATION REPORT
August 12,2017
Application Number: FL 15491.1-R4
FLB Project Number: 15-2409a
Product Manufacturer: Structall Building Systems
Manufacturer Address: 350 Burbank Road
Oldsmar,FL 34677
Product Name&Description: EPS Foam Core Roof Panels-Metal Skin
(HVHZ and Non-HVHZ)
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 61G20-
3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with Florida Building Code Sixth Edition
(2017)and is,for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
• PRODUCT EVALUATION DOCUMENTS
FLB drawing#15-2409a titled"EPS Foam Core Roof Panels-Metal Skin", sheets 1-3,prepared by Frank
L. Bennardo, P.E., Inc.,signed&sealed by Frank L. Bennardo, P.E. Is an Integral part of this Evaluation
Report.
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TEST REPORTS
Uniform static structural performance has been tested In accordance with ASTM E72-98&E72-05 test
standard per test report(s)#506027-B, 506027-C, 506027-D, 509014-A, 509014-B(signed by Rick
Cavanagh)by Terrapin Testing, Inc., in addition to test report(s)#ESP01 2351 P-1,#ESP01 2351 P-2,
#ESP012351 P-3,#ESP012351 P-3A,#ESP012351 P-4,#ESP012351 P-5,#ESP012351 P-6,
#ESP012351 P-6A,#ESP012351 P-7,#ESP012351 P-8,#ESP012351 P-9,#ESP012351 P-9A(signed by
Ramesh Patel, PE)by Element Materials Technology.
Thermoplastic structural performance for self-Ignition temperature has been tested in accordance with
ASTM D 1929 per test report VTEC#100-1137-1 (signed by Neil Schultz)by VTEC.�pAgr#pjies Inc.,with
an approved self-ignition temperature greater than 650OF as ���� ��•i
required per FBC Section 2606.4. Rai `. . if#�for
Thermoplastic structural performance for surface burning Ra � through".
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characteristics have been tested in accordance with ASTM E-84
per test reports 15328-97939(aluminum skin EPS panels)and 1���++
15328-97938(steel skin)1 (signed by William E. Fitch,'PE)by
U1,7- 5: 07
Omega Point Laboratories.The roof assembly was tested as a 3"
thick panel(for aluminum skin)and as a 4"thick panel(for steel F. t3enr®7dM PEE. .
skin EPS panels)with an approved smoke developed index not �9.pi .
160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORI A $. . 2
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
Y.VWA=M1NM ff8FQMCM ROOF PANM-M-UPME FLOW FORMN ROROA MM 4MAOMPMI FN UM%1E11E•240Y,4VAL- t61M.1000
11111111110WENGINEERING EXPRESS® August 12,2017
E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) Page 2of2
greater than 450 and a flame spread Index of 75 or less as required per FBC Section 2603.3.
• STRUCTURAL ENGINEERING CALCULATIONS j
Structural engineering calculations have been prepared which evaluate the product based on comparative
and/or rational analysis to qualify the following design criteria:
1. Maximum Allowable Spans
2. Maximum Allowable Deflections
No 33% increase in allowable stress has been used in the design of this product.
Impact Resistance:
Impact Resistance has not been demonstrated.
Wind Load Resistance
Each product has been designed to resist wind loads as indicated in the span schedule(s)on its
respective Product Evaluation Document(i.e.engineering drawing).
Installation
Each product listed above shall be installed In accordance with separate engineering documents. This
Product Evaluation Document(i.e.engineering drawing)provides no instructions for installation,only that
the product has been designed to perform under load as shown with all components noted therein.
Each product component shall be of the material specified in that products respective Product Evaluation
Document(i.e.engineering drawing).
Limitations & Conditions of Use:
Use of each product shall be in strict accordance with Its respective Product Evaluation Document(i.e.
engineering drawing)as noted herein.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in each product's respective anchor schedule. Host structure conditions which are not accounted
for in each product's respective anchor schedule shall be designed for on a site-specific basis by a
registered professional engineer.
All components which are permanently installed shall be protected against corrosion, contamination,and
other such damage at all times.
This product has been designed for use Inside and outside of the High Velocity Hurricane Zone(HVHZ).
160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERING EXPRESS.COM
V..VR0 OT9U&24WEK FOAYCOPE RDOFP NUS.M.UPOATE FU0101 FOR2014 FLOWDABIDO+R0ACMFQ01?FBC UPOATE1t5.20W.EVAL-VL1$M.1D00
STRUCTALL BUILDING SYSTEMS
EPS FOAM CORE ROOF PANELS - METAL SKIN
TOP&BOTTOM FACING:
• 0.024"ALUM/0.024"ALUM
• 0.030"ALUM/ 0.030"ALUM
• 26ga STEEL/26ga STEEL
**36"MAX OVERHANG
11A)(1h1U14 AT FRONT,25%OF
{$SSS H LEj LAST PANEL DTH
AN' ALONG SIgES,ITYP.
� '' •-"`r„ ^��_.. IOVERRAN
m
4M
(SLOPE PER g� ERL0. ,-, ~
LbING PANEL •~"f OPTIONAL
CONNECTION AT OEM r, I GUTTER OR
HOST STRUCTURE DRIP CAP
PER SEPARATE
ENGINEERING PANEL i
DEPTH
CONNECTION AND
HOST STRUCTURE
a PER SEPARATE
r ENGINEERING
r SUPPORTING STRUCTURE PER
SEPARATE ENGINEERING L�
Li1 CLEAR SPAN ISOMETRIC
N.T.S. ISOMETRIC
SEAL ALL JOINTS
u WITH CONTINUOUS 0.024"ALUMINUM,
CAULKING 0.030"ALUMINUM
ILB DENSITY EPS OR 26GA STEEL
CORE FOAM SKINS
CR06S ON AT
TYPICAL PANEEL INTERLOCK
PANEL INTERLOCK
2 DETAIL
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ENGINEER'S NOTES:
__ -----------
BASIC WIND VELOCITY UP TO 155MPH Vult/ 12OMPH Vasil, 3 SEC GUST I•x OPEN BACK FASTENEn�p txtJ ———� — ———————————
RISK CATEGORY t v/ LD x a/4• TGKS a t4'OL MAx ----------- —_----- -----------
a/e'WEDGE ANCHOR TOP TE d'xt'AR.tM AMGLE I '
EXPOSURE CATEGORY B FAs, n Wi
x a'EN7EDHIENT. OPEN tASI/4• S
INTERNAL PRESSURE COEFFICIENT - 0.0 OPEN STRUCTURE - • 1122TI T
p R N,n Is me /CRaeECtM
EA DE DF CORROSION RESISTANT -r
DESIGN LOADS FOR SCREEN DOES NOT EXCEED 9 PSF ;' .;: FASTE►r 1%L�, X ►DID WIIDRK!'SE t WI 112 I text' SCREEN N (4)CONCEALED .1o1 V2'
`• ' '1' .•• /ltx3/4' EKS REC CHANCE IN LIEU Or (2) - - ROOF PURLIN!7 D.C. AX WASHER 1CADED SCRCVS
Z::/��r.•;y, lOGE LE STA /Cgi11ECnONN. I'x1•x2'CUPS SHOWN _ �NIN W CONCEALED 110x1 1/2' '
• ',' COItl 0SIOH RESISTANT WASHER HEADED SCREWS FASTEN V/CONCEALED CORROSION RESISTIVE
,1 ... ' ' CORROSON RESISTIVE I MIN(4)VA RC* I
1/8' CORNER GUSSET ANGLE BRACKET •`:�j� 1'"' ,: WASHER IR( E SCREWS
FASTEN WITH C9> 112 X 3/4 S.M S. a i'sue��S rxt'MOu.DW GIRT TYPICAL rxr NMLDW GIRT TYPICAL ERTICAL.FRAME WXKR CORROSION RESISTIVE 2 X ALUM IXIL
CORROSION RESISTANT ' OPEN OAIX OR S.KII. COLUN SCREEN ROOF BEAN
111 TO STRUCTURAL WALL MEMBERS SI.E PER SPECIFIC
ALTERNATIVE DESIGN REOUIREIENTS
KAPPROX.
6' EYE BOLT CONNECTION FIT ADDITIONAL cups WHEN
OUBLE NUTS - CAtR•(SIZE PROVIDES psclv @T10NAL HOE t We'd 1/2 - DI4x3/4' DEAN STITCH
K NUTLVASHERS /SInE a'A'er l IN LtEU W a) e MAX TYPICA4
ROSION RESISTANT Al CLD'S W/an SOWN TYPICAL CONCEALED WALL GIRT
t'xrxt'xir AMU FASTEN REC.CHANNEL TYPICAL CONCEALED CONNECTION
•�o,;a./,,�• TEKS v4'xt 1/r IA'•cm OR Eouty CONNECTION DETAIL.
ff - i'ir6131 r •ue,AL ANGLEROOF P72RLINS TO ROOF 3.11.8.
- FASTEN W/(4,IRO x9/4 TEKS! )RAO(Ei l St1'OG SLAB Wnn' LOT BASE EN BACK
v. ix2 OPEN HACK BASE RAIL
EMBEDMENT
NLESS STEEL • • N TAPCDN 2'x2'X3'X1/8' ANGLEE W/ MIN F:, •r + �••'. �.Irt4•r 2'x2'X1/8' ANGLE 114 11/2` TEKS
PSc« . .'•Y:1."; YPIC�'nuTANcc '�• ;'•`• '� ..i"�',1i=tn wS.�I 3)110x3/4' TEKS O C 4'x2' EMBEDMENT
APCDN (2)
1x2 OPEN BACK
•, fl BASE RAIL 1x3 OPEN BACK ECg�, T OD pD�C TO COLUMNS p O BASE RAIL FASTEN
Lt>ZLH TO DECY I TO SLAB PER DETAIL
PLAN W x2 HOLLOW PLAN VIEW 3x3 x.125 AL CORNER
1x2 OPEN BACK TO 2x2 JMNi3oPcNBAcKT: 3x3
3x3
CABLE 3000 PSI CONCRETE S I W/110 SMS e3'' O.C. MAX W/#10 SMS 2 12' O.C. MAX
SLAD/FOOTER 2'x2'Xi/8' ANGLE 2'x2'X3'XI/8' ANGLE
j S/l6' EYE BOLT W/ feu 4•T Y 41x1'nRBEDMCNT /4'x2' EMBEDMENT /4'x2' EMBEDMENT
d1 COMPRESSION SLEEVES Z IrtAMr TAPcoN ELEV TAPCDN TAPCDN (2)
CORROSION RESISTANT = I�u it v rxt' /r 2'x2'X!/8' ix2 OPEN BACK. 1x3 OPEN BACK
l 1 ,�yx� E ANGLE BASE RAIL I ELEV pp BASE RAIL
_rS y`rf,W .i�•��yjA."�L�plf�•y•�•IRT , yp[l h �ry�^� ; ,. �I
- �rVl r �� � ill I� rW1 � ` � `•FL :.�. .4: ' ��-•�'.r-iil.'"••~��4 ' r � � 4 ' t' ��,y�~f`��S'��.{Y�i�,'•`,•
1 i 6 ® loR21°°tirttsTw' i KYY`�rt.s *>- yr 4;,>rs ' '}.,.•`� i +t ' - ` • , ""t� ip'r I
u:4, •' DISTANCE n►i;'y` "�'�: Y �, r4t lck ,..RNrf (•:S F�,4 yµa!r , y
>v .'.` /'+r4'. "� • , I 1 +t4 �' 'S ' "ICJ" T'ti. t.
! 1/4'x 6' APPROX x 0.12 THK. ar w�f)r :. lEj ='{�K+ti
STEEL CLIP rj� ` }S f I«•
I'err°:�{ 1v'�'i y:f�� '/ J`.'t �.Ikp_ �.
...•�, N , 1 '� • -- e>~il" ,.. 4' 000 PSI KONG, SLAB r }
FASTEN W/ (2) 1/4• x 1 1/2 EMBEDMENT ='.:f:� t?' ' / x6/110-10M VV OR FIBER FILL _L '`'i'.�'$• 4 000 Pg CyO�{NC. S
CORROSION ORRESISTANTNCH0RS : k-12 -.-lIs--\�l-►{ OVER COMPACT DY TERMITE / OV R 61MIL POLY FILM
FILL
TREATED SOIL • W OVER COMPACTED TERMITE
TYPICAL CABLE POSTRCONNECTTON 3000 PSI CONC. CONTINUOUS FOOTER 110-130 MPH TREATED SOIL
CONNECTION DETAILS SHOWN CONNECTION FOR CONCRETE SLAB „', (2)#5 CONTINUOUS TYPICAL DETAIL NOTE' NO FOOTER RED'D EXCEPT WHEN ADDRESSING ERROSION
EXTERIOR CORNER 4. 3000 PSI NOMINAL SLAB W/D FOOTER MAY
® BOTTOM �BE�Y USED
gON•WLEE�V?ELS GROUND�UPgTO SLOPES OF 1'/12' 131-140 MPH
- _ /FDR GRADE SLOPE# T �CIREATER HAN 1'/12• UP TO 2'/12' TYPICAL DETAIL
'x3'x.045' ALUMINUM COLUMN TAPCDN FASTERS SHALL PASS WLY=12'x16' W/ (1) *5 CONTINUOUS EXTERIOR CORNER
2x2x.062 AN (3'x3'XA45' ALUMINUM COLUMN! 4 CORNERS) THRU PAVERS TO PROVIDE FOR GRADE SLOPES GREATER THAN 2'/12' ® BOTTOM
EACH SI 1 1/2' EMBEDMENT INTO CONCRETE SLAB NEW SLABS TO HAVE EITHER 6'x6'-#10/10WWM
24. O.C. MAX DR FIBERMESH
OR I5R IVE ��CO2R0S113N RESISTANT(E)
FASTEN TO JOISTS AVERS NOTE'
PT 2x4 DECKING t�x2' ALUM BASE PLATE (TYP> O
W/#ex3 DECK SCREWS EQUIVALENT CONNECTIONS MAY BE USED IN PLACE OF THE
P7 2'x6' PERIMETER JOIST CONSTRUCTION DETAILS FOR SCREEN ENCLOSURES SHOWN
Rlo rAPCONs x 3 I/ ( y �:•tix# ,u: s,�I' 'y:"' BEAMS &COLUMN SIZES TO BE PER SITE SPECIFIC DESIGN
-CORROSION RESISTANT 2' �. ;#. _ r- ALL FASTENERS TO BE CORROSION RESISTANT
'rl `,T1''FYI Y Ae t 'ft H,r...
MIN 1MHEDMENT IN 21x_ •. �- �''� �••�,.q•�/P?`}`'� • ' •:i;?�y:�j
PERIMETER JOISTS r' a : t-'f.a�.
'1 �.�,'�' MAY BE USED FOR ADDITIONS TO MOBILE HOMES
• 04'MAX O•C. ► t'f „
•N3%�'•:,h�.�s MODULAR > PARK MODEL HOMES AS-WELL AS
TYPICAL Cf. T'si, '� SITE BUILT BLOCK OR FRAME HOMES.
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{ *: • — Consulting Engineer _RILLS DATE PARR NO.
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ENGINEER'S NOTES•
—ALUM rx_' SM) PER SPECIFIC DESIGN ALUM 2'x_' SM) PER SPECIFIC DESIGN
BASIC WIND VELOCITY UP TO 155MPH Vult/ 120MPH Vaid, 3 SEC GUST FASTEN v/cro •Iox3/4'SMS1 3/4•ac EA SIDE TO ccM+Ecrat NOTE.(H-HEIGHT GF SM)) FASTEN V/(W )10x3/4' SMst 3/4' D.C.
FASTp�CONECTOR i0 GUTTER V/ W) 112x7/4 SMS EA-SIDE TO CONNECTOR. MTEi W.'H' OF SAL),
RISK..CATEGORY 1. .. - N13 CONNECMR MAY BE c2) ANGLES OA RECEIVING CHANNEL
H' MIN'"' H' MI v18Cx I/)'MIN STRAP !jA BEAM FNOT Ct KCT�wtOr 12 i x2'tie 3/ANGLE)aR CXTEw�AL
EXPOSURE CATEGORY 8 +- ii V/t2) 110 SMSx2'LG INTO ACIA L OR INTERNAL %V CHANNELS
INTERNAL PRESSURE COEFFICIENT '- 0.0 OPEN STRUCTURE i • 2I 1ID SHS.3/4'LG INTO GUTTER LIPROV
DESIGN LOADS FOR SCREEN DOES NOT EXCEED 9 PSF I • �• F T I } FACIA I qr HA NEL OF STAGGERED S.M.S.
t�FESR��CIdtTppTEAZ V/SCREEN GRaaVE ! 'U' CHANNEL TO GUiiER CONNECTItBI
I i 112x2'l�i LAG SCAEVS 2' VIDEx 1/B' MIN STRAP I EA RAFTER
! 12 DC V/C2) !10 SMSx2' LG INT FACIA S
2'X_' 2'x2' PURLIN, FASTEN i i
( � R(. C2) 110 fMSx3/4' LG INTO G1ITTER LlP �
COVER OP BEAM PER DETAIL 'H• 0 HGSj S11wou
PLATE ' MI I ;i i •. i i i i i 41 i H I �RUGSUR'v Rdp�
oot pEE 6 N=HEIGHT 'H t{p5� S
6 1 HTI\ PROVMIN t3.i{NGTH 2xH SPLICE PLATES j H
oo� TYPICAL RIDGE BEAM CONNECTIONS ~' �'""-
Vx po EXTERNAL PLATES ENLIRGED YIEIf to ,,
❑PEN BACK as OVERLAP BEAM ONTO COLUMN ALUM 2'xH' SMS TYPICAL CoNNBCTION FET MArts
DESIGN J/!'x!LAG•SCRW Cn
PER SPECIFIC sH8 To Srr]IM O FAC x FACIA
FASTEN T❑ OVERLAP
WITHv/TU)E :PACER o
2x_ TOP PLATE M10x3/4 TEKS 2 3/4' D.C. suPBR Gurr>aa to tr►cu fftSIDESs aF EA BUM
2x_ SMS APPLY MAX NUMBER OF SCREWS T `UMBER ILLER
W/# ❑.C.S &ROWS 2 HxW 2 3/4' D.C. Lt>CKING AL ANGLE �^
STAGGERED ON EA SIDE
FASTENEDLUMN nwA srs/curls Cmocrm Dr►a
T❑ CO 2'xH' AL SMB FASTENER SCHEDULE: NOTE, CONNECTOR EXTERNAL 'U' CHANNEL SLOPING FACIA
PER DETAIL PER SITE SPECIFIC SM.B. SIZE & BLY TO SVPBA GI1TlER
DESIGN REQUIREMENT x x x
FASTEN PER NOTE) H N=H La--AG :CREWS
2'X2' GIRT DETAIL (N=HEIGHT OF SMB) 1
Iz' OC w� INTO•
FASTEN PER2X6 20 ALUM 2'x_' SMB PER SPECIFIC DESIGN H FASTEN TO 2x2
FASTEN W/ 112x3/4' SNS U {-� !/i1aCm
DETAIL I (N) PER SIDE OF CONNECTOR i I 124iD :CREWED
I 2X9 42
N • • TO COLUMN
1'x 2'xV' AL SMB PER SPECIFIC 2X9X.31 42 FgqggTEN CONNECTOR Tp ?T. LEDGER BOARD I,•• PEA DETAIL
BASE RAIL DESIGN REQUIREMENT I 2X10 52 40 29 F❑R WOOD STUD FRAMEGD WALLS H h••
DETAIL PER I ( L)� 1 /2' .4 SCREWS a 33/4' D.C. a ;i' LAP BEAM ON CaUMN fASTEN V/
N E R 0'D MASONRY W L x '• • 10x3/4 TEKS t 3/I' O.C�
A N Y ALL A EN V/ W) 5/ x 1 I/2' TAPCONS) APPLY MAX NUMBER OF S REVS
LRGvs a Hxv a 3/+• ac. ,
PT 2X_LEDGER W/ 1/4x1 1/2' LAG SCRS B12. O.C MAX
FOR CONNECTION TO WOOD STUD FRAMED WALLS I act
t.... ` STR��RE
TYPICAL
TYPICAL SCREEN ENCLOSURE _SECTION S.M.B. TO FACIA CONNECTION �Gs
TYPCCAL CONNECTION OF
PLUM 2' PURLIN I ; Cx
H' MIN--F--'H' MI FASTEN p SMB RAFTERS V/ C4) 1110x2' H' MIN+'H' MI A UM 'xH' SMB FASTEN RECEIVING CHANNEL TO 1 ST 2x4 MW FACIA
CORROSION RESISTANT INTERNAL SCREWS 4 WITH NIOx2' LAG SCREVSt I2' O.C. HA%
OR EOUIV, EXTERNAL CLIPS cR SPECIFIC DESIGN
• •• • C2) ROWS STAGGERED ALUM FLASHING
2'x3'x.05V KNEE BRACE CONNECTION V/" r
ALUM 2'xH' SMB • lNfiALLEO UNDER DRIP EDGC OR 6'
i • • • • • • • • PER SPECIFIC DESIGN • • • • • • • 11x12'CaR•]SIt)1 RCSiSTAMT UNDER i[RST ROV OF sHDNLES a�R B/8 Kx2 FFLATNBAR STR�APSCOR�GUSSET y
• • • • •I• • • • • �• • • • •• • • • •1 ALL PURPOSE SORE PLATES EA SIDE OR EM. FASTEN V/
• • • • •I• • • • • I• • • • •• • • • •� E3) 114x3/4' SJ4S t EACH CONNECTION PT.
'H' • • • • •�i • • • 1• • • • •• • • • •� ROOF PA ttf�t� TYPICAL A00? CONNECTION
;' i�:'`` • L•_• _• •_ •_• • •_•J H>sT sroFFET MAi'LS ALUM 2'x.' SMB PER SPECIFIC DESIGN
` SMB RAFTER IS TELESCOPED OVER COLUMN
FASTEN V/(N) •tOx3/4' SMS t 3/4' O.C.
W EA SIDE TO 2'x2' ANGLE NOTE, CN-'W OF S.M.BJ
PROVI E 3/1 ' ALUM SPLICE PLATES 6 t j 2' YIO£x t/9' NtN STaAP t EA RAFTER
MQN LENGTM{�2xH PROVMOE LENGTN�2xN SPLICE PLATES V/W ILO SMSx2' LG INTO EDGE fEA►i L
TYPICAL RIDGE BEAM CONNECTIONS IN DGE (i PANEL FINISHED V/ U THRU GUTTER UP
E)CfERNAL PIATE3 TYPICAL RIDGE BEAM CONNECTION9 RELEIVEING CHANNEL FASTEN V/ FASTEN GUTTER LIP Ta EDGE )EAM
NOTES OTHER EDUIVALENT PLATE SHAPES INTERNAL PLA'T'ES 110x3/4' TEKS ! •'O.C. H V/ 112x3/4. 2 I2. Ol.
MAY BE USED WITH REO'D MIN LENGTH L 1x2 OPEN BACK 0 r PAN p RNE` RQOF
QUANTITY OF SCREWS PER SCHEDULE 2'%2'AL HOLLOV CQNE OS'
FASTEN
V/ 110x3 1/2' TENS
FASTENER SCHEDULE: FASTENER SCHEDULE: t e• I1C
S.M.B. SIZE x SCREEttiI ROOM
x4 x x S.M.B. SIZE x x x DETAIL H
2 10 2X4 16
X 4 4 I PANEL ROOF TO FACIA
11/441 S FTHR )BGH BOLT V
2X6 24 18 14 WASHERSL NUT OR EOUIV,
O
2X10 MAY BE USED FOR ADDITIONS TO MOBILE HOMES wscalEM
arr
48 40 2X10 b4 .48 40 MODULAR 6 PARK MODEL HOMES AS WELL AS apEt l3t
64 GRmvE
SITE BUILT BLOCK OR FRAME HOMES. END COVER ASTEM 2'x2' ANGLE BRKTS
G.C.N0TE Ta sutr Carrot W/ IDE J/+'sxs
! 7/4' EA SLOE
S C FR E E r-4
EQUIVALENT CONNECTIONS MAY BE USED IN PLACE OF TYPICAL CONSTRUCTION DETAILS _FOR SCREEN ENCLOSURES SHOWN EN CLOSUR E TYPICAL CONNECTION DETAII.
BEAMS COLUMN SIZES TO BE PER. SITE SPECIFIC DESIGN 3 ` V / SUPER GUtCR To
ti ;►S••••qN I'' - SCAESN ROOM 9CAEEN BNCL09URE
ALL FASTENERS TO BE CORROSION RESISTANT ` �� �.•� '••.`pO��
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