HomeMy WebLinkAbout20-22795 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22795
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22795 Address: 6421 ASHVILLE 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: SILVER OAKS VILLAGE
Est. Value: Parcel Number: 03-26-21-0200-00000-0250
Improv. Cost: 4,500.00 OWNER INFORMATION
Date Issued: 5/13/2020 Name: HETTMANN BREANN
Total Fees: 97.50 Address: 6421 ASHVILLE DR
Amount Paid: 97.50 ZEPHYRHILLS FL 33542-4889
Date Paid: 5/13/2020 Phone: 941-3770153
Work Desc: SCRN ROOM W/ CONCRETE 400 SQ FT
CONTRACTORS " APPLICATION FEES
ALUMINIUM STRUCTURES AND HOME IM BUILDING FEE 97.50
Ins ections Required_
FOOTER 2ND ROUGH PLUMB MISC HN-S-ULATION 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.
CONT C R SIGNATURE PERMIT OFFI R
ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - B HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
INSTR#2020081681 OR BK 10105 PG 3066 Page 1 of 1
05/21/2020 12:04 PM Rcpt:2164093 Rec: 10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. ParcelIDNo D �V I OLOQ 0a000 .rJ --S v
NOTICE OF COMMENCEMENT
State of County"of rltg L O
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 Identfication No.03.26.21.02M-COC 0.025D
Street Address: 6421 Ashville Dr,Zephyrhllls,Florida 33542
2. General Description of Improvement Concrete,Sun Room
3. Owner Information or Lessee In(ernation If the Lessee contracted for the improvement:
Breann M Hellmann
Name
6421 Adhvft Of.Zohyfhr1L Flwldt 33642
Address City State
Interest in Property. owner
Name of Fee Simple Titleholder:
Of different from Owner listed above)
Address city Slate
4. Contractor. Wnmum,uaawdssnd Hamsh,mrovsm M
Name
1325 a aary,d.L.W d F133a01
Address city State
Contractors Telephone No.: 8632105010'
5. Surety.
Name
Address city state
Amount of Bond:S Telephone No.: I
6. Lender.
Name
Address City State 5 i
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(1)(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 Uenors Notice as provided In Section 713.13(l)(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 creel 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 per(ury,I declare that I have read the foregoing notice of commencement end that the feels staled therein are we to the best
of my knowledge and belief. t
STATE OF FLORIDA
COUNTY OF PASCO �/YI/L- — �
S ature of Owner or Lessee,or Owners or L ssee's Authorized
Officer/D(rector/Panner/Manager
T11s/C�Mbye.`
The foregoing Instnanem was acknowledged gef •me thlr�day of/��-//J—y�_2�Oy
as.;. Ni�/ ( e of authority,e.g„officer,trustee,attorney in fact)for
(nam p on behe orh Irfitrument wssaexec ).
Personally Known[3.M Produced Identification Notary Signature
r
• Type of Identification Produced Name(Print)
(✓L.f S: :. .- t -Ann Schmidt
NOTARY PUBLIC
a STATE OF FLORIDA
- " ?Comm#GG924642
Expires 10/21/2023
wpdataficsMobeecommenmmentyca53048
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received .�90— u 2i
Phone Contact for Permittin
a 2.2 1 H � It a 9
Owner's Name 6 1neft Owner Phone Number
Owner's Address & lfl 1 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS � A4,v e— LOT#
SUBDIVISION PARCEL ID# 0J' - 0 240- 0 0000
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CDNSTR ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR = COMM = OTHER
TYPE OF CONSTRUCTION BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK t:Q-3 V-rf/^�.
BUILDING SIZE SO FOOTAGE 4 V 7 HEIGHT
� s. +ear.e:�a¢¢�.c'�:�.�.c:.+e,c�.a•cw:�.�n_x���q��'e.e��.>'r,•a�•cnca.��.x'�r.ca.a�r.•�4.v.�.,zcz4.'{a�•�x'tr
BUILDING $ 4 5o`� VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ v I v
�L P
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION n' �Glal0�
C� /t-p)
=GAS ROOFING 0 SPECIALTY OTHER � 2 SQL
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NOS j.1
BUILDER G (✓' COMPANY
SIGNATUREMOW
REGISTE D YIN FEE CURREN Y/N
Address 2 6;k 3 16m 1 License# 0
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN I Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I YIN FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I YIN FEE CURREN I Y/N
Address I License#
8_88.29.2ff.l3aI�saIt-S0123t.S.H@ffI.I..S.6:a.Is.it.S :tiY22.811BS®'9-0.9,0�.?A1.atlI'3t.2ItaIII.'sIzSIt3•a0 Fa'�t3 aEt
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 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.(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/Fooiage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive
than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they
may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and
contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009.
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 I,the applicant,
have been provided with a copy of the"Florida Construction Lien Law—Homeowners 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 pf the above described
document and promise in good faith to deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'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,Water/Wastewater 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.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W"unless expressly permitted.
If 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 COM CEMENT MAY RESU IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU IN N O OBTAIN FIN Cl ONSULT
O O YOUR LFbIQER O U O C
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR �1
Subscribed and swom to(or affirmed)before me this S b cubed and sworn to d befo me this
by G ZFJby
Who istare personally known to me or has/have produced Who' are na y k tQ a or h slhave produced
as identification. as identification.
Notary Public • Notary Public
Commission No. Co missi No.
Name of Notary typed,printed or stamped Name of Notary ty d,. 9r st45MUELiNE BODES
=. Commi G 276457
Expires December 12,2022 ssion#G
°^F`O' BvidedTtwiroyFainInsurance800-385.7015'
` fLfl illOfl
tom-.
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: klan 11XI l-
Date Received: ��Z '�
Site: �Z� �1,L�✓�/�
Permit Type:
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
41j-J,W-1r4C,f) _sr � �
I
This comment sheet shall be kept with the permit and/or plans.
141Y 0 4 2020
KalviA Sw'- er—Plans Examiner Date Contra or o eowner
(Required when comments are present)
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CONTRACTOR:Aluminum Structures&Home Improvements WIND SPEED AND EXPOSURE HAVE pltupgiyU
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCID art
TECHNOLOGY COUNCIL'S WEBSITE ••!•eCodles RegulatJops and AND GOOGLE EARTH �►���'� ••.• 5
.,� 3?
A�licabt
1.The 6th Edition(2017)Florida Building Code,specifically Chapter 16 Structural Design,Chapter .
20 Aluminum,and Chapter 23 Wood. �'2�• `'' u. 6,• �1-.
2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of the Aluminum Design �, o
Manual prepared by The Aluminum Association,Inc.Washington,D.C.,2010 Edition and the ;Z
Guide to Aluminum Construction in high wind areas,2010. =p; :W t0 * W a : Q : 1
3.ASCE 7-10. _ :V ' ' Q
Loading Criteria $6" "•' Z 'cv'
1.Live Load:10 PSF per 6th Edition(2017)Florida Building Code,Appendix I Section '�105.1 ••. '
2.Dead Load:2 PSF "i, ,e '••. .•pp ,�
3.Wind Load: /
,3.1. Building Occupancy Category,Section �/ms .,...
1604.5 and Table 1604.5:Risk Category 1.
3.2. Ultimate Design Wind Speed:Vm.T=130 Nominal Design Wind Speed:V�=101 , ` ��
MPH
3.3. Exposure Category,Section 1609.4.3: Exposure B -
4.Building Category for Aluminum Structures,Section 2002.6:Category Type 2-Glass Room:
Non-Habitable,Unconditioned W
A-2 _ - Z tz.
R Typeoof 9,-0" A3 A
1.R3 z
1.Roof Type: MONOSLOPE W
2.Roof Material:3"x 48"z 0.024"composite panel Elite 2000,1.0#density foam,Florida
Product Approval Number FL 7561-R4.
IS 1X2 U, < < O
Foundation Desiau O 2X3X0.125 Z*
t . W
New Type It 4"Monolithic Concrete Slab-12"x 12"w/(1)#5 Cont.31"overlap at Joints on 3" l x END BEAM O i
chairs and poured w/2,500 PSI concrete.The foundations are based on a minimum soil
bearing pressure of 1,500 pot c'-"2X3X0.125 d UJ 2
LL O —n
Spa cinrationa — Q
The following specifications are applicable to this project: : N " " IA-3 d Z
1.All work shall be in accordance with the 6th Edition(2017)Florida Building Code,and any other O 0 o O 3X48X0.024
applicable local codes andregalationa. -vl M l 1.0# DENSITY FOAM
2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues,no manufacturer COMPOSITE PANEL t<
substitution is acceptable without the specific written,signed and sealed authorization of Florida 2X3XO.125
Aluminum Engineering,Inc.
3.Fasteners are required to be corrosion resistant,minimum SAE dnade 2 or better zinc plated to Z Z I I
ASTM B633,or coated stainless steel series"300",or uncoated stainless steel series"400". 2X3X0.125 ,
4.Approved concrete screw anchors to be Simpson Titen-HID or equivalent o nJ—1 2X3X0.125
5.All Self Mating Beam Sections are to be stitched with either#14 screws 6"from ends and 24" I A-2 FLAT A-3 Zw as
')
center to center or#12 screws 6"from ends and 12"center to center. ih •
I BEAM 3 4 d"
6.Door location shall be determined by contractor in the field. 2X3X0.125 EDGE < W < "�
7.Where concrete specifications are required,whether in the screen enclosure scope or not,by one 'Q
W
or more regulatory agency,the following specifications are applicable: O Z 3
a.Concrete shall conform to ASTM C94 for the following components: W F
i. Portland Cement Type 1,-ASTMC 150 8'-4" O Z
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 I I A-3 J LU
iii. Air entraining+1-1%-ASTM C 260 17'-0" E3
iv.Water reducing agent-ASTM C 494
v.Clean Potable water i'-0"
vi. Other admixt urs not permitted 3"X48"X0.024" MPL WiT IsmVAILIN
b.Metal accessories shall conform to: 1.0# DENSITY FOAM W0R<SHALL Co
i. Reinforcing Bars-ASTM A615,grade 60 1+L0RIDA gI�ILDiN�CQO�,
ii.Welded wire fabric-ASTMAt85 COMPOSITE PANEL CTRC CODE
c.Concrete slump at discharge chute snot less it=3"or more than 5". Water added after ELE RF{{LL$
j hatching is not permitted E CITY OF ZEPHY
d.Prepare and place concrete per American Concrete Institute Manual of Standard Practice, ANCES
Parts 1,2,and 3 including hot weather recommendations. I0
e.Moist cure or polyethylene curing permitted. I a c' � N
f the r to lacing concrete,treat the entire subsurface area for termites in compliance with — X X X X X q N
g.Concrete shall be placed over a polyethylene vapor barrier. eo N X X A-2 X MA 1, 0 4 L�
1 h u components embedded within canerete shall be coated with a bituatinoua iV N 2X3X0.125 2X3XO.125 2X3X0.125 2X3X0.125 REV`Ew [)ATE p W t
8.All lumber and plywood shall have grade marks and treatment identification and Shall conform to YRH
the folio t Q J J
a 1i rnglumbershattbemirrimumno.2southemyellowpineandhavea maximum HARDI BOARD INSTALLED ON EXTERIOR C'�O��Z�E*�PNER = S N
moisture content ofI5%. SIDE OF FRAMING PER MANUFACTURER's PLAN ECM
b.Pressure treatments shall be osmosalts,osmose k-33,womansalts or celcure,as SPECS. HARDIE—BOARD 0
recommended for the use condition Pressure treated lumber shall be impregnated with a II 5:4
TYPI CAL U N W J
cca salt treatment in accordance with f s.tt-w-571 and bear the American Wood A-3 A-2 � O. (A d� N LL
Preservatives Institute quality mark ip-2. COMPONENTS & CLADDING - ASD II II II DRAWN BY
c.Wall Sheathing: APAratedSheathing,thicknessasindicated,Exposurel. DESIGN PRESSURES FOR WINDOWS / DOORS: 4'-0" 4'-0" 4'-0" 4'-0" TP
d.Aluminum members that are uncoated shall be separated from PT lumber by 30#felt +18.2 PSF / —24.0 PSF 17'-0"
paper,10 nil polyethylene sheet or equivalent material. DATE DRAWN
9.Contractor shall provide Florida Product Approval information as to the exact window being
{ 04/02/20
utilized for this project,including manufacturers specifications, and installation methods for
anchoring the submitted windows to Aluminum members and specific sizes as indicated on A-1. REVISION
10. Contractor shall provide any additional backing(aluminum,wood etc..)and anchors as
required by the window manufacturers recommended procedures.
11. All glass panels within 24'of a door opening shall be of tempered glass per FBC-R308.4
12. All flashing and weatherproofing shall be provided by the contractor. -
13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
SHEET NO:
A- 1
ALUMINUM MEMBERS DIMENSIONS IHIAh
(1)1/2"DIA.THRU BOLT w/NYLOCK
HOLLOw SECTIONS JAM NUT-IN LIEU Or NYLOCK JAM "s, .� 4
2x2: 2"x2"x0.046" 1/8"xTx2"EXTRUDED NUT,JAM NUT4THREADLOCKER �� •.••`` �••••••
ANGLE 5052 H-32 ALLOY EA MAY BE USED .•
2 x 4: 2"x 4"x 0.050" SIDE ® OVERT GHTENONTACT-DO NOT � IL
2 x 5: 2"x5"x0.050" ' ;Z O 0 •� •
OPEN BACK SECTIONS a W O
1x2 2: 1"x 2"x 0 <.040" N ;i F- v ;
1x3: 1"x3"x0.045" a. a°. *e. _ g� . ) 0
SNAP SECTIONS A ••< O
2 x 2 Snap: 2"x 2"x 0.045" • '
2 x 3 Snap: 2"x 3"x 0.050" a ., a ' 7'MIN EDGE DISTANCE FROM I�
2 x 4 Snap: 2"x 4"x 0.045" SLAB/FOOTING ` e a EXTERIOR OF COLUMN TO 0.040 * ,,
SEE PLAN °, a OUTSIDE EDGE OF SLAB INTERNAL OR EXTERNAL
OPTION 1: ALUM RECEIVING CHANN
SELF MATING(SMB) SIDE VIEW W/(3)#10 x 3/4"INTO
2"x T x 1/8"ALUM ANGLE ( �
2 x 4 SMB: 2"x 4"x 0.044"x 0.100"
2x 5 SMB: 2"x 5"x 0.050"x 0.100" W/(4)#10x5!8 EACH SIDE GIRT EACH FACE&(3)(3) W W
2x6 6 SMB: 2"x 6"x 0.050"x 0.120" #10 x 3/a"INTO UPRIGHT Z n;
2 x 7 SMB: 2"x T'x 0.05T'x 0.121" —(2)3/8"DIA.CONCRETE
2x8SMB: 2"x 8"x 0.072"x0.124" 2"x3"x0.125
2 x 9 SMB: 2"x 9"x 0.072"x 0.124" SCREW ANCHORS W z
(21/4"CONC.EMBED) UPRIGHT
2x 10SMB: 2"x10"x0.092"x0.398" a
a a0
MINIMUM FASTENER EDGE DISTANCE:1t2" CHAIR RAIL MEMBER ( Z d.
1"x2"BASE PLATE Z x3 x0.125 0
MINIMUM FASTENER SPACING 3/4' ANCHORED TO CONIC W/1/4" UPRIGHT V1 Z
11n'MNCONC ` ' CONCRETE SCREW ANCHOR
CONCRETE SCREW ANCHOR eM err , , (MIN.1 1/4"EMBED) w
SIIHPSON TTTEN HD OR EQUIVALENT 21WNC a { K. e 6"MAX EACH SIDE OF POST
SHEET METAL SCREWS(SNM EMWDM34T a AND 24"O.C.MAX _
ITW/BUILDEX OR EQUIVALENT a
oaa
4
SLAB/FOOTING ' rL
SEE PLAN r g
-.10
FRONT VIEW Z Z
B "x 3"PB UPRIGHT TO CONCRETE DETAIL C CHAIR RAIL TO UPRIGHT DETAIL 2 (
A SCALE:NTS A 3 SCALE:NTS Z I'ii Z
1"x 7'O.B.FASTENED TO CORNER W a t
POST Wl#12 x 1 1/2"SMS AT 6"FROM 1/&'x 2"x 7'EXTRUDED O ZQt
TOP&BOTTOM RAILS.TYPICALLY @ ANGLE 5052 H-32 ALLOY + LL. W
24"O.C. W/(4)#14x3/4"SMS • •
INTO DJ
1/8"x 7 x 2"EXTRUDED ANGLE 5052 • • t
CORNER POST H-32 ALLOY EA CORNER W/(2)#14 x 7' I
SMS INTO POST&(1)3/8"DIA.
CONCRETE SCREW ANCHOR INTO
CONCRETE r a ,aEL21A
. '
LL
(2)#10 x 11/2"SMS, _. ! a ,.a•'•
CONIC
THRU SCREW BOSSES SLAB/FOOTING "' ,a. ' ANCHCI4T
WOOD: 2 1/4"MIN CONC SEE PLAN10 x 3"WOOD SCREWS,6" n . a ANCHOR EMBEDMENT 4. • . 4 5i
FROM GIRT&@ 12"O.C. a ", r
ONC: SLAB/FOOTING ° ' , ' a' a 1/)
1/401k x 3"CONCRETE SEE PLAN .a �. r W
SCREW ANCHOR,6
FROM GIRT&@24"O.C. ' SIDE VIEW
SCREW BOSS INTO SIDE VIEW Q _3 07
CORNER POST W/1"x 2"@ 5
(4)#14x3/4"SMS I I BACKSIDE {1)3!8"DIA CONCRETE =INTO
INTO POST PRIGHT W
SCREW ANCHORS { ^ m Q }
3/8"x LENGTH AS REQUIRED (21/4"CONIC.EMBED) ( PRE-HUNG Q a .- _
FOR 21/4"EMBED CONCRETE DOOR JAMS (=j N W J
SCREW ANCHOR INTO ( a U) 9 N lL
CONCRETE
j 7 x 7'OR 7'x 3"HOLLOW 1 x 2"BASE PLATE DRAWN ØY
SECTION GIRT ANCHORED TO CONC W/1/4" ;N" TP
CONCRETE SCREW ANCHOR • q"' Y y
(MIN.1114'EMBED) 1"x T BASE PLATE • ` 4• DATE DRAWN
1"x 2' 6"MAX EACH SIDE OF POST e 'a • .
AND 24"O.C.MAX ANCHORED TO CONC IM 1/4" ;, • a 04/02/20
CONCRETE SCREW ANCHOR
''• REVISION
«e B (MIN.11/4'EMBED) ++ '
6"MAX EACH SIDE OF POST ` °i `
'4 . AND2a"O.C.MAX ,
G1 1X2 TO HOST STRUCTURE DETAIL FRONT VIEW FRONT VIEW
A 2 SCALE:NITS CP-1 CORNER POST TO CONCRETE DETAIL DJ-1 UPRIGHT TO CONCRETE PRE-HUNG SHEET NO:
A-2 SCALE:NTS A-2 DOOR LOCATION DETAIL ��
SCALE:NTS
NOTE: v '�� •�'• �*.�j
#14 SMS x 1"MIN.LONGER //'� • A
THAN PANEL W/1 1/2"DIA. ♦ V LL - • �iy
NEOPRENE FACED WASHER $Q • o • J TTY.
12"O.C.ALONG LENGTH : : W CO W • •�
OF ALL END BEAMS Tr a • U
FASTEN ROOF PANEL TO EXISTING = • Q O• ' t
BEAM W/#14 x 4" HOST 4 • 0
�- Q •
W/1 1/2"DIA.NEOPRENE 3"COMPOSITE ALL :• Z
FACED WASHER @ 6"O.C. ROOF PANEL .,,o••�� • !,y
GRADE Why' •.•• ••M••QQ4
` w , 3"x 0.062"EXTRUDED RECEIVER a , y CHANNEL W/ '4S#14 x3/4"SMS
@ • * @ ° x4 t5 J, �. 'tiC{ysi° , '» W/1 1/2"DIA.NEO-WASFIER
°
LLI LEI
(2)#5 CONT 31"OVERLAP Z d
I AT JOINTS ON 3"CHAIRS 'r tti '� �fev VFW
+1---I'z--F >ro w �rt`b µaCq:♦' � . 'r , rnvt? .
s. ..,1 +r',4;.rYp.q„L,iiz"s�,r..R.,aii• K)
I 2'x 3"x 0.125
2.12-3.12
TYPE II 2"x2 x 0.125"ALUM ANGLE W! EDGE
MODERATE SLOPEFTG
(4)#14 x 3/4"EACH FLANGEJ 1 �
J �
EACH SIDE OF UPRIGHT Q Q O
#14x3/4"SELF-TAPPING Z a.
NOTES FOR ALL FOUNDATION TYPES: I 3"COMPOSITE SCREW Q 6"O.C.
ILl
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE ROOF PANEL {n w
OF 1,500 PSF. V� V
2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS,ROOTS AND N. 2"x 3"x 0.125 CONCRETE: LL. O
COMPACTED PRIOR TO PLACEMENT OF CONC. UPRIGHT
(2)1/4"x 2114"SCREW Q
3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. -v- TYPE MASONRY HA ,f I-
5.
4. FIBERMESH MAY BE USED IN LIEU FOR WELDED RE MESH. ANCHOR Q 12"O.C. //
VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR NON-HABITABLE D•
CONCRETE FLAT WORK (2)114"x 3"LAG SCREWS tqi
('I"COMPOSITE ROOF TO BEAM TO POST CONNECTION S-I COMPOSITE PANEL TO HOST CONNECTION DETAIL Z
A TYPE II FOOTING SCALE:NTS SCALE:NTS '� z
A3 L :NT A-3 A-3c7
0z
l g k
LL
EXISTING HOST WALL LL
EXISTING u
HOST
ALL
2x3 PB
3"x 0.067 EXTRUDED RECEIVER ,f+
CHANNEL W/#14 x 3/4"SMS ; 2"x 3"P.B. 16"O.C. W
W/11/2"DIA.NEO-WASHER 2"x 2'x 118"x T WIDE ALUM LAC
• 8 O C ANGLE EACH SIDE OF UPRIGHT CJ
• W/(4)#14 x 3/4"SMS INTO Q W
UPRIGHT&(1)3/8"DIA x 2114 PEEL&STICK WATERPROOF
• 3 ,, MEMBRANE OVER 1/2"OSB PT J -I
r t +t i CONCRETE EMBEDMENT __
l CONCRETE SCREW ANCHOR
CONCRETE: "-HARE BOARD
(2)1/4"x 3"QUICKSET "
1 1/2 x 21/8"x 1 1!T'x 3"x 0.062 ANCOHDORS I NTO WALL / �:�•.;.y,.::' r: .a .. RADE Q = N d M
U
ALUM RECEIVING CHANNEL (2)1/4"x 3"LAG SCREWS /i C� h:;:�:' •" 12' O. 0 N I t
"W/ 3 #14x3/4 SMS EACH INTO WALL 3"COMPOSITE
() ROOF PANEL #14 x 3/4"SELF-TAPPING / < {.`. •'` ` DRAWN BY
SIDE INTO BEAM SCREW @ 6"O.C. i
// 1}1"x 2"BOTTOM PLATE TP
Liz.
Wl 1/7'DIA SCREW ANCHOR
CONCRETE: / a 2 O.C. DATE DRAWN
(2)114"x 2 1/4"SCREW 4 04/02/20
TYPE MASONRY `/
ANCHOR @ 12"O.C. REVISION
WOOD:
(2)1/4'x 3"LAG SCREWS -
a9"O.C. _
S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL S-3 OMPOSITE PANEL TO HOST CONNECTION DETAIL S-4 HARDIE BOARD WALL CONSTRUCTION DETAIL
A 3 SCALE:NTS A-3 SCALE:NTS A_' SCALE:NTS
I'1 Q SHEET NO:
A-3