HomeMy WebLinkAbout21-2692City of Zephyrhills
5335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-002692-2021
Issue Date: 09/10/2021
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 subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
11111111 111 1111111111111111 111 "1 111 11 11 � I � I
iiiiiiiiiiij 1111 1111111:1111 111
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACT&77;4URE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED IN PECTIO11
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
It W
9M
PermItNo.
Property Identification No.
TIC UMERSICiNED hmb)r gives notice that improvements will be made to cermia real property, and in accordance with Svckiklu
713,13 of the Florida Statutes, the fbIlOwing inkfmation is provided in the NOTICE OF COMMENCEMENT.
I . Description of property ftel descn)7&x:) RHWA, FL 33MI
a) Stred Address- OW WA" MAIL WPM ZEPW 2. OFrj�qautAMPANKSOWA OOM MW ftOOTV (jtneraf description of improve secrKm _Met*
3. Owner Information Q"*MT_S4aPUY OR LUM WWWA" 11JAM SIRM7ZWM14MUA FL =41
a) Name and address:
b) Name and address of fee simple titleholder (if Other than Owner)
c) Interest in property
4. Contractor Information
WS CONTRAO "t3NKAWAV2T^WAF#_=14
a) Name and address: POMCTWSERVrXS
b) Telephone No.: ffh31223-74= Fax No. (Opt.)
5. Surety Information
a) Name and address:
b) Amount of Bond'
c) Telephone No.: Fax No. (Opt)
6. Lender
a) Name and address:
7. identity of person within the State of Florida designated by owner upon whom notices or other documents may be served -
a) Name and address:
b) Telephone Njikz
to A
8, Inadd1dontohiknL%WeJX ' -, "-
713.13(l) (b)jlorida StatUteS:
a) Name and address,
b) Telephone No.: rax No.
9. Expiration date ofNo6ce of Commencement (the expiration date is one year from the date of recording unim a diffam dw is
specified):
CNIFWNLOASOTPRRIENMCICIDENTA NOGICOSF TTENCOAM. OITOFMUWNYTTONEEUESNRAICNE.NEATCMNEOCNYENANPSNT AITDRYMEEMUOSESBUTNDTLTATIS IMFAYIDONEAUNRBDCY PEIATNAYHGYAIE,NMNOGEWNTTNWSEIRUANFFTEN RC1T11HT1HOE JVTEEEXAPC7IUR0MA, TPIATORNT YO1OF, SUTERTICMPTRINOOPrE7iRc13Tt
,Y1O
MEARREMPROPERPCEDMERAPRO N
OMDDOBEINNRECORDDPSTEDOHEftSM&=WG"HEOFU3A.rA
COMMENCING WORK OR RECORDING YOU NOTICE OF
STATZ OF FLORIDA 6-_
COVNTY OW PASCO MAP
i 7 T. 6 w n
Wma OF
MELT= xW
The foregoing Ir ent was wknowledged before me dris is of SCQkU,1qe"o- 2QLLby Aeld
as 4111%11t�, le.� Officm matm anerhey in fad) f�r 5
'name of parry on behalf of wholn instrument VW
Notary S-Sipefflasume
PasoWt1yown OR Produced Identificatim
Type of Identification Prodwed Nme fixiM
vcri6m6w pursuant to Section 92,525, Florida Statute& Under penalties of *ury, I declare that I havo read the foregoing and that the facts staW
\,ft it we true to the beg of my bowledge and belief.
sowtWeWw" Abow
13
813-780-0020
City of Zephyrhills Permit Application Fay:-813-784-4021
Building Department
Date Received
Phone Correct for Permittin
} }
Owner's Name JEREMY & LAURA SIGRIST
Owner Phone Number
414-651-8848
Owner's Address 6500 WAGON TRAIL ST
Owner Phone Number
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
6504 WAGON TRAIL ST, Z_EPHYRFiILLS FL, 33541
LOT #
SUBDIVISION
SILVERADO RANCI-i
lll11! PARCEL ID#05-26-21-0O8D-00604-0184
(OBTAINER FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR
F--1 ADDIALT SIGN DEMOLISH
� INSTALL
REPAIR
PROPOSED USE SFR
COMM l� OTHER
TYPE OF CONSTRUCTION BLOCK
u FRAME STEEL
DESCRIPTION OF WORK
SCREEN ENCLOSURE WITH SECTION OF 3" INSULATED PANELS OVER PROPOSED DECK AND FOOTER
®�
425
BUILDING SIZE
SO
FOOTAGE HEIGHT
BUILDING
14,660
VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL
$�
AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING
8'
=MECHANICAL
VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING
SPECIALTY �_> �� OTHER
FINISHED FLOOR ELEVATIONS
! FLOOD ZONE AREA =YES NO
BUILDER COMP Y POMBO'S CONTRACTING SERVICES' INC
SIGNATURE _ REGISTERED Y/ N FEE CURREN Y I N
Address 4413 N HALE AV TAMPA FL, 33614 License #��
ELECTRICIAN COMPANY I
SIGNATURE REGISTERED L_LLN__j FEE CURREN Y 1 N
Address License # _ _ �
PLUMBER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y ( N
Address _ . License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y (N FEE CURREN YIN
Address License #
OTHERCOMPANY F-
SIGNATURE REGISTERED Y t N FEE CURREN YIN
Address License #
RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans, (1) set of Energy Forms, R-O-W Permitfor new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl 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 date. Required onsite, Construction Plans, Stornwater Plans wt 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 track of application, notarized
It over $2500, a Notice of Commencement Is renamed, (Ado upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) Would be someone with notarized otter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgtade.s A1C Fences (Plot/Survey/Footage)
Driveways -Net over Counter If on public roadways -needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Yurding 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 vmll 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, Wil be identified at the time of permitting, It Is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid priorto 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 --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' priorto commencement
CONTRACTOR'SfOWNER'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 limitedle
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
Southwest Florida Water (management District -Wells, Cypress Dayheads, 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 "V" 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 error 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
OWNER OR AGENT CONTRACTOR a
Subscribed and sworn to (or affirmed) before me this Subscribed and sworn to (or affirm ) before me this /"�
by__by 5 (r `
Who is/are personally known to me or has/have produced Who is/are personal) known to me or has/have produced
as identification. as identification
Notary Public --: Notary Public
Commission No. Commission No. ; � �
n
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
a ...i
Ana McThenia
Commission No. HH 87650
�!Notary Public, State of Florida
My Commission Expires: 02/01/25
r.
1,o
A &0
TITLE- AGE-ef�--T'
WWWX' fl-COAA
2634
Cl,',E['JT ORDER MIUMDM DUE 04aW2
A�,JND LAORA SiG fd��, F
SELLER:
CERTWIEDTCk
t�AhA WWI &YOWE PRE VWW
nlhikf;�W� 44'
MAT BOOK 71 FAGE 7530 OF THE PLIBUO rk QW0 C-,-,F
CM)NIV, �1.,ORHDA�
2634
B0UNDA,,--"1( SURVEY
C"I'DUK11-Y
390n
p !ATE AW 11)
i�,;,� Am K
p Q E WmNil
5 MOU h? I/ who? Al"',
MOOT
1A,
zt
11 AW v, 01 EPTY
m! 14,011 ORMON
WYNn Hy UTEN ANDA. 011b PROM, Ksb� f
Td A! i""', F , i1 0,'Y,,4mjN1Q FAR to p 1XV at p
W P �'A ki iii E F E R f", KICi 01 NO R1 H 5-,,' l. IR t� lFli
a,NF.- OF LOT 1K EMCK 0 L,01,.ATFfl
""VISI(A\k V-1 lE i�,SS AFJD'�-A W0 SI'0 O!
PLAT WEREOF. AP ii:;, PM -A, PS
CWTit EPIRLIC WAYRDIM MOW MOM 11
1 i fivii .etpi F)E4,x�;a'i , it d!"1t, i, " 1 i 41 .k it 1,, ih, i;-v iq Iw, I "It t it pne, cir lfrq+, 'o dF,
hi;k,
is 1 ly— poi.
3 R sea 4 a "W" mm�� 0=041 A- mm A. mpm-1 m dowsm Wa Amn", m by Owd P,
4 ihis s'vriy 1"" dww t j...
5 Ad"hmm&Q&—W"= "N hm—N, "W i t6mW ,"""WmnnQ isWWQAwW"p —4
jjWV paq W pm W".
6 pommom mp m t 0 mwx,,`w & Q i
7 Dw 0 m~m0wKn,.�-Imm Wmw Qmt."1 m"mthmav
pre
A AR cowas masW a sk 00,0 : mWW". a " W"T n 10 hm Whu ms a up mmvc"sm M 32,
Colfle lf1d
Spam 1A rdamdumh W nirt�ja k p"wisk—A &Ida, 1 m, Wit invoice forifA5 qwv��, Y905 h "Ambi
h't,
il
X1
MUIR SCALE On FQ,�
110y Area Surveying
DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-16 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. AC1318 CONCRETE REFERENCE MANUAL.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2, BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3, WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 130 MPH & EXPOSURE = C
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 32 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 26 PSF
VERTICAL PRESSURES ON SCREEN SURFACES = 9 PSF
VERTICAL PRESSURES ON SOLID SURFACES = 27 ESE
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = .88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR =
FOUNDATION DESIGN
SEE PG-03 FOR CONC. PLAN
MISCELLANEOUS
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
FASTENER SPECIFICATIONS
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1 /4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE # 10 X 1-1 /2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
RESPONSIBILITIES
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS, CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND.
4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS
AS PER MANUFACTURER'S SPECIFICATIONS.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
SWEET _. DRAWING
S/01
GENERAL NOTES 1
S/02PLAN/
ELEVATIONS
S/03
FOUNDATION PLAN
S/04
DETAILS
S
L/05
DETAILS
--- —
S/06
-----�
DETAILS
`\i\ittiflllllll//�///
N
\�`(�r iJ
• . e �'�� ��ii
CEO
Qom,°co o
O b °
a_
O
= C> e U
L
co
uj
`tttttiiilitit
ALUMINUM SPECIFICATIONS
``
///
N
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
` �j�j�
'i
`D
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6 FROM ENDS & 24" CENTER TO CENTER.
�✓ �yLLui
# 10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER.
Q e' o
O „t =
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
_ : z o
w =
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
= C`? ; ca
i--
o
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
:v o
)
INCHES.
z
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
b. SCREEN MATERIAL SHALL BE 18J14 SCREEN UNLESS
'% �� °"°""
O�
W
~
APPROVED FLORIDA ENGINEERING LLC.
&3Y
7I" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
8. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
r
00
NOTE:
24" (MAX.) O/H AT FRONT, 25%
OF LAST PANEL WIDTH ALONG SIDES, TYP.
14'
" 9'-11" �" 4'
j BEAM TO WALL 3" HEADER WALL MOUNT
1X2 1X2 i..-___-CEILING FAN BERM T 1X2
00
2X2 �'�ti - -- -- --- „ -I 2X2
DOOR 3" X .024" X 1LB DOOR
2X2 COMPOSITE PANELS " z -.�.__
2X4 3105-1-1154 < - 2X4
o (� 1/4 -1 SLOPE 7G (MIN.)I
X X n uw
rl-
w rn 00
- ---- (FL,# 15491.1 - R5) - - --- �I- < X x
h N
- -_.' V) N 2X4
2X4 2X2 CEILING FAN BEAM
00
NJ nxy W c1 II o?
I illl
i
2X3 /� -�� 2X3 =___ ---2X3-EDGE-==_-____--�� 4i 2X3- --
L16"X.024" KICKPLATE TYP. 5 6
3" INSULATED PANELS
�- 7'_0"
24" (MAX.) O/H AT FRONT
25%O/H OF LAST PANEL WIDTH
ALONG SIDES, TYP.
m
FOUNDATION DESIGN I I I i I i
SEE PG-03 FOR CONC. PLAN \ ` ®ate ° ° ° ° �/�/�
q�: tv cNt u_ Z:% aJ Eu
® O
SPECIFICATIONS_ Q 0 a _-cm
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: _
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN �l= `: > z <t�
THE SCREEN ENCLOSURE SCOPE OR NOT, BY ONE OR MORE 0
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE FOOTER OPTIONS FOR SLOPED GROUND FOOTER OPTION FOR NON SLOPE® GROUND /b
APPLICABLE: �� (�� ` a W
a. CONCRETE SHALL FOLLLOWING COMPONENTS:
TO ASTM C94 FOR THE OPTIROOTOER#1 OPTION Wt SI AB BAR #wl PAVER OPTIONAL BRICK
I. PORTLAND CEMENT TYPE 1 - ASTM C ISO w -CONTIFOOTER
CONTINUOUS �.� PAVER DECK �- —
ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 SODDED GRADE IL CONCRETE LEGEND c\
r _.
III. AIR ENTRAINING G 1 % ASTM C 260 — ., a a HATCH INDICATES cc
r-
v. WATER REDUCING AGENT - ASTM C 494
v. CLEAN POTABLE WATER ; `<;v;;;�� ^: :� N -- ---- —
vi. OTHER ADMIXTURES NOT PERMITTED �� M
�C _ HOST/ EXIST.co
M
b. METAL ACCESSORIES SHALL CONFORM TO: _
I. REINFORCING BARS - ASTM A615, GRADE 60NEW FOOTING c
WELDED WIRE FABRIC -ASTM A185 o PA�T�Fii/lz.<% r'>>^` 1 ��
2) #5 BAR
<_
a CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" ,-p56ARVERTICAEtr,.; — CONTINUOUS�- 1}
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT ATIP ON CENTER . �wy��_ GRADE (25' MIN. LAP) NEW SLAB AREA
BAR TO BE 5 FT. LONG('%r('j --- i
PERMITTED. ;.;<,; 12""X 12"" RIBBON FOOTING NOTE: ALL MAY NOT APPLY 0 cod. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE 1 E
SCALE: NTS
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 "'' CONTINUOUS
BAR W < LL Lo •�
INCLUDING HOT WEATHER RECOMMENDATIONS.kS - � 12"
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. z W pj
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE OPTION #2 co
AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. FOR RISK FOOTER W/ PAVER OPTION #2 D —
CATEGORY II, 111, & IV STRUCTURES ONLY. BRICK PAVER DECK es BAR CONTINUOUS PERIMETER FOOTING ROOTER W/ SLAB ® �
g. CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR CONTINUOUS (3000 PSI, MIN.) 12" WIDE NEW 4" SLAB 3000 PSI i d
(2)45 REBAR, CONTINUOUS �S , W/ FIBERMESH
BARRIER. (SLAB ONLY) - " O SODDED GRADE_`+ -
<I Y MIN. CONC. COVER, 24" MIN.
2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR AP SPLICE +TURN DOWN WHEREcl
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI NEEDED FOR GRADE a� Z
GROUT WITH BONDING AGENT �'�' >r ;'� -' 8"
3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT ;�;<, , , ( o 45' �—
DRILL & EPDXY #4 X 8" REBAR INTO EX. FOUNDATION EMBED : ✓'��' ^''� '"
4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) �' B=,2 xA - ( 0 ( L0
48" O.C. TYP. ALL LOCATIONS�� ~I aM'N, tV7
:R' ;- a
',�-nSeAR veancAEiv'„c;=�ti� ( I ii )I}#S BAR r-
4, WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & _ F - 8 — CONTINUOUS �( 0-
EPDXY NEW STEEL INTO EX. FOUNDATION WITH EMBED 6" MIN Airs oNCENrEa„,„} t/ ,JYiI— o �� (25' MIN. LAP) LL
W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) N
TYP. ALL LOCATIONS �" 8'"x8"" MONOLITHIC FOOTING
5. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR CONTINUOUS - --IT - SCALE: NTS
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT, Z
6. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE �-
NOTED. ---- < >
MASONRY SPECIFICATIONS
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5-0" IN
HEIGHT.
FOOTING NOTES
1. PROVIDE 1-1 /2' COVERAGE TOP, SIDES, BOTTOM AND 1" BETWEEN
ADJACENT REBAR LAPS.
2. PROVIDE MIN. 3" COVERAGE OF REBAR FOR ALL CONCRETE IN
CONTACT WITH THE EARTH.
3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS
4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 60
5. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO
CITY / CO. REQUIREMENTS
6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION
7. SEE GENERAL NOTES ABOVE FOR TYING INTO EXISTING FOUNDATIONS
8. SEE GENERAL NOTES ABOVE FOR ADDITIONAL CONCRETE
INFORMATION & SPECS.
25'
OPTIONS FOR
FOOTER SIZE
CONC. PLAN (N.T.S)
3" X .045 X 2" LEGS REC. CHANNEL
4# 10 X 3/4" SMS REC. CHAN. TO TOP CAP ( ALUMINUM MEMBERS DIMENSIONS - -
( Cc
ATTACH 1" X 2" OR 4#' 10 X 3/4" SMS REC. CHAN. TO BEAM E/S <C/ fV LL �- -- W
TO POST WITH (2) # 1Ox3" SMS INTO SCREW - - Q : •co O O C%
TABLE D 2-# 10 X 2" SN i HOLLOW SECTIONS
BOSSES FOR EDGE MEMBER "' � . Z w
j U SCREW REQUIREMENTS j 2 x 2: 2" x 2" x 0.050" I- _
2x3:2"x3"x0.050" _� °U `� �°
#tOX314 #12X3/4 ��
!COLUM BEAM �. __-....._._ 2 x 4: 2" x 4" x 0.050" �} °°> 0 � B
2 X 4 PER SIDE PER SIDE ! 2 X 5: 2" x 5" x 0.050"
�.. _-�, �
6 7 --I c *HORIZONTAL OR SLOPED o ( ° OPEN BACK SECTIONS i,/j �y� • ° ° ° '( \� lLl
2X7� 1 8 8 �oL_ I
EDGE MEMBER - o ° \ o�
! 2.X 8_ 9 __. 9 o OR PURLIN ° ° 1 X 2: 1" X 2" x 0.044"
—9- _t44-__ - (i ° 1 x3: 1x3"x0.045" Hari ` �c3 0
C2X5 2x5 6 _ 6 _
-
2x6 77
2 X 77 8 - 8_. ° _ / SNAP SECTIONS _
2X,8 9 9 __ __! fi EDGE MEMBER
2 X 4 10 9,-, "- BEAM PER PLAN (2) # 10x2 OR PURLIN 2 X 2 SNAP: 2" X 2" X 0.045"00
7 INTO BEAM (D Lr) o 2 x 3 SNAP: 2" x 3" x 0.050"
2.x 90� q_ -- 9 BEAM 8 8-- 2 X 4 SNAP: 2" x 4" x 0.045" a%
X 8 BRACE (Yri
cr
f 2 X 7 j' DENOTES SCREW INSTALL BRACE � O.Ob25" 6063-T6 FLAT PLATE SELF MATING SMB �- Cy
- i
2 X 7 2 X 8 8 9---- PATTERN -NOT -- w/(8) # lOx.75" SMS, MIN-.5" ( ) W
2 X 9 10 9 ! TO CORNER 1 EDGE DISTANCE, PLATE MAY BE
_ ! NUMBER OF SCREWS ? 2 x 4 SMB: 2" x 4" x 0.046" x 0.100" z C) 0
2 X tO -- 11__.i..._ 10 SEE "SCREW REQUIREMENTS" FASTENED INTERNALLY TO BRACE 2 x 5 SMB: 2" X 5' X 0.050" x 0.1 16" -y Q
FOR NUMBER OF SCREWS, - � U
SCREW EDGE C TO C ® it EDGE DISTANCE AND C. TO C. 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" U
i SIZE DISTANCE SPACING SPACING PURLIN 2 x 7 SMB: 2" x 7" x 0.055" x 0.120" _ c
# 00 3/8" 13/4" 2 x 8 SMB: 2" x 8" x 0.072" x 0.224" uj
-j 0 00
-------------� ! ! COLUMN PER PLANS
#12 1/2'` i1/2"-�_ 2x9SMB: 2"x9"x0.072"x0.224" -�
ui tf3
2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306" tL °-
- 2 x 10 SMB: 2" x 10" x 0.092" x 0,374" r- N
DETAIL E - UPRIGHT TO BEAM CK
DETAIL "D" -ROOF BRACING CONNECTION DETAIL A"" ®o co
E--.
CONNECTION SCALE: NTS SCALE: NTS z d ' c
G[ _I N
--- - -- — <
ALUMINUM INTERNAL OR EXTERNAL
MINIMUM NUMBER OF TAPCONS INTO CONCRETE &
- M
I I RECEIVING CHANNEtw/(4)#lOx.75"
# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM - INTO GIRT OR PURLIN & (2) # 14x.75' O C14
THROUGH SECONDARY 2" X 2" X 0.125" ANGLES = - - -- INTO BEAM OR UPRIGHT 0.062 ANGLE I N
J CLIPS MAYBE USEDOxt-1 /2"SMS INTO N
(SEE BELOW) ? \\ SCREW BOSSES
2X4 S.M.B. (1) 1 /4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. LL
— -_ -- -- -_
2X5 S.M.B. (1) 114" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S.
�J -FASTEN TOP OF HEADER TO INTERSECTING
2X6 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (3) # 12 X 3/4" S.M.S. j ( 2'x2' MEMBER w/(2) #10 SMS w/t"
2X7 S.M.B. (2) 114" X 2-1 /4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S. ( PENETRATION INTO SCREW BOSS OF
2X8 S.M.B. (3) 1 /4" X 2-1/4" S.S. TAPCON & (5) # 12 X 3/4" S.M.S. 2"xz' MEMBER - TYP. BOTH SIDES z
2X9 S.M.B. (4) 1 /4" X 2-1/4" S.S. TAPCON & (6) # 12 X 3/4" S.M.S.
2X 10 S.M.B. (5) 1 /4" X 2-1/4" S.S. TAPCON & (7) # 12 X 314" S.M.S.
PURLIN %„)
7'x2' DOOR JAMB ! ( MEMBER �U- W
i
1 /8"x2"x2'x ANGLE SELF -MATING OR !
SNAP SECTION TYP. UPRIGHT, R HOLLOW
5032 H32 ANGLE ��� (. ( �}
--_-, __. i SELF MATING, OR HOLLOW
(2) - # 12 SMS INTO COLUMN - 114" MASONRY ANCHOI
R "x2" O.B. BASE PLATE-TYP.
- - ----
ANGLE -EACH SIDEEACH COL.
4" MIN. COLIC.
_ ANCHOR EMBEDMENT FASTEN HEADER OF # lOx.37'7!
INTO SCREW BOSS OF HEADER
DETAIL C" - GIRT OR PURLIN TO BEAM
° o ( OR POST DETAIL SCALE: NTS
2-1/4" MIN. COLIC. ° ° 2" MIN. INCREASE DISTANCE !
ANCHOR EMBEDMENT ° — WHEN GREATER THAN 2x4 ALTERNATE HEADER CONNECTION
SECONDARY ANGLE ° ' °-°-= ° ° ° UPRIGHT IS USED WHEN Z-BAR IS USED -FASTEN
°
Z-BAR TO COL/HEADER AT EACH—
L ° CORNER AND 18" O/C
3000 PSI COLIC. ° 2"x2'x.063"- DIM. TO MATCH PURLIN—
SIZE
ECEIVING
6x6-IOx10INWM - -----_ NWOHERE PAV - - - _..._ (2) #12 SMS SLAB/ FTG. INTERNAL TO EAVENRAEL z
OR FIBERMESH SIDE VIEW ERS ARE PRESENT USE S/16" (3) # 12 EACH SIDE INTO PURLIN
TAPCON XL (RED HEAD MFG.) MASONRY - ALTERNATE BASE PLATE CONNECTION
ANCHORS TO PENETRATE UNDERLYING ATTACH 2"x2" TO BASE PLATE ( _ C) _!
CONCRETE FOOTING 2-1/4" (MIN.)
(INTERNAL) w/(2) #IOx2"SMS < < J
1/4"MASONRY ANCHOR- of LL
AT EACH ANGLE (2j - # 12 SMS ( ATTACH BASE PLATE TO 2''x2" Z, 0
/U w/(2) # 1 Ox3" SMS INTO SCREW (� EAVE RAIL - SEE PLAN ° !/ Q Z J
/ -1 /4" TAPCON XL (RED HEAD MFG. OR EQUAL) BOSS OF BASE PLATE (� EXTRUSION
2 @ I x2 BASE 1 x2 OPEN BACK // U uJ
z C SLAB (BEYOND) EXTRUSION UPRIGHT
Q
(2) # IOx2" SMS THRU Ix2 INTO 0 Fy CD
-I "xT BASE PLATE ANCHORED w1 - - -- - -- --IL-.. EAVE RAIL EACH SIDE OF COLUMN ) O
LIJ
TO COLIC 114" MASONRY ° ° ° ° ° ° ° ° ° ° ° ° ° °° ° ° EL
ANCHOR 6" MAX EACH SIDE Ui
OF POST AND 24" O.C. MAX .,° a n a ° ° e ° a o ° ° e ° ° a e a z
+T °
1-1 /4" CONC. EMBEDMENT TYP. a
3000 PSI COLIC. -I----
SLAB/ 6" -- °
_
-___. DESIGN DATE: 08/16/2021
FTG. � -1 /4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6' OF � -._ _._.
6x6-Iox 10 WWM FRONT VIEW COLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTING
OR FIBERMESH DETAIL F G" - SLOPED PURLIN FREMOON 1:DATE
DETAIL "F'° - DOOR JAMB & HEADER CONNECTION SCALE: NTS - DETAIL "B°' - 2"x4" OR LARGER SELF MATING v°s°aN 2: DATE �EET:CONNECTION SCALE: NTS -
UPRIGHT TO DECK DETAILS SCALE: NTS DRAWN BY: KT
—— — .��
---------- �----- SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END x5"xZ'WtDTH EXTRUDED GUTTER BRACKET
wl #I 0xI.5" EACH SCREW GROOVE. FASTEN (THICKNESS OF LEG @ WOOD SCREW SHALL BE
TO BEAM w/ 2"x2"'xl /8" ANGLE (2) # 12 SMS 0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
INTO BEAM & (2) #1 0xI.5 THRU ANGLE INTO @EACH BEAM w/(2) #I 2x3/4" SMS 0- 1" SPACING
GUTTER WHERE NO GIRT IS PRESENT, ATTACH INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL
ANGLE DIRECTLY TO GUTTER - GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
INCLUDE 2" GUTTER BRACE AT EACH BEAM
LOCATION.
.050'GUTTER STIFFNER
2"x,2"xI/8' ANGLE FASTEN TO FASCIA w(2)
w/(2) # 12 SMS # 12x2" WOOD SCREW
EACH LEG FASTEN TO GUTTER w(2)
# 12 SMS GUTTER
EXISTING HOST STRUCTURE BRACE
o
(DESIGNED BY OTHERS) WHEN BEAM & PURLIN
HIT ON CORNER
BEAM FASTEN OUTSIDE OF
BEAM & PURLIN
(2) # 12 SMS (2) # 14 WOOD SCREWS @ I w/ I/8"x2'lx2" ANGLE
SPACING @ EACH GUTTER BRACKET & (4) # 12 SMS EACH LEG
& (1) @ I 8"O.C. MAX. u
MIN. EMBEDMENT SHALL BE 2" <
3 -------
CLOSE BOTTOM OF
E MMED B AM WHEN TRIj
.044 RECEIVING CHANNEL,— FOR BEAM OVER 2x5
FASTEN w/(2) # 12 SMS INTERNALLY w/f2) # 12 SMS FASTEN INSIDE CORNER .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
EACH SIDE OF BEAM ALTERNATELY 2x2xl /8" ANGLE BELOW GIRT, (2) # 14 SEAS INTO (BEAM TO PURLIN)
BEAM & (2) # 12 SMS INTO STRUCTURAL GUTTER w/ I /8''x2x2" ANGLE
wS(2) # 12 SMS
INTO EA. MEMBER
SIDE VIEW (BEAM & PURLIN)
#10 SMS WITHIN 6'
& 4 24" C.C. MAX.
2x2x 1 /9' /
EA- SIDE OF
w/(2) #1
EACH LEG EAC
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: NTS
FOR 2XIO:
(20)#12
SEE SPLICE SECTION
OF
EA. HALF OF
EA. SIDE OF
SPLICE PLATE
. . . . . . . . . . .
(A) X
�A
. .
(A)
IN)
L12
1/2 - — -
NOTES:
1. SPLICE DETAIL SHOWN MAYBE ROTATED
MANSARD APPLICATIONS.
2. MAINTAIN MIN. 112- FROM SPLICE PLATE
PERIMETER TO CENTER LINE OF SCREWS.
3- ALL SPLICE MATERIALS ARE ALUMINUM
ALLOY
6005T-5
4. SPACE ALL SCREWS (3/4" MIN. LENGTHN)
EQUALLY AROUND PERIMETER (STAGGERED
IF NECESSARY)
5.
SPACE # 14 @ 1" MIN. # 12 @ 3/4" MIN AND
# 10 #5/8" MIN
6. CUT TOP OF SMB TO FIT TIGHT ALONG VERT
JOINT.
7. DRAWING ARE N.T.S.
-ASTEN GUTTER TO
-ASCIA w/ # 14x2'
WOOD SCREW 18" O.C.
�2) # 12 SMS
2) # I 4x2'
WOOD SCREW
I" SPACING
FASCIA (2"x6" MIN. EXISTING)
STRUCTURAL
GUTTER
2x 10 ILLUSTRATED
�1111s TOTAL 80 SCREWS
All— 40 SCREWS ON EA. SIDE)
3/16"-5052-H32 GUSSET
INTERNAL OR EXTERNAL
FASTENER SPLICE MIN. SCREWS/
SCHEDULE SECTION EA. HALF OF EA.
SIDE OF
'AM SIZE SPLICE PLATE (A)
SMB) — - _F_
#10 i12 #14
_ 2X 4 X _14" 8 7 6
X 4
2 X 5 2 X 5 X 16" _9 8 7
2 X 6 2 X 6 X 18" Vo— _8_ 8
2 X 7 2 X 7 X 20"
2X8 2 X 8 X 22" 14-1-2 10
2 X 9 2 X 9 X 24" 17 13 11
2X9X.310 I 2XIOX26" 12
L_ 2 X10 �2 X 10 X 26" 26 1 20 14
DETAIL "K" GUSSET CONNECTION
SCALE: NTS
2"x2"xl /8" ANGLE w/(2)
# 12 SMS EA. LEG
I/8!'x2'x4" STRAP
(2'1 # 12 SMS INTO BEAM
(2) # 12 SMS INTO GUTTER
(2) # 12 SMS
� GIRT -
SMB
2"x2'xl/8" ANGLE w/(2)
# 12 SMS EA. LEG
SMB
11mal
(2) # 14 WOOD SCREWS
INTO FASCIA
GIRT
STRUCTURAL GUTTER
SIDE VIEW
-GIRT (2) GUTTER BRACES
EACH w/(2) # 12 SMS
FASCIA INTO GUTTER & (2) # 14
WOOD SCREWS INTO FASCIA
GUTTER
BRACE
(2) # 12 SMS I w U
I� <
3
I /9'x2"x4" STRAP GIRT
(2) # 12 SMS INTO BEAM STRUCTURAL GUTTER
(2) # 12 EMS INTO GUTTER
TOP VIEW
DETAIL 1" CORNER CONNECTION
SCALE: NTS
(9) # 1 4x3/4" SF
1/8" PLATE ON 45- ANGLE
OR I /8"x2'x2" ANGLE w/(4)
# 12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETER
FRAMING
40' MIN.
60' MAX.
I /8" STAINLESS STEEL
BRAIDED CABLE
C=
r) C)
LL_
0
w
L
c:)
LLI (D
0
w
<
0
Z
0
(D
w
0 0
C)
C14
Cy)
CD
co
zz< E
Q 0
w
0
L)
<
C( C) 6
Lu 0 00 —
0)
c:
EBOLT FOR
LL t4 j
ABLE TENSION
Z O�
-
LJJ
co
I /9" STAINLESS STEEL
BRAIDED CABLE
(D -
P cy)
W <
0_j "t (1)
0r_ 0-)
<
<
:E
®
o
W L0
or)
0
LL
C\l
0- C\l
3000 PSI CONC.
3" A.S.T.M. A-36 STEEL CLIP
WITH 3/8'x3" SLEEVE ANCHORS
6x6- I Ox 10
(2)
WWM OR FIBERMESH
FOR PAVERS (2) 1/4"x6" TAPCONS
THRU PAVERS INTO FOOTING
I /8" STAINLESS STEEL
BRAIDED CABLE
40' MIN.
60' MAX.
3000 PSI CONC.
6x6-]Oxl 0
WWM OR FIBERMESH
40' MIN.
60' MAX.
4
3/8" DIA x 3" EMBED
CONIC. SCREW ANCHOR
(TAPCON OR EQUAL)
I /8" STAINLESS STEEL
BRAIDED CABLE
3000 PSI CONC.
6x6-I0xl 0 I.5"x5.5'ALUM. STRAP
WWtA. OR FIBERMESH w/(2) 3/8" DIA. x 3"
MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL "I-1" CABLE CONNECTION
AT FOUNDATION SCALE: NTS
w
CD
z
U)
<C)
ry
IF—
ry ILL
z
F_
U)
0
z
0
U)
u)
(D
0
it
U)
0 m
(D
<
F
(D c�
< 0
0
— Lr) W
O� n
F_
LL,
U) (o N
z
o
0
ne
DESIGN DATE:
08/16/2021
REVISION 1:
DATE
REVISION 2
DATE
SHEET:
DRAWN BY:
KT
NTS
5
SCALE:
024 FLASHING SEALED TO
WALL (TYP.)
5 50
# 14x1 /2" S.M.S. W1 INTEGRAL 3/4" O WASHER AND
O_ NEOPRENE GASKET @ 17' G.C., TOP & BOTTOM.
O O O } IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE # 14x4" S.M.S. W/ 1-1 /4" O FENDER
WASHER AND NEOPRENE GASKET @ 12" O.C.
s (3) PER PAN FOR PANS
1 EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. 1-11T BEARING LEG.
HOST STRUCTURE 114', O x 2-i /2'LONG WOOD LAG SCREW OR
MASONRY OR WOOD 1 /4" G x 2-i /4" LONG MASONRY ANCHORS
@ 24" O.C. MAX.
ROOF PANEL ATTACHMENT — MASONRY
SCALE: N.T.S.
' "•"" S.M.S. w/ 1-1/4" fd FENDER WASHER
IEO-PRENE GASKET @ 12" O.C.
9/16" W/ 5/8" NEO-WASHER
'PAN FOR PANS
COVER END OF PANEL
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
3/8" DIA. MACHINE
,LTS THRILL CARRIER
4M & POST
TERNATELY (4) # 10 INTO SCREW
,SS OF UPRIGHT 2'MIN.
PTIONALEXTRUDED GUTTER IS
TACHED TO 3" INSULATED ROOF
#12x1" 6" FROM ENDS 24" O.C-
2"x2'x.063" - DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) #12 SMS INTERNAL TO EAVE
RAIL (3) # 12 EACH SIDE INTO PURLIN
SEE DETAIL'E'
FOR BEAM TO UPRIGHT
OPTION #1
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w/ (4) #10 SMS (INTERNAL) 2' MIN.
INTO SCREW BOSS OF INTERSECTING MEMBER
EDGE BEAM PER PLAN
OPTION#2
�I' III ALUMINUM INTERNAL OR EXTERNAL
II it V III RECEIVING CHANNEL w/(4) #10x75"
II it II it INTO COLUMN & (2) # 14x.75'
COL PER II it II II INTO EDGE BEAM (*0.062 ANGLE
PLAN_ COL. PER i PLAN I
CLIPS MAYBE USED) t II )I I
it II It li
ii II if j Ii II'
I
I p it
I
II d 11 11
Ali u � u
Ili Ili n 1
o u o u
II II � ItI
2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION
SCALE: N.T.S.
#1.0X3/4 SCREWS 8" O/C
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. 1-1 /2" BEARING LEG. W/ # 12x3/4" S.M.S.
W/ INTEGRAL 3/4" 0 WASHER AND NEOPRENE GASKET
@ 12" O.C., TOP & BOTTOM
(2) # 12x3/4" SMS @ 12" O.C.
INTO BEAM PER PLAN
ROOF PER PLAN
CARRIER BEAM
PER PLAN
2"X2"XI/8" ANGLE CUT TO FIT
W/ (3) #12x.75" EACH LEG
EACH SIDE OF UPRIGHT TYP.
6C/ CVLL
Cl) o
O
`.
LLI
E-
-
_0 °•U
O
O` _
c)
F®
ii
Q E
0
0
TX2"X.125"ANGLE IM(
#14x3/4"THIRD ANGLE LEG
INTO BEAM EA. SIDETYP.
SEE TABLE FOR QUANTITY
--
nr�//
L.1_ O 6
aurunimI
_
FASTENER NOTES:
MAINTAIN 1 /2" SEPARATION BETWEEN FASTENERS.
Lu <
i
[L Lo 'L
PER PLAN J
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM EDGE.
FASTENERS MAY BE STAGGERED TO ENSURE PROPER
a)
QUANTITY PERMITTED (PATTERN MAY APPEAR DIFFERENT
FROM ILUSTRATION)
2'X2'X.12S' ANGLE W/
@ Z'
BEAM TO WALL w/ 1 /9' ANGLE TABLE
(
O f
- (3) 1 /4" X 2-1 /4" TAPCONS ac.
THIRD ANGLE LEG INTO HOST WALL
QUANTITY/ SIZE QUANTITY ANCHOR I
BEAM SIZE PER LEG TO BEAM PER LEG TO WALL
UJI <
_ Qi
4—
v
TOP VIEW
2X4 I (4) #12-(2) #16 (2) 1/4"TAPCON
BEAM PER PLAN
(2X7SMB ILLUSTRATED)
2X5 (5) # 12 (3) # 16 (2) 1 /4" TAPCON I
_
2X6 (5) # 12 (3) # 16 (3) 1/4' TAPCON
°
2"x2X.125' ANGLE W/
1 0 #14x3/4"THRU ANGLE LEG
INTO BEAM EA SIDE TYP.
2X7 (6) # 14 - (4) # 16 (3) 1 /4" TAPCON
'- -- 'TA
2X8 (7) # 14 - (4) # 16 (4) i /4" TAPCON
T_
6.L
SEE TABLE FOR QUANTITY
c
2X9 (8) # 14 - (5) # 16 (4) 1 /4" TAPCON
�-1.
y
V
TX2'X.125" ANGLE W/
2Xid (9} #14-(6) #16 (5) 1/4"TAPCON
L -,.LL
)THR1U ANGLE LEG EG INTO HOST WALL
SIDE VIEW
BEAM TO HOST WALL CONNECTION
SCALE: N.T.S.
#14x4" S.M.S. w/ 1-114" 0 FENDER WASHER
AND NEO-PRENE GASKET@ 1.2"O.C.
2"X2"X1/8" ANGLE CUT TO FIT
w/#12x.75" @ i" SPACING MAX.
(4) PER LEG (MIN_) EACH SIDE TYP.
ALTERNATELY CLIPS MAYBE USED
#14x4" S.M.S. w/ 1-114" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 24" O.C.
FOR NON -LOAD BEARING WALLS
i
Q
W
a
N
0
Li }
I
CV
00
O
co
W
0
U
z
PRIMARY UPRIGHT PER PLAN SIDE WALL. UPRIGHT' 4" 0 DIA. TAPCON 6" FROM ENDS _ )-
24" O.C. MAX 1-1/4" EMBEDMENT Q U)
PER PLAN IN TO UNDERLYING CONC.
� ?>
O (i
LL
_ z i'
ALUMINUM INII RNAL OR EXTERNAL /"S Z _j
RECEIVING CHANNEL w/(4) #10,7S" V
IN TO GIRT OR PURLIN&12)#14x.75" / (4)#10x2"SMS INTO ) U �0�R —!
INTO BEAM OR UPRIGHT 0.062 ANGLE // SCREEN BOSSES ( U] U) V
CLIPS MAYBE USED � / W 4 ry
-_._-- PLAN ....._..� U) CHAIR RAIL PER _
0 0 �/
`ANGLE REQUIRED ONE SIDE ONLY
AT CORNER AND DOOR OPENINGS WHERE KICK PLATE IS INDICATED Q O U Lo LLJ
FASTEN W/ #10 X 9/16" SMS
6" FROM CORNERS 18" IN FIELD (2) #IOx2" SMS INTO z n- " " UJ
SEE UPRIGHT TO DECK 1/4DIA. TAPCON 6FROM ENDS OR FASTEN W/ #8 X 9/16" SMS SCREW BOSSES OR d 0
CONNECTION DETAIL 24" O.C. MAX 1-1/4" EMBEDMENT Z" FROM CORNERS 8" IN FIELD CLIPS MAY BE USED a
INTO UNDERLYING CONC. --- -
_ -- � -- -- ----- _---�--- -�_ - - _- -- � DESIGN DATE: 08/16/2021
-_- — -_
FOUNDATION PER PLAN REVISION 1: DATE
REVISION 2 DATE T SHEET:
SCREEN ROOM END WALL DETAIL SCALE: N.T.S. DRAWN BY: KT
SCALE: NTS j