HomeMy WebLinkAbout21-1615 D
Q,
City of Zephyrhills PERMIT-NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-001616-2021
i Phone: (813)I780-0020
Fax: (813)780-0021 Issue Date: 03/24/2021
Permit Type: Add/Alter (Residential)
Property Number Street Address
25 26 210100 00000 0610 2930 Moulden Hollow Drive
Owner Information Permit Information Contractor Information
Name: FRANK JR&LUZ HERNANDEZ Permit Type:Add/Alter(Residential) Contractor: POMBOS CONTRACTING
Class of Work:Add/Alter Residential SERVICES I
Address: 2930 Moulden Hollow Dr Building Valuation:$5,598.00
ZEPHYRHILLS,FL 33540 Electrical Valuation:$0.00
Phone: (540)446-1684 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00
Total Valuation:$5,598.00
Total Fees:$101.99 /
Amount Paid:$101.99
Date Paid:3/24/2021 12:42:13PM
Project Description
CONSTRUCT SCREEN ENCLOSURE 480 SQ FT W/FOOTER
Application Fees
Building Plan Review Fee $34.00 Building Permit Fee $67.99
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.
"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 add fee 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.
4�1 aLW*V&r-
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building,Department
Date Received
Phone Contact for Permitting ( Z3
aacaaaaa a
ownersName HERNANDEZ FRANK JR&LUZ ESTHER Owner Phone Number �/—
Owner's Address 2930 MOULDEN HOLLOW DRIVE,ZEPHYRHILLS FL 33540 Owner Phone Numbs
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 2930 MOULDEN HOLLOW DRIVE,ZEPHYRHILLS FL 33540 1 LOT#
SUBDIMSION HIDDEN RIVER PARCEL I D# 25-26-21-0100-00000-0610
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR B KADD/ALT IJ SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK SCREEN ENCLOSURE OVER PROPOSED CONCRETE FOOTER AND PAVER DECK
BUILDING SIZE SQ FOOTAGE J{0 O\/ HEIGHT
-tt r<L-lux-1c
EXIBUILDING $ 5,598.00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ 1�v
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION` (/ YV
=GAS 0 OTHER 0�
0 ROOFING 0 SPECIALTY
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 44h
BUILDER COMPANY POMBO'S CONTRACTING SERVICES INC
SIGNATURE REGISTERED f Y/N FEE CURREN
Address 14413 N HALE AVE TAMPA FL 33614 License# CRC1328960
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N I FEE CURREN I Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
[!![[[[!!! 1!!![[I[!![[! i!!II
ttt![!!t !!l[I!t!t[![! 1[[[[!![[[[llll[!!i
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new constructlon,
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 subdlvislonstlarge 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/Footage)
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 maybe subject to"deed"restrictions"which maybe 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—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.
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"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 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 COMMENCE ENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND T O T FINANCING,CONSULT
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR 4w- - /7 /?
Subscribed and to r irm befor Subscribed and swo ) fore e i
by by12
Who is/are personally kndwff to me or has/have produced Who.is/re personally known to me or ha ave produced
as identification. I)� as Identification.
VNotary Public QNotary Public
Commission No. Commis n No.
.a,9xns
Name of Notary typed,printed or stamped Name of Notary typ prjr sd:gr•stargpet(Q iELINE BOGES
C ii fission O GG 276A57
Cxc,ces December 12,2022
Thru Troy Fain insurance 800.385 7019
,Wm
INSTR#2021 027091 OR BK 1 0276 PG 1803 Page 1 of 1
02/10/2021'10:08 AMA Rcpt:2259214 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
NOTICE OF COMMENCEMENT
Permit No.
Property Identification No.25-2e-21.0100-00000.0610
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section
713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT.
l. Description of property(legal description.)HIDDEN RIVER PHASE ONE B PS 76 PG 077 LOT 61
a) Street Address: 2930 MOULDEN HOLLOW DRIVE ZEPHYRHILLS FL 33UO
2. General description of Improvements SCREEN ENCLOSURE OVER PROPOSED CONCRETE FOOTER AND PAVER DECK
3. Owner Information
a) Name and address: HERNANDEZ FRANK JR&LUZ ESTHER 2930 MOULDEN HOLLOW DRIVE ZEPHYRHILL FL 33640 `
b) Name and address of fee simple titleholder(if other than owner)
c) Interest in property i
4. Contractor Information
a) Name and address: YOESLANDY POMBO 4413 N HALE AVE TAMPA FL 33614
b) Telephone No.: (613)373.7433 Fax No.(Opt.)(013)249-0077
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 No.: Fax No.(Opt.)
8. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b),Florida Statutes:
a) Name and address:
b) Telephone No.: Fax No.(Opt.)
9. Expiration date of Notice of Commencement(the expiration date is 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 IPROVEMENTS 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 YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOU NOTICE COMMENCEMENT.
I �
STATE OF FLORIDA
COUNTY OF PASCO V
Signature rFO% er r %V is Authorized Officer t ctar/ParnledManager
LAZ 2tuQ IJ�2
,�,,
Print Name- /t/� /
The foregoing instrument was acknowledged before me this V-day of I e,6- 20X[ by L-dZ-f 5�-4A'r
as (type of authority,e.g.officer,trustee,attorney in fact)for
ww.e se e� P2 (name of party on behalf of whom instrument was exec�ut ),
Personally Known_OR Produced Identificatiort<_ Notary Signature
Type of Identification Produced D,.-,S L'C.-IT,L Name(print) A&fitj 10.S &04- 3t
Verification pursuant to Section 92.52.5.Florida Statutes.Under penalties of perjury,I declare that I have read a foregoin and that the facts stated
in it are true to the best of my knowledge and belief.
F0M1SN0C.rvSd_+007 -
Signat me of Natural Person Signing Above
NICHOLAS CASTRO
MY COMMISSION#HH 043282
S ..I.- EXPIRES:September 16,2024
Banded Thru Notary Public Undervrtltm
STATE OF FLORIDA,COUNTY OF RASCO
THIS IS TO CERTIFY T HAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
ir. •
WITNESS MY HAND AND
/OFFICIAL SEAL THIS � 1\y�y� . ;'� • jy
C DS • V~-.]..;w.Y _rat V4
DAY OF }
NIKKI ALVAR -SOWLES,CLERK&COMPTROLLER
BY -- - ��p n c I/lw DEPUTY CLERK
AS BUILT SURVEY(FINAL) S.EC. 25 , TWP. 2
LOT 61 IiNG BASIS:
HIDDEN RIVER PHASE ONE B
PASCO COUNTY, FLORIDA, NORTH BOUNDARY OF SUBJECT•
THIS SURVEY IS
LEGEND: MAY BE DISCLO
E-00.00 = EXISTING GRADE SEARCH.
EASEMENTS AN[
N UNDERGROUND I
.UNDERGROUND I
'o SHOWN,
II I I NO NOTSCALE
PREPARED FOR&CEIi'TIFIED TO: NOTES TAKE P
aPR
CALAYLANTICTITLE,INC.
NORTH AMERICA,TITLE INSURANCE CO, PURPOSE OF SL
CONDOR VERTIC
EAGLE HOME MORTGAGE,LLC
CONSTRUCTION I
FRANK HERNANDEZAND
LUZ ESTHER HERNANDEZ * 10' DRAM.
5' DRAINA
MOULDEN.,
HOLLOW
DRIVE
HIDDEN RIVER PHASE ONE
(PLAT BOOK 74, PAGES 101-121) ₹`-�Ob cto
PCP(P)✓ (R/W VARIES) LOT 62
POINT 8g. ,{F .wAa s(e"
F'• •y i�ia"' 4 c:.:ry;;.•� fit;,+iJ7 .' "�'''° ** &�� 11 a
�'7'�,!'�+�',,v�1^`+••D?'(:,L,7,;'�•rfl..• 9 n ••• '`o- •�. O.Op' o
1, N ,p�;j{l%''r '�����r. �Hr�i���/�'y`IC�•l ��'.���•'t,�"•r `1 -.��� 'tA.
SI. f(1 rk', .a,�•„C�t�•,j'fiT�ir'��� p,� �Q R "�
'i11 i8 j•: /
� C C
\ E-70.9' s
�(, \ LOT 61
•
y
PL
\ ID
LOT BO pp• � .. '�'' � /
�pl
BOUNDARY
�p•s
-.CURVE ••R DtUS AR g ., . CHOR BEARI O DELTA
026 83,00' 39b 38,98 N 30'371 'E 35'5C'50" PdiM
053 173,00 108:64 '10 ,77 5 30'37'17" W 35'5650 Pdc LOWEST
LIVING
DE5CRIF)TION: S GARAGE
LOT 61, MAP OR.PLAT ENTITLED "HIDDEN RIVER PHASE ONE' B", ' ' ELEVATI'
AS' RECORDED IN PLAT BOOK 076, PAGES 077 THROUGH 082, NAT(ONE
OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, DATUM
LEVEL=
DESIGN CRITERIA: \\\\\\\\\\\UIIIItI/��//////
APPLICABLE CODES,REGULATIONS&STANDARDS
1.THE 2020 FLORIDA BUILDING CODE,SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN,CHAPTER 20 ALUMINUM&CH.23 WOOD. 43:•- ' cV
2.AA ASM 35&SPECIFICATIONS FOR ALUMINUM STRUCTURES, SHEET NO. DRAWING INDEX
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY o
_ O _
o N_
THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.2005 ED. S/0l GENERAL NOTES w Q= N m
3.ASCE 7-16&SE17
4.NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 5/02 PLAN/ ELEVATIONS ALL WORK SHALL COMPLY WITH PREVAILING uj. Z _ W
5.ACI318 CONCRETE REFERENCE MANUAL. S/03 FOUNDATION PLAN CODES FLORIDA S LCING CODE, co : V"
NATIONAL ELECTRIC CODE,
WIND LOADS AND THE CITY OF ZEPHYRHILLS � O �'
1.BUILDING OCCUPANCY CATEGORY,PARAGRAPH 1604.5&TABLE S/04 DETAILS - '% � � �
1604.5:RISK CATEGORY 1. ORDINANCES
2.BASIC WIND SPEED,TABLE 1609C,STATE OF FLORIDA DEBRIS S/05 //i//II OO
DETAILS
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 O N
3.WIND LOADS PER FBC TABLE 2002.4(MWFRS) REVIEW DATE MAR 1 4 2021 J M
VULT= 130 MPH&EXPOSURE=C C� �FOR 20 X 20 X 0.013"MESH SCREEN CITY OF ZEPHYRHIL ~ ` w
HORIZONTAL PRESSURES ON WINDWARD SURFACES= 32 PSF PLAN EXAMINER Z 2 < E <
HORIZONTAL PRESSURES ON LEEWARD SURFACES= 26 PSF
VERTICAL PRESSURES ON SCREEN SURFACES= 9 PSF
VERTICAL PRESSURES ON SOLID SURFACES= 27 PSF O _V
LLI J O
FOR 18X 14X0.013"MESH SCREEN,APPLIED FACTOR= .88
FOR ALLOWABLE STRESS DESIGN,APPLIED FACTOR= .6 LLJ <
FOUNDATION DESIGN ~rr nn LU
PROPOSED 8"X8"RIBBON FOOTER W/(1)#5 REBAR CONT. V ~ M
W - QD °'
C) O c�
MISCELLANEOUS F
1.SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL 0 co
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC J d
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A N
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 O
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. Z
FASTENER SPECIFICATIONS ~
U
1.FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER W
ZINC PLATED.(CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER,INSTALLED TO MFG.SPECIFICATIONS) O
2.IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. U:
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 O ?)
D.WHERE 1"X2"INSTALLED THROUGHOUT AN"OPEN VIEW" z O
SPACING SHALL BE REDUCED TO 18"O.C.AND 6"FROM ENDS F-• J
RENDERING IS NOT TO SCALE & IS JUST A GENERALIZED J
RESPONSIBILITIES Q O
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED DEPICTION OF THE TYPE OF STRUCTURE PROPOSED Of =J
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING Z Z LL
CODES,LOCAL ORDANANCES,AND THE ENGINEER SHALL w U)
BE NOTIFIED OF ANY DISCREPANCIES. O U N 0 J
2.HECON FASTENERS CTORS ALLVE NOT IFYANDBLEAFTERINSTAAAONN, PROPOSED HIP GABLE SCREEN ENCLOSURE cn ® ❑ ❑_
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION w Z O)-
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH O ❑ Q
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH SEE FOUNDATION DESIGN SHEET-O l o m ❑ Z =
THE ATTACHED DETAILS. a w o d
3.FOR"PICTURE WINDOW"MODIFICATION TO EXISTING SCREEN a O 0 w rn w
ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" w 2 N N
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED o a
IN THESE DETAILS.CONTRACTOR IS TO VERIFY&ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND. DESIGN DATE: 02/15/2021
4.CONTRACTOR TO PROVIDE NOA'S&INSTALL ALL MATERIALS
AS PER MANUFACTURER'S SPECIFICATIONS. REVISION 1: 02/22/2021
5.INTEGRITY OF EXISTING/HOST STRUCTURE SHALL NOT BE REVISION 2: DATE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED SHEET:
STRUCTURE. DRAWN BY: KT
SCALE: NTS O
12' - �
L
UN) 0
w LL N
rcrr
rr
1 10'-3x1
- � 51.18
XX3 \ 2x83
I
\\` 09 N
0)
_ ___ L_ \
2X5 �. 2x4
I I
N N
N N w N
I ,
I ,
I II
2X5 2x4
-------- , I
, I
, I
y f I
O
C Q PI LL C/)-1 0
ml
I ,
2X5 2x4
i I
II I I
I I
I I I
IEI I �
I I I
II I I
I I
I I I
I I I
1 II
2X5 2x4
' I
I I
I
Q0_V O Cn A W N D
C ;
/ I mOmXm C)Z—n ocDQ o�2E
q�
�� I �rD—,m ZmZ �ZAmmT C
�/ OmWo�om�� yn na�DZmm
2X3 / 2x3 I o�Z�A"� DZOATZ0A T
r n Z��m�m� �A200w�vc_n
3r r rr 4'-0" L. 10-34 D mDD�m rfl mmD
n O �
8-3 m mFcnD Z�wpZcn tnOZ
Z w
mc cl ZpnDS?°l2,� r
5 F-m-m2 vCiZ N.NpO
n m A A v> A Z' I ( o`
m �Onnm >03ZZA o
�
rrr \ n y , O 7amxn m
7 O _< z < u( bmCC) O
m N p m 0 Q m z n C
rr \� >
N = Om mmm Z
O m
2X3 O p Z Am N
0 j Z
X .p 0 N
w 0
2X2
1X2
= 12'
I II IIIf��,,/
,`G . GUND, /,
0) 0 A M O CONTRACTOR: _ ' No. 60102
Om cn U) 5 POMBO'S CONTRACTING _ FLORIDA ENGINEERING LLC
6- Z
N Z 0
4161 TAMIAMI TRAIL, UNIT 101 X70. STATE OF
Z D II PORT CHARLOTTE, FLORIDA 33952
(941)
-1 m o o PROJECT ADDRESS: 391-5980
N N HERNANDEZ www.flengineeringllc.com
-O = N 2930 MOULDEN HOLLOW DR raig E.Gunderson,P.E.#60102
N m ZEPHRYHILLS FL PROJECT NO. 2104319 -2 FEB,,2 32021
CA CERT.#30782 DA
PROPOSED 8"X8"RIBBON FOOTER W/(1) #5 REBAR CONT. w
25FOUNDATION DESIGN
'MIN.LAP �� sir o
2S'MIN.LAP CORNER BAR TYP. ��` �� •• '' /Ijf P::-
________________ o C�
EACH DIRECTION \���Gj •/V , . N
Q.
SPECIFICATIONS =( W o Fw- , Q= o N
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: _ U Q = E2 m
1.WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER IN ? o W
THE SCREEN ENCLOSURE SCOPE OR NOT,BY ONE OR MORE y z LL-
REGULATORY AGENCY,THE FOLLOWING SPECIFICATIONS ARE N �j
APPLICABLE: % ••........
a.CONCRETE LOWING COMPONENTS:
TO ASTM C94 FOR THE #5 BAR TYP. L - #5 BAR TYP. I/Il-IT
FOL `'
I. PORTLAND CEMENT TYPE 1 -ASTM C 150
ii AGGREGATES-LARGE AGGREGATE 3/4 MAX.-ASTM C 33
N.AIR ENTRAINING+/-1 %-ASTM C 260 CONCRETE LEGEND
iv.WATER REDUCING AGENT ASTM C 494 ��. HATCH INDICATES J O rn co
v.CLEAN POTABLE WATER ,
vi.OTHER ADMIXTURES NOT PERMITTED HOST/ EXIST
b.METAL ACCESSORIES SHALL CONFORM TO: (M I-
I.REINFORCING BARS-ASTM A615,GRADE 60 8"X8"FOOTING/FOOTING STEEL LAP BEND
ii.WELDED WIRE FABRIC-ASTM A185 DETAILS SCALE: NTS O NEW FOOTING Z < w
c.CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" z Z) 0 O U
OR MORE THAN 5".WATER ADDED AFTER BATCHING IS NOT NEW SLAB AREA �/ - v
PERMITTED.
d.PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE NEW 4"SLAB 3000 PSI NOTE:ALL MAY NOT APPLY w J O
INSTITUTE MANUAL OF STANDARD PRACTICE,PART 1,2,&3 O W/FIBERMESH W Q u •�
INCLUDING HOT WEATHER RECOMMENDATIONS. SODDED GRADE
e.MOIST CURE OR POLYETHYLENE CURING PERMITTED. r • a' Z r— N
f.PRIOR TO PLACING CONCRETE,TREAT THE ENTIRE SUBSURFACE \�\ — I- W
AREA FOR TERMITES IN COMPLIANCE WITH THE FBC.FOR RISK r / �r �r ,�!. fn ~ M
CATEGORY II,III,&IV STRUCTURES ONLY. ~ ^
g.CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR >>���, a ° •a /�U 45' z G o S
BARRIER.(SLAB ONLY)
2.WHEN PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR \ \r \
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI \i \ N \� C Q
GROUT WITH BONDING AGENT _
�(1)#5 BAR
3.WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT 8" - CONTINUOUS I- O N
DRILL&EPDXY#4 X 8"REBAR INTO EX.FOUNDATION EMBED FOOTING NOTES
4"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE(OR EQUAL) 1.PROVIDE 1-1/2'COVERAGE TOP,SIDES,BOTTOM AND 1"BETWEEN ADJACENT REBAR LAPS. r
48"O.C.TYP.ALL LOCATIONS O (fl
2.PROVIDE MIN.3"COVERAGE OF REBAR FOR ALL CONCRETE IN CONTACT WITH THE EARTH. O 07
4.WHEN APPLICABLE FOR NEW FOOTER TO EXISTING,DRILL& 3.FOOTING CONCRETE SHALL BE MIN.3000 PSI AT 28 DAYS J
EPDXY NEW STEEL INTO EX.FOUNDATION WITH EMBED 6"MIN 4.FOOTING REINFORCEMENT SHALL BE MIN.GRADE 60 �- O
W/NON-SHRINKING SIMPSON EPDXY-TIE(OR EQUAL) 5.PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY/CO.REQUIREMENTS
TYP.ALL LOCATIONS 6.PROVIDE 2500 PSF BEARING(TYPICAL)UNDER FOUNDATION
5.WHERE PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR 7.SEE GENERAL NOTES FOR TYING INTO EXISTING FOUNDATIONS
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI 8.SEE GENERAL NOTES FOR ADDITIONAL CONCRETE INFORMATION&SPECS. O
GROUT WITH I
6.MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE 8"x8" MONOLITHIC FOOTING z
NOTED. SCALE: NTS ~
0
MASONRY SPECIFICATIONS W
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED O
ON TYPE M OR S MORTAR. HOUSE WALL
2.ALL MORTAR SHALL BE TYPE M OR S. IZ
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.
0
o
z0
PROPOSED 4" SLAB
3000 PSI W/ FIBERMESH Q O
� =J
Z W U)
O Np-J
C) LLJ J J
W C) ZI
W Z0>-
O a
o m 0 z � =
< O 0 W0)LU
F CL INN
0 ft
0 4. V
DESIGN DATE: 02/15/2021
8"X 8" MONO FOOTER 40' REVISION 1: 02/2212021
REVISION 2: DATE 1 SHEET:
CONC. PLAN (N.T.S) DRAWN BY: KT 03
SCALE: NTS
11111111l1�7j7j// n1
3"X.045 X 2"LEGS REC.CHANNEL GJ
4#10 X 3/4"SMS REC.CHAN.TO TOP CAP ALUMINUM MEMBERS DIMENSIONS
ATTACH 1"X 2"OB 4#10 X 3/4"SMS REC.CHAN.TO BEAM E/S '• LL = W r1
TO POST WITH (2)#10x3"SMS INTO SCREW••
'!q O O _ 0-
TABLE D 2-#10 X 2"S BOSSES FOR EDGE MEMBER HOLLOW
OL OW SECTIONS X 0
SCREW RE UIREMENTS 2 x 3:2"x 3"x 0.050" _ a L"
#10X3/4 #12X3/450"
- 0 H D
COLD BEAM = 2 x 4:2"x 4"x 0.050" 7
PER SIDE PER SIDE 2 x 5:2"x 5"x 0.050" y > z c
2X4 2X4 5 6
'HORIZONTAL OR SLOPED EDGE MEMBER o 0
2 9 o ° OR PURLIN o OPEN BACK SECTIONS -2 •.•.PR'.����` rn
0 1 x2:1"x2"x0.044"
2X5 2X5 1 6 ° ° 1x3: 1"x3"x0.045" /777j/�/IIIIIIIII\\\\�\\\ U
2 X 7 8 0 N SNAP SECTIONS
2 X 9 9 EDGE MEMBER
N
2 X 10 BEAM PER PLAN INTO BEAM OR PURLIN 2 x 2 SNAP:2"x 2"x 0.045" U N 00
n
7 8 2 x 3 SNAP:2"x 3"x 0.050" J l() o
2_51 9 TT
BEAM 2 x 4 SNAP:2"x 4"x 0.045" J co
BRACE
X 10 11 10 1 DENOTES SCREW
INSTALL BRACE V0.0625'6063-T6 FLAT PLATE ('7X 7 x 9 PATTERN-NOTSELF MATING(SMB) _ W
2 X9 10 9 NUMBER OF SCREWS TO CORNER w/(8)#10x.75"SMS,MIN..5" E
EDGE DISTANCE,PLATE MAY BE 2 x 4 SMB:2"x 4"x 0.046"x 0.100" z < U
2 x 10 11 10 SEE"SCREW REQUIREMENTS" FASTENED INTERNALLY TO BRACE 2 x 5 SMB:2"x 5"x 0.050"x 0.1 16" Z o O
FOR NUMBER OF SCREWS,
SCREW EDGE FCTOC EDGE DISTANCE AND C.TO C. 2 x 6 SMB:2"x 6"x 0.050"x 0.120" - U U
SIZE DISTANCE I SPACING SPACING PURLIN 2 x 7 SMB:2"x 7"x 0.055"x 0.120" LL p
#10 3/8" 3/4" COLUMN PER PLANS 2 x 8 SMB:2"x 8"x 0.072"x 0.224" W J O 00
#12 1/2" 2 x 9 SMB:2"x 9"x 0.072"x 0.224" — J
2X9(H)SMB:2"x9"x0.082"x0.306;" w Q IL ' i
2x10SMB:2"x10"x0.092"x0.374 z r- N
DETAIL E- UPRIGHT TO BEAM _ W
DETAIL"D"- ROOF BRACING CONNECTION DETAIL A"" — ~ H co C
CONNECTION SCALE: NTS SCALE: NTS Z O 0)
w � a �
_ Q =
0 U N
MINIMUM NUMBER OF TAPCONS INTO CONCRETE& ALUMINUM INTERNAL OR EXTERNAL H
# 12 X 3/4"S.M.S.INTO UPRIGHT/EACH SIDE OF BEAM RECEIVING CHANNEL w/(4)#10x.75"
O f 7
THROUGH SECONDARY 2"X 2"X 0.125"ANGLES INTO BEAM O INTO GIRT OR PURLIN&(2)#14x.75"R UPRIGHT 0.062 ANGLE r O
(SEE BELOW) CLIPS MAYBE USED (4)#10x1-1/2"SMS INTO J d o
2X4 S.M.B. (1) 114"X 2-1/4"S.S.TAPCON&(2)# 12 X 3/4"S.M.S.
SCREW BOSSES
2X5 S.M.B. (1) 1/4"X 2-1/4"S.S.TAPCON&(2)# 12 X 3/4"S.M.S. 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. 2'k2'MEMBER w/(2)#10 SMS w/1" __j ,j_ t2X7 S.M.B. (2) 1/4"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. 2k2'MEMBER-TYP.BOTH SIDES O
2X9 S.M.B.(4) 1/4"X 2-1/4"S.S.TAPCON&(6)# 12 X 3/4"S.M.S. r Z
2X10 S.M.B.(5) 114-X 2-1/4"S.S.TAPCON&(7)# 12 X 3/4"S.M.S.
2'k2"DOOR JAMB PURLIN (�
MEMBER W
SELF-MATING OR UPRIGHT,BEAM-SNAP,- 0
1/B'5 " 5<ANGLE SNAP SECTION TYP.
5032 H-32 ANGLE SELF MATING,OR HOLLOW
(2)-#12 SMS INTO COLUMN 1'52"O.B.BASE PLATE-TYP.
1/4"MASONRY ANCHOR EACH _
ANGLE-EACH SIDE COL. 1-1/4"MIN.CONC.
° ANCHOR EMBEDMENT FASTEN HEADER w/)2)#10x3"
INTO SCREW BOSS OF HEADER DETAIL"C"-GIRT OR PURLIN TO BEAM
2-1/4"MIN.CONC. I . . 0j2.MIN.INCREASEDISTANCE
OR POST DETAIL SCALE: NTS
ANCHOR EMBEDMENT WHEN GREATER THAN 2x4 ALTERNATE HEADER CONNECTION
SECONDARY ANGLE e UPRIGHT IS USED WHEN Z-BAR IS USED-FASTEN
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18"O/C
3000 PSI CONC. • , • 722'2.063"-DIM.TO MATCH PURLIN
SLAB/FIG. SIZE RECEIVING CHANNEL C7
6x6-10x10 WWM SIDE VIEW NOTE (2)#12 SMS INTERNAL TO EAVE RAIL Z
OR FIBERMESH WHERE PAVERS ARE PRESENT USE S/16" (3)#12 EACH SIDE INTO PURLIN O
TAPCON XL(RED HEAD MFG.)MASONRY ALTERNATE BASE PLATE CONNECTION �- J
ANCHORS TO PENETRATE UNDERLYING ATTACH 222'TO BASE PLATE O J
CONCRETE FOOTING 2-1/4"(MIN.) (INTERNAL)w/(2)#10x2'SMSQ O
URIGHTk
1/4"MASONRY ANCHORZLL
AT EACH ANGLE (2)-#12SMS ATTACH BASE PLATE TO 222"w/(2)#10x3"SMS INTO SCREW EAVE RAIL-SEE PLANZ W 0
1/4"TAPCON XL(RED HEAD MFG.OR EQUAL) BOSS OF BASE PLATE EXTRUSION O W 02 @ I x2 BASE 1x2 OPEN BACK U W :2 @ SLAB(BEYOND)EXTRUSION 0/) w z O>
(2)#10x2"SMS THRU 1x2 INTO p m
e 1'x2'BASE PLATE ANCHORED EAVE RAIL EACH SIDE OF COLUMN U 2 F M
° o TO CONC w/1/4"MASONRY o I ii ANCHOR 6"MAX EACH SIDE . . ° • . , ° e dii = N N
• e OF POST AND 24"O.C.MAX e • e o e e e o e0. ° z
- 1-1/4"CONC.EMBEDMENT TYP. . O
3000 PSI CONC. e . • 6., " ' • O
U K
w
SLAB/FTC. 1/4"TAPCON(RED HEAD MFG.OR EQUAL)WITHIN 6"OF DESIGN DATE: 02/1512021
6x6-10xl0 W WM FRONT VIEW COLUMN 1-114"PENETRATION INTO UNDERLYING FOOTING -
OR FIBERMESH DETAIL"G"-SLOPED PURLIN REVISION 1: 02122/2021
DETAIL"B"-2"x4"OR LARGER SELF MATING DETAIL"F"- DOOR JAMB & HEADER CONNECTION SCALE: NTS REVISION 2: DATE SHEET:
UPRIGHT TO DECK DETAILS SCALE: NTS CONNECTION SCALE: NTS
DRAWN BY: KT 04
/�
SCALE: NTS
\\\\\\\\ 1111111///////// N
GIRT FASTENED INTERNALLY AT EACH END 1'515517'WIDTH EXTRUDED GUTTER BRACKET \��rO� ••• ��/�//�i� O �-
w/#10x1.5 EACH SCREW GROOVE.FASTEN (THICKNESS OF LEG @ WOOD SCREW SHALL BE
TO BEAM w/2'512"kl/8"ANGLE(2)#12 SMS 0.125"MIN.,LONG LEG SHALL BE 0.072"MIN.)
INTO BEAM&(2)#10x1.5 THRU ANGLE INTO @ EACH BEAM w/(2)#12x3/4"SMS @ I"SPACING �(/;•• '" Uj M'
GUTTER WHERE NO GIRT IS PRESENT,ATTACH INTO GUTTER LIP.FOR BEAMS ABOVE 2x8 INSTALL Q �/ N
ANGLE DIRECTLY TO GUTTER GUTTER BRACE AT MIDPOINT BETWEEN BEAMS& _Z :CO O Q ❑: d N'
INCLUDE 7'GUTTER BRACE AT EACH BEAM = o my///// LOCATION.
•
� U Q =
o
.050"GUTTER STIFFNER 'y••', Z c
2'XYkI/8"ANGLE FASTEN TO FASCIA w(2)
w/(2)#12 SMS
#12x2"WOOD SCREW / 4 .�
EACH LEG FASTEN TO GUTTER w(2) /�i .......•'•. C ��\ LLI
GUTTER O i /
(DESIGNED BY OTHERS)EXISTING HOST STRUCTURE #12 SMS BRACE o WHEN BEAM&PURLIN /'1011I I I 11111�� O O
O HIT ON CORNER-
BEAM ° FASTEN OUTSIDE OF
(2)#12 SMS BEAM&PURLIN
(2)#14 WOOD SCREWS @ 1" U N 00
o SPACING @ EACH GUTTER BRACKET w/1/8"x2'52"ANGLE
&)I)@ 18"O.C.MAX. w U &(4)#12 SMS EACH LEG Q �
J n o
O O ° MIN.EMBEDMENT SHALL BE 2' 1 (9)#14x3/4"SMS rJ ' M
CLOSE BOTTOM OF // O O 1/8"PLATE ON 45°ANGLE V M W
BEAM WHEN TRIMMED / FOR BEAM OVER 2x5 OR1/8'k2'k2'ANGLEw/(4) Z Q E O
.044 RECEIVING CHANNEL,—/ #12 SMS INTO EACH
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
FASTEN w/(2)#12 SMS INTERNALLY w/(2)#12 SMS FASTEN INSIDE CORNER INTERSECTING MEMBER U
EACH SIDE OF BEAM ALTERNATELY 2x2x1/8"ANGLE BELOW GIRT,(2)#14 SMS INTO (BEAM TO PURLIN) o CY' _ O
BEAM&(2)#12 SMS INTO STRUCTURAL GUTTER W/I/8'512'X7'ANGLE W O C w/(2)#125M5 O
INTO EA.MEMBER J
SIDE VIEW (BEAM&PURLIN) EYEBOLT FOR W < LL_ r
o CABLE TENSION
OPTIONAL GIRT w
#10 SMS WITHIN 6" DETAIL"M"BEAM & PURLIN TO GUTTER PERIMETERPERIMETER I LLI
O
EY
C,
- ct)
#10 SMS WITHIN 6' DETAIL I'M"BEAM & PURLIN TO GUTTER FRAMING 1/8"STAINLESS STEEL •- M
FASCIA w/#14x2° 0 r c
&@ 24"O.C.MAX. FASTEN GUTTER TO CONNECTION SCALE: NTS BRAIDED CABLE
z C
WOOD SCREW 18"O.C.
wQ - � a�
(2)#12SMS DETAIL"I-2" CABLE CONNECTION Q C Q
G AT CORNER SCALE: NTS ❑ Fa _
-
U c�
o RACE
_ __
Q
@
S
WOOD SCREW O O
2x2 /8"ANGLE @1"SPACING
EA.SIDE OF BEAM J a
w/(2)#12 SMS
EACH LEG EACH SIDE 1/8'STAINLESS STEEL
BRAIDED CABLE
FASCIA(7516"MIN.EXISTING) (2)#14 WOOD SCREWS 40°MIN.
(2)#12 SMS NTO FASCIA 60°MAX.
STRUCTURAL
GUTTER Q
2512X1/8"ANGLE w/(2)
TOP VIEW #12 SMS EA.LEG °
DETAIL"H"BEAM TO GUTTER ° ° ° W
CONNECTION SCALE: NTS ° 3000 PSI CONC. 3"A.S.T.M.A-36 STEEL CLIP I n
SMB ° 6x6-10x10 WITH(2)3/8'X3"SLEEVE ANCHORS O
WWM OR FIBERMESH FOR PAVERS(2)1/4'X6"TAPCONS -
THRU PAVERS INTO FOOTING
FOR 2X10: - 2x101LLUSTRATED o GIRT
(20)#12 SEE SPLICE SECTION TOTAL 80 SCREWS o O
EA.HALF OF (40 SCREWS ON EA.SIDE) 1/8 STAINLESS STEEL
nn�P 0�
EA.SIDE OF BRAIDED CABLE
SPLICE PLATE 1/8"x2"x4"STRAP 40°MIN.
STRUCTURAL GUTTER 60°MAX.
(2)#12 SMS INTO BEAM SIDE VIEW
Q / (2)#12 SMS INTO GUTTER
r v
3/16"-5052-H32 GUSSET ` GIRT (2)GUTTER BRACES 3000 PSI CONC.
EACH w/(2)#12 SMS 6x6-10x10 3/8"DIA x 3"EMBED J
FASCIA INTO GUTTER&(2)#14 WWM OR FIBERMESH CONC.SCREW ANCHOR Q O
WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL) =
NOTES: O GUTTER I Z LL-
1.SPLICE DETAIL SHOWN MAYBE ROTATED 2'512"x1/8"ANGLE w/(2) BRACE 1/8"STAINLESS STEEL Z tjj
FASTENER SPLICE MIN.SCREWS/ #12 SMS EA.LEG BRAIDED CABLE
MANSARD APPLICATIONS. SCHEDULE SECTION EA.HALF OF EA. 40°MIN. 7 O N O J
2.MAINTAIN MIN.1/2'FROM SPLICE PLATE SIDE OF 60°MAX. U Q j
PERIMETER TO CENTER LINE OF SCREWS. U)
SPLICE PLATE(A)
3.ALL SPLICE MATERIALS ARE ALUMINUM BEAM SIZE w
(2)#125M5 w0 Z Q}
ALLOY (SMB) #10 #12
6005T-5 2X4 2X4X14" 8 7 6
\:
4.SPACE ALL SCREWS(3/4"MIN.LENGTHN) ° . > O O m O Z =
EQUALLY AROUND PERIMETER(STAGGERED 2 X 5 2 X 5 X 16" 9 8 7 SMB o o p U <
IF NECESSARY) 2 X 6 2 X 6 X 18" 10 9 8 < O U W O W
5.SPACE#14@1"MIN.#12@3/4"MINAND 2X7 2X7X20" 12 10 9 a = NN
#10#5/8"MIN 2X8 2X8X22" 14 12 10 z
6.CUT TOP OF SMB TO FIT TIGHT ALONG VERT 2 X 9 2 X 9 X 24" 17 13 11 1/8512514"
STRAP GIRT 3000 PSI CONC. O w
JOINT. (2)#12 SMS INTO BEAM STRUCTURAL GUTTER 6x6-10x10— 1.5515.5"ALUM.STRAP U a
7.DRAWING ARE N.T.S. 2 X 9 X.310 2 X 10 X 26" 21 16 12 (2)#12 SMS INTO GUTTER
2 X 10 2 X 10 X 26" 26 20 14 WWM OR FIBERMESH w/(2)3/8"DIA.x 3"
TOP VIEW MASONRY ANCHOR DESIGN DATE: 02/15/2021
DETAIL"L" CORNER CONNECTION (TAPCON OR EQUAL) REVISION 1: 02/22/2021
DETAIL"K"GUSSET CONNECTION SCALE: NTS DETAIL"I-1"CABLE CONNECTION REVISION 2: DATE SHEET:
SCALE: NTS AT FOUNDATION SCALE: NTS DRAWN BY. KT 05
SCALE: NTS