HomeMy WebLinkAbout20-576 0
City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BAR-000576-2020
�r Phone: (813)780-0020 4
Fax: (813)780-0021 Issue Date: 11/09/2020 f,�l
Permit Type: Add/Alter (Residential)
Property Number Street Address
04 26 210070 00100 0350 36017 Stable Wilk Avenue
Owner Information Permit Information Contractor Information
oR
Name: ALEX JARVIS BARBARA Permit Type:Add/Alter(Residential) Contractor: PATRIOT SCREENS INC
GREENE-JARVIS Class of Work:Add/Alter Residential
Address: 36017 Stable Wilk Ave Building Valuation:$6,200.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (813)317-7496 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00 i
Total Valuation:$6,200.00
Total Fees: 1 Z,
Amount Paid:$106.50
Date Paid:11/9/2020 11:22:08AM
Project Description
INSTALLATION 10 FT X 22 FT SCRN ENCLOSURE W/SLAB
Application Fees
Building Permit Fee $71.00 Building Plan Review Fee $35.50
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.
o—//(
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
:.< ice'
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 941-y04 ��' .s h C-
Date Received: g //3 /;- 0 a 0
Site: 34 f; / 7 .5�4 b h &Ul br boe
Permit�Type: hSA f f�, ,2 S1 Lj rQ U4,49 Ysjy.S7�- �-
�� IG Av S e-.1 elOSv -
Approved w/no comments:❑ Approved w/the below comments: CO Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin Switzer-Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
$13-780-0020 City of Zephyrhills Permit Application Fax-813-780-0D21
Building Department
Date Received Phone Contact for Permitting 14'13
IOwner's Name 1J!e4d-&&%a Owner Phone Number MP
Owner's AddresslIeCill $b&- WA #09- Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 3(cc STi-qT&R- VJ,I k 8-ve, LOT#
SUBDIVISION PlVe4,of. Pqa PARCEL to#rO/—� 6-?/-0,0)6-XI 00-0 3R�p '
jo
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED U2' NEW CONSTFt ADDIALT SIGN DEMOLISH
r-1 INSTALL R REPAIR
PROPOSED USE = SFR = COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK E:] FRAME U STEEL
DESCRIPTION OF WORK tl 10 'vap 514-b !dt'reT,441-r,,N-F,4 If /0 'AAbb SWRZJ
BUILDING SIZE F— I SQ FOOTAGE HEIGHT I-?&" I
IL IL k JE W5_10L-L BE&IL X W k k-L 4L L IL JL X k%IL .'L'L'Lk'L'L V.AL.L.Lky
BUILDING 1$&ow VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE Q PROGRESS ENERGY Q W.F;LE.C.
=PLUMBING 1$
=MECHANICAL I,$ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES CN
BUILDER COMPANY re,-b-r Suza4nn. NG
SIGNATURE REGISTERED YIN I FEE CURREN I YIN
Address yq 19 c-1 --a,,4 OA.. I License# r/ 9
ELECTRICIAN I COMPANY = I
SIGNATURE REGISTERED I YIN FEE CURREN L_YLN_j
Address I License#F-
PLUMBER COMPANY =
SIGNATURE REGISTERED I YIN FEE CURREN LXLN_j
Address 1, License#
MECHANICAL COMPANY =
SIGNATURE F REGISTERED I Y/N FEE CURREN
Address I License# F— 7
OTHER COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN LKLN_j
Address i License# I
9 41.9 t-9 9,W S 9 9,11 Ir-It I A N 9 A 9,1111,9 19-1.9 N�x*'V 11---a 0 X A.*-as as a V a a-11 r A a 2,W.8-4US*R-19 9—v I S'l,I X-I
RESIDENTIAL Attach(2)Plot Plans,(2)sets of Building Plan..(11)set of Energy Forms;R-O-W Permit for now construction,
Minimum ten(10)working days after submittal date.Required onstle,Construction Plans,Stormwater Plans w/Sift Fence installed,
Sanitary Facilities&I dumpstar Site Work Permit for subdivistonsilarge projects
COMMERCIAL Attach(2)complete sets of 8 uIlding Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for now construction.
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,StornrArater Plans w/Slit Fence installed,
Sanitary Facilities&1 dumpsler.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.
SS-ESS %S11 ss S's
Dr.
Fill-out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required.(AIC upgrades over$7600)
Agent(for the contractor)or Power or AUQmey(for the owner)would Do someone with notarized letter fmm owner authorizing same
OVER THE COUNTER PERMIrnNG (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-811e-780-0021
Building Department
NOTICEOFDEED RESTRICTIONS:The undersigned understands that this permit may be subjeef fa cteed 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 IMPACTIUTILITIES 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 priorto receiving a"cerfificale of oaxtpancy'or final power release.If the project does notinvotve a certificate of occupancy or final
power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more.I certify that 1,the applicant,
have been provided with a copy of the"Florida Construction Lien Law—homeowner's Protection Guide prepared by the Florida Department of
Agriculture and Consumer Affairs.If the applicant is someone other than the"owner,1 certify that I have obtained a copy of the above described
document and promise in good faith to deriver if to the"owner"prior to commencement
CONTRACTOR'SiOWNER'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 timitedto:
- Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive
Lands,Water/WastewaterTreatment
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
1 understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"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 famtherAGENT 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,after,or set aside any provisions of the technical codes,nor shalt issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a
period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to
exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR GENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT_
FLORIDA JURAT(F.S.117.03) '
OWNER OR AGENT CONTRACTOR Q"-
Subscribed and sworn to(or affirmed)before me this Subscribed a. mnmtrfd' r atljnaed)b�forg affifs
by
Who isfare personally known to me or haslhave produced Who islare ersonally wn to me or hastha produced
as identification. as nfi don.
Notary Public Notary Public
Commission No. tom fssf r No.
Name of Notary typed,printed or stamped are of No e aftftow("q`
ROGES
CoMillissl
457
EZpf sDecembar27t 12 2Q
dedTl Doo'sh
- s's�
INSTR#2020131994 OR BK 10156 PG 1490 Page 1 of 1
08/13/2020 08:37 AM Rcpt:2192684 Rao:10.0D DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No. Parcel ID No J7".?te X�'q" /to"O3S�
1 NOTICE OF COMMENCEMENT
State of rfo 2r e.q- County of /'CCU
THE UNDERSIGNED hereby gives notice that Improvement will be made o certalalreal pro erty and In accordance with Chapter jl3,Florida Statutes,
the following Information is provided in this Notice of Commencement p�-o7(PvzIrGYJ�O- rC0'�35�� 9/a�117 S?A 01/L/9✓c
1. Description of Property. Parcel Identification No.$if'�/aad��vt.t(�S�d<�r��J pf�'--a.3 g96G391��Sr
Street Address: 3w0/7 STAUO Wrlb IWG
2. General Description of Improvement J• // /O kaa' row?", /0 jra,' A"b(d
^7y1.¢erJ �i�r�axfdrL.
3. Owner Information orLessee information If the Lessee contracted for the Improvement:
t1�d 4 f�sarhi�a jAA S 1
Name
3(vor� sTg f�i:jir ,4 Z49 :zh'* Fc 7ky/-
Address City State
Interest In Property: ONrdu1
Name of Fee Simple Titleholder.
(If different from Owner listed above) O N
a U
Address T = City State �1 E 21-
4. Contractor. O ilif �eE.•�S ',,./-� � �' `J
O co � 4i !n U o-
Name&ff 4 ClA2A 1�,.. 2*�f YLbd13 flL?3SYo rOp N IF, Y N 06
Address City State p0. U N d`9i Y
Contractors Telephone No.: .�3' �a 7�oSI o 0 Y N115
U
S. Surety: d 0
Name —O - -p f-
cc
Address City State U a w o
Amount of Bond:b ' Telephone No.: to Co
Nlat � oo � o
8. Lender. �j C O L1
Name r O c Co N
Address City State Y. (D chi O 40
Lenders Telephone No.: ® o p Q
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by y N to Y N
Section 713.13(1)(a)(7),Florida Statutes: t9 N c: @ Ib
Name .
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of_
to receive a copy of the Llenors Notice as provided In Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment/to the .��.� e -e
contractor,but will be one year from the dale of recording unless a different date Is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE.EXPIRATION OF THE NOTICE OF COMIdIENCEd(ENT
ARE CONSIDERED IMPROPER.PAYMENTS UNDER CHAPTER 713. PART I. 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. �a - ^ Q
Under penally of perjury.I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best ® g � °J
of my knowledge and belief. '9 Ca 1
e�
STATE OF FLORIDA
COUNTY OF PASCO
ftnatu46yOwnsr or Lessee,or Owners or Lessee's Authorized
Oficer or/Partner/Manager
Slgn`alo/ye Tille/Offiee
—"'�_?ha toragofn hctrun5ont'wac-ocW.00ubdgo�bo4orvmr.•1Mo�.y.af�l�.20�]c 3rY�py�� 1 J[(jQ�1�'�•��—�
es O (type of authority,e.g.,officer,trustee,attorney In fact)for
vP/ (name of arty on behalf of whom Instrument was executed).
Personally Known❑OR Produced Identification
n I Notary Signature ; a'
Type of Identification ProducedR11.4.1 PL Nome(Print) .l•..A-) /'1 re-/4JOL--
o John Arena
Notary Public
State of Florida
Comm#HH004431
H E t Expires 5/28/2024
wpdalafbes/noticecommencement_pc053048
r.,
SEC. 04 , TWP. 26 S, RNG. 21 E.
RECORD SURVEY (FINAL)
LOT 35, BLOGK 1 BEARING BASIS:
SILVERADO RANCH SUBDIVISION PHASES 2, 3 & 4 NORTH BOUNDARY OF SE'/v OF 05-26-21 BEING N 89'25'01" E
PASCO COUNTY, FLORIDA. Nil THIS SURVEY IS SUBJECT TO ANY FACTS THAT
MAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
EASEMENTS AND RESTRICTIONS OF RECORD.
UNDERGROUND FOOTER, STEM WALL, AND
PREPARED FOR&CERTIFIED TO: UNDERGROUND UTILITIES ARE NOT LOCATED OR
NORTH AMERICAN TITLE CO. SHOWN.
NORTH AMERICAN TITLE INSURANCE CO. a DO NOT SCALE THIS PRINT. DIMENSIONS AND
EAGLE HOME MORTGAGE,LLC,ISAOA/ATIMA NOTES TAKE PREFERENCE.
ALEX JARVIS AND BARBARA GREENE-JARVIS DESCRIPTION NOT CONTAINING PLAT BOOK AND
PAGE INDICATES THAT PLAT IS IN PRELIMINARY
STAGE AND IS SUBJECT TO CHANGE AND/OR
REVISION.
CERTAIN DATA SHOWN HEREON BASED ON
TRACT 57 ENGINEERING PLANS PROVIDED BY CLIENT.
ZEPHYRHILLS COLONY COMPANY
PLAT BOOK 1, PAGE 55 1/2 STRUCTURE TIES SHOWN HEREON DENOTES
Fl04g93 MEASUREMENT FROM FORM BOARDS/FOUNDATION
55 p0 E-104.0' TO PROPERTY LINE.
PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
CONSTRUCTION IMPROVEMENTS.
P pKARY �II70j3 �1
u 111-i-I + = 10 UTILITY EASEMENT
E-105.5'
' A
Z w LOT 34
upR'I BLOCK 1
o M�SOEtyCE a E-103.2'
s R p
Oj
° BLACK
E-104.9'
p UV 5 4�cRI o
BLOCK6i w/ 20.6.� �, so' 1.5.
A9
0 7A. :y`.•.�6i�,.:?i:,'GONG: 1t � 2
��Of1C1� WPB'ay -Dp3 FI 48�hi"r ,,,
r• ' .,r i1� .vm$ 1,
�_ `.w��:.t.' �-` ANC W7~� o•;o
stR N y Ah9 3p' W 6 ¢ .wo
� E-104.4' :$�� ;.sue'••. irt` •or.^".
1 p•' '. 2 GOxO
PSI.)
TREE LEGEND
4"QUEEN PAUA
2-MAPLE
27 PODOCARPUS • LLEGEND:
E-OO.O = EXISTING GRADE
R '
LOWEST FLOOR ELEVATIONS:
LIVING AREA: 105.85'
} DESCRIPTION: GARAGE AREA: 105.35'
LOT 35, BLOCK 1,.MAP OR PLAT ENTITLED "SILVERADO RANCH ELEVATIONS REFERENCED TO
SUBDIVISION PHASES 2, 3 & 4", AS RECORDED IN PLAT BOOK 73, PAGES DATUM DATM AMERICAN VERTICAL
U OF 1988. MEAN SEA
59 THROUGH 65, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
5EC.---Q4 —�--S, RNG.
, TWP. 6 E.
RECORD SURVEY (FINAL) BEARING BASIS:
LOT 35, BLOCK 1 NORTH BOUNDARY OF SQ4 OF 05-26-21 BEING N BnW01" E
SILVERADO RANCH SUBDIVISION PHASES 2, 3 & 4
PASCO COUNTY, FLORIDA. THIS SURVEY IS SUBJECT TO ANY FACTS THAT
N MAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
EASEMENTS AND RESTRICTIONS OF RECORD.
tl UNDERGROUND FOOTER, STEM WALL, AND
PREPARED FOR&CERTIFIED TO: UNDERGROUND UTILITIES ARE NOT LOCATED OR
NORTH AMERICAN TITLE CO. SHOWN.
NORTH AMERICAN TITLE INSURANCE CO. q DO NOT SCALE THIS PRINT. DIMENSIONS AND
EAGLE HOME MORTGAGE,LLC,ISAOA/ATIMA U) NOTES TAKE PREFERENCE.
ALEX JARVIS AND BARBARA GREENE-JARVIS DESCRIPTION NOT CONTAINING PLAT BOOK AND
PAGE INDICATES THAT PLAT IS IN PRELIMINARY
STAGE AND IS SUBJECT TO CHANGE AND/OR
REVISION.
CERTAIN DATA SHOWN HEREON BASED ON
TRACT 57 ENGINEERING PLANS PROVIDED BY CLIENT.
ZEPHYRHILLS COLONY COMPANY
PLAT BOOK 1, PAGE 55 STRUCTURE TIES SHOWN HEREON DENOTES
MEASUREMENT FROM FORM BOARDS/FOUNDATION
55.00 E-164.0' TO PROPERTY LINE.
PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL
VERTICAL DIMENSIONAL DATA TO SHOW
%pr I AND/OR t CONSTRUCTION IMPROVEMENTS.
pLpS
3
e6oko?l
s-p'/c 1V UTILITY EASEMENT
LOT 34
'fro 1 BLOCK I
kAps ekCf-
E-103.2'
%F vo '35
E-1040
A.4; G04
co
'31#1
LOT 36
BLOCK 1
14.9
45 .
JAG
SO- PC
IA71 CL
E-104.4' - . .1:'
SI N
TREE LEGEND:
4".QUEFN PALM
2'MAPLE
2'PODOCARPUS LEGEND:
E-00.0 = EXISTING GRADE
LOWEST FLOOR ELEVATIONS:
LIVING AREA: 105.85'
DESCRIPTION: GARAGE AREA: 105.35'
LOT 35, BLOCK 1, MAP OR PLAT ENTITLED "SILVERADO RANCH ELEVATIONS REFERENCED TONORTH AMERICAN VERTICAL
SUBDIVISION PHASES 2. 3 & 4", AS RECORDED IN PLAT BOOK 73, PAGES DATUM OF 1988. MEAN SEA
59 THROUGH 65, OF THE PUBUC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL- 00.00 FT.
General Notes I HEREBY CERTIFY THAT I HAVE REVIEWED
A.CONCRETE&FOUNDATION DESIGN: HOT AG GALVANIZED.LLTHIS PLAN AND FOUND I -1TO, IN
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10,
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. &FBC 6TH EDITION
PSI MINIMUM. 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
MINIMUM,3 1/2"NOMINAL THICKNESS. GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
APPROPRIATE ACI AND ASTM REQUIREMENTS MAYBE USED INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
IN LIEU OF WELDED WIRE MESH CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2.
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED .c
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C. c 53608
GRADE 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW g 9`
� *
GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL.
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS ORS 1 Q
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE �r nlq
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR JOB DESCRIPTION : SCREEN ENCLOSURE
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS.
PROFESSIONAL ENGINEER SEAL
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA:
WATER REDUCING AGENT-ASTM C 494. G-185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH ENGINEER OF RECORD
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH David W. Smith P.E.
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISK CATEGORY : 1
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE : B FLORIDA LICENSE NUMBER:53608
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 4. WIND LOADS:
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1,E. REFERENCE STANDARDS: SCREEN ROOF: 6 PSF Thomas L. Hanson P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS SCREEN WALLS: 23 PSF
RECOMMENDATIONS. ASTM E 119 FLORIDA LICENSE NUMBER:38654
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 Myron Max Neal P.E
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
FLORIDA LICENSE NUMBER:86663
SPALLING OR OTHER DETERIORATION. ASTM C94 OR EQUIVALENT DENSITY SCREEN MESH: 0.88
ASTM C150 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
B.MASONRY: ASTM C33 7. LIVE LOAD:
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C260 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. Joel Falardeau P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C494 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
ASTM A615 FLORIDA LICENSE NUMBER:70667
TYPE M OR S MORTAR.
ASTM A185W/ Erik Stuart P.E.
2.ALL MORTAR SHALL BE OF TYPE M OR S. 8. EXISTING 4"CONCRETE SLAB WIREMESH TYP.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23)
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 6TH EDITION SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
FLORIDA LICENSE NUMBER:77605
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING CURRENT ALUMINUM DESIGN MANUAL
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: 9. SCREEN ROOF TYPE: GABLE/HIP FBC Plans &Engineering
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 10. SOLID ROOF TYPE: ) Services,Inc.
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
6272 Abbott Station Drive Unit 101
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Zephyrhills,0.33542
1 ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1. TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Phone:(813)788-5314
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2. SIM--SIMILAR Fax:1-(866)-824-7894
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED HOLLOW SECTIONS Email:erb@fbcplans.com
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS Website:www.fbcplans.com
0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.046" C.O.A.-#29054
3. STRUCTURAL ALUMINUM DESIGN CONFORMS G.RESPONSIBILITY: 3x2:---------------------------------------
3"x 2"x 0.050"
TO"PART 1-A-SPECIFICATIONS FOR ALUMINUM 2 x 3:---------------------------------------2"x 3"X 0.050" DATE: 8/5/20
STRUCTURES-ALLOWABLE STRESS 1 CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED " ALL INOP�IC BHA' i C g L�' �((�. p y.REVr ILi
DESIGN"OR"PART 1-B-SPECIFICATIONS FOR ALUMINUM CODES FLORIDA SOIL ,,.r, DRAWN BY:SB
CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" I�INt;i i-'�E,
STRUCTURES-BUILDING LOAD AND RESISTANCE FACTOR 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NATIONAL ELECTRIC CODE
DESIGN"OF THE ALUMINUM DESIGN MANUAL PREPARED BY2 x 5: 2"x 5"x 0.050"
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
AND THE CITY OF ZEPHYRHILLSREVISION: DATE:
THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.THE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD OPEN BACK SECTIONS ORDINANCES RO 1
FLORIDA BUILDING CODE 6TH EDITION(CHAPTER 16 CONDITIONS.
STRUCTURAL DESIGN&CHAPTER 20 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE RO 2
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 1 x 3: 1"x 3"x 0.045"
SEPARATION. CONTRACTOR RO 3
4.ALL D
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED SNAP SECTIONS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND
USING#12 SPACING MAYBE 24"ON CENTER. MANUFACTURER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045" REVIEW DAT ? PROJECT ADDRESS:
6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap:---------------------------------2"x 3"x 0.050" CITY OF ZEPHYRHILL JARVIS
LICENSED P.E.IN ACCORDANCE WITH STANDARD
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2x4 4 Snap:---------------------------------2"x 4"x 0.045" PLAN EXAMINER
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 36017 STABLE WILK AVE
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SELF MATING (SMB)
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: ZEPHYRHILLS FL 33541
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
D.FASTENERS: THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" CONTRACTOR:
300 18-8,WITH STANDARD FLAT WASHER UNLESS ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE HOME. PATRIOT SCREENS
WITH ACQ 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
2. HEX BOLTS HAS PRESSURET BE TREATEDSTM A WOOD.325,P WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
FLAT WASHERS AND NUTS. BARRIER REQUIREMENTS OF THE FBC 6TH EDITION NOTES
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, R 4501.17.1 IN ITS ENTIRETY.
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 S - 1
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL 1
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION
fr
1
V
U> }iXZ w PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
I' y FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
_ a- FLORIDA LICENSE NUMBER:38654
Myron Max Neal P.E
i
FLORIDA LICENSE NUMBER:86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
LI Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans &Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Phone:(813)788-5314
�u Fax:1-(866)-824-7894
Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
DATE: 8/5/20
T�z Zx Z Ztl '- DRAWN BY:SB
REVISION: DATE:
I z t z- RO 1
RO2
(71) S R03
PROJECT ADDRESS:
rR Vre- .' JARVIS
36017 STABLE WILK AVE
ZEPHYRHILLS FL 33541
CONTRACTOR:
PATRIOT SCREENS
NOTES
S - 2
OX 5"OR 7"X4"WIDTH EXTRUDED GUTTER I HEREBY CERTIFY THAT I HAVE REVIEWED
BRACKET(THICKNESSOF LEG @LAG OPTION FASTEN.060REC,CHAN.TO THIS PLAN AND FOUND IT TO BE IN
SCREW SHALL BE 0.125"MIN. (3)1/4"LAG SCREWS BACKSIDE OF 2"XH"EDGE BEAM COMPLIANCE WITH ASCE 7-10,
LONG LEG SHALL BE 0.072"MIN) GUTTER BRACKET EAVE#1 W/(5)#10 SMS W/3/4"
@ EACH BEAM AND(1)IN BETWEEN W/(3) &(1)@ 12"O.C.MAX-MIN EMBEDMENT STAGGERED &FBC 6TH EDITION
1/8"(11 GA.)ALUMINUM STAGGERED
#10 SMS W/3/4-
#10X3/4"SMS 1"SPA. 2"x_PURLINS(SEE S-2 FOR RAIL
SHALL BE 2" INTO SIDE FLANGES
INTO GUTTER LIP SIZE)ATTACHED TO BEAM GUSSET PLATE(2X HEIGHT) OPTION 0
EXISTING HOST w/MIN(4)#10xIM"SMS B#12 SMS
STRUCTURE 2X HL.� & e"'r ° �q
• • • > Y ® EDGE 'k x= "
• • F v APPLY EDGE BEAM W/REC.CHANNELS
O• ® BEAM � ,,, fie. "`' �, '`�"V
TO NOTCHED POST Y �. --r .'
a' Sti • • 9�0%' UNDERS.060 RE XCH N.T BEAM l 's - a -?,
• • CONTINUOUS EDGE BEAM POST W/(4)#10 SMS W/3/4" • �'+,) '++' q
2XH ✓ \ .'�
• • • • • • STAGGERED • •
BEAM W/(2)#10 SMS W/3/4" ,.'///77► 0'
t t
NOTE:EDGE BEAM(SEE SHEETS2FORSIZEJ INTO SIDEFLANGES yid +
SHALL BE ORIENTED IN DIRECTION SHOWN G #6�"� a <e
REC.CHANNEL.060 MIN.,SAME WIDTH AS BEAM TYP. " Y •
• SUPERGUTTER(5"OR7") ti(T' w1DTN EAVE RAIL TO UPRIGHT DETAIL ,ER aY .<, Y9
• S.3Q1,P�'YC PgL6� SCALE:NTS E4'� ., @ "
RECEIVING CHANNE
(H"MIN LENGTH)
(H)#12X3/4"SMS(TYP EACH SIDE OF CHANNEL) NOTES: PURLIN ATTACHED TO EAVE RAIL
(8)#12X3/4"SMS(INTO GUTTER) WRECEIxINGC INTERNAL PROFESSIONAL ENGINEER SEAL
NOTES: BEAM "B" "N" "Ni" "Si""S2" "S3" "S4" 1."N'NUMBEROFSCREWSINANY "ANGL CLIP ANNELOR
1.A 7"SUPER GUTTER MAYBE USED PROVIDED GUTTER BRACKET LENGTH IS INCREASED 2" DIRECTION. EXTERNAL 0.125"ANGLE CLIP ATTACHED OPTION
IN LENGTH. 2.TOTAL NUMBER TIMES SCREWS PER W/(3)#12x3/4"SMS EA LEG
2.THE HOST STRUCTURE SHALL HAVE AT LEAST A 2"X4"FASCIA AND ROOF TRUSS SYSTEM. 2X5 16 5 4 lg, 1 ' 10" 5' 2"x60:1253 PLATE WIDTH SHALL BE #2 ENGINEER OF RECORD
CONTRACTOR SHALL VERIFY THIS AND IF SMALLER-CONTRACTOR SHALL BRING STRUCTURE 2X6 18 6 5 1" 13' 12" 6" DETERMINED FROMANGLEOF 2"x3"EAVE RAIL
UP TO A 2"X4'FASCIA AND ENSURE LESS THAN A 2'-0"OVERHANG. E MIN.SPACE REQUI -1 FLAT BAR David W. Smith P.E.
2X7 20 6 6 1" 1' 14" 7" BAM AND RED. 1
4 GUSSET PLATES EXTERNAL. / W/6#12x3/4"SMS 2$�
GUTTER BRACKET&BEAM ATTACHMENT DETAIL 2X8 24 7 7 1'9" 1 " 16" 8" 5.INTERNAL SCREWS FOR PURLIN 3@ EAVE RAIL c FLORIDA LICENSE NUMBER:53608
N.T.S. 5„ 1 , CONNECTION MAYBE INCLUDED IN 3@ POST
2X9 32 l0 8 17 16" 1B" 9 TOTAL NUMBER OF SCREWS. PURLIN Thomas L. Hanson P.E.
2X9 H 32 10 8 1k" 1k'" 18' 9" 6.GABLE SPLICE WILL HAVE THE FASTEN RECEIVING CHANNEL G 0 0.060"RECEIVING CHANNEL
2X10 40 13 9 1 20 10 SAME PATTERN. TO BOTTOM OF EAVE RAILFLORIDA LICENSE NUMBER:38654
W/(4)#12x3/4"SMS (1"x2'x POST SIZE)
ATTACHED TO POST
OPTION#1:2"x 3"x PURLIN w/(3)#12x3/4"SMS EA SIDE Myron Max Neal P.E.
DEPTH RECEIVING CHANNEL W/ BOTH ENDS SIMILAR #12 SMS BEAM SPLICE GUSSET DETAIL OR-
SOLI C:ITS ALUMINUM UPRIGHT USE 2"x2"x0.125"ALUMINUM ANGLE
BOTH SIDES OF POST ATTACHED FLORIDA LICENSE NUMBER:86663
(3)#10X3/4"EA.LEG ATTACHING W/(3)#12x3/4"SMS EACH LEG.
PURLIN TO BEAM OR EAVE
MEMBER
Joel Falardeau P.E.
,060 REC.CHANNEL MIN.
FLORIDA LICENSE NUMBER:70667
SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL
SCALE:NTS LI Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans &Engineering
Services, Inc.
272 Abbott Station Drive Unit 101
BEAM SCREWS 6272 6272 hills,fl.33542 I. 2"X4"SMB 8
2'X5"SMB 8 Phone:(813)788-5314
2"X 6"SMB 10 Fax:1-(866)-824-7894
E 2"x7"SMB 10 EDGE BEAM PER PLAN
ROOF BRACING CONNECTION DETAIL 2^xe"SMB 12 2X ALUM. Email:erb@tbcplans.com
2"X9"SMB 12 Website:www.fbcplans.com
SCALE:N.T.S. z"x1o^sMs 14 C.O.A,-#29054
S-3
ELF-MATING BEAM
FOR SLOPED BEAMS, SHALL BE NOTCHED 2X ALUM.UPRI HT DATE: 8/5/20
MAINTAIN ALL SCREW SPACING FOR UPRIGHT PER PLAN
FROM EDGE OF BEAM DRAWN BY:SB
OPTIONAL:1"X2"OPEN (6)-#12 X 3 4"SMS
ATTACHING ANGLE TO BEAM DOOR
BACK ATTACHED TO HOST EACH SIDE(1"MIN.SPACING) REVISION: DATE:
W/(1)1/4"0 CONCRETE 5/8"
SCREW OR LAG WITHIN 6" 2X3 SPECIAL MAY BE USED IN PLACE
OF BEAM&@ 24"D.C.MAX OF 2X2 AND 1X2 COMBO EAVE RAIL RO 1
BETWEEN BEAMS 2"x2"EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN 0 0 3/4" RO 2
ON S-2)-ATTACHED TO BEAM
W/(4) #10x2"SMS INTO SCREW BOSS 00 RO 3
BI 00
y RAIL ATTACHE TO UPRIGHT 0
1X ALUM,OPEN BACK
o w/(2)#10x1-1 2"SC w INTO PROJECT ADDRESS:
(B)-1/4"0 CONCRETE SCREW 0 TYPICAL SCREEN DOOR CONNECTION DETAIL
W/1-1/2"EMBEDMENT INTO o #10x1-1/2"SMS 12"O.C SCALE:NTS
MASONRY JARVIS
(1-1/2"MIN.SPACING #12x-,- SCREW
NOTES:
oR (SEE TABLE ABOVE) "(MIN)UPRIGHT 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM.
(B)-1/4"0 X 2"LAG SCREWS SLOPED OR FLAT 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. 36017 STABLE WILK AVE
INTO WOOD(1"MIN SPACING) ROOF BEAM(SEE 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A
(TYP 2 LOCATIONS) SHEET S-2 FOR SIZE) 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM ZEPHYRHILLS FL 3 3 541
BEAM "B" NOTES: 2X2X 0.12
1.THE MINIMUM EDGE EA.SIDE OF BEAM E
BEAM END OF THE UPRIGHT.
2x4 1 UPRIGHT TO BEAMCONNECTION-ALL WIND ZONES
DISTANCE IS 3"FOR MASONRY EXISTING HOST STRUCTURE SCALE:NTS CONTRACTOR:
2x5 2 STRUCTURES. (CONCRETE,GROUT FILLED
2.IF A RECEIVING CHANNEL IS CMU OR WOOD)
2x6 2 USED,USE TWICE THE NUMBER PATRIOT SCREENS
2- -x7 3 "B"ANCHORSINTOTHEHOST
STRUCTURE.ALL MINIMUM NOTES
2x8 3 SPACING SHALL BE APPLICABLE. S- 3
x9 3 S2 BEAM TO HOSTTO CONNECTION DETAIL 3
2XiD 4 S-s SCALE:YES
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
PRIGHT &FBC 6TH EDITION'.
SEE NOTE#54R'
ECONDARY ANGLE MIN OPTION#1 4,a
(H)#12 X 3/4"SMS .125"THICK(NOT
FASTENING SECONDARYEQUIRED FOR 2X3 (4)#10 x 1 W'SMS OPTION#2 0 ss sF
ANGLE TO COLUMN(TYEMBER) INTO SCREW BOSSES
EACH SIDENOTE:2X4 SMB BEAM ONLY REQUIRES 4" •A
PRIMARY 2"X2" 1'X 5"OR 7"X6"WIDTH EXTRUDED GUTTER WIDTH GUTTER BRACKET W/(2)1/4"
/RIGHT
LAGS i s
B)-3 8"0 CONCRETE SCREW BRACKET(THICKNESS OF LEG @ LAG _'•'
( ANCHOR INTO SECONDARY2)#12 X 3/4"SMS FASTENING SCREW SHALL BE 0.125"MIN. ® '
COLUMN TO PRIMARY ANGLE 2"X2"OR 2"X3" 0.0625"ALUMINUM INTERNAL LONG LEG SHALL BE 0.072"MIN) (4)1/4"LAG SCREWS @ 1-1/2" s zy
ANGLE(TYP EACH SIDE)(SEE (TYP EACH SIDE) MEMBER OR EXTERNAL RECEIVING SPACING @ EA GUTTER BRACKET 1
TABLE) @ EACH BEAM W/(4) &(1)@ 12"O.C.MAX-MIN EMBEDMENTCHANNEL W/(4)#10 X 3/4"INTO #10X3/4"SMS 1"SPA"X 2"BASE MEMBER SHALL BE 2" e &b
INTO BEAM OR UPRIGHT.(2) INTO GUTTER LIP � � sf
(TYP EACH SIDE) #12X 3/4"EA.LEG INTO GIRT OR EXISTING HOST
• •• PURLIN-(0.062"ANGLE CLIPS w/ STRUCTURE
ANCHOR SPAS]. }�
2-1 2" (1)-3/8"0 CONCRETE SCREW (2)#12x3/4"SMS EA LEG)
/ ANCHOR INTO PRIMARY
(MIN)(TYP)(SEE TABLE) ANGLE AND @1/4"0 CONCRETE a?
UPRIGHT OR BEAM-SNAP Ii Pe S
3"(MIN)" SCREW ANCHOR @ OR SELF MATING OR
24"O.C.BETWEEN COLUMNS HOLLOW
(TYP EACH SIDE) PROFESSIONAL ENGINEER SEAL
1/4"0 NOTES: PURLIN OR GIRT TO BEAM OR POST DETAIL 2xx •
Concrete Screw 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY SCALE:NTS BEAM •
Column Anchor ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE IX2. • ENGINEER OF RECORD
Size 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
B Mi .Spa SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW SUPER GUTTER(5"OR7") David W. Smith P.E.
2x3 LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
2x4 1 3" LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING FLORIDA LICENSE NUMBER:53608
WHEN A PAVER DECK IS PRESENT. 2"X 2"x1/16"(MIN)
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS RECEIVING CHANNE LI 3/8"0 APPROVED ON THE S-1 NOTES PAGE. (H"MIN LENGTH) Thomas L. Hanson P.E.
Concrete Screw 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE (H)#12 X 3/4"SMS(TYP EACH SIDE OF CHANNEL)
CONNECTIONS AS 2X4 SHOWN IN TABLE. (8)#12 X 3/4"SMS(INTO GUTTER) FLORIDA LICENSE NUMBER:38654
NColumn Anchor 5.FORA 2x4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) E.A S:
Size 1.A 7"SUPER GUTTER MAY BE USED PROVIDED GUTTER BRACKET LENGTH IS INCREASED 2"
B Min.Spa 2"XZ"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS IN LENGTH. LI Myron Max Neal P.E.
2x5 1 3 FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) 2.THE HOST STRUCTURE SHALL HAVE AT LEAST A 2"X4"FASCIA AND ROOF TRUSS SYSTEM. Y
2x6 1 I 4" (4 TOTAL SCREWS ON EACH SIDE OF POST) CONTRACTOR SHALL VERIFY THIS AND IF SMALLER-CONTRACTOR SHALL BRING STRUCTURE
2x7 1 I 5 6.FORA 2x5 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) UP TO A 2"x4'•FASCIA AND ENSURE LESS THAN A 2'-0"OVERHANG. FLORIDA LICENSE NUMBER:86663
2x8 2 3" 2"X2"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(3)#12X3/4"SMS UPRIGHT OR BEAM GUTTER BRACKET&BEAM ATTACHMENT DETAIL
2x9 2 4" FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) KICK PLATE • -SNAP OR SELF
2x10 2 4.5 (S TOTAL SCREWS ON EACH SIDE OF POST) ATTACHED TO ALUMINUM MATING OR N.T.S.
MEMBERW/(1)#10 HOLLOW LI Joel Falardeau P.E.
3/4"@ 24"O.C
2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS • FLORIDA LICENSE NUMBER:70667 II SCALE:NTS KICK PLATE ATTACHED TO ALUMINUM MEMBER Erik Stuart P.E.
USE CONNECTION DETAIL FOR TOP AND BOTTOM WHEN APPLICABLE SCALE:NTs
FLORIDA LICENSE NUMBER:77605
PRIMARY BEAM PURLIN FBC Plans &Engineering
• (SEE SHEET S-2 FOR SIZE)
Services, Inc.
• 6272 Abbott Station Drive Unit 101
2"X 2"X 0.125"ANGLE • • • Zephyrhills,fl.33542
EACH SIDE OF BEAM • OPTIONAL
• Phone:(813)788-5314
Fax:1-(866)-824-7894
5"OR 7"-X 0.250"EXTRUDED GUTTER BRACKET Email:erb@Ibcplans.com
(A)-#12X 3/4"SMS 5"OR 7"-0.250"BREAK FOAMED GUTTER BRACKET Website:www.fbcplans.com
CONNECTING ANGLE TO BEAM 2"X 2"X 0.125"ANGLE Z-BRACKET 0.250" C.O.A.-#29054
(TYP 4 LOCATIONS) EACH SIDE OF BEAM
CARRIER BEAM W/(4)#12X 3/4"EA SIDE
2"GUTTER BRACKET REQUIRED
NOTE:"A"SHALL BEE UAL TO THE PRIMARY BEAM DEPTH AT PURLIN ATTACHMENT (1)1/4"LAG SCREWS @ EA.GUTTER DATE: 8/5/20
Q POINTS w/(2)#12 X 3/4"SMS BRACKET&(1)@ 12"O.C.MAX-MIN
IN INCHES(I.E.A 2X6 PRIMARY BEAM SHALL HAVE(6)#12 CARRIER BEAM INTO GUTTER LIP EMBEDMENT SHALL BE 2"
SMS(TYP 4 LOCATIONS)). FLAT OR SLOPPED OPTIONAL:(PREFAB) DRAWN BY:SB
(SEE SH EET S-2 FOR SIZE) 1"x 2"x 0.045"OPEN
BACK W/(2)#14X
S4 CARRIER BEAM CONNECTION DETAIL PURLIN TO CARRIER BEAM CONNECTION DETAIL 1-1/2"@ANGLE& REVISION: DATE:
SCALE:NTS SCALE:NTS (1)#12X2-1/2"@24"
O.C.OR OPTIONAL
2"x2"XO.045" RO 1
3/4" 3000 PSI CONCRETE WITH RO 2
45 DEG. WELDED WIRE OR PURLIN
1J8" CORNER U SET ANGLE BRACKET TOP OF [FIBERMESH 00 RO 3
FFASTEN WITH (9) #12 x 3/4 S.M.S. CONCRETE
GRADE CORROSION RESISTANT 1 8 STAINLESS 3„ e o O
8„ TO STRUCTURAL WALL MEMBERS /
STEELCABLE d O
• (1)#5REBAR CONTINUOUS W/ZS" 3/4"- PROJECT ADDRESS:
B OVERLAP ATALL JOINTS UOUSW 5/16" EYE BOLT n
CHAIRS W/DOUBLE NUTS Q 2"x2'x "XALUMINUM THE HOST STRUCTURE SHALL
TYPE 11 MONOLITHIC SLAB LOCK NUT&WASHERS 1-1/2 a G
ANGLE SMS INTO(4)#12 x3/4"PURLIN ON EA HAVE AT LEAST A 2"X4" JARVIS
CORROSION RESISTANT SYFASTEM.AND CO ROOF TRUSS
SLOPE:
2"-3'12"FTG1-1/4"X7-1/4"X1/8" SIDE SYSTEM.CONTRACTORSHALL 36017 STABLE WILK AVE
SLOPE:2":12"-3":12" O O O O ALUMINUM FLAT BAR W/ 1" &(4)12X1-1/2"INTO VERIFY THIS AND IF
NOTES FOR ALL FOUNDATION TYPES: o (2)3/8"0 X CONCRETE GUTTER SMALLER-CONTRACTOR
O SCREWS(MIN 3-3/4" SHATOALL BRING 2"X4"FASCAANDREUP ZEPHYRHILLS FL 33541
1,THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
BEARING PRESSURE OF 1,500 PSF.THE BEARING CAPACITY OF THE O EMBEDMENT) ENSURE LESS THAN A 2'-0"
SOIL VERIFIED BYA LICENSED CONTRACTOR PRIOR TO ANY POURING o NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITENVERHANG.
OF CONCRETE. AlAZ GUTTER BRACKET&PURLIN ATTACHMENT DETAIL
2.THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS,AND
1/S" STAINLESS STEEL HD 3/8"0SCREWANCHORSWITHANALLOWABLESHEARCAPACITY N.T.S. CONTRACTOR:
COMPACTED PRIOR TO POURING OF ANY CONCRETE. 7x7 CABLE W/ MIN OF 880 LBS.W/EDGE DISTANCE AND SPACING SHOWN.
3.CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. (2) CLAMPS FOR 4"CONCRETE SLAB ONLY:USE 3"A.S.T.M.A-36 STEEL CLIP WITH
2-3/8"X 3"SLEEVE ANCHORS TO CONCRETE DECK.THIS CLIP MAY ALSO BE PATRIOT SCREENS
fl TYPE II MONOLITHIC SLAB!FOOTING USED ON TOP OF CONCRETE SLAB.MAINTAIN 2"MIN.EDGE DISTANCE.
S_c) REFER TO AAF GUIDE TO ALUM.CONST.IN HIGH WIND AREAS,PAGE 1-47(C10/1) NOTES
45 DEGREES
APPROX. CABLE TO FOUNDATION CONNECTION DETAIL
SCALE:NTS S - 4
General Notes I HEREBY CERTIFY THAT I HAVE REVIEWED
A.CONCRETE&FOUNDATION DESIGN: HOT AG GALVANIZED.LLTHIS PLAN AND FOUND I -1TO, IN
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10,
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. &FBC 6TH EDITION
PSI MINIMUM. 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
MINIMUM,3 1/2"NOMINAL THICKNESS. GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
APPROPRIATE ACI AND ASTM REQUIREMENTS MAYBE USED INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
IN LIEU OF WELDED WIRE MESH CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2.
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED .c
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C. c 53608
GRADE 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW g 9`
� *
GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL.
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS ORS 1 Q
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE �r nlq
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR JOB DESCRIPTION : SCREEN ENCLOSURE
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS.
PROFESSIONAL ENGINEER SEAL
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA:
WATER REDUCING AGENT-ASTM C 494. G-185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH ENGINEER OF RECORD
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH David W. Smith P.E.
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISK CATEGORY : 1
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHERWISE. 3. WIND EXPOSURE : B FLORIDA LICENSE NUMBER:53608
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 4. WIND LOADS:
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1,E. REFERENCE STANDARDS: SCREEN ROOF: 6 PSF Thomas L. Hanson P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS SCREEN WALLS: 23 PSF
RECOMMENDATIONS. ASTM E 119 FLORIDA LICENSE NUMBER:38654
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 Myron Max Neal P.E
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
FLORIDA LICENSE NUMBER:86663
SPALLING OR OTHER DETERIORATION. ASTM C94 OR EQUIVALENT DENSITY SCREEN MESH: 0.88
ASTM C150 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
B.MASONRY: ASTM C33 7. LIVE LOAD:
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C260 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. Joel Falardeau P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C494 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
ASTM A615 FLORIDA LICENSE NUMBER:70667
TYPE M OR S MORTAR.
ASTM A185W/ Erik Stuart P.E.
2.ALL MORTAR SHALL BE OF TYPE M OR S. 8. EXISTING 4"CONCRETE SLAB WIREMESH TYP.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23)
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 6TH EDITION SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
FLORIDA LICENSE NUMBER:77605
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING CURRENT ALUMINUM DESIGN MANUAL
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: 9. SCREEN ROOF TYPE: GABLE/HIP FBC Plans &Engineering
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 10. SOLID ROOF TYPE: ) Services,Inc.
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
6272 Abbott Station Drive Unit 101
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Zephyrhills,0.33542
1 ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1. TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Phone:(813)788-5314
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2. SIM--SIMILAR Fax:1-(866)-824-7894
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED HOLLOW SECTIONS Email:erb@fbcplans.com
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS Website:www.fbcplans.com
0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.046" C.O.A.-#29054
3. STRUCTURAL ALUMINUM DESIGN CONFORMS G.RESPONSIBILITY: 3x2:---------------------------------------
3"x 2"x 0.050"
TO"PART 1-A-SPECIFICATIONS FOR ALUMINUM 2 x 3:---------------------------------------2"x 3"X 0.050" DATE: 8/5/20
STRUCTURES-ALLOWABLE STRESS 1 CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED " ALL INOP�IC BHA' i C g L�' �((�. p y.REVr ILi
DESIGN"OR"PART 1-B-SPECIFICATIONS FOR ALUMINUM CODES FLORIDA SOIL ,,.r, DRAWN BY:SB
CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" I�INt;i i-'�E,
STRUCTURES-BUILDING LOAD AND RESISTANCE FACTOR 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NATIONAL ELECTRIC CODE
DESIGN"OF THE ALUMINUM DESIGN MANUAL PREPARED BY2 x 5: 2"x 5"x 0.050"
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
AND THE CITY OF ZEPHYRHILLSREVISION: DATE:
THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.THE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD OPEN BACK SECTIONS ORDINANCES RO 1
FLORIDA BUILDING CODE 6TH EDITION(CHAPTER 16 CONDITIONS.
STRUCTURAL DESIGN&CHAPTER 20 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE RO 2
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 1 x 3: 1"x 3"x 0.045"
SEPARATION. CONTRACTOR RO 3
4.ALL D
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED SNAP SECTIONS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND
USING#12 SPACING MAYBE 24"ON CENTER. MANUFACTURER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045" REVIEW DAT ? PROJECT ADDRESS:
6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap:---------------------------------2"x 3"x 0.050" CITY OF ZEPHYRHILL JARVIS
LICENSED P.E.IN ACCORDANCE WITH STANDARD
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2x4 4 Snap:---------------------------------2"x 4"x 0.045" PLAN EXAMINER
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 36017 STABLE WILK AVE
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SELF MATING (SMB)
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: ZEPHYRHILLS FL 33541
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
D.FASTENERS: THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" CONTRACTOR:
300 18-8,WITH STANDARD FLAT WASHER UNLESS ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE HOME. PATRIOT SCREENS
WITH ACQ 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
2. HEX BOLTS HAS PRESSURET BE TREATEDSTM A WOOD.325,P WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
FLAT WASHERS AND NUTS. BARRIER REQUIREMENTS OF THE FBC 6TH EDITION NOTES
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, R 4501.17.1 IN ITS ENTIRETY.
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 S - 1
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL 1
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION
fr
1
V
U> }iXZ w PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
I' y FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
_ a- FLORIDA LICENSE NUMBER:38654
Myron Max Neal P.E
i
FLORIDA LICENSE NUMBER:86663
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
LI Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans &Engineering
Services, Inc.
6272 Abbott Station Drive Unit 101
Phone:(813)788-5314
�u Fax:1-(866)-824-7894
Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
DATE: 8/5/20
T�z Zx Z Ztl '- DRAWN BY:SB
REVISION: DATE:
I z t z- RO 1
RO2
(71) S R03
PROJECT ADDRESS:
rR Vre- .' JARVIS
36017 STABLE WILK AVE
ZEPHYRHILLS FL 33541
CONTRACTOR:
PATRIOT SCREENS
NOTES
S - 2
OX 5"OR 7"X4"WIDTH EXTRUDED GUTTER I HEREBY CERTIFY THAT I HAVE REVIEWED
BRACKET(THICKNESSOF LEG @LAG OPTION FASTEN.060REC,CHAN.TO THIS PLAN AND FOUND IT TO BE IN
SCREW SHALL BE 0.125"MIN. (3)1/4"LAG SCREWS BACKSIDE OF 2"XH"EDGE BEAM COMPLIANCE WITH ASCE 7-10,
LONG LEG SHALL BE 0.072"MIN) GUTTER BRACKET EAVE#1 W/(5)#10 SMS W/3/4"
@ EACH BEAM AND(1)IN BETWEEN W/(3) &(1)@ 12"O.C.MAX-MIN EMBEDMENT STAGGERED &FBC 6TH EDITION
1/8"(11 GA.)ALUMINUM STAGGERED
#10 SMS W/3/4-
#10X3/4"SMS 1"SPA. 2"x_PURLINS(SEE S-2 FOR RAIL
SHALL BE 2" INTO SIDE FLANGES
INTO GUTTER LIP SIZE)ATTACHED TO BEAM GUSSET PLATE(2X HEIGHT) OPTION 0
EXISTING HOST w/MIN(4)#10xIM"SMS B#12 SMS
STRUCTURE 2X HL.� & e"'r ° �q
• • • > Y ® EDGE 'k x= "
• • F v APPLY EDGE BEAM W/REC.CHANNELS
O• ® BEAM � ,,, fie. "`' �, '`�"V
TO NOTCHED POST Y �. --r .'
a' Sti • • 9�0%' UNDERS.060 RE XCH N.T BEAM l 's - a -?,
• • CONTINUOUS EDGE BEAM POST W/(4)#10 SMS W/3/4" • �'+,) '++' q
2XH ✓ \ .'�
• • • • • • STAGGERED • •
BEAM W/(2)#10 SMS W/3/4" ,.'///77► 0'
t t
NOTE:EDGE BEAM(SEE SHEETS2FORSIZEJ INTO SIDEFLANGES yid +
SHALL BE ORIENTED IN DIRECTION SHOWN G #6�"� a <e
REC.CHANNEL.060 MIN.,SAME WIDTH AS BEAM TYP. " Y •
• SUPERGUTTER(5"OR7") ti(T' w1DTN EAVE RAIL TO UPRIGHT DETAIL ,ER aY .<, Y9
• S.3Q1,P�'YC PgL6� SCALE:NTS E4'� ., @ "
RECEIVING CHANNE
(H"MIN LENGTH)
(H)#12X3/4"SMS(TYP EACH SIDE OF CHANNEL) NOTES: PURLIN ATTACHED TO EAVE RAIL
(8)#12X3/4"SMS(INTO GUTTER) WRECEIxINGC INTERNAL PROFESSIONAL ENGINEER SEAL
NOTES: BEAM "B" "N" "Ni" "Si""S2" "S3" "S4" 1."N'NUMBEROFSCREWSINANY "ANGL CLIP ANNELOR
1.A 7"SUPER GUTTER MAYBE USED PROVIDED GUTTER BRACKET LENGTH IS INCREASED 2" DIRECTION. EXTERNAL 0.125"ANGLE CLIP ATTACHED OPTION
IN LENGTH. 2.TOTAL NUMBER TIMES SCREWS PER W/(3)#12x3/4"SMS EA LEG
2.THE HOST STRUCTURE SHALL HAVE AT LEAST A 2"X4"FASCIA AND ROOF TRUSS SYSTEM. 2X5 16 5 4 lg, 1 ' 10" 5' 2"x60:1253 PLATE WIDTH SHALL BE #2 ENGINEER OF RECORD
CONTRACTOR SHALL VERIFY THIS AND IF SMALLER-CONTRACTOR SHALL BRING STRUCTURE 2X6 18 6 5 1" 13' 12" 6" DETERMINED FROMANGLEOF 2"x3"EAVE RAIL
UP TO A 2"X4'FASCIA AND ENSURE LESS THAN A 2'-0"OVERHANG. E MIN.SPACE REQUI -1 FLAT BAR David W. Smith P.E.
2X7 20 6 6 1" 1' 14" 7" BAM AND RED. 1
4 GUSSET PLATES EXTERNAL. / W/6#12x3/4"SMS 2$�
GUTTER BRACKET&BEAM ATTACHMENT DETAIL 2X8 24 7 7 1'9" 1 " 16" 8" 5.INTERNAL SCREWS FOR PURLIN 3@ EAVE RAIL c FLORIDA LICENSE NUMBER:53608
N.T.S. 5„ 1 , CONNECTION MAYBE INCLUDED IN 3@ POST
2X9 32 l0 8 17 16" 1B" 9 TOTAL NUMBER OF SCREWS. PURLIN Thomas L. Hanson P.E.
2X9 H 32 10 8 1k" 1k'" 18' 9" 6.GABLE SPLICE WILL HAVE THE FASTEN RECEIVING CHANNEL G 0 0.060"RECEIVING CHANNEL
2X10 40 13 9 1 20 10 SAME PATTERN. TO BOTTOM OF EAVE RAILFLORIDA LICENSE NUMBER:38654
W/(4)#12x3/4"SMS (1"x2'x POST SIZE)
ATTACHED TO POST
OPTION#1:2"x 3"x PURLIN w/(3)#12x3/4"SMS EA SIDE Myron Max Neal P.E.
DEPTH RECEIVING CHANNEL W/ BOTH ENDS SIMILAR #12 SMS BEAM SPLICE GUSSET DETAIL OR-
SOLI C:ITS ALUMINUM UPRIGHT USE 2"x2"x0.125"ALUMINUM ANGLE
BOTH SIDES OF POST ATTACHED FLORIDA LICENSE NUMBER:86663
(3)#10X3/4"EA.LEG ATTACHING W/(3)#12x3/4"SMS EACH LEG.
PURLIN TO BEAM OR EAVE
MEMBER
Joel Falardeau P.E.
,060 REC.CHANNEL MIN.
FLORIDA LICENSE NUMBER:70667
SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL
SCALE:NTS LI Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans &Engineering
Services, Inc.
272 Abbott Station Drive Unit 101
BEAM SCREWS 6272 6272 hills,fl.33542 I. 2"X4"SMB 8
2'X5"SMB 8 Phone:(813)788-5314
2"X 6"SMB 10 Fax:1-(866)-824-7894
E 2"x7"SMB 10 EDGE BEAM PER PLAN
ROOF BRACING CONNECTION DETAIL 2^xe"SMB 12 2X ALUM. Email:erb@tbcplans.com
2"X9"SMB 12 Website:www.fbcplans.com
SCALE:N.T.S. z"x1o^sMs 14 C.O.A,-#29054
S-3
ELF-MATING BEAM
FOR SLOPED BEAMS, SHALL BE NOTCHED 2X ALUM.UPRI HT DATE: 8/5/20
MAINTAIN ALL SCREW SPACING FOR UPRIGHT PER PLAN
FROM EDGE OF BEAM DRAWN BY:SB
OPTIONAL:1"X2"OPEN (6)-#12 X 3 4"SMS
ATTACHING ANGLE TO BEAM DOOR
BACK ATTACHED TO HOST EACH SIDE(1"MIN.SPACING) REVISION: DATE:
W/(1)1/4"0 CONCRETE 5/8"
SCREW OR LAG WITHIN 6" 2X3 SPECIAL MAY BE USED IN PLACE
OF BEAM&@ 24"D.C.MAX OF 2X2 AND 1X2 COMBO EAVE RAIL RO 1
BETWEEN BEAMS 2"x2"EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN 0 0 3/4" RO 2
ON S-2)-ATTACHED TO BEAM
W/(4) #10x2"SMS INTO SCREW BOSS 00 RO 3
BI 00
y RAIL ATTACHE TO UPRIGHT 0
1X ALUM,OPEN BACK
o w/(2)#10x1-1 2"SC w INTO PROJECT ADDRESS:
(B)-1/4"0 CONCRETE SCREW 0 TYPICAL SCREEN DOOR CONNECTION DETAIL
W/1-1/2"EMBEDMENT INTO o #10x1-1/2"SMS 12"O.C SCALE:NTS
MASONRY JARVIS
(1-1/2"MIN.SPACING #12x-,- SCREW
NOTES:
oR (SEE TABLE ABOVE) "(MIN)UPRIGHT 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM.
(B)-1/4"0 X 2"LAG SCREWS SLOPED OR FLAT 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. 36017 STABLE WILK AVE
INTO WOOD(1"MIN SPACING) ROOF BEAM(SEE 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A
(TYP 2 LOCATIONS) SHEET S-2 FOR SIZE) 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM ZEPHYRHILLS FL 3 3 541
BEAM "B" NOTES: 2X2X 0.12
1.THE MINIMUM EDGE EA.SIDE OF BEAM E
BEAM END OF THE UPRIGHT.
2x4 1 UPRIGHT TO BEAMCONNECTION-ALL WIND ZONES
DISTANCE IS 3"FOR MASONRY EXISTING HOST STRUCTURE SCALE:NTS CONTRACTOR:
2x5 2 STRUCTURES. (CONCRETE,GROUT FILLED
2.IF A RECEIVING CHANNEL IS CMU OR WOOD)
2x6 2 USED,USE TWICE THE NUMBER PATRIOT SCREENS
2- -x7 3 "B"ANCHORSINTOTHEHOST
STRUCTURE.ALL MINIMUM NOTES
2x8 3 SPACING SHALL BE APPLICABLE. S- 3
x9 3 S2 BEAM TO HOSTTO CONNECTION DETAIL 3
2XiD 4 S-s SCALE:YES
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
PRIGHT &FBC 6TH EDITION'.
SEE NOTE#54R'
ECONDARY ANGLE MIN OPTION#1 4,a
(H)#12 X 3/4"SMS .125"THICK(NOT
FASTENING SECONDARYEQUIRED FOR 2X3 (4)#10 x 1 W'SMS OPTION#2 0 ss sF
ANGLE TO COLUMN(TYEMBER) INTO SCREW BOSSES
EACH SIDENOTE:2X4 SMB BEAM ONLY REQUIRES 4" •A
PRIMARY 2"X2" 1'X 5"OR 7"X6"WIDTH EXTRUDED GUTTER WIDTH GUTTER BRACKET W/(2)1/4"
/RIGHT
LAGS i s
B)-3 8"0 CONCRETE SCREW BRACKET(THICKNESS OF LEG @ LAG _'•'
( ANCHOR INTO SECONDARY2)#12 X 3/4"SMS FASTENING SCREW SHALL BE 0.125"MIN. ® '
COLUMN TO PRIMARY ANGLE 2"X2"OR 2"X3" 0.0625"ALUMINUM INTERNAL LONG LEG SHALL BE 0.072"MIN) (4)1/4"LAG SCREWS @ 1-1/2" s zy
ANGLE(TYP EACH SIDE)(SEE (TYP EACH SIDE) MEMBER OR EXTERNAL RECEIVING SPACING @ EA GUTTER BRACKET 1
TABLE) @ EACH BEAM W/(4) &(1)@ 12"O.C.MAX-MIN EMBEDMENTCHANNEL W/(4)#10 X 3/4"INTO #10X3/4"SMS 1"SPA"X 2"BASE MEMBER SHALL BE 2" e &b
INTO BEAM OR UPRIGHT.(2) INTO GUTTER LIP � � sf
(TYP EACH SIDE) #12X 3/4"EA.LEG INTO GIRT OR EXISTING HOST
• •• PURLIN-(0.062"ANGLE CLIPS w/ STRUCTURE
ANCHOR SPAS]. }�
2-1 2" (1)-3/8"0 CONCRETE SCREW (2)#12x3/4"SMS EA LEG)
/ ANCHOR INTO PRIMARY
(MIN)(TYP)(SEE TABLE) ANGLE AND @1/4"0 CONCRETE a?
UPRIGHT OR BEAM-SNAP Ii Pe S
3"(MIN)" SCREW ANCHOR @ OR SELF MATING OR
24"O.C.BETWEEN COLUMNS HOLLOW
(TYP EACH SIDE) PROFESSIONAL ENGINEER SEAL
1/4"0 NOTES: PURLIN OR GIRT TO BEAM OR POST DETAIL 2xx •
Concrete Screw 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY SCALE:NTS BEAM •
Column Anchor ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE IX2. • ENGINEER OF RECORD
Size 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
B Mi .Spa SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW SUPER GUTTER(5"OR7") David W. Smith P.E.
2x3 LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT
2x4 1 3" LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING FLORIDA LICENSE NUMBER:53608
WHEN A PAVER DECK IS PRESENT. 2"X 2"x1/16"(MIN)
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS RECEIVING CHANNE LI 3/8"0 APPROVED ON THE S-1 NOTES PAGE. (H"MIN LENGTH) Thomas L. Hanson P.E.
Concrete Screw 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE (H)#12 X 3/4"SMS(TYP EACH SIDE OF CHANNEL)
CONNECTIONS AS 2X4 SHOWN IN TABLE. (8)#12 X 3/4"SMS(INTO GUTTER) FLORIDA LICENSE NUMBER:38654
NColumn Anchor 5.FORA 2x4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) E.A S:
Size 1.A 7"SUPER GUTTER MAY BE USED PROVIDED GUTTER BRACKET LENGTH IS INCREASED 2"
B Min.Spa 2"XZ"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS IN LENGTH. LI Myron Max Neal P.E.
2x5 1 3 FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) 2.THE HOST STRUCTURE SHALL HAVE AT LEAST A 2"X4"FASCIA AND ROOF TRUSS SYSTEM. Y
2x6 1 I 4" (4 TOTAL SCREWS ON EACH SIDE OF POST) CONTRACTOR SHALL VERIFY THIS AND IF SMALLER-CONTRACTOR SHALL BRING STRUCTURE
2x7 1 I 5 6.FORA 2x5 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) UP TO A 2"x4'•FASCIA AND ENSURE LESS THAN A 2'-0"OVERHANG. FLORIDA LICENSE NUMBER:86663
2x8 2 3" 2"X2"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(3)#12X3/4"SMS UPRIGHT OR BEAM GUTTER BRACKET&BEAM ATTACHMENT DETAIL
2x9 2 4" FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) KICK PLATE • -SNAP OR SELF
2x10 2 4.5 (S TOTAL SCREWS ON EACH SIDE OF POST) ATTACHED TO ALUMINUM MATING OR N.T.S.
MEMBERW/(1)#10 HOLLOW LI Joel Falardeau P.E.
3/4"@ 24"O.C
2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS • FLORIDA LICENSE NUMBER:70667 II SCALE:NTS KICK PLATE ATTACHED TO ALUMINUM MEMBER Erik Stuart P.E.
USE CONNECTION DETAIL FOR TOP AND BOTTOM WHEN APPLICABLE SCALE:NTs
FLORIDA LICENSE NUMBER:77605
PRIMARY BEAM PURLIN FBC Plans &Engineering
• (SEE SHEET S-2 FOR SIZE)
Services, Inc.
• 6272 Abbott Station Drive Unit 101
2"X 2"X 0.125"ANGLE • • • Zephyrhills,fl.33542
EACH SIDE OF BEAM • OPTIONAL
• Phone:(813)788-5314
Fax:1-(866)-824-7894
5"OR 7"-X 0.250"EXTRUDED GUTTER BRACKET Email:erb@Ibcplans.com
(A)-#12X 3/4"SMS 5"OR 7"-0.250"BREAK FOAMED GUTTER BRACKET Website:www.fbcplans.com
CONNECTING ANGLE TO BEAM 2"X 2"X 0.125"ANGLE Z-BRACKET 0.250" C.O.A.-#29054
(TYP 4 LOCATIONS) EACH SIDE OF BEAM
CARRIER BEAM W/(4)#12X 3/4"EA SIDE
2"GUTTER BRACKET REQUIRED
NOTE:"A"SHALL BEE UAL TO THE PRIMARY BEAM DEPTH AT PURLIN ATTACHMENT (1)1/4"LAG SCREWS @ EA.GUTTER DATE: 8/5/20
Q POINTS w/(2)#12 X 3/4"SMS BRACKET&(1)@ 12"O.C.MAX-MIN
IN INCHES(I.E.A 2X6 PRIMARY BEAM SHALL HAVE(6)#12 CARRIER BEAM INTO GUTTER LIP EMBEDMENT SHALL BE 2"
SMS(TYP 4 LOCATIONS)). FLAT OR SLOPPED OPTIONAL:(PREFAB) DRAWN BY:SB
(SEE SH EET S-2 FOR SIZE) 1"x 2"x 0.045"OPEN
BACK W/(2)#14X
S4 CARRIER BEAM CONNECTION DETAIL PURLIN TO CARRIER BEAM CONNECTION DETAIL 1-1/2"@ANGLE& REVISION: DATE:
SCALE:NTS SCALE:NTS (1)#12X2-1/2"@24"
O.C.OR OPTIONAL
2"x2"XO.045" RO 1
3/4" 3000 PSI CONCRETE WITH RO 2
45 DEG. WELDED WIRE OR PURLIN
1J8" CORNER U SET ANGLE BRACKET TOP OF [FIBERMESH 00 RO 3
FFASTEN WITH (9) #12 x 3/4 S.M.S. CONCRETE
GRADE CORROSION RESISTANT 1 8 STAINLESS 3„ e o O
8„ TO STRUCTURAL WALL MEMBERS /
STEELCABLE d O
• (1)#5REBAR CONTINUOUS W/ZS" 3/4"- PROJECT ADDRESS:
B OVERLAP ATALL JOINTS UOUSW 5/16" EYE BOLT n
CHAIRS W/DOUBLE NUTS Q 2"x2'x "XALUMINUM THE HOST STRUCTURE SHALL
TYPE 11 MONOLITHIC SLAB LOCK NUT&WASHERS 1-1/2 a G
ANGLE SMS INTO(4)#12 x3/4"PURLIN ON EA HAVE AT LEAST A 2"X4" JARVIS
CORROSION RESISTANT SYFASTEM.AND CO ROOF TRUSS
SLOPE:
2"-3'12"FTG1-1/4"X7-1/4"X1/8" SIDE SYSTEM.CONTRACTORSHALL 36017 STABLE WILK AVE
SLOPE:2":12"-3":12" O O O O ALUMINUM FLAT BAR W/ 1" &(4)12X1-1/2"INTO VERIFY THIS AND IF
NOTES FOR ALL FOUNDATION TYPES: o (2)3/8"0 X CONCRETE GUTTER SMALLER-CONTRACTOR
O SCREWS(MIN 3-3/4" SHATOALL BRING 2"X4"FASCAANDREUP ZEPHYRHILLS FL 33541
1,THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
BEARING PRESSURE OF 1,500 PSF.THE BEARING CAPACITY OF THE O EMBEDMENT) ENSURE LESS THAN A 2'-0"
SOIL VERIFIED BYA LICENSED CONTRACTOR PRIOR TO ANY POURING o NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITENVERHANG.
OF CONCRETE. AlAZ GUTTER BRACKET&PURLIN ATTACHMENT DETAIL
2.THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS,AND
1/S" STAINLESS STEEL HD 3/8"0SCREWANCHORSWITHANALLOWABLESHEARCAPACITY N.T.S. CONTRACTOR:
COMPACTED PRIOR TO POURING OF ANY CONCRETE. 7x7 CABLE W/ MIN OF 880 LBS.W/EDGE DISTANCE AND SPACING SHOWN.
3.CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. (2) CLAMPS FOR 4"CONCRETE SLAB ONLY:USE 3"A.S.T.M.A-36 STEEL CLIP WITH
2-3/8"X 3"SLEEVE ANCHORS TO CONCRETE DECK.THIS CLIP MAY ALSO BE PATRIOT SCREENS
fl TYPE II MONOLITHIC SLAB!FOOTING USED ON TOP OF CONCRETE SLAB.MAINTAIN 2"MIN.EDGE DISTANCE.
S_c) REFER TO AAF GUIDE TO ALUM.CONST.IN HIGH WIND AREAS,PAGE 1-47(C10/1) NOTES
45 DEGREES
APPROX. CABLE TO FOUNDATION CONNECTION DETAIL
SCALE:NTS S - 4