HomeMy WebLinkAbout22-5035City of Zephyrhills
g I,
5335 Eighth Street
amss
"
Zephyrhills, FIL 33542
BAR-0 -2022
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 11/01/2022
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,
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PE iT6-FF-jCEfV
It V
ITHOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
+I III 1 .� %► i�
Foe Simple Titleholder Name
Fee Simple Titleholder Address
WORK PROPOSED NEW CQNSTR ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFRCOMM OTHER
PE OF CONSTRUCTION SLACK FRAME STEEL
DESCRIPTiON OF WORK 'v n e
BUILDING SIZE SQ,FOOTAGE L% HEIGHT
ILDING ®� ®� VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C.
PLUMBING itf
MECHANICAL $ VALUATION OF MECHANICAL'INST`ALLATiON }
GAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY Gf k� i�f. SIGNATURE REGISTERED�FEECUFtR�EN���
.Address License c1 ?�S
ELECTRICIAN COMPANY
SIGNATURE t REGISTERED Y / "N FEE CURREN Y / N
Address License
PLUMBER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #f
MECHANICAL COMPANY
SIGNATURE REGISTERED ;;Y;/N��FEEC�URREK
Address License:#
OTHER COMPANY
SIGNATURE REGISTERED ;;N �FEECUR�REKY 1 N
Address License
IIIII1111// gill 11INN III INN 11/l1/111111111 all INN 111III 111111oil 1//11111
ESIDENiTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new' construction,
Minimum ten (10) working days after submittal date. Required onsite,' Construction Plans, Stormwater Plans w/ Slit Fence Installed,
Sanitary Facilities & 1=dumpster; Site Work Permit for subdivisions/lairge projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Rage; (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. (AIC 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 *(copy
Reroofs if shingles Sewers Service Upgrades e.P
INSTR#2022233946OR BK10715 PG3349 Page 1 of 1
10/31/2022 12:44 PM Rcpt: 2519008 Rec: 10.00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit No Parcel to No
2NOTICE OF COMMENC�MENIT'
Stale of _10 r �i county of _ qSC
THE UNOERVONCO hereby "a notice that Improvement v" he Made to Canan Tool PrOWY, and in accordance with Chaptar 713, Fladda Storms,
the following Information Is provided in this Witt of Cenamenn. I
1. Description at Property. Parcel Identification No. 75:
Street Address:,
2, Gonerof Description of Imenovemetit rbx 2) ne
1 Ovnor Informall or L" Internal! I If the LOS%ft contracted for the improvement:
Address State
Interest In Propkody:ift
Name of Fee Slavic, Titleholder.
(it different from Owner listed above)
Contractor.
4� —a Address y "Is'.
'a...,. T.,ision.". No n
5, Surely:
Address -- ---- state
Amount of Bonci; Telephone No.;
6. Lender:
Name
Address Ctry State
Lender's Telephoto No,:
7 Polcons Within the stain Of Florida designated by the owner upon vsiom nollcou or other documents may be served as Provided by
Section 713.13(1)(e)(7). Flards Stabiles:
Address .City State
Telephone Number of Designated Person:
8, In n(I to himself, the owner designates Of
to resolve a Copy of the Lionor's Notice as provided In Section 713.13(i)(b), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner!
9. Expiration date of Notice of Cornmencernerit(the wtairlition date may not in before,tho Completion of construction and final payrnerit to the
contractor. but vAlf be one year from the date of recording artless a different date is sascffied):
WAFtN1NG TO OWNER: ANY PAYMENTSMADE BY; MNER'ArTER THE EXPIRATION Of THE NOTICE. OF COMMENCF;f.*,NT
Under ponalty of perjury, I declare that I have road the foregoing "011co, ofcomnastriceffion! and that the facts %tatedinarein are true to the best
of my knowledge and balst,
STATE OF FLORIDA
COUNTY OF PASCO
Sig of or or Losses, r a or Lessee's Authorized
Signal 1, 0
The foregoing instrument was ackn000dge 0 me 87 day of '20WAS
as (type of authority. e,g., , oiifco'; trustee. attomoy, In fact) for
mam. alI M h-h-V of whom Mwas a d) Inauturrie -1
Personally Knom 0 QB Produced�l on"cabon Notary Signature V
Type of Idenlification Produced Name (Print)
wpdsialbWnQk*wm"loncement_pcOS3048
APPLICATION FOR WEDGEWOOD ARCH ITECTU RA L/LAN SC PI NG
Date Received--ff
Application Number_-A�-24-----
Before making any alterations, additions, or improvements to the exterior of a
residence or lot by repairing, reconstructing, rebuilding, or improving after the
house is built or any landscaping alteration, additions or improvements, THE
HOMEOWNER MUST SUBMIT AN APPLICATION TO THE
ARCH ITECTU RAL/LAN DSCAPI NG COMMITTEE FOR APPROVAL.
APPROVED REQUESTS WILL EXPIRE SIX (6) MONTHS AFTER DATE OF
State, what you wish to do. Applications are required to meet all current state, county and
city requirements. All direct and indirect costs associated with the project are the
homeowner's responsibility. Sketch a drawing of your proposal on the back of this application
it needed.
APPLICANT
----- - - NUMBER le
ADDRESS—, —;7- PHONE NUMBER
Signature of Applicant 'J,
ARCH ITECTURAL/1-ANDSCAPING COMMITTEE
APPROVED PROJECT — DATE DENIED PROJECT - DATE
COMMIT -TEE CONTACT ASSIGNED TO PROJECT
-tom— "—-111-
Homeowner needs to contact this person when project is completed. Tel.
APPROVED COMPLETED PROJECT DATE COMMENTS
Signature of inspecting Committee member
HARMON IUS--WORKAB LE— NEIGHBOR FRIENDLY
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
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Product Approval
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Product Approval Menu > Product or Applicatipn Search > Application List > Application Detail
FL #
FL10477-R8
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived
Product Manufacturer James Hardie Building Products
Address/Phone/Email 10901 Elm Ave
Fontana, CA 92337
(909) 641-0498
rathisha.sabaratnam@jhresearchusa.com
Authorized Signature Rathisha Sabaratnam
rathisha.sabaratnam@jhresearchusa,com
Technical Representative Rathisha Sabaratnam
Address/Phone/Email 10901 Elm Avenue
Fontana, CA 90631
(909) 641-0498
rathisha.sabaratnam@jhresearchusa.com
Quality Assurance Representative Rathisha Sabaratnam
Address/Phone/Email 10901 Elm Avenue
Fontana, CA 92337
(909) 614-0498
rathisha.sabaratnam@jhresearchusa.com
Category Panel Walls
Subcategory Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the V. Andrew Tan
Evaluation Report
Florida License PE-81662
Quality Assurance Entity Intertek Testing Services NA, Inc, - QA Entity
Quality Assurance Contract Expiration Date 12/31/2023
Validated By John Southard, P.E.
I Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL10477 R8 COI 2001_:_I�Letter of Indepgndence.pdf
Standard Year
ASTM C1186 2012
ASTM E330 2014
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
12/14/2020
Date Validated
01/05/2021
Date Pending FBC Approval
01/06/2021
Date Approved
02/09/2021
Summar
y ry of Products
FL # Model, Number or Name
Description
10477.1 Artisan® Lap Siding
5/8 inch thick fiber -cement lap siding with tongue and groove
I end joints.
Limits of Use
Approved for use in HVHZ: Yes
1 Installation Instructions
I FL10477 R8 II Artisan-LAP-Install-Instr,12-ft
Approved for use outside HVHZ: Yes
Verified By: V. Andrew Tan 81662
Impact Resistant- No
Created by Independent Third Party: Yes
Design Pressure- N/A
Evaluation Reports
Other: For use in HVHZ install in accordance with Miami Dade FL10477 R8 AE 2001-10.1.2 Artisan Lock Joint Siding
County Florida NOA 20-0730,07; For use outside HVHZ install
i Analysis_CMQ P�df
in accordance with manufacturer's installation instructions.
is.p
FL10477 R8 AE 2001 10.1 1 Artisan Lap Analysis.pdf
FL10477 R8 AE_1001-14,4 NOA Letter of Compliance -Artisan
Lap.pff
Created by Independent Third Party: Yes
i 10477,2 Artisan@ Siding with Lock Joint
#tem
5/8 inch thick fiber -cement siding with interlocking horizontal
System
and vertical joints
---------
....... . . ... .............. . ..................... . ..
I Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
1 FL10477 R8 II Artisan-Lock-Joint-Install-Instr.pdf
Approved for use outside HVHZ: Yes
i Verified By: V. Andrew Tan 81662
Impact Resistant, No
created by independent Third Party: Yes
j Design Pressure: N/A
1 Evaluation Reports
Other: For use in HVHZ install in accordance with Miami Dade 1 FL10477 R8 AE 2001-10,1.2 Artisan Lock joint Siding
County Florida NOA 20-0730,05; For use outside HVHZ install Analysis CMU.pff
in accordance with manufacturer's installation instructions.
FL10477 R8 AE 2001-10,1.1 Artisan Lock Joint System
Ana ly isp f
FL10477 R8 AE 2001-14,2 NOA Letter of Compliance
Artisan LJS&Lf
Created by Independent Third Party: Yes
F-7;7 EEI
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. 2007-2013 State of Florida.:: 2
Copyright Privacy Statement :: Accessibility. Statement :: Refund Statement
L _ _
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395, -Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
M ON *9 Ed M
Credit Card
Safe
Florida Product Approva'-I
ArtisanO Lap Siding
I
o Artisan Lap Siding fastener types, fastening schedule, and installation shall
be in accordance with the Miami -Dade County Florida NOA 20-0730.07.
Consult the Artisan Lap product installation instructions on the follow
pages for all other installation requirements.
For use outside of HVHZ,
o Artisan Lap Siding fastener types, fastening schedule, and installation shall
be in accordance with CAE Engineering Reports No.:2001-10.1.1. Consult
the Artisan Lap product installation instructions on the follow pages for all
other installation requirements.
aX Z ; ZI"•,
Artisan® Lap Siding and Trim
IMPORTANT: FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATON INSTRUCTrONSAND COMPLY'WITHAPPLICABLE BUILDING CODES %4.AYVIOLATE LOCAL LAWS, AFFECT
BUILDI'NGENVELOPE PERFORMANCE AND IMAYAFFECT`AIARRANTYCOVERAGE, FAILURE TOCONIPLY` ITHALLHEALTHANDSAFETYREGULATIONSWHENCUTTINGANDINSTALiING
THIS PRODUCT MAY RESULT IN PERSONAL INJURY, BEFORE INSTALLATION, CONFIRM YOU ARE USING THE CORRECT HARDIEZONES, PRODUCT INSTRUCTIONS BY VISITING
HARDIEZONE.COM OR CALL 1-866-942-7343 (366-9-HARDiE)
B n L r? STORAGE
E I IStore flat and keep dry and covered priorto installation (fig 1). Installing siding wet or
t saturated may result in shrinkage atjoints. Protect edges and corners from breakage. James
Hardie is not responsible for damage caused by improper storage and handling of the product
HANDLING
A When working with Artisan' siding and trim products, carry the product on edge. If only one
P (� J t person is carrying the product, hold it in the middle and spread arms apart to better support
jj,)t
t � the product (fig 2). If two people are carrying the product, hold it near each end and on edge
q (fig 3). Do not lift or carry Artisan products flat (fig 4).
Figure Figure2 Figure Figure
Figure 5 24 in o.c. max
1. Position cutting station so that wind wi I I blow dustaway
from user and others in working area.
2. Use one of the following methods:
a. Best: Circular saw equipped with aHardieBladea
saw blade and attached vacuum dust plywood
collection system OSB Shea
b. Better: Circular saw equipped with aHardieBlade
saw blade and a dust collection feature barrier
sis
b
(e.g. Roam Saw)
C.Good: Ci rcularsaw equipped with a HardieBlade
saw blade
Installa11/Zin off stud tongue foundation
— NEVER grind or cut with a power saw indoors. starter stripto and groovejoint
— NEVER dry sweep dust; use wet dust suppression or vacuum to collect dust. ensure a consistent
plank angle
For maximum dust reduction, James Hardie recommends using the "Best" cutting practices.
For best performance when cutting with a circularsaw, James Hardie
recommends using HardieBlade saw blades.
sr,
iate
-r __...__.I
planks and trim,
then caulk'
NOTE: James Hardie makes no representation orwarranty that use ofa particular cutting As
option will assure yourcompliance with applicable laws and safety requirements. Apply caulk in accordance with 0 t, L E" _- T I O N
Ifyou are unsure which cutting option is bestforyourjobsite, consulta qualified industrial caulk manufacturers' written by JamesHardie
hygienist orsafety professional, or contact you rJames Hardie representative for assistance. application instructions.
GENERAL REQUIREMENTS
- Artisan siding can be installed over braced wood or steel studs, 20 gauge (33 mils) minimum to 16 gauge (54 mils) maximum, spaced a maximum of 24 in o,c, or directly
to minimum 7116 in thick OSB sheathing. See General Fastening Requirements, Irregularities in framing and sheathing can mirror through the finished application. Correct
irregularities before installing siding.
- Information on installing James Hardie products overnon-nailable substrates (ex: gypsum, foam,etc.) can be located in JH Tech Bulletin 19atwww.jameshardiepros,corn
- A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and
junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. HardieWrapO'Weather Barrier, a
non -woven non -perforated housewrap, does comply with building code requirements.
- All flashing and clearance details in figs. 6-18 MUST be followed when installing James HardieO products.
- Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6in. in the first 1 Oft.
- Do not use Artisan lap siding in fascia or trim applications.
- Do not install James Hardie products such that they may remain in contact with standing water,
- Artisan lap siding may be installed on flat vertical wall applications only.
- DO NOT use stain, oil/alkyd based paint, or powder coating on James Hardie products,
- For larger projects, including commercial and multi -family projects, wherethe span of thewall is significantin length, the designerand/or architect should take into
consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin #8 "Expansion
Characteristics of James Hardie Siding Products" at www.lameshardiepros,com.
- James Hardie Building Products provides installation /wind load information for buildings with a maximum mean roof height of 85 feet. For information on installations
above 60 feet, please contact JH technical support.
• Artisan lap butt joints are designed to be installed off stud. Do not nail within 2 in. of tongue and groove at end of planks,
• James Hardie recommends cutting tongue or groove off when butting into trim boards (fig. 18),
-When ending Artisan lap atthe bottom of a windoworatthe topof a wall, a finishing strip similartoa starterstrip maybe necessaryto achieve a properplankangle.Also
when cutting Artisan lap around doors, windows, or other horizontal trim applications, an additional starter strip may be necessary to achieve proper plank angle (fig. 7),
Figure 6 Figure 7 Figure 8 Figure 9
Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding
Figure 10
DecktoWall
Figure 15
Drip Edge
Figure 11
Ground toSiding
Figure 12
Gutter to Siding
Figure 13
Sheltered Areas
Figure 14
Mortar/Masonry
Figure 16 Figure 17 Figure 18
Block Penetration Valley/Shingle Extension Butting to Trim
remove tongueor correct
groove when method
butting trim
ART1701 P2/8 07118
Artisan Lap and Beaded Lap siding require atrim thickness nf11/2infor proper aesthetics (fig 21),
~ When installing Artisan" Accent Trim all clearance & flashing details figs 8through 18must befollowed.
~2'1/2inminimum 10ge. finish nails may be used to attach Artisan Accent Trim to wood frame construction. ET&F or equivalent
fasteners or screws may be used to attach Artisan Accent Trim to steel frame construction.
- Fastening instructions are similarfor all applications. When using finish nails, position nails no closerthan 1/2 in from the edges of
thetrimandform||othorfast*namnoo|nnerthan3/4in. Fasteners mumtbonoo|oaerthan1in.frnmanduoftrimand spaced e
maximum of 16 in o.c. Ensure trim is adequately fastened, Note: James Hardie recommends installing trim boards sothatseams
are not visible from the front facing orstreet curb view (fig.2U).
~ Flashing is required over all horizontal protruding and exposed trim.
Figure20
Figure21
1,5 in thick trim
Board Pre -built corner Site Built Corners Other areas (e.g. window trim,
idth band boards and fasci
4 in I nail every 16 in to attach boardstogether+ 2 nails every 16 in 2 nails every 16 in
2 nails every 16 in each board
6 in I nail every 16 in to attach boards together + 3 nails every 16 in 3 nails every 16 in
3 nails every 16 in each board ;I I
For Corners, Band Boards, Windows, and Door Applications:
Artisan Accent Trim boards can beinstal|edwithPlatTabsandCorner Tabs, which provide concealed fastening. Only Hard leTrim~Fb$and ComerTabscanb*
used with Artisan Accent Trim boards to create a concealed fastening, Fastener spacing will vary based on application. Referto fastanertah|eonpage 5.Refer
to specific sections in these instructions for required fastener spacing by application (window, band board, etc,)
Step1:Attach F|atTobetuthe backside uf the trim using four(4)18 ga . 1/2 in L x 1 A in W narrow crown corrosion resistant staples, equally spaced in one row,
positioned no closer than 1/2 in from trim edges using a pneumatic staple gun, (Figure 22)
Step2: Forwood frame construction, attach thetrim tothe building with minimum 2,
6d siding nails fastened thmuQhthe HardieTrimFlatTabs. ET&Forequkmlentfastenem
may boused toattach the Flat Tabs tosteel frame construction.
Installation ofHardieThmtabs inCoastal Regions:
James Hardie equirmutha stainless steel staples &astenesbeused
when installing MandieThmTabs incoastal regions.
Installation ofHundioThm Tabs over Pressure Treated Lumber:
HardieTrim tabs must motomneindirect cuntacwithACQmCApren mativ*-treatedwood.
Referto the General Fastening section of this document forfurther information,
Figure 22
Min 2 in Fasten 4 staples to the center of the nailing ridge,
1.12 in
nrn Fla
-416 in Cc max
Figura23
Fasten HardieTrim
Flat Tab to minimum
2,
6d siding nails
mRT1701p31807118
When using MandieThmtabs pmhuldoutside corners off the wall:
- Attach HardieTrim CornerTabsto the back side of the trim using eight (8) - 18 ga. 1/2 in Lx 1/4 in W narrow crown corrosion resistant staples using a
pneumatic stapler. Ensure the HardieTrim CornerTabs are fastened tight and straightto the trim boards. (Figure 24)
- Forw4odframe construction, attachthotrim tothehui|ding*ith8dsiding nai|ufantenodthmughthoCom*,Tahu.ET&Forequivalent fasteners maybe
used toattach the Corner Tabs bosteel frame construction. (Figure 25)
~ Attach aHandieThmCorner Tab 1infrom each end and every 20ino.o.
~ TIP: Creating a jig for the workstation is recommended to ensure the corners are fastened securely and straight. (Figure27)
Figure 25 Figure 20 Figuna27
Corner studs Corner Tabs
o.5o*5o _—
woamorout
Siding nail Corner Tab
Artisan Accent Trim boards can also be installed directly to
the building (fig.31)around corners using 2-1/2inlong
minimum 18ga.galvanized finishing nails every 10inu.o.
2-1/2 in Finish nail
For Jig:
Fasten 2m,4m
Der blocks
to a work bench
Amwo oustud
Accent Trim to the timberl blocks
����&� APPLICATION ���� ��0������ ������� �� ������ �����I����*
""^~,,��" " °~~~~"�""~~., FOR ,~..,~~~~,,�' ~~~~~~~~~ _~ OTHER OPENINGS*
Trim the opening prior mthe installation of the siding (Figure 29). FiQuna31 »am'mmntiv«
oamp 1wmgap
Place aF|atTabatthe end m[each trim board and one tab every 10inOC. Flashing neem to be Do notcaulk
tucked under the water between tbe
Attach thetrimboards and Flat Tabs around the opening aoshown in mn/swauameranu over --s-IdTina and
Figures 29and 3O L__—/ munatrauo.
the flashing.
Figure 30
Figuna2S
Side trim pieces go to
Header the window
including theside trim pieces.
*Follow your window/door manufacturers installation instructions for caulking guidance between window/door trim, ART170/P4/8 07118
Aflashing is required over the trim and MardieTrimFlat Tabs. (Figure 34)Terminate ends of the Band Board into Trim or Siding ormiter cut the edges of the trim
at the corners oythe building. Place aMardieThmFlat Tab at the end o[each trim board and one tab every stud atamaximum of1&ino,o,The MerdieThmFlat
Tabs should be attached to thetrimin an alternating pattern to the top and bottom of the band board (Figure 3203). Use 16ga. galvanized 2 in long finish
nails ioensure proper fastening ifneeded,
Figure 32
Fasten 4 staples to the center of the nailing ridge
-HardieTrinn Flat Tabs
Weather -
resistive
barrier
Figure33
FLUSH
Flat and oumorabo
Flat and
ComerTao
Siding nail attaches
Donot under
Only use staples to fasten
tab uothe wall. |
drive nails.
Flat and Corner Tabs
to the trim boards,
APPLICATION
FRAMING MATERIAL
FASTENER
FASTENER
MAX TAB SPACING
TAB IS NAILED INTO
(TAB TO FRAMING)
(TAB TO ARTISAN ACCENT TRIM)
ONCHES ON CENTER)
Wood Stud
(minimurn G=0.42)
One 6d corrosion resistant siding nail installed through center of flange into framing
FLAT TAB
Four 18 go, X 1/2 in long X 1,14 in
wide corrosion resistant crown
16
Minimum APA rated
Two4d ring shan�c_orrosionresistant siding nails equallystraced installed
7/16 in OSB
through flange inteframing
staples, equally spaced in onerow
Minimum 20
One No,8X I in long XO.323 in head diameter screw (corrosion resistant)
gauge steel
installed through flange into framing
Wood Stud
On each flange, Install one 6d corrosion resistant siding nail through flange into framing
(minimum G=0,42)
For each piece of trim, install Four
20
CORNERTAB
Minimum APA rated
Oneachflange, Install two 4d ring shank corrosion resistant siding nails through
18ga.X 1/2 in long X 1/4inwide
7/16 in OSB
I flange into framing
corrosion resistant crown staples,
equally space in two rows
Minimum 20
On each flange, Installone No. 8X I in long XO.323 in head diameter screw (corrosio
gauge steel
resistant) through flange into framing
Wind -Borne Debris Region: Additional fasteners maybe necessarywhen installing tabs in a Wind -Borne Debris Region, please call Technical Services
Figure 36
JOINT PLACEMENT
Artisan Lap and Beaded Lap siding butt joints are designed to be installed off stud. Butt joints must not fall
within 4 inches of a stud,(fig. 38). Do not nail within 2 in, of the end of planks.
JOINT TREATMENT
Install factoryfinished tongue and groove edges together at buttjoi nts using JointFlashing (fig 36)
STARTER STRIP
Install a 1-1/2 in starter strip to ensure a consistent plank angle (fig 5)
FASTENER REQUIREMENTS
Figm"mmr
BLIND NAILING (required)
` I �aterresistive barrier
Wood Framing
-Siding nail (0.88inohankx0.221 in HDx2 1/4in long)
Steel Framing
-Ribbed Bugle Head screw (No.8-18xO.323 in HD x 1 5/8inlong)
GENERAL FASTENING REQUIREMENTS
* As required by local building code
ZMEM
PROPER NAIL PLACEMENT
24 in
nailing line
stud
DONOTUSE
NAIL LINE
water -resistive
AS LAPLINE
barrier
Buttjoints must not
fall within 4 inches
of a St
11/4 in min,
blind nail
overla
barrier
- Use the nailing line provided on the board for proper nail placement.
Faotenersmustbecorroaonesistar¢gaIva nizpd.mstnin|easstee.
Boctm-gaIva nizuUare anoepta blebutmay exhibit prom utumoonnoion
JamouHordinreoommendntheuneofque||ty.hot-dippodge|vanizednaiIs.
JomoaHerdieianot eeponsib|ofor the corrosion muistancmof fasteners.
Stainless steel fasteners are recommended when inoto||ingJames Hardie
prod uctoneorthe uonen.|argebudianofwater, nrinvery humiddimaioo.
Manufacturers of ACQ and CA wood recommend spacer
materials orother physical barriers toprevent direct contact ofACOmCA
preservative -treated wood and aluminum products. Fasteners used toattach
HandieThmTabs \opreservative-treated wood shall beu(hot dipped
zinc -coated galvanized steel nrstainless steel and inaccordance to2810
PNEUMATIC FASTENING
James Hardie products can be hand nailed mfastenedwith aprieumatichool.
Pneumatic fastening iohighly recommended. Set air pressure sothat the
fastener is driven snug with the surface of the siding. Aflush mount attachment
nnthe pneumatic tool |arecommended. This will help control the depth the nail
is driven. If setting the nail depth proves difficult, choose a setting that under
drives the nail, (Drive under driven nails snug with a smooth faced hammer -
Does not apply for installation to steel framing).
- Consult applicable product evaluation or listing for correct fasteners type
and placement toachieve specified design wind loads.
~ NOTE: Published wind loads may not boapplicable tuall areas where Local
Building Codes have vpocifiojuhadicdonConsult James Hardie Technical
Services ifyou are unsure nfapplicable compliance documentation.
~ Drive fasteners perpendicular Losiding and framing.
~ Fastener heads should fit snug against siding (no airspoma>. (fig �A)
~Donot over -drive nail heads urdrive nails atonangle.
~|fnail iocountersunk, fill nail hole and add enail, (fig.B)
~Fmwuodframing, under driven nails should behit flush tuthe plank with a
hammer (For steel framing, remove and replace na||).
~NOTE:Whonevorustructural membariopresent, Artisan lap should be
fastened with even spacing mthostructural member. The tables allowing
d|mcttoO8Bo,plywood should only boused when traditional framing ia
not available.
~Donot use aluminum fasteners, staples, orclipped head nails.
I —A Countersink,
snug
DONOT
DO NOT
CAULKING 8t PAINTING
For best results, use anElastomeric Joint Sealant complying with ASTM C920 Grade NS,Oass 25 or highermaLatex Joint Sealant complying with ASTM C834.
Cau|Nng/Saalammustboapplied inaccordance with the uaulkinQ/suubnmunufactum/ whtt*ninumxtiona,Note:GomecaulNnQmanufacturersdonot allowkmhng.
DO NOT use stain moil/alkyd base paints on James Hardiel� products. Factory -primed James Hardie Products must be painted within 180 days of installation]00%mrylic
topcoats are recommended. Do not paintwhen wet. Forapplication rates, referto paint manufacturer'svpeoificationa.8aok+oling is recommended ifthepaint bsprayed.
CUT EDGE TREATMENT
Caulk, paint mprime all field cut edges, James Hardie touch-up kits are required 0otouch-up Colodquuproducts.
�����P���O��������N������8����� ��8����~KK��:���W�����
~~~~~~~~.~~~~~— .~~~~...,~~_.,~`~. ~~~.~__.~~..,~_� TOUCH-UP ~~�~�,.~.,~.~._
~Care should betaken when handling and cutting James Hardie ColorP|usproducts, During installation, use awet soft cloth ormoft brush to gently
wipe off any residue orconstruction dust left onthe product, then rinse with ugarden hose,
- Touch upnicks, scrapesand nail heads usingthe ColorPI us Technologytouch-up applicator. Touch-up should be used sparingly.
If large areas require touch-up, replace the damaged area with a new piece of siding with ColorPlus Technology.
- Laminate sheet must be removed immediately after installation of each course.
- Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are availablefrom your ColorPlus product dealer.
- Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from Your ColorPlus product dealer.
Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products.
When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoatapplication:
~ Ensure the surface isclean, dry, and free ofany dust, dirt, ormildew.
~ Rephming isnormally not necessary.
~1OOY6acrylic topcoats are recommended.
~DDNOT use stain oroil/alkyd based paints unJames Hardie products.
o Applyfinish coat in accordancewith paint man ufactu re rs'written instructions regarding coverage, application methods, and application temperature.
- DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section.
CARE Ft MAINTENANCE
Recommended maintenance includes, but isnot limited to:
- Washing down the exterior surfaces every 6 to 12 months with a garden hose or low pressure water spray to remove dirt and debris.*
-Re-applying ofexterior finishoa.^
- Maintaining the exterior envelope and connections includingjoints, penetrations, flash ings, and sealants (caulking)that mayprovidea means ofmoisture
entry beyond the exterior cladding,
~ Cleaning out gutters, blocked pipes, and overflows mnrequired.
o Pruning back vegetation that is touching the building, Clearance between the siding and shrubs is recommended.
- Ensuring required external ground clearances and drainage slopes are maintained.
°Refer to your paint manufacturerfor washing and mcoatingrecommendations. ARTI 701p71807n8
High pressure water blast and sandblasting may damage the surface of the fiber cement product. Low pressure water spray, a soft medium bristle (nonmetal)
brush is most suitable for cleaning fiber cement products. Acid washing can damage the fiber cement surface and is not recommended.
Note: If using a pressure washer, care must be taken to ensure that the water stream does not damage the surface of the siding. Damage to siding arising
from improper cleaning or maintenance may not be covered by the James Hardie warranty. Using wide fan tips that are kept a minimum of 6 feet from the
wall and at pressures under 1500 psi will minimize the chance of damaging the siding.
This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over
or under ordering of product.
uoverage iii-ea LeSS Upel Lap Width
5114
71/4
81/4
1 SQ = (11 00sq. ft.) Exposure
4
6
7 Note: Number of 12 ft planks,
1
27
18
15 Includes 5% waste factor.
2
53
35
30
79
5 3
45
4
105
70
60
5
132
88
75
6
158
105
90
7
184
123
105
8
210
140
120
9
237
158
135
10
263
175
150
11
289
193
165
12
315
210
180
13
342
228
195
14
368
245
210
15
394
263
225
16
420
280
240
17
447
298
255
18
473
315
270
19
499
333
285
A WARNING :Thisr)to(jijctcariexpos(,,yo€i to chernoalsincluding resk)irablecrystallinesilic,,i,whi{.h is known"othe state of Cilifornia to causecancer. Formoreinformifion go to
RECOGNITION: In accordancewith OC-ES EvaluatIon Roper, ESR-2290, Artisan,,'�'Iap is recognize as a suitable alternate to that specified in: the 2006, 2009, 2012 & 20 15 International Residential Codefor One and
Two -Family Dwellings, and the 2006, 2009 2012 & 2015 International Building Code, Artisan iari is also recognized for application in the following State of Florida listing Fl-#1 0417, Dade County, Florida NOA No.15-0122.03.02
and T xas Department of Insurance Product Evaluation EC-55. Thesedoew rents shouldalso be consulted fc,,r additional informatio? , concern,ng t; a suitab.lizy of this orocluct for specific appIir,'af0on$' .a M
HardieTrim(c-, boards may b.�' Installed as an equal alternative to corrventional trim permitted for use In: 2006, 2009: 2012 & 2015 intimations' Building Code, Section 1403.1, and the 2006, 21009, 2012 & 2015 International
Residence Code. for One - and Two - Family - Dwellings, Section R703.11.
@ I 2018,lames Hardie Building Products, Inc. All ralits reserved TM, SM and 0
denote trademarks or registered trademarks of James Hardie Technology Limited,
ART1 701 P8/8 07/18
Productwarranties, safetyinformation and additional Installation
information are available atjameshardiepros.coni
Film- :1 ZAMM 0741=1 - MIMMEMMM
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
dProduct Approval b ro USER: Public User
Product Approval Monti > Product or Application search > Application List > Application Detail
FL # FL39780-Rl
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parlsppany, NJ 07054
(800) 766-3411
mstieh@gaf.com
Authorized Signature Michael Stich
mstieh@gaf,corn
Technical Representative Michael Stich
Address/Phone/Email I Campus Drive
Parsippany, NJ 07054
(973) 628-3000
mstieh@gaf.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity Miami -Dade BCCO - EVL
Quality Assurance Entity Miami -Dade BCCO - CER
Quality Assurance Contract Expiration Date 02/21/2027
Validated By Miami -Dade BCCO - VAL
Certificate of Independence
Referenced Standard and Year (of Standard) Standard Year
ASTM D3462 2010
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option C
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
u
01/31/2022
02/07/2022
02/12/2022
FL #
Number or Name
39780A
........ ... . ...
Timberline HD@, Timberlme@
Natural Shadow@, Timberline NS@,
Timberline American@ Harvest@,
Timberline AH(§, Timberline@ HDZ,
Timberline CS& and FortitudeTM
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: No
Impact Resistant: No
Design Pressure. N/A
Other.
Description
......... . . .... .............. .
Fiberglass reinforced asphalt roof shingle with a laminate
profile.
Installation Instructions
FL39780 R1 II 21-1209.01.pjdf
Verified By: Miami -Dade BCCO - EVL
Created by Independent Third Party:
Evaluation Reports
FL39780 R1 AE 21-1209.01,p.df
!Contact Us :: 2,601 Blair Stone Road Tal a assee FL 32399 Phone: 850-487-182 ,
The State of Florida is an AA/EEO employer. _QopyLight 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, -Pursuant to Section 455,275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, ES., please click here .
Product Approval Accepts:
mWondo
MIAMI-DADE COUNTY
MIAMI-
PRODUCT CONTROL SECTION
OEM
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
NvNN-w.mianiidade.2ov/econotiiv
UAF
I Campus Drive'
P-arst nanv.VJ 0705�
0�.,,
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
Z�
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Timberline HD', Timberlineo Natural Shadow®, Timberline® NS, Timberline® American
Harvest', Timberline® AH, Timberline HDZO, Timberline® CS and Fortitude® Shingles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA # 19-0312.04 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 21-1209.01
MIAM 1!�ADE COUNTY Expiration Date: 02/21/27=
Approval Date: 01/06/22
Page 1 of 6
Category:
Roofinc,
Sub -Category:
Asphalt Shingles
Materials:
Laminate
Deck Type:
Wood
This approves GAF Timberline HD®, Timberlineo Natural Shadow"', TimberlinOAS, Timberline American®
Harvest', Timberline" AH, Timberline HDZ', Timberline' CS and Fortitude' Shingles as manufactured by GAF
as described in this Notice of Acceptance.
PRODUCT DESCRIPTION
Product
Dimensions
Test
Product Description
Specifications
GAF Timberline RDe
13 '/4" x 39
TAS 110
Fiberglass reinforced heavy weight asphalt roof
Manufacturing
shingle, with a laminate profile
Locations #1, 2, 3, 4, 5, 6, 7
GAF,rimberlineo Natural
13 '/4" x 39 3/8"
TAS 110
Fiberglass reinforced heavy weight asphalt roof
Shadow' and Timberline' NS
shingle, with a laminate profile
Manufacturing
Locations #1, 2, 3, 4, 5, 6, 7
GAF TimberlineD' American
13 '/4"x 30/8"
TAS 110
Fiberglass reinforced heavy weight asphalt roof
Harvest°
shingle, with a laminate profile
Manufacturing
Locations #2, 4 , 6
GAF Timberline"' AH
13 '/4" x 39 3/8"
TAS 110
Fiberglass reinforced heavy weight asphalt roof
Manufacturing
shingle, with a laminate profile
Locations #2, 4, 6, 9
GAF Timberline HDZ®
13 1/4" x 39 3/8"
TAS 110
Fiberglass reinforced heavy weight asphalt roof
Manufacturing
shingle, with a laminate profile
Locations #1, 2, 3, 4, 5, 6, 7, 8, 9,
10
GAF FortitudO'
13 '/4" x 39 3/8"
TAS 110
Fiberglass reinforced heavy weight asphalt roof
Manufacturing
shingle, with a laminate profile
Location #4
GAF Timberline'—" CS
13 '/4" x 39 3/8"
TAS 110
Fiberglass reinforced heavy weight asphalt roof
Manufacturing
shingle, with a laminate profile
Location #9
NOA No.: 21-1209.01
Expiration Date: 02/21/27
Approval Date: 01/06/22
Page 2 of 6
MANUFACTURING LOCATION
1.
Tampa, FL
2.
Michigan City, IN
3.
Baltimore, MD
4.
Myerstown, PA
5.
Ennis, TX
6.
Tuscaloosa, AL
7.
Dallas, TX
8.
Shafter, CA
9.
Fontana, CA
10.
Minneapolis, MN
Test Agency
Test Identifier
Test Name/Report
Date
Underwriters Laboratories, LLC
ASTM D3462
4788932264
1.2/13/19
ASTM D3462
4788717529
01/31/19
ASTM D3462
4787344101
07/25/16
TAS 107
4789225984
I1/l/19
TAS 107
4788717529
01/31/19
TAS 107
OINK45803
04/13/94
TAS 107
06NK05159
08/09/06
TAS 107
04NK04273
02/20/04
TAS 107
05CA42840
1.1111105
TAS 107
02NK41811
11 / 11 /02
TAS 107
03CA35209
10/17/03
TAS 107
04CA13850
08/30/04
PRI Asphalt Technologies, Inc.
TAS 100
GAF-912-02-01
12/17/18
TAS 100
GAF-044-02-01
01/13/04
TAS 100
GAF-098-02-01
11/08/05
TAS 100
GAF-101-02-01
11 /09/05
TAS 100
GAF-116-02-02
03/23/06
TAS-100
ELK-083-02-01
10/ 16/02
ELK-084-02-01
10/15/02
ELK-085-02-01
10/14/02
ELK-086-02-01
10/24/02
ELK-087-02-01
10/21 /02
ELK-088-02-01
10/16/02
ELK-107-02-01
10/09/03
ELK-108-02-01
10/09/03
ELK-109-02-01
10/09/03
NOA No.: 21-1209.01
MIAP91•C?ADECOUNTY Expiration ]Date: 02/21/27
Approval Date: 01/06/22
Page 3 of 6
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product,
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS It 5.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail'A', attached.
5. Nailing shall be in compliance with Detail U, attached.
Shingles shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing
facility, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product
Control Seal as shown below.
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to property evaluate
the installation of this system.
NOA No.: 21-1209.01
Expiration Date: 02/21/27
Approval Date: 01/06/22
Page 4 of 6
DETAIL A
COURSE LAYOUT
NOA No.: 21-1209.01
Expiration Date: 02/21/27
Approval Date: 01/06/22
Page 5 of 6
OVERALL DIMENSIONS AND NAILING PATTERN
FOR GAF TIMBERLINE HD"�'TimBERLINENATURAL SIIADOW' AND TFBERLINE0
39-3/811
- 14-112" - 17-1/2"
(3M - 445mm)
6-112- - 9-1/2"
(1 66 - 241
Y12 2-TE
14-1/2" - 17-1/2"
368-4 4 5rnm)
6-1/2" - 9-1/2"
ENHANCED NAILING PATTERN - six nails per shingle*
required by some local codes and required for enhanced wind coverage on certain products,
See limited warranty for details.
Nail guide line
5-34'- 6-1/4"
(146mm - 159mm)
from bottom of shingle
Self seal
adhesive
on back
OVERALL DIMENSIONS AND NAILING PATTERN
FOR TIMBERLINE HDZO, TIMBERLINEO CS, TIMBERLINEAH, AND FORTITUDE"�'
6-1,12'- 91Z (165 rum -241 T
. 11T - 2-t,72' (13 rpun - 64 mm)
13-1/4'
(337 mm)
5-1 3,116 -6-1 4"
48 mm -1 -59 111m)
For Mansard Roots
39-3/8" (1 m)
1/2' - 2--V2-' (13 mm - 64
-® TARGET
NAIL ZONE
5-13116'- 7-5' 18'
(148 mm - 194 mm)
NOA No.: 21-1209.01
�MIJAMIOADE:j�CQUNTY a Expiration Date: 02/21/27
Mffiffl Approval Date: 01/06/22
Page 6 of 6
Florida Building Code Online
Page 1 of 2
Comments
Archived Ej
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Authorized Signature
Jay Lathrop
jlathrop@cws.cc
Technical Representative
Jay Lathrop
Address/Phone/Email
1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Quality Assurance Representative
Jay Lathrop
Address/Phone/Email
1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Category
Exterior Doors
Subcategory
Swinging Exterior Door Assemblies
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
__ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Lucas A. Turner
the Evaluation Report
Florida License
PE-58201
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
07/21/2028
Validated By
Steven M. Urich, PE
CI Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL161 R7 COI EvalReport176G.
Standard
ASTM E283
ASTM E330
ASTM E331
Year
2004
2002
2009
Sections from the Code
f 7 _ /l /l l T_ - __. /T---TAT 9 / A - 1 /T 1 /T 1T /T'9rs-- - 9 , 1 11 1 /n !a /'e 9
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/27/2020
08/30/2020
09/18/2020
12/15/2020
FL At
Model, (dumber or Name
Description
161.1
Guardian Hinged Door
Guardian Hinged Door w/Glazed Insert.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL161 R7 II CWS-176G.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +40/-40
Evaluation Reports
Other: Not for use in HVHZ. Primarily used with Screen
FL161 R7 AE EvalReDort176G,odf
Rooms.
Created by Independent Third Party: Yes
161.2
Guardian Hinged Door
Guardian Hinged Door w/Solid Core.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL161 R7 II CWS-242F.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +40/-40
Evaluation Reports
Other: Not for use in HVHZ. Primarily used with Screen
FL161 R7 AE EvaIReport242F.Ddf
Rooms.
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone; 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395. *Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
vga <, ,; WN 99 M
Credit Card
Safe
file:///C:/TJsers/FBCPF,R-1 /AnnData/T,deal/Temn/T,nw/T7ZCOFMC_htm 5/1 1/7.0?.1
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS........1
CONFIGURATIONS ................................2
SECTION VIEWS ................ - ............... 3
BOM & EXTRUSIONS ..............................4
ANCHOR SCHEDULE & NOTES ............. 5
INSTALLATION DETAILS................ ...... 6
PRIME DOOR - NON -IMPACT
(SHOWN WALUM. SINGLE HUNG)
37 1/4" ---1
OVERALL WIDTH
MAX. UNIT SIZE
GENERAL NOTES
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION,
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: OUTSWING, LEFT OR RIGHT HINGED.
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
5, ANCHORAGE: f HE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
;TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT
USED AT ALL FRAME JOINTS.
Lucas Turner
2020.08.21
11:22:35
-05'00'
WINDOW SYSTEMS E
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.Cws'cc
I I A *
UffiezI
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8/18/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trcjrl
Camden, TIN 3832'
PH, 941-380-1574
GENERAL NOTES AND
ELEVATIONS
AIDE
09/08/08
TG _#
_REV.:
CWS-176
G
ALE:
SHEET
1:15
1 OF
WINDOW SYSTEMS
1900 SW 44TH AVE.
'
OCALA, FLORIDA 34474
WWW.CWS.CC
27 3/4"
MAX UNIT WIDTH
1000 ALUM.
23 1/2"
GLASS DLO
GUARDIAN DOOR
NON -IMPACT
z ¢z
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GLASS
GLASS
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No. 58201
�j
-0 STATE OF ai�g
8/1812020
22"
LUCAS A. TURNER, P.E.
GLASS DLO
FL PE # 58201
2428 Old Natchez Trc Trl
SH-3500 (SEE SEPARATE APPROVAL)
Camden, TN 38320
ALL GLAZING DSS TEMPERED MIN.
PH. 941-380-1574
SHEET DESCRlPTON:
DOOR
CONFIGURATIONS
DRAWN BY:
DATE'.
AIDE
09/08/08
DWG#:
CWS-176
G
SCALE:
SHEET
1:10
2 OF 6
15
12
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
INTERIOR gwww.CWs.CC
13
r
1000 ALUM.
0E]
GUARDIAN DOOR
El
NON -IMPACT
37
14
3
14 28
29
10 3
Z
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No, 58201
19
STATE
rri Ott
8/18/2020
16
7
LUCAS A. TURNER, P.E.
FL RE # 58201
5
2428 Old Natchez Trc Tri
-T
Camden, TN 38320
PH. 941-380-1574
-SHEET
-DESCRIPTION
23
SECTION VIEWS
6 (1193)
ALT. THRESHOLD (1186)
ALT. THRESHOLD (1126)
THRESHOLD DESCRIPTION
MAX. POS.DP
DRAWN _BY
DATE
SECTION VIEW A -A
1126 BUMPER THRESHOLD
NONE
AIDE
09/08/08
1186 STANDARD THRESHOLD
140
DWG #:
REV,
11_93 SADDLE THRESHOLD NONE
ITEMS NOT SHOWN FOR CLARITY:
NOTE: INSTALLATION w/1 126 OR 1193 THRESHOLDS ONLY ALLOWED
CWS-176
_sZ_ALE
G
1:2
__SHEET
9, 11, 17-19, 24-26, 31, 36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED.
3 OF 6
OUTSWING
3 1
S-1374 IJAMB,
Z BAR, OUTSWING
ALUM
5
S-1186
THRESHOLD
ALUM
6
S-1193
SADDLE THRESHOLD
ALUM
7
S-1126
BUMPER THRESHOLD
ALUM
8
H-1001
DOOR CORE
ALUM
9
S-1002
CORNER KEY
ALUM
10
P-3008
HINGES
SS
11
P-3376
POP RIVET
ss
12
P-3280
DEADBOLT - 3127-A-Q
SS
13
P-3280
LOCKSET - 3127-A-Q
SS
14
P-3302
WSTP, .330 x .187 FIN, BLACK SOFT TOUCH
15
P-3310
WSTP, .350 x .187 BULB VINYL
16
P-3224
WSTP., THRESHOLD VINYL
17
P-3087
GASKET, DOOR KNOB
FOAM
18
P-3204
GASKET, DEADBOLT
FOAM
19
P-3584
FOAM CORE
23
P-3214,BUGSWEEP
24
P-3539
8 x 3/4, QUAD PAN TEK
STEEL
25
P-3329
FOAM BLOCK, DOORKNOB
FOAM
26—
P-3350
FOAM BLOCK, FILLER
DOOR PLUNGER
SS
29
P-3370
I CYLINDER. DEAD BOLT
ss
6
CORNER KEY - S-1 002
4
DOOR CORE - H-1001
36
OUTER FRAME
ASSEMBLY
11
PANEL FRAME
ASSEMBLY
32 P-3214 IBUGSWEEP PLASTIC 2 3/8"
33 5-IWO ADJUSTABLE SWEEP ALUM 2 3/8' 2 5/8'
34 '�'R STRIKE SS —7
35 P-3368 I DEADBOLT STRIKE SS [Z3/4' 3/4"
—3-6 P-3612 18 x 1-1/4 QUAD PAN W/ 114" LEAD STEEL III--L SX --L
1 13/16" 1/16" 5L 1
37 P-3776 IBACKER PLATE 33
1 1 1/16" 6;
LINE ITEMS NOT
USED: I I
ADJUSTABLE SWEEP S-1300
OUTSWING HEAD S-1377 OUTSWING JAMB S-1 374
NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL. 2 15/16"
LE-1-1 5
1 1/2"
L(w—wF 1/16"
STANDARD THRESHOLD S-1 186
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.
A--�
BUMPER THRESHOLD S-1 126
3 7/16"
T-
13/ 16"
SADDLE THRESHOLD S-1 193
THRESHOLD
DESCRIPTION
MAX. POS. DP
1126
BUMPER THRESHOLD
NONE
WINDOW SYSTEMS L
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.Cws.CC
MuTIT11ma1l
a
A. TU%,
No. 58201
STATE OF
8/18/2020
LUCAS A. TURNER, P.E.
FL RE # 58201
2428 Old Natchez Trc TrI
Camden, TN 38320
PH. 941-380-1574
BOM AND EXTRUSIONS
AIDE
DWG#
CWS-176
NOTE: INSTALLATION w11 126 OR 1193 THRESHOLDS ONLY ALLOWED
-S—CALE.
WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED.
1:2
09/08/08
G
SHEET
4 OF 6
12 3/4" MA>
6" MAX. (Tl
6" MAX. (T`r
17"
MAX. O.C.
(TYP.)
INSTALL ONE #8 ANCHOR THRU
EACH HINGE INTO SUBSTRATE (TYP,
ucsr0
ANCHOR LAYOUT
,IOTE 2
JSTALLATION
NCHOR(TYP.)
INSTALL TWO #8 ANCHORS THRU
STRIKE PLATE AND DEADBOLT STRIKE
PLATE INTO SUBSTRATE(TYP.)
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING
SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED
WOOD MUST BE PROTECTED TO PREVENT REACTION,
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN
THE MINIMUM SPECIFIED IN TABLE 1. SHEET 6.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, 1" FOR WOOD AND METAL.
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE
STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED,
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAPWDMA 250(BOX WINDOWS), FMA/AAMAPWDMA 300(EXTERIOR DOORS)
WINDOW SYSTEMS lS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
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No. 58201
STATE OF
L'Izo tX
8/18/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Td
Camden, TN 38320
PH.941-380-1574
ANCHOR SCHEDULE AND
NOTES
AIDE 09/08/08
JG #: REV,;
CWS-176 G
TLE; SHEET
1:20 5 OF 6
TYPICAL HEAD ANCHORAGE
MIN. EMBEDMENT
SEE TABLE 1
SUBSTRATE BY OTt
SEE TABLE 1
PERIMETER SEALAI
BYINSTALLER
INSTALLATION ANC
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTAL
MIN. EDGE DIST.
SEE TABLE 1
4" MAX. SHIM
INTERIOR
INSTALLATION ANCHOR
SEE TABLE 1 SEAL OR SET IN
CONCRETE OR MASONRY
PERIMETER SEALANT
BYINSTALLER qi
n 6 MIN. EMBEDMENT
SUBSTRATE BY OTHERS -I ( SEE TABLE ?
SEE TABLE 1
I
MIN. EDGE DIST.
SEE TABLE 1
A VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE_
TABLE I: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.0 KSI MIN.)
3/16" ITN TAPCON
1"
1-1/8"
CONCRETE (2.85 KSI MIN.)
3116" ELCO ULTRACON
T.
1"
2XMIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-318"
1/2"
0.045" ALUM. (6063-T5 MIN.) OR
0.045" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING (
DRILLING SCREW
FULL THREAD
THRU 0.045"
1/2"
HINGE AND STRIKE PLATE ANCHORS
2XMIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-318"'
7/8"
MIN. EDGE DIST.
SEE TABLE 1
NTERIOR 1/4" MAX. SHIM
HINGE/STRIKEPLATE
HINGE/STRIKEPLATE
VN1hHD47V1/ SYSTEMS S�—J
1900SW 44THAVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
--
1000 AI -UM.
MIN. EMBEDMENT
MIN. EDGE DISTANCE
GUARDIAN DOOR
SEE TABLE 1
SEE TABLE 1
NON -IMPACT
MIN. EMBEDMENT
¢
z Q z O
HINGE/STRIKE PLATE SCREW
SEE TABLE 1
z
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w�a
SEE TABLE 1
w
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qtn_
Pw�zt-�2=
z
z=2Q�wp0
INSTALLATION ANCHOR
SUBSTRATE BY OTHERS
0
00 U j d p S-
SEE TABLE 1
SEE TABLE 1
o
z- z z r 1) cc
SEALANT BEHIND
PERIMETER SEALANT
z
¢
2z i6��—
1-- , 2 O p "- z
FLANGE BYINSTALLER
BYINSTALLER
<
2 O � O _
Cr��Or�w
( B
HORIZONTAL SECTION
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6
TYPICAL JAMB ANCHORAGE
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na.
- a� a �
Na. 58201
r6
STATE OF
8/18/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Tri
Camden, TN 38320
PH,941-380-1574
INSTALLATION DETAILS
DRAWN BY:
DATE:
ADE
09/08/08
DWG#:
REV.:
NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM
CWS-176
G
ANCHORAGE AS SHOWN IN TABLE 1.
SCALE :
SHEET
1:2
6OF6
Florida Building Code Online
Page I of 2
Comments
Archived
Product Manufacturer
Custom Window Systems Inc.
Address/Phone/Email
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature
Jay Lathrop
jlathrop@cws.cc
Technical Representative
Jay Lathrop
Address/Phone/Email
1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative
Jay Lathrop
Address/Phone/Email
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category
Windows
Subcategory
Single Hung
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
'-� Evaluation Report - Harccopy Received
Florida Engineer or Architect Name who developed Lucas A. Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2028
Validated By Steven M. Urich, PE
dl Validation Checklist - Hardcopy Received
Certificate of Independence fLjZaZZ_E6COI lReport109-.Rdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard
AAMA/WDMA/CSA 101/LS.2/A440
year
2011
I .. I / I - I 1 -I I - / / I , I - - -1 - I - I - I I - - 1- 1 1 1 1 1 1 . I- I I I
Florida Building Code Online
Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 08/24/2020
Date Validated 09/14/2020
Date Pending FBC Approval 09/15/2020
Date Approved 12/15/2020
Summary of Products
I I
FL #
Model, Number or Name
Description
17822,1
SH-610 Vinyl Single Hung, Non-
Max. size 53 1/8" x 76", Fin, Flange, DP 35 PSF, Glass
Impact
complies with ASTM E1300.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17822 R6 II CAS-1099D.pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas Turner, PE FL PE 58201
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +35/-35
Evaluation Reports
Other:
FL17822 P6 AE EvalRenortI099D,odf
Created by Independent Third Party: Yes
Back Ka
Contact U :: 2601 Blair Stone _Road _.Tallahassee _FL 3239_9 fborte. 850-487-L _18 4 The State of Florida is an AA/EEO employer. Copyright 2007:2013 State of Florida.:: Privacy Statement :: Accessibility Statement Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455,275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails, provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
MMMERM
M63rom
httn,-,://www-florl dabi ii] din P - nrp/-nr/nr ann dtl-,g,-,nx?nnram=wCTFVXOwtT)nt?ZO-K6B?YITT 1/4/?O?1
SINGLE HUNG — NON —IMPACT
(SHOWN WIDIFFERENT OPTIONS)
S 3
FLANGE WIDTH
53 i/8"
MAX UNIT WIDTH
GLASS PLO
A
I
i!4'
V4GE
IGI T
p
i
C f
I
]6'
MAX
UNIT
HEIGHT
/
I
I
I
I I
I
A
MXSASH
HEIGHT
4.
I
I
4
X
D
' I
I I
it
TABLE OF CONTENTS
GENERAL NOTES& ELEVATIONS.....1
GLAZING DETAILS.. .............................2
SECTION VIEWS..........................._.....3
EXTRUSIONS & B.O,M...................._...4
ANCHOR SCHEDULE & NOTES__.....5
INSTALLATION DETAILS..................6-7
i
C I
A
47'
GLASS DLO
49 i6)16'
MAX. SASH WIDTH
I B 34 b/16'
GLASS DLO
--s
8
6
6
D
6
F 34 7 GLASSSDLO
i
I
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION-
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: "O/X".
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-Q4e01/09.
5, ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
WOOD ANCHOR CALCULATIONS,
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION,
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM
SEALANT USED AT FIXED MEETING RAIL AND JAMB.
8. SERIES / MODEL DESIGNATION SH-610.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, O = FIXED SASH
111 SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
11. EXTERNAL WEEP SLOT = 114 x 1-1/2" LOCATED 5" FROM BOTH
ENDS,
Lucas Turner
2020.08.21
09:58:09
-05'00'
MAX. UNIT
rSIZE
DESIGN PRESSURE
RATING
IMPACT
RATING
53-118" x 76"
+(- 35 PSF
NONE
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWSOC
z 3 ¢zQ
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W 20Z CL�ZH
Z Zxi¢pp
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:mot No. $8201 �
STATE OF
d "xoaor r yfjd !1 NA411��X��+,
8/1 M020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 ON Natchez Trc Ti
Camden, TN 38320
PH. 941-380-1574
HEET DESCRIPTION.
GENERAL NOTES AND
ELEVATIONS
PAWN BY: DATE:
EMK 06/19115
WGd: REV.:
CWS-1099 D
CALF: SHEET
1:15_.. 1 OF. 7.. _.
NISOW SY$7EMS
1900 SW 44TH AVE.
OCALA, FLORIDA34474
www,cws,cc
610 PVC
SINGLE HUNG
NON -IMPACT
718" OVERALL
7/8' OVERALL
718" OVERALL
7/8' OVERALL
<
'z
7
0
u
0
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1/8' ANNEALED
--5/8" AIRSPACE
—118' ANNEALED
f—QUANEXDQRASEALor,
CARDINALX EDGE.,
RODS ACE 4SG TPS
I.G.SPACER
46 SIKAFLEX 552 OR
1URIE-GLAZEW
StS' GI -ASS SITE
IIW TEMPERED
518' AIRSPACE
—118' TEMPERED
f—QUANEX DURASEAL.,
CARDINAL XL EDGE or,
KODISPACE 48G TPS
I.G.SPACER
SIKAILEX 112 OR
n4S PURFECT GLAZE
518' GLASS SITE
3116' ANNEALED
— I/T AIR SPACE
—3116' ANNEALED
QUANEX OURASEAL or,
CARDINAL M_ EDGECARDINAL
KODISPACE 4SG TPS
I.G. SPACER
SIKAFLEX 552 OR
46 PURE ECT GLAZE 'H'
CLASS ITS
—3116' TEMPERED
— 1/2' AIRSPACE
—3116* TEMPERED
f— QUANEX DURASEAL or,
XL EDGE or
KODISPACE 48G TPsl
I.G. SPACER
PUR11CT G E 'H'
518' GLASS SITE
19
o.58201
GLASS TYPE A
GLASS TYPE B
GLASS TYPE C
GLASS TYPED
8/1812020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old N.L,h- TP, Trl
C.ordl,P, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN 8y
WATE:
EMK
06/19/15
t SETTING BLOCKS PER FBC 2411,3.3.11
CWS-1099
D
CArA
SHEET
2 OF 7
INTERIOR
13 or 42 WINDOW SYSTEMS LLB
1900 SW 44TH AVE.
44 14 4 1 9 32 44 OCALA, FLORIDA 34474
WWW CWs.CC
34 610 PVC
SINGLE HUNG
NON -IMPACT
UMtS
z
z
20? x- iz
<0
36 z
37 10 1 . § E, 10 3w;
o 9'X86<�<TU
SECTION B-B 0 0
NOTE LEFT SIDE SHOWS FIXED SECTION VIEW, z 0 cz '
u.
RIGHT SIDE SHOWS SASH SECTION VIEW. li - w�!� 2 m
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31
8/1812020
17 i 10
32 32 LUCAS A. TURNER, P.E.
SECTION D-D FL PE # 58201
ALT 562 POCKET UNI-FRAME 2428 Old Natchez Tpo TrI
C—IBB, TN 33320
4,1 3 PH, 941-380-1574
25 S SHEET DESCRIPTION
SECTION VIEWS
SECTION A -A SECTION C-C NOTES:
WN BY: DATE
ALTERNATE MEETING RAIL FIN FRAME AVAILABLE FOR BOTH UNI-FRAME EMK 06119/15
AND SLOPE SILL -FRAME AND STANDARD FRAME TYPES. DwG' PRY.
880 BALANCERS AND DEEP POCKET UNI-FRAME CWS-1099 D
(H-6193) REQUIRED FOR LARGER SASHES. SHEET
NOTE ITEMS NOT SHOWN FOR CLARITY: 38-41 1:2 3 OF 7
ITEM T PART DESCRIPTION MATERIAL 3 71W lir ----------- FRAME CORNER CONSTRUCTION (L-�UZW
I H-6125 --LvC 16'
2 H-6125 �IAMIII, OUTEIFIAMI PVC WINDOW SMEMS
EVE 1900 SW 44TH AVE-
H-6132 SASH SIDE RAIL ED, '21116* 2 318' tqO .. OCALA, FLORIDA 3"74
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5 H-6136 ISASH BOTTOM RAIL ---EV—C L HEINE. SRHD
6 H-6137 FIXED MEETI p 006
1 AIL EVE
NG RAIL. --LV—C 3 9116' 3 718'
7 H-6
OF I CORNER WELD (ALL SIDES) 610 PVC
38 SASH
0
8 S-6141-tGAWITNOPBREAD PVC 114
9 5-6142 SASH STOPPVC SINGLE HUNG
NON -IMPACT
WSTP, LONBULB VINYL PVC FRAME HEAD & JAMB
WSTP, QLON BULB VINYL H-6125 PVC FRAME SILL
H-61 26 INTERLOCK <
13 BALANCERS - CONSTANT FORCE RT 562 NYLON 51 S-2001 '� �
z
S116
-14 P-5392 SASH TILT LATCH C-'
NYLON -z
MEETIN
—1-5 75393 PIVOTCARRIER
SCREEN ADAPTOR PVC L
-T6 -5396 PIVOT BAR Ss I D �1'p' z Q RAIL C)
— _73515 lo SCREWED TOGETHER WITH
#8�58PHILFLATWHITESMS STEEL I G u .', .
177 .074' UTERFRAM, z-�-'zQ
18 P-4146 PVC GLAZING BEAD i:a oo'�-Du
19 P'5615 S_61 PVC SASH STOP PVC SCREEN ADAPTOR < Fz
SETTING
BLOCK
RUBBER 41 3-6138 S-6143 0
20 5,2001 INTERLOCK RAIL ALUM < z
21 1 S-2006 REINF, SASH SIDE RAIL. HD ALUM 2 ia
2 118— 00.
22 5,2007 R§ OM RAIL 71_�
REINF,
BOTTOM —AL—um 2'
.; I OR wo i W-.
23 5-2008 R N FMR . . ..... ............ ..... ALUM C T'O
jl� I T 1 5
24 S-2009 REINF TOP _RAIL ALUM 7116 1
26 P-5388 LOCKS NYLON 1116, 27
_5389 KEEPERS NYLON
28 P-4779 WEEP COVER _NYLON PVC SIDE RAIL PVC SASH STM RAIL PVC SASH FMR PVC SASH TOP RAIL
31 LIKA FLEX SS2 OR PU�FECT GLAZE I-P SIUCONE H-6132 H_6136 H-6137 H-6138
32 P-330S WSTP., .270X 187,SOFTTOUCH FIN
P�".S 33 P,5425_��ITI,,IOIXII�"XII�"IISTPWG 34 HOLE' NYLON
35 GLASS LEESHEET2
36— P 4-638 STEEL "ATF DIF A-�
37 P-3218 SCREEN FRAME ALUMPVC SCREEN RETAINER
38 P-4754 SCREEN CORNER KEY --NYLON REINF. BTM RAIL REINF. FMR REINF. TOP RAIL S_62 1 7
39 F-322 8 SCREEN SPLINE S-2007 S-2008 S-2009
jO P-3029 SCREEN LIFTS 3 7116'
41 P-3033 SCREEN SPRINGS 8/1812020
43 H-6157 HD FIXED MEETING RAIL 44
44 H- 1 UNI-FRAME 880 BALANCERS 2 1/16' E, 2118, LUCAS A. TURNER, P.E.
42 BALANCERS- CONSTANTFORCE RT 880
3t1
PV PVC 45 H-21Y5 REINF HD FMR AALUCM -111 �713/1s•�
13116, FL PE # 58201
PVC 3E 1 2428 Old Natchez T,c Td
46 JN -11A L E1.1N ERT C—deiT TN 38320
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4� 1 1-B12121 N NCI`E IS PVC PH, 941-380-1574
PVC SILL POCKET INSERT PVC HD FMR REINF. HD FLAIR
S-6239 H-6157 H-2115
6005A-T5 DOM AND EXTRUSIONS
PVC FRAME oRnwn.1DATE:
H-6193 EMK 06/19/15
—01 REV.
:
D
LINE ITEMS NOT USEp:
---SIIET
25, 29-30NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-TS UNLESS OTHERWISE NOTED. 1:2 40F7
ANCH
6' MA
6' MA.
IN
ANCHOR LAYOUT - (FLANGE)
INO SILL ANCHORS RE—REDI
4' MAX.
NOTE 2 4' MAX.
8'
MAX. C
(TYT)
ANCHOR LAYOUT - {PINT
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN IM6" IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT REACTION.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1, SHEET 6.
6, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1 X BUCKS ARE
OPTIONAL.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL,
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS)
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
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REST DESCRIPTXDN:
vNCHOR SCHEDULE AND
NOTES
RAWN BY: DATE:
EMK 06/19/15
WG#: REV.:
CWS-1099 D
DAB' SHEET
1:25 5OF7
SUBSTRATE BY
SEE TABLE 1
PERIMETER SEA
BYINSTALLER
INSIDE AND OUT
SEALANT BEHINi.
FLANGE BY INST
INSTALLATION A... _.. _..
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
MIN. EMBEDMENT
SUBSTRATE
SEE TABLE 1
BY OTHERS
1/44R��RDAETER
SEE TABLE 1
�I[
MIN. EDGE
DIST.
SEE TABLE 1
INSTALLATION ANSEE
TABLE 1
SEALANT
STALLER
E AND OUT
ANT BEHIND
FLANGE BY INSTALLER
g HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
CONTINUOUS DEL V F BEAD OF SEALANT
AROUND PERIMETER'@) ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
BYINSTALLER
FLALANTBENSTINDLLER
FLANGE BY INSTA
P I_IL.(-
PERIMETER SEALANT
1/4' MAX SHIM
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE i
VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
&
NO SILL ANCHORS REQUIRED
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST,
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1"
1-1/8"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" IPV TAPCON
1"
T
FLANGE
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1"
1"
FLANGE
GROUT -FILLED CMU (ASTM C-90)
3116" ELCO ULTRACON
1-114"
2-1/2"
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
EMS, ITW TAPCON
OR ELCO ULTRACON
1-3/8"
718"
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-318"
7(8"
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEX OR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7/y6"
FLANGE
i18" ALUM. (6063-TS MIN.) OR
y18" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125"
7111"
FIN
2XMIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-172"
112"
NOTE: SLOPE SILL FRAME OPTION NOT SHOWN
wlNDOW kglbsrsr e
MIN. EDGE DIST.
SEETABLET
SUBSTRATE
BEE TABLE
SW44TH AVE.
SEE TABLEI
OCA 3
1/4" MAX SHIM
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6 BOX FRAME INSTALLATION
SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
- MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
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PH. 941380-1574 -
INSTALLATION DETAILS
ixnW .Y: DAr:
EMK 06/19/15
WGu: REV:
CWS-1099 D
°A[ff SHEET
1:2 60F7
1 518' MIN. EMBEDMENT —
JN'MAXSHIM---,
MAX 'HIM
I- IN .1.. DIE,
TYPICAL HEAD ANCHORAGE
INSTALLATION ANCHOR
'OR
N
3116' ELCO ULTRACON
V MIN, EDGE DIST.
CONCRETE
CONTINUOUS DEL 1/4'BEAD OF
US TRATE BY OTHERS
SUBSTRATE
SEALANT AROUND PERIMETER
SEE TABLE 1, BHT 6
I>
AT ALL INDICATED POINTS BETWEEN
INSTALLER
THE FRAME AND SUBSTRATE By INSTALLER
1 5/8' MIN. EMBEDMENT
PERIMETER SEALANT
B
SEALANT BEHIND FLANGE
BYINSTALLER
INSIDE AND OUT
a
BYINSTALLER
SEALANT BEHIND FLAN4GE114'
MAX SHIM
PERIMETER SEALANT SYINSTALLER—
SOLID CONCRETE
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1, BUT E
HOPI 'ONTA.L SECTION
INSTALLATION ANCHIC,
IN,
TYPICAL JAMB ANCHORAGE
16' ELCO ULTRACON
CONTINUOUS DEL 114* BEAD OF SEALANT
AROUND PERIMETER @ ALL INDICATED
POINTS BETWEEN THE FRAME AND SUBSTRATE
BYINSTALLER
114'MAX SHIM_
SEALANT BEHIND FLANGE �U
BYINSTALLER
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
a 1/4' MAX SHIM
EXTERIOR FINISH
BY OTHERS
SOLID CONCRETE
OTHERLISS
SUBSTRATE BY
SEE TABLE 1, SHT 6
E VERTICAL SECTION
7 TYPICAL SILL ANCHORAGE
NO SILL ANCHORS REQUIRED
NOTE SLOPE SILL FRAME OPTION NOT SHOWN
INSTALLATION ANCHOR
3116' ELCO ULTRACON
CONTINUOUS DSL 1W BEAD OF
SEALANT AROUND PERIMETER
AT ALL INDICATED POINTS BETWEEN
THE FRAME AND SUBSTRATE BY INSTALLER
I- MIN, EDGE GIST.
1' MIN. EDGE DIST.
1900 SW 44TH AVE,
OCALA, FLORIDA 34474
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SEALANT BEHIND FLANGE
SUBSTRATE BY OTHERS
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BYINSTALLER
SEE TABLE 1, BHT 6
Camden, TN 38320
PERIMETER SEALANT BY INSTALLER
WOOD SUPPORT BY OTHERS
PH. 941 -380-1574
INSIDE AND OUT
SHEET DESCRIFT—ION,
INSTALLATION DETAILS
G'� HORIZONTAL SECTION
POURED WALL
I, �7C TYPICAL JAMB ANCHORAGE WOOD SUPPORTS
HEAD AND SILL SIMILAR (NO SILL ANCHORS)
— DATE.
ORA"'Y
EMIl
� 06/19/15
.wG
REV.:
NOTE: INSTALLATION ON THIS SHEET ARE FOR SOLID POURED WALLS USED
cWS-109
Z-1
D
I SPECIFICALLY IN THE VILLAGES, FL. OR FOR SIMILAR SOLID POURED
�71
SHEET
WALL INSTALLATIONS
7 OF 7
General Notes
A. CONCRETE & FOUNDATION RESIGN:
L ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 I/2" NOMINAL THICKNESS.
3. 3000 PSI FIBER -MESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACT AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME
STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE
SOIL FOR WOOD DEST ROYING ORGANISMS.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, 93 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM_ THICKNESS.
7, SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE L- ASTM C 150).
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING +/- 1 % - ASTM C 260.
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR.
2.ALL MORTAR SHALL BE OF TYPE M OR S.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
C. ALUMINUM:
I . ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN° OR "PART I-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE, 7TH
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING #12 SPACING MAY BE 24" ON CENTER,
6. VINYL AND ACRYLIC; PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED,
D. FASTENERS:
i. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3, ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL.
4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
S. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER.
7. R RLI, EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED,
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS,
9, ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
G-185.
11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE.
5. SCREENING MATERIAL SHALL BE 1.8X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
OTHERWISE,
6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL
T ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT
CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105, (a)
THROUGH (a)(2)(iv), SO THAT THE DISTANCE TO EXIT DIRECTLY
OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35', AND, SO THAT
TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED. A CARPORT
OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. NON -HABITABLE
SUNROOMS OR HABITABLE LIVING SPACE, MAY BE ADDED WHERE AN EXIT
DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS
THE REQUIREMENTS OF HUD 3280.105.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300
ASCE 7 -16
AA AS 5L f$ FN LUIIHc1I�iv(F TA 1B "'`r I/ .rU K4G
ASTM
ASTM ES FLORIDA B`U DING r . "
ASTM T�f �}s A 4� i
ASTM 6 i` f
ASTM � I s € °.o� :' r.�:. 4. ..._...
ASTM JI��ANCE�- ,
ASTM A28
FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23)
7TH EDITION
CURRENT ALUMINUM DESIGN MANUAI,
ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
1. TYP -- TYPICAL
2. SIM --SIMILAR
3. DON --UNLESS OTHERW -4.6oE t KW &
4. CONT--CONTINUOUS
S. VIF--VERIFY IN FIELD ( 6 f' -I-- r1
RESPONSIBILITY: DLAN
L ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING/
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR,
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER.
S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME
WITHOUT A MANUFACTURERS HOST BEAM,
IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT
SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL
LOADING IS PLACED ON THE MANUFACTURED HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FBC 7TH EDITION
R4501.17.1 IN ITS ENTIRETY.
s. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE I'D CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH
NOMINAL DESIGN WIND SPEED Vasd: 101 MPH
2. RISK CATEGORY: I
3. WIND EXPOSURE: B
4. INTERNAL COEFFICIENT:
SUNROOM (ENCLOSED STRUCTURE): +/- 0.18
5. WIND LOADS:
FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
SOLID ROOF (MWFRS): 20 PSF
COMPONENT & CLADDING PRESSURES:
ROOF ZONE 1: 12.4/-48.4 PSF
WALLS ZONE 4: 30.4/-33.0 PSF, ZONE 5: 30.4/40.7 PSF
6. FOUNDATIONS PER "A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL.
7. SOLID ROOF TYPE: T X48" COMPOSITE PANELS, FL 7561 OR EQUIV.
2 x 2:---------------------------------------2" x 2" x 0.044„
3 x 2:---------------------------------------3" x 2" x 0.050"
2 x 3:---------------------------------------2" x 3" x 0.050„
2 x 3:---------------------------------------2" x 3" x 0.070"
2 x 4:---------------------------------------2" x 4" x 0.050„
2 x 5:---------------------------------------2" x 5" x 0.G50°
3 x 3:---------------------------------------3 x 3" x 0.072"
3 x 3:---------------------------------------3 x 3" x 0.093„
3 x 3:---------------------------------------3 x 3" x 0.125„
4 x 4:---------------------------------------4 x 4" x 0.125„
OPEN BACK SECTIONS
1 x 2:---------------------------------------- 1" x 2" x 0.040„
1 x 3:----------------------------------------1" x 3" x 0.045"
2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045"
2 x 3 Snap:---------------------------------2" x 3" x 0,050"
2 x 4 Snap:--------------------------------- 2" x 4" x 0.045'
.6 ■ li ' i s
2 x 4 SMB:----------------------
2" x 4" x 0.044" x 0.100"
2 x 5 SMB:----------------------
2" x 5" x 0.050" x 0.118"
2 x 6 SMB:----------------------
2" x 6" x 0.050" x 0.120"
2 x 7 SMB:----------------------
2" x 7" x 0.057" x 0.120"
2 x 8 SMB:----------------------
2" x 8" x 0.072" x 0,224"
2 x 9 SMB:----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB:-------------------
2" x 10" x 0.092" x 0.374"
INDEX:
S-1 GENERAL NOTES
S-2 PLANS AND ELEVATIONS
S-3 SUNROOM DETAILS
S-4 SUNROOM DETAILS
I HEREBY CERZjkYVftI4hfl1 I144yy REV
IEWED
THIS PLA B7$
COMPAE ANDp 7TH F s
S ING EDIT R" I'J°E dT2�%s4¢°4b EXj°T
BU.
°
�s
U S
7"I" 111 11 w,10
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David
• #.
Thomas!; P.E.
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, Fl. 33542
Phone:(813)838-0735
Email: erb@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #29054
I DATE: 10/12/2022 1
INNEFORULWA �tTt1111�1�'.
� i ► _: 1/ lid %. r � Ii � i�
JONES
37417 TEABERRY LOOP
WEDGEWOOD MANOR
ZEPHYRHILLS, FL. 33542
CONTRACTOR:
SUNSTATE ALUMINUM
GENERAL NOTES
EXISTING�/
HOUSE OVERHANG
EXISTING PROPOSED
HOME LEDGER BOARD (WOOD OR ALUMINUM)
TO RUN ALONG RAKE OF COMPOSITE
ROOF, UP AND DOWN, BOTH SIDES
�0
Ji
2A013 Q
2k3
X
X
- 3 2, x
2,3.
Q+1
1 2' -11" L 31-111i
V 12'
PROPOSED
3" X.024" COMPOSITE
PANEL ROOF W/ SHINGLES
FL 7561 OR EQUIV.
4" CONCRETE SLAB
W/ 12"X 18" FOOTER
PROPOSED
SUNROOM CAT III
2X6 SMB RIDGE
PROPOSED
SINGLE
-HUNG PROPOSED
GLASS WINDOW HARDIE-PLANK
TYPICAL SIDING, TYPICAL
PROPOSED
PROPOSED
SINGLE -HUNG
3" X.024" COMPOSITE
GLASS WINDOW
[TYPICAL
PANEL ROOF W/ SHINGLES
I
2X3
FL 7561 OR EQUIV.
2X3
2X3
2X3
EXISTING
F _2X3
2X3
_2X3
2X3
0)
HOME
1
0
0
C� co
EXIST.
HOME
x
X U')
�0
�o
x
x
M
---------- ---
---------- ---
�/
rx_1/
Cj
r
x x
C'j
x
-x
co
L_J
2X3
2X3
2X3
2X3
2X3
2X3
/IX3
IX3
1X3
1X3
- --
— — — — —
— — — —
GRADE
—GRADE
PROPOSED
4'CONCR7-TESLAB
/12'X1j'FOOTERj
t
3'-6"
3'
T-
HARDIE-PLANK
SIDING KICK PLATE
3'-1" 2
T-l"
10,
TYPICAL
12'
SIDE
ELEVATION
REAR ELEVATION
NOTES:
1. WINDOWS AND DOORS TO BE INSTALLED
PER MANUFACTURER'S SPECIFICATIONS.
2. WINDOWS AND DOORS ARE NON -IMPACT.
3. ALL SEAMS OF SUNROOM TO BE SEALED WITH
SILICONE CAULKING,
ISYMBOLLEGEND
I (DI TEMPERED GLASS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ��3qWrlp NDFBC7TH
EDITION RESIDIkN'�N
BUILDING
LO
Sind 41-
'0111111111W0
PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER: 38654
Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER: 70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER: 77605
FBC Plans & Engineering
Services, Inc.
5344 9th St.
Zephyrhills, Fl. 33542
Phone: (813)838-0735
Email: erb@fbcplans.com
Website: www.fbcplans.com
C.O.A. - #290S4
DATE: 10/12/2022
DRAWN BY: DENNIS W. DUNN
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
JOB # 22 1007 083
JOB NAME & ADDRESS:
JONES
37417 TEABERRY LOOP
WEDGEWOOD MANOR
ZEPHYRHILLS, FL. 33542
CONTRACTOR:
SUNSTATE ALUMINUM
PLANS AND ELEVATIONS
S-2
#10 TEK SCREW AND 1-1/4" O
#10 TEK SCREW AND 1-1/4"0
1 HEREBY CERTIFY THAT I HAVE REVIEWED
NEOPRENE
WASHER AT 8" D.C. (USE
COMPOSITE NEOPRENE WASHER AT 8" D.C. (USE COMPOSITE
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITHAL 7-16 AND FBC 7TH
FASTEN COMPOSITE PANEL TO
ALUMINUM RIDGE CAP
SCREW LENGTH
EQUAL TO COMPOSITE
PANEL ROOF SCREW LENGTH EQUAL TO COMPOSITE PANEL ROOF
EDITION R,�SlpENTIAL AND EXISTING
BEAM W/ #10 TEK SCREW AND 1-1/4"0
FLASHING FASTENED TO
PANEL
THICKNESS PLUS 1" MIN.)
PANEL THICKNESS PLUS 1 MIN.)
BU��QW 1 11111,//
NEOPRENE WASHER AT 8" D.C. (USE
COMPOSITE PANEL W/ #8 X 3/4"
()ST
SCREW LENGTH EQUAL TO COMPOSITE
TEK SCREW AT 12" O.C. PANEL THICKNESS PLUS 1" MIN.)
/Z
S
CE OOF Co""OS/TFRoop
CO�A?OSi
2X3 PATIO
2X3 PATIO
0 0 EDGE / END BEAM
EDGE / END BEAM
0,
2X6 SMB (3) 3/8" THRU BOLTS,
2X3 UPRIGHT 2" X 2" X 0.125" ANGLE
11
140
FL
RIDGE BEAM WASHERS, AND NUTS,
CORROSION RESISTANT
W1 (3) #10 X 3/4" TEK SCREW
EACH LEG, EACH SIDE OF UPRIGHT
�pl °e® x,
rrrrr
(4)
#10 X 4"TEK SCREW
ALUMINUM POST
INTO SCREW BOSS 2X3 OR 3X3 UPRIGHT
L—Av�
W"IMWI, ENGINEER SEAL
PER PLAN
ENGINEER OF RECORD
COMPOSITE PANEL ROOF, UPRIGHT, AND COMPOSITE PANEL ROOF, UPRIGHT, AND
COMPOSITE PANEL ROOF, BEAM
EDGE END BEAM CONNECTION
DETAIL EDGE / END BEAM CONNECTION DETAIL E
David W. Smith P.E.
AND POST CONNECTIONS AT RIDGE
OPTION (INTERNAL)
OPTION (EXTERNAL)
FLORIDA LICENSE NUMBER: 53608
F—
Thomas L. Hanson P.E.
RIDGE BEAM TO LEDGER
EXISTING
BOARD PER'BEAM TO ALUMINUM' OR
FLORIDA LICENSE NUMBER: 38654
WOOD FRAME HOME
[ATTACH
'BEAM TO WOOD' CONNECTION DETAILS
Ian 1. Foster P.E.
ATTACH SHINGLES TO COMPOSITE ROOF WITH
FLORIDA LICENSE NUMBER: 93654
LEDGER BOARD (WOOD OR ALUM.)
— — — — — — — — -
PL 2000 PREMIUM ADHESIVE OR EQUIV. AND
ATTACH TO WOOD WALL W1 (2) 1/4"0
RIDGE BEAM
PROVIDE (2) 3/8" TO 1/2" THICK CONTINUOUS
E
Joel Falardeau P.E.
LAG SCREWS AT EACH STUD 16" D.C.
PER PLAN
ADHESIVE LINES PER SHINGLE SPACED 4%6" APART.
W/ 2-1/2" EMBEDMENT MIN.—\
— — — — — — — —
ASPHALT -OR-
FLORIDA LICENSE NUMBER: 70667
SHINGLE ADHESIVE MEMBRANE APPLIED TO METAL, SHINGLES
COMPOSITE PANEL ATTACHED
SCREWED OR NAILED THROUGH MEMBRANE PER NOTE.
Erik Stuart RE,
TO HEADER CHANNEL W/ #10 X 3/4"
TEK SCREW AND 1"0 NEOPRENE—\—
COMPOSITE
STANDARD ROOFING NAIL
FLORIDA LICENSE NUMBER: 77605
WASHER AT 8" D.C. TOP AND BOTTOM
PANEL ROOF
OR WAFER HEAD SCREW
(6 PER SHINGLE)
FBC Plans & Engineering
APPLY FLASHING AT WALL AND ATTACH
COMPOSITE PANEL ROOF
Services, Inc.
TO COMPOSITE PANEL W1 #8 X 3/4" TEK
SCREW AT 12" D.C. CAULK ALL SEAMS
5344 9th St.
OR STRIP SEALANT BETWEEN WALL
Zephyrhills, Fl. 33542
AND HEADER CHANNEL
NOTES:
Phone: (813)838-0735
1. FOR STARTER ROWS, ADHESIVE LINE SHALL
Email: erb@fbcplans.com
FASTEN HEADER CHANNEL
0.060" MIN.
BE PLACED WITHIN V OF PANEL EDGE.
Website: www.fbcplans.com
TO WOOD WALL WITH 1/4"0 LAG
HEADER CHANNEL
2. ASPHALT SHINGLES ADDED FOR AESTHETIC PURPOSES.
C.O.A. - #29054
SCREW AT EACH STUD 16" O.C.
W/ 2-112" EMBEDMENT MIN,
SCREEN ROOM
SHINGLE DETAIL
DATE: 10/12/2022
COMPOSITE PANEL ROOF, RIDGE
BEAM AND LEDGER BOARD
DRAWN BY: DENNIS W. DUNN
CONNECTIONS TO HOST
WOOD WALL
REVISION:
DATE:
RO 1
R02
4I
I 2" X 2" X 0.125" ANGLE
(0 GRADE
(3) 912 X 3/4" TEK SCREW
(2) 3/8"O MACHINE BOLTS, ALUMINUM 3X3 POST
RO 3
CONCRETE
2X3
FASTENING UPRIGHT TO ANGLE
NUTS AND WASHERS OR
(4) #14 X 3/4� TEK SCREWS EACH SIDE INTERNAL BASE
RO 4
1��
BELOW GRADE
UPRIGHT 0 0
(TYPICAL EACH SIDE)
OPTION I
JOB# 22 1007 083
(2) #5 REBAR CONTINUOUS,
IX3 O.B.BASE MEMBER
EXTERNAL BASE
11 GAINTERNAL ALUMINUM BASE
OPTION 2 .
"12 25" MIN. OVERLAP ALL JOINTS,
(TYPICAL EACH SIDE)
PREDRILL VERTICAL FLANGES
JOB NAME & ADDRESS:
ON 3" HIGH CHAIRS
TYPE 11 MONOLITHIC SLAB
p
(1) 3/8" 0 CONCRETE SCREW
2" X 2" X.125" ANGLES EXTERNAL
OR EQUIVALENT POST BASE (4) 1/4"0 CONCRETE ANCHORS
JONES
MODERATE SLOPE FOOTING
ANCHOR INTO ANGLE AND O.B.
W/ 3" EMBEDMENT, 3" MIN. EDGE
37417 TEABERRY LOOP
SLOPE: 2": 12" - 3": 12"
INTO CONCRETE AS SHOWN OR
(2) 3/8"0 CONCRETE ANCHORS PER DISTANCE AND 2" MIN. SPACING
THRU ANGLE INTO CONCRETE AND
EXTERNAL FLANGE WITH 2" D.C. SPACING,
WEDGEWOOD MANOR
TYPE 11 MONOLITHIC SLAB FOOTING
3" (MIN.)
1/4"0 CONCRETE SCREW ANCHOR
THRU O.B. 6" FROM ENDS AND
2-3/4" MIN. EMBEDMENT AND 3" MIN.
CONCRETE EDGE DISTANCE
ZEPHYRHILLS, FL. 33542
NOTES FOR ALL FOUNDATION TYPES:
24" D.C. BETWEEN UPRIGHTS.
CONCRETE,,*
CONTRACTOR:
1. THE FOUNDATIONS SHOWN ARE BASED ON A
MIN. EMBEDMENT SHALL BE 2-3/4"
MINIMUM SOIL BEARING PRESSURE OF 1500 PSF.
AND 3" EDGE DISTANCE MIN.
.
SUNSTATE ALUMINUM
2. THE SLAB / FOUNDATION MUST BE CLEARED OF
(TYPICAL EACH SIDE)
ALL DEBRIS, AND COMPACTED PRIOR TO POURING
3X3 POST CONNECTION TO CONCRETE DETAIL
OF ANY CONCRETE.
2X3 UPRIGHT W/ 1X3 O.B. MEMBER
SUNROOM DETAILS
3. CONCRETE SHALL MEET THE SPECIFICATIONS
CONCRETE BASE CONNECTION
IN THE S-1 GENERAL NOTES PAGE.
- S3
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
1/4" STRUCTURAL GRADE THERMO-PLY
ATTACH RECEIVING CHANNEL COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
z SHEATHING OR.024 MIN. ALUMINUM W/ #10 X 3/4" TEK SCREW AT 12" O.C. BUILDING VA1IHIIjf,,
COIL FASTENED TO ALUMINUM FRAMING 0.062" MIN, RECEIVING CHANNEL
W1 #10 X 3/4" TEK SCREW AT 8" O.C. COVER OS ER
0.062" MIN, RECEIVING w (OPTIONAL AT TOP OR BOTTOM OF POST) ........
a- WITH HARDIE-PLAMK SIDING PER MFGR'S SPECS.
CHANNEL TOP AND E
FASTEN EACH POST TO RECEIVING Jr -
BOTTOM OF POST
2X ALUM PER PLAN CHANNEL W1 (2) #10 X 3/4" TEK
D . SCREWS, BOTH SIDES
ExIS7- PAv
0 a
LJ
0.062" MIN. ANGLE !..I 2X PER PLAN JK
ATTACH RECEIVING W/ (2) #10 X 3/4" TEK SCREWS
CHANNEL W/ #10 X 3PER FLANGE EACH SIDE3/4"
TEK SCREW AT 12" O.C. TOP AND BOTTOM OF POST 2X ALUMINUM ---- ,
1 1/4" STRUCTURAL GRADE THERMO-PLY /0 F L
`1�2X ALUM. POST AT 16" D.C. POST AT 16" D.C. SHEATHING OR.024" MIN. ALUMINUM
FASTEN TOP AND BOTTOM
TYPICAL
OF EACH POST TO RECEIVING 1 X 0. B. PER PLAN COIL FASTENED TO ALUMINUM FRAMING rts's 10
MIN. ANGLE W1 #10 X 3/4" TEK SCREW AT 8" O.C. COVER PR�/ftWjqqA4 M0 EER SEAL
CHANNEL W/ (2) #10 X 3/4" 0.062" MIN. ANGLE
TEK SCREWS, BOTH SIDES W/ (2) #10 X 3W TEK WITH HARDIE-PLANK SIDING PER MFGR'S SPECS.
CONCRETE CONCRETE SCREWS PER FLANGE ENGINEER OF RECORD
EACH SIDE OF POST (OPTIONAL AT TOP OR D PER PLAN E David W. Smith P.E.
RECEIVING CHANNEL ANGLE BOTTOM OF POST) FLORIDA LICENSE NUMBER: 53608
OPTION OPTION ABOVE
BELOW WINDOWS Thomas L. Hanson P.E.
WINDOWS ALUMINUM INFILL FRAMING FLORIDA LICENSE NUMBER: 38654
AND VINYL SIDING DETAIL Ian J. Foster P.E.
FLORIDA LICENSE NUMBER: 93654
FASTEN SMB TO RECEIVING Joel Falardeau P.E.
CHANNEL W/ #10 X 3/4" TEK SCREW EXISTING WOOD FLORIDA LICENSE NUMBER: 70667
(1 PER INCH OF BEAM HEIGHT) — — — — — — — — — — — — FRAME WALL
STAGGERED, BOTH SIDES 2X EDGE / END BEAM 00 Erik Stuart P.E.
1 0' FLORIDA LICENSE NUMBER: 77605
E2X EDGE I END
PER PLAN 0
77710WO LAG SCREW
O�— W/ 1-1/2" EMBEDMENT FBC Plans & Engineering
2XSMB PER PLAN MIN. 6" FROM TOP AND
o 2" X 2" X 1/8" X'BEAM DEPTH' BOTTOM AND 24" O.C. Services, Inc.
0 I-D< L
z _j RECEIVING CHANNEL can 5344 9th St
0i 5� CL W/ (1) 1/4" LAG SCREW Zephyrhills, Fl. 33542
Uj
W/ 1-1/2" EMBEDMENT MIN. Phone: (813)838-0735
062 MIN. RECEIVING CHANNEL < a- INTO WALL W1 (4) #10 X 3/4" TEK In Email: erb@fbcplans.com
j I 1X OR 2X
FASTENED TO POST W/ #10 X 3/4" TEK SCREW EACH SIDE INTO BEAM J PER PLAN Website: wv,,w.fbcplans.com
SCREW (1 PER INCH OF BEAM C.O.A. - #29054
HEIGHT) STAGGERED EDGE / END BEAM TO HOST STRUCTURE DETAIL
BEAM TO ALUMINUM CONNECTION DATE: 10/12/2022
DRAWN BY: DENNIS W. DUNN
REVISION: I DATE:
FASTEN RECEIVING CHANNEL
TO SMB W/ #10 X 3/4" TEK SCREW
(1 SCREW PER INCH OF BEAM HEIGHT)
STAGGERED, BOTH SIDES
1-1/2'X 2-1/8" X 1-1/2"X 0.062"-�
INTERNAL OR EXTERNAL
RECEIVING CHANNEL
2XSMB PER PLAN I.:
0
oz
FASTEN RECEIVING CHANNEL C) :E
TO STRUCTURAL WALL MEMBER I i� �
LL
WITH 1/4"0 X 2" LAG SCREW
(I SCREW PER 2 INCHES OF
BEAM HEIGHT)
BEAM TO WOOD CONNECTION
2X ALUM. — PER PLAN
---------
no,rinfli 41)
0.062" MIN. ALUM. INTERNAL
OR EXTERNAL RECEIVING
CHANNEL W/ (4) #10 X 3/4"
TEK SCREWS INTO UPRIGHT
AND (2) #12 X 3/4" TEK SCREWS
EACH LEG INTO GIRT
2X ALUM. PER PLAN
0.062" MIN. ANGLE CLIP— I I ALUM. UPRIGHT
W/ (2) #12 X 3/4" TEK i I PER PLAN
SCREWS EACH LEG
OPTION #1 —
CHAIR RAIL AND GIRT CONNECTIONS
11=1
JOB # 22 1007 083
JOB NAME &ADDRESS:
JONES
37417 TEABERRY LOOP
WEDGEWOOD MANOR
ZEPHYRHILLS, FL. 33542
CONTRACTOR: