1491 LINKSIDE DR - SUNROOM DRAWINGS 11 X r 08 0 PERIMETER
2-1 10 Sjk&MOM INSIDE FACE OF
Molt#1 USE#40 X t' LONG SMO INTO WOOD HOST POST IN'TO SCREW SIPLINES OF HOLLOW Typical Cage' Bracing Details
I GIRT(1'EMBEDMENT uMNLAOL)
AND 34-8 X 2V LONG CONCRE"TE SCREWS INTO
T CONCRETE OR MASONRY CONS'r!RUC'nON (I"EMBEDMENT 2*X 2'HOLLOW #owes Triangular plate
=,)�SPACING 24 -O.C. AND WITHN 6' OF EACH HOMONTAL(CMT�
I ULM MEMBER AL W/8 - #10 sms,
V X 1.X 1/16'AMCLES 2'LONG VAIH 2-011 X 172*
LONG S.M.& AT EACH LEC TYPICAL EACH 9DF_ TOP
5-3/4" X 0 x 1/51' Galv. Strop Plate-
Cable required
-J when enclosure
SUF MAMNG POST OR HOLLOW POST.-I 2- 5/160 Anchor bolt (Expansion Bolt
I Ile 021
:HOST.S-MUCTOW I Z 6LI?6 5/5 Cable extends more than
E� W (Af 40A-31
to-A yj sms 1,Q 6 j
X 06 Tg:),/ 18' from host.
'than]
9 1-4 A L. WA*4(SA4-A-
11,4 LiE U 0;: SIM 6ki?7r.,�AL.T.) Galvanized Stra One pair of cables
P Detail for every 300 sq. ft.
TYPICAL 1 x 2 TO HOST AT CORNER TYPICAL CHAIR RAIL TO POST DETAIL wall surface area.
I.Y./1 To ay-1 F-7-T WA�-L- W/a _X 410st-16 a Camelbock With �Z-
2s ppato 0 5 tA e) Post 114" x lyil--rA?4�304S io 5/5 Cable NICO. Sleeve
5/5 Cable
_ip X r as 0 POWAM
1
rpm Put MR 0. 1N x 2"cont.W/ 2"x 2ff x.125 angle
14&
r X:r HftOW NOMZWAL Y4*-%,ZW'tapcons each side post
at 24"o. c.
2 - #10 x%1'sms Cable
r
eatj
um& usE"A's X 30 LONG LAOS INTO -T4 I L_ 4:�01,j jt�
440 MOO,14051 AM 9*0 X 29' LONG into post and 14'v C.-C�M S L O�AC K 96
C&MtM*RE%t 11470 CONCRETE OR
MASOM COGIRUCI)ON(1* EMSEWMT: tapcon JVZ` r-M66v
TfPM&)/SPAMG 2e O.C. AM Wl" 2"Min 0.4 0 a
aw OF EACH PERPERDIC" M edge 1�-AVV AHCvl�e 501v� L0013ed Cable Detail
EACA 17".V05T
-taWng SMS shaN be iftk*n S"or Z1nc coated.
NOTE: 1.Saff
Size
.-2- io&m-v.FROM W=rACE 2,membm she#be bdaW as a cm mmendW to Prevent comsion.
oF i X 2 00 WTO SWIN SPLINES
OF MLOW OW(1*DAPEDIXIOT
1Wrve-014 ev pqs lwdv crewil wefts am Room critalla:
FOIL FAVEVC. vad;4r_,�, 1. Pool/Patio Enclosures and Screen/Gass Room Additions are' designed to be attached to a
401C,51Y�10 5M.5'fif�Zvl permanent structure of adequate capacity.
TYPICAL 1 x 2 M HOST AT GIRT TYPICAL POST BASE DETAIL 2. The contractor shall verify that the host structure is in good condition and of sufficient strength to
Atz-ro ZY-2 V�-gv, �JALL 11A A,0 5M.5�&,I ao.e, support the proposed addition.
Pile Type Footing. 3. The F-5C 51114 EA1+'40n-Z14- is the basis fbr design wind load as per Chapter 20,, Table 2002.4.
TYPICAL FOUNDA77ON DETAILLS� 4. Maximum purfin spacing is T-01'.' Internal lateral bracing required fbr spans over 39 feet.
5. Mean roof height shall be less than or equal to 30 feet. The height of the addition shall not exceed
Rimon Footing Slab on Grade Slab With ThIcIcened Edge the height of the host structure.
65o0v57i 40�e �Z 0 fe 'Fj -Z'500* 6. The exposure is per site location. "C"fbr structures along the coast and "B"'fbr all o e
t4F g ? th rs
r-0 ok 6 x 6 10/10.-WM.
7. The pool/patio beam spans are based on open building classification. The typical details sh n a
ow re
indicative of a standard installation.
8. Fasteners shall have a head and/or be provided
jo_�PK 6 x 6 10/10 WM with washers not less than 1/2"in dia. For deddng
1 - #51 2 - *4r and sid-ing.
or 3'-'*3 0-
MINIMUM POST SIZE AND NO. OF SCREWS
rebar cont.. *8 *10 *14 SCREEN/GLJkSS ROOMS & ENCLOSURES
OFFICE COPY ftarn Size Post Size
=7
2 x 5 2x4 10 8 6 Vincent-�LSeibold-P,,E.:,,4,82$8 ,N\1111111///
NOTES*, 2 x 6 2x4 10 8 6 - SE
12 10 1,01.Levy Rd.
1. Concrete shall be minimum 2500 psi. Cover fbr rebar shall be 3t' 2 x 7 2 x'S 14 C-0 N
L te -
2. Fibermesh shall be used In lieu of welded wire mesh. ' 2 x 8 2 x 6 14 12 Artlantic�Beach, FL. 32233
16
3. Slab on grade shall be used for roof areas le!s than 360 sq. ft. or for posts with tributary areas 2 x 9 2 x 7 14 'Phone:904"66.8-4112
less than 75 sq. ft. 2x 10 2 x 8
4. Minimum slab thldcness shall be 3-1/2'�
5. Foundation shall bear on compacted subgrade with 1500psl minimum bearing capacity. MINIMUM SPACING AND EDGE DISTANCES All
N.
6. Pile type fboting shall have 3/8"diameter roc s 12"' long thru Qosts each way. *8 *10 *14 opovt
".1 IV
7. Embeded aluminum posts shall be Isolated fr)m concrete to prevent corrosion. Minimum Spacing 5/81' 3/4'v I OFFICE COPY ONAI-
8. Posts supporting carrier beams shall have ad,aquate f1oundation for hold down capacity. Min. Edge Distance 5/160 318"' 1/2" /1111110
A minimum of one cubic foot of concrete for ea(h ten square feet(if screen roof.
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conn engineenng
consultants,inc.
107 n b(idge st.
0
IVINGSPACE linden.mi 48451
p.810.458 4350
U f.810.458.4592
LLC —.Connengineenng,corn
N ,ROOMS AL, LivxxG8PAciE
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2 13100 Eckel Junction Rd.
Pen ysburg,OH 43551
p.419.866'7705
f.419.386.2683
--livingspacesunrooms.com
copyright informa-ion:
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DESIGN CRITERIA ,C.n _
C.n�tont�,inc.—no�dmoj_c,
CUSTOMER MARCHANT TRES-IDENCE TABLE OF CONTENTS
1-gi-wng C—*.�,Inc.
3 DEALER WC1 GROUP, INC. SHEET NUMBER DRAWING DESCRIPTION 0 200 Conn Engn�,,cc,�t�w,k7
DEAD LOADS
GLASS TYPE LOW-E2 job
BUILDING COLOR TAN WEIGHT OF ROOF 8 PSF CS COVER SHEET information:
ROOM STYLE CATHEDRAL WEIGHT OF WALLS 5PSF CL CODE COMPLIANCE
ROOF SYSTEM SEE SHEET-1 FOR DE-TAILS WEIGHT OF FLOOR 10 PSF 1 PLAN VIEWS
SNOW LOADS 2 ELEVATIONS
BASIC GROUND SNOW LOAD pg) 0 PSF 3 BUILDING SECTION/CONNECTION DETAILS
DECK MATERIALS SUMMARIZATION:- ROOF SNOW LOAD 0 PSF 4 SECTIONS AND DETAILS
FLOOR SYSTEM 4� SLA13 ON GRADE SNOW EXPOSURE FACTOR 1.0 5 SECTIONS AND DETAILS
4 MINIMUM FOOTING SIZE 12"TRENCH FOOTINC- THERMAL FACTOR 1.2 6 SECTIONS AND DETAILS
SNOW LOAD IMPORTANCE FACTOR 1.0 CY)
LOAD ANALYSIS LIVE LOADS LU M
ROOF C) C"4
WIDTH OF BUILDING 23.!0 FT 20 PSF CN
FLOOR z
DEPTH OF BUILDING 40 PSF LLJ
14.(0 FT C) Q
WIND LOADS U-
WALL HEIGHT 9.(10 FT BASIC WIND SPEED U-j
AREA OF BUILDING 329 SF 130 MPH LLJ 12
GUST EFFECT FACTOR(G) 0.85 OFFICE COPY ' i-5
5 WIND LOAD ANALYSIS -V <
WIND IMPORTANCE FACTOR 1.0 z z LU
UPUFTFORCE 3290 LBS WIND EXPOSURE C = Co
STRUCTURAL DEAD LOAD 18850 LBS SOILS AND FOUNDATIONS — (-)
NET UPLIFT cr, �=
BEANNG PRESSURE ANALYSIS OLBS ALLOWABLE FOUNDATION PRESSURE 1500 PSF REVIEWED FOR CODE COMPLIANCE Z
FROST DEPTH < <
MAXIMUM UNIFORM WALL LOAD 0 IN. CITY OF ATLANTIC 13EACH
451 PLF DEFLECTION LIMITS
FOOTING WIDTH 12 IN ROOF MEMBERS SEE PERMITS FOR ADDITIONAL <
BEARING PRESSURE 451 PSF EXTERIOR WALLS U240 REQUIREMENTS AND CONDITIONS
6 U120 REVIEWED BY..J21j:�.DATE- 'L'/6
seal:
FLORIDA PRODUCT APPROVAL REFERENCE
%
PRODUCT
MAX.ALLOWABLE SIZE MIAMI-DADE NOA, TEST REPORT NO.
7 HORIZ- SLIDER WINDOW OPTION 1 72'*XW
FIXED WINDOW OP11ON I FI-5179-1112 DATE:05.17.16
72"x72" FL5177-RI4 No 2 b5
REV
SLIDING GLASS DOOR OP11ON 1 71'"x8T DRAWN: GDO
FL7612-RIO
ENTRY DOOR 36"x8O" CHECKED:
FL11112.1 -j
STRUCTURAL INSULATED PANELS ft. LIVINGSPACE NO: #4236
FL14829-RI STAT E Of: Q 3HEETTITLE:
TAPCON CONCRETE ANCHORS ZZ
07-315.W
0 ril COVER SHEET
FRAMING REINFORCEMENTS
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FL10861 FL10856
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A B C D E F G H K
Code Compliance Specification Sheet conn engineering
consultants,inc.
LivingSpace Sunroorn
This is a summary of the compliance and performance of the 107 n.bridge st.
11nden,mi 48451
1 evaluated against the building code requirements for a sunroorn addition as per p.810.45BA3,%
f.810.458.4592
system as tial and 20.14 Florida Building Code, Energy Conservation. �.cwnengineering.corri
2014 Florida Building Code, Residen
s (For Residential or LIVINGSPAU
In accordance with the ASHRAE 90.12010 Prescriptive Provision ASUN100ma-
13100 Eckel Junction Rd.
Commercial Buildings) Perry"burg,OH 43551
p.419.866.7705
f.419.,M6,2683
W�.Fwingspocesunroonns.conn
ture attached to a dwelling with a glazing area in excess copyright information:
SUNROOM: A one-story struc hill e-otteWt hm—made to wo&ce
m�fteemnt,it 6"'e�Por"y ol t�
2 b�low o,d/a to 1WY aN-019 cQ"ho`t`
of 40 percent of the gross area of the structure's exterior walls and roof. ootaft—--pbo—d
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2014FLORIDA BUILDING CODE9
SECTION R402 BUILDING THERMAL ENVELOPE Wxio corn—E�119 C-lat-1 lr�
job
information:
3 Component 1:111111 all Non-Thermally LivingSpace
Isolated Isolated Performance
requirement requirement
Window U Value .50
Window S GC .35 (1-3)
.40 (4) LU
CN
4
A Z C-)
-24 - 6::��:�� G LU C) __J
30 (1-3) * 0 U_
Roof R Value A z;;3 LU
24 (5-8) 38 (4-5) 30 - 811 EG A LU 0
49 (6-8) 38 - 10" EG U
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49 - 1111 EG Z Z W
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13 -7 FRIA
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20 or 13 + 5 (5-8) 16 - 4" EG A
26-- 611 EG
A
Floor R Value -4) 25 - 611 EG A <
30 5-8 33 - 811 EG
Roof Glazing .75 (1-2) .30 Celsius OFFICE COPY
U Value .60 (3-8) .25 Celsius Plus
6 (1-8) is reference to Climate Zones as per section C301 .28 Polycarbonate seal:
* R402.2 allows for R-30 for all zones for rooms of less than 500 sq. ft.
A increase R values by 15% when Neopor foam is used
C11 DATE M17.16
REV
7 AAMA/NPEA/NSA 2100-11 Specifications for sunrooms. DMWN: GDG
D
jCHECKED:
::P:AC.NO -2
LIVINGSPACE NO: *4236
11 ivingSpace sunroom. systems meet or exceed 2 100-11
T
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_0 T A 0 F 3HEETTITLE:
olated) S Z
4.14 Category IV (thermally isolated) or 4.1.5 Category V (non-thermally is
1� CODE COMPLIANCE
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A finden.mi 48451
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4"CONCRETE SLAB ON
4' COMPACTED SAND FILL LIVINGSPACT
631UNROOMv
4 13100 Eckel Junction Rd.
7 Perrysburg OH 43551
p.419.866'7705
f.419.386.2683
�w.livlropocesunroornscom
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copyright information:
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23'-6-t e- ROOF DETAILS WILL BE SUBMITTED SEPARATELY,AND ARE NOT PART OF THIS ENGINEERING
REVIEW. THIS REVIEW ASSUMES ALL ROOF AND TRADITIONAL CONSTRUCTION ELEMENTS
HAVE BEEN BUILT TO LOCAL CODE REQUIREMENTS.AMD ARE SUBMITTED SEPARATELY,OR
2 FOUNDATION PLAN AS ATTACHMENTS TO THIS REVIEW.
1/4" V-1)"
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23'-6" CHECKED
LIVINGSPACE NO: "2M
SHEET TITLE:
01-07.
LAYOUT PLAN -D
PLAN VIEWS
1/411 11-011
Q Fk
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conn engineering
consultants,inc.
----------------------------------------- com-11industriak
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07 n.bridge st.
NEW ROOF STRUCTURE ABOVE I�Inclen,mi 48451
NEW ROOF STRUCTURE ABOVE SEE SHEET-1 FOR DETAILS p 810.458.4350
SEE SHEET-1 FOR DETAILS f.'810.458.4592
--connerigineeting.com
LIVINGSPACE
13100 Eckel Junc6on Rd.
Perrysburg,OH 43551
p.419.866.7705
f.419.36.2683
-.1vingspmesunr ms.com
2 copyright information:
A Me ey�attempt has beer,—cle t.p,aplu-
is—f,ee d—wis.it is we esporssibilty of t�
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17-10" 13'-11 15/16" 0
LEFF SIDE ELEVATION RIGHT SIDE ELEVATION
1/411 11-011 3 1/4" V-01" 00)
4 LU M
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DATE 05.17.16
NO
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DRAWN: GDG
2T-6"
CHECKED:
LIVINGSPACE NO: 04236
SHEETTITLE:
ELEVATIONS
FRONT ELEVATION 0 B
SHEET
10,
1/4" V-0"
2
A B C D E F G H J K
BEAR RIDGE BEAM ON EXISTING 10
BEARING WALL(ADD SUPPORT
AS REQUIRED) conn engineering
NEW ROOF STRUCTURE ABOVE consultants,inc.
SEE SHEET-1 FOR DETAILS
- —————————————————————---——————---——
1 07 n.btidge st.
I NEW SADDLE BUILT TO LOCAL CODE 'Inden.mi 48451
REQUIREMENTS p.810.458,4350
f.810.458.4592
w—comengineering.com
NEW WALL STUDS WITH R 19
INSULATION AND 1/2"DRYWALL
ADD VERTICA ON INSIDE FACE OF STUDS LIVINGSPACE
BLOCKING FOR RIDGE iasuwltooms-
BEAM ATTACHMENT 6" ECO-GREEN PANELS
13100 Eckel Ju nc6on Rd.
Perrysburg,OH 43551
NEW WOOD BEAM p.419.866.7705
f.419.386.2683
2 w�.Ivingspacesunroomscom
SUNROOM WALL SYSTEM copyright information:
EXISTING STRUCTURE �h]--y Memolhmk—m�to vo�ce
—�ee o—e,ts,ii 6 Me mpmblfly of Me
oWoe,nd'u cb.W to�eWy off-Ing C�—
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BUILDINGSE ION (2)2X RIDGE SUPPORT EXISTING DOUBLE TOP PLATE
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DATE:0&17.16
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DIRAWN: GOG
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WALL ATTACHMENT DETAIL --0 1. ST�j E OF LIVINGSPACE NO: 04236
SHEET TITLE:
BUILDING SECTION
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16 LIVINGSPACE
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...................... ......................................
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2 Pe"31bk9g,OH 43551
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—WINDOW WIDTI I consultants,inc.
07 n.bfidge st.
IT !Inden,mi 48451
p 810.458.4350
f.'810.458.4592
ILI _j www.connengineering.com
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7 SOLID KICK SOLID KICK
13100 Eckel Junc ion Rd.
Perrysburg,OH t43551
@ @ p.419.866.7705
2 t.419.386.2683
WINDOW HORIZONTAL VIEW WINDOW SECTION —Jivbngspocesunrooms.corn
Copyright information:
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