Permit 1072 Little Cypress Key (vault) JOB ADDRESS
PROPERTY OWNER
PERMIT NUMBER _DA TE
INSPECTIONS: FOOTING
SLAB
TIE BE,-W
LINTEL
NAIDNGISHEA THING
FRAVINGICOVER UP
J7VSUL,4 TION
FEVAL BUILDING
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT#
INSPECTIONS ROUGH
FINAL
MECHANICAL PERVllT#
INSPECTIONS ROUGH
FINAL
PL UMBJNG PERMIT4
INSPECTIONS ROUGHIUNDER SLAB
TOPOUT
WATERISEWER
FINAL
NOTES:
BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT
CITY OFATLANTICBF,4CH, FLORIDA
CERTIFICATE OF OCCUPANCY
WORKSHEET
Date Requested:
Building Contractor: 1-jole7-f'
Building Permit Numl�er: // 9-5e"
Address : /0 ?.2 6g16�yle, e, -4erj
C�lp
Legal Description:
improvements to the above described property have been completed
in accordance with the terms of the permit and is certified to be
ready for occupancy as
/ZC,/
Lowest Floor Elevation:
required as built
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOMNG MUST BE COWLETE
DEPARTMENT DATE NOTIFIED DATE APPROVED BY
Fire
Public Works
Planning
Building V-914 al 10 If
112
ADDRESS- AQ q�v
BUILDING PERMIT NUMBER
INSPECTIONS : FOOTING
UNDER SLAB PLUMBING
SLAB
FRAMING 7
COVER-UP_ 7- -7 J�:6
INSULATION 7-P3
FINAL BUILDING
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT #
INS13ECTIONS ROUGH
FINAL
MECHANICAL PERMIT #
PLUMBING PERMIT p 0
T40TES
OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
BEACH.FL 32233-TEL 247-w26 FAk- 247-W77
Wo sEMINOLE ROAD ATLANT1C
i b 7N[FN 0 0 f M",I
CYPRESS KEY
LITTCE
gp
9RM NTIC BEACH, I-L
permit Number: 24t501% ATLA Range: Book. 44
Perm,it Type: FENCE Township: Block* Section:
Class of Work: NEW LY Lot(s)-i 15 ELVA LAKES 6NIT THREE
Use. SINGLE FAMI Subdivision, S
proposed ,�,.- - -,, ,V �1, 7-,
Parcel Number:
Square Feet: V IVI)
'114F,
Est.Value: 1,000.00 Name: ARNAO, ANTHONY
Improv. Cost: 8/16/2002 1072 LITTLE CYPRESS KEY
Date issued: 10.00 NTIC BEACH, FL 32233
Tota Fees: 10.00 P 159
A u"t paid:
mo n 8116/2002
Date Paid: E
RECT FEN
WorK
Y OWNtK
.611,"t�g X'V
4Q
4
N
ECTIO
IOR TO
ST 24 HOUR
""UST BE REQUESTED AT,LEA
NOTICE- PECTIO
U EPLACED UBLIC SPACE,AND
F
,,ROMTHIs:WORKM
BUILDING MATERIAL, S14 AN tR`C C ER-
��,HAULE EITH ONTRAC
MUST BE C
ULT IN THE
"FAILURE TO COMP HE .dbNS
PROPERTY OWNER PAYIN TV1
ISSUED ACCORDING TO APPROVED PLANS WHI THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
ATLAIVTIC CH UIL DEPT
CITY OFATLANUC BEACH
APPLICATION FOR FENCE PERMIT
Owners— Phone&—ez2
Address-A9 7 Q Z,ZZle_ e 5 s Ale.1
Lot 11-5 -Block andlor Unit# Subdivision. -.:�-ellla
Contractor if Different From Owner owel;�
Valuation of Fence $_Z , (
!L, , -', '—' , Comer or Interior Lot
Type of Construction W00cL_Le4ee
Attach Survey Showing location and height of fence as well as location of street(s).
13 �01
ol IVLI�inii(, Geach
Builj)ng and Zoning
Owners Signature_
C�
Contractors Signature
Selva Lakes Homeowners Association Inc.
REQUEST FOR ARCHITECTURAL APPROVAL
This request form is to be completed by the Homeowner and submitted to the (ARC)
Architectural Review Board prior to the commencement of any work.
Please complete in its entirety
Date received by ARC
THIS SECTION TO BE COMPLETED BY HOMEOWNER
Date: 00/09�/O'e
Name- Zmem ii L. 40CAJ,40 Lot# 115
kZ%A 6,� A
Address: 107.2 —LL141. A`eq
HornePhone:noy) 2'Z""/9Ag'/52 Bids: (140 X) 9.2 3 - yo 9,1
Contractor...4Lal /eeyee Z;,,C-
Describe the work to be done: (i.e.Screen room,addition,fence,garage door,siding,etc.)
6
Cedgr- wy.d 4gral 4gsts dt�s'eler egyegr 6gg 1)<
9
14' F1Z1"r'e /0-1 11Y i //I a -/A e 4�-,V At 71 e^1 Q1 7�4 e 4 Ik W" sxv/v
i�N oorsm I'vea Alld -I-tA 14 n I 11Q.-JN -?C4 f e ',,ye berp.'-e
'7 5 _(),-,t E4-5e~�Lf &-d
'"'ee PlAjq
Location: Affach a copy of your survey indWating the location 9work to be done.
Describe Location: :�M.411 -le,-4,.j I& -yl� -ed t,��ee.
/0-/- //,/ 1� 115'
Specifications: Attach a copy of the plans, drawing, picture, specifications(material,
color, etc.) All exterior paint must meet SLA specifications.
Estimated date of completion:
P/,Oqs otre -jo/ ile- A4 -e4s'; 7�0"e.Adwex,- Pee-A-re6
NOTE:Owners are responsible for the con�vict of the contractor. ou are required to supervise the
work being done.You are responsible and liable for any damage done to common property or
adjacent property.When required by The City of Atlantic Beach you are required to provide the
ARC with a copy the building permit.* _rA 0
THE COVENANTS AND RESTRICTIONS MUST BE STRICTLY ADHEARD TO. ce'da r
Owners Signature: CA4 mp A ,,-d pos�5
Date: 0?ZQ21i2Z_ ))(G 644 e !s i ?_X-//-.L,/S
-1 -5es�3"lt C-71-0.j color
++4......... ............ .......
Do not write below this line
Date Approved: "lP- ;2= —Date Denied:
(ARC) Signiture:
Comments or conditions:
7-'tu-
MAP SHOWING B OUNDARY'' SURVEY OF
LOT 11 5l AS SHOWN ON M AP OF
SELVA LAKES UNIT THREE
AS RECORDED IN PLAT BOOK 44, PAGES 60 THROUGH 508 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR: SHAFFER AND SONS ENTERPRISIES
WAMLO REMRENCE: SEARING SHOVM ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS,SMOVM .40N THE �—amm PLAT.
7*.,*OM$ AqAF JAIOWIV rwllls: (/J.to z 141-110 lqe)o-ejq )v)V4 T1211410oz 6AFOAaelle 'y4wpe'A14 0,0 rew ov, 0 z p
UNPLATT;QL A96 6F SECTION 17,'
TOrSHIF 2 SOUTH. RANGE 29 EAST
N57*5336"E 4, ra,-0.9 2WAk
"A'
(A*AII
SELVA LAKES calvc'g5re
JOA r/d an
UNIT TWO erd"ar#.Joo
PLAT BOOK 43,
PCs. 60 608 Wle fA-wp0l
Ael
.0
A ire ir-e
LOT 90
CIN-
It
Ar r4
Q
L0
0$.41)
>
-A ul
oil,
%b la#I pe)
-f z Li
4att
in
Fep#ee jwl CH,4rwped
A.
N
(74 IR :x
5L
cz
IN P.R.C.
LITTLE CYPRESS KEY
P.R. CUL-DE-SAC
fLN .9.W Ve Y ;#. 92- :06, Ye.- 149aA140 4"
d,4
,c#mNo.4r1v,V J41AVEY gf-5- 506. C"Rmj oAAY) NVrO I ff0aAo',0 .44Z COOrAN-45.
I HEMY CM11F'Y THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE
MINNUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE NTH CHAPTER 611317-6, FLORIDA LEGENQ
ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLOMDA STATUTES), AND FURTHER CERTIFY THAT FOUND CONCRETE MONUMENI
1/2- FOUND IRON
THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOW 0 112- SET IRON - LB ?704
B.A.I. BUILDING Rr.STRICTION LINE
4 CENTRAL ANGLE
FLOW MRTIFICAM THE LOT SHOWN HEREON IS IN FLOOD CLARSON AND ASSWAM, INC. A RADIUS
ZONE X. —A) SHO*W ON THE FLOOD INSURANCE RATE 1643 NALDO AVE- JACKSONVILLE, FIL., 32207 A ARC LENGTH
MAP, COMMUNITY PANEL NO CH CKORO
120075 - OOOID , DATED 8-115-59. P.C. POINT OF CURVATURE
P.T, POINT OF T4NGfWCY
P.R.C. P004T OF KEYERSE CURVE
SURVEYED 1995, P.C.0 POINT or COMPOUND Cupyt
FO. FOUND
SCALE: 1" = 20' R/w� RIGNT-OF-WkY
REGISTERED Sk)RVF..YOR NO, 2361, FLORIDA 0.R.V. OFFICIAL RECORDS VOLUME
FIELD BOOK 537 PAGE 616 JOSE A, HILL
-3('3 57 1
CITY OF ATLANTIC BEACH, FLORIDA po
Approved by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE. 19 C/to
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
M�nmn and Bryan Electric Co.
�S4 -
u 6&�
EL RICAL FIRM- STER ELECTRICIM swwrGRE EYMAN
- MA JOURN
I q 5(o
-��DRESS: 6a4-R;:n
ox—
BLDG.SIZE T—n
BETWEEN-ML
RE APT.( COMM. ( I PUBLIC ( I INDUS. NEW OLD I
s-�A REW.
ADDITION ( TRAILER TEMP. SIGNS ( —SQ. FT.
SERVICE: NEW INCREASE ( REPAIR ( FEE
CONDUCTOR SIZE t)DAMPS COPPER X) ALUMJ
SWITCH Ofl�� 1 6C)AMPS I PH 5 W 24DVOLT &6e- RACEWAY
EXIST.SERV.SIZE AMPS PH W, VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL _
0-30 AMPS, 31-100 AMPS.
SWITCHES
INCANDESCENT.
FLUORESCENT&M.V.
FIXED I 0-i0Q AMP S. I 111R
APPLIANCES i I I BELL TRANSF. -J
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT, KW-HEAT
OVER
MOTORS H.P. VOLTAGE pHs NO. I H.P. VOLTAGE pHs
VISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V.
INO. KVA-- NO. 1KVA
NO.NEON TRANSF. NO. VA. EMA. MOTOR--SIZE SWITCH FLASHER
EACH SIGN j
FORWARDED
ER-0008471 TOTAL FE!U
1423/ME257
CITY OF
ial --90
r 0
rn,
Office of Building Official
REQUEST FOR INSPECTI
'Date ermit No.
�eceive
ime :d
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL MECHANICAL
Framing 71 Footing Rough Wiring Ej Rough Air Cond.& F-j
Re Roofing Z, Slab F] Temp Pole Top Out Heating
�nsulation Lintel E! Final Sewer Ej Fire Place 0
Pre Fab
READY FOR INSPECTION �AM
Mon. Tues. Wed. �T�hr s Friday
A.M.
nspection Made --RM.
_10T Final Inspection F-j
Certificate of Occupancy
Date
BUILDING AND ZONING INSPECTION DIYISiON
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, ! LORIDA 32233
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complefe all ifems in secfions 1, 11, 111, and IV.
Street Address: 11�� Id -041P�4 4��414�pss
LOCATION
OF Intersecting Streets: Between And
BUILDING Sub-divis;on I_r
11. IDENTIFICATION — To be complefed by all applicanfs .
In consideration of permit given for doing the work as described in tl�a above statement we hereby agree to perform said work in accordance
with the atfacl�Led plans and specifications which are a part here 0 1 and in accordance with the City of Jacksonville ordinances and standards
of good practice listed therein.
Name of Mechanical McGowan ' s Heatina & Air— Contractors
Contractor I Print) Cond . Inc . Master CACO-18970
Name of M-48
Property Owner
Signature�of Owner t Signature of
or Authorized Agent
��'z. � —_ ,rchifect or Engineer
III. GIENERAL INFORMATION
A, Type of heating fuel:
IS OTHER CONSTRUCTION BEING DONE ON
ric THIS BUILDING OR SITE?
[3 Gas—0 LP 0 Natural Central Utility
C] Oil IF YES, GIVE NUMBER OF CONSTRUCTION
PERMIT
E3 Other — Specify
IV. MICHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
IProvido complete list of components on bock of this form) Residential or El Commercial
Host 0 Space 0 Recessed— onfrel 11 Floor New Building
71�
Air Conditioning- C3 Room A., Control Ej' Existing Building
'�'Nct System: Mate i 11�/� 4AW"i" Thicknaa—L— Replacement of existing system
Maximum capacity c.f.m. Now Installation(No system previously Installed)
• Refrigeration /EJ Extension or add-on to existing system
• Cooling tower: Capacity 9-P-M. El Other — Specify
0 F;ro sprinklom: Number of heads
E] Elevator 0 Monlift 0 Escalato (number)
13 .Gasoline pumps —(number) THIS SPACE FOR OFFICE USE ONLY
[3 Tank. (number) Remarks
0 LPG containis (number)
0 Unfired pressure vessoi
E3 Boilers Permit Approved b Do
13 011hor — Specify Permit Fee
LIST ALL EQUIPMENT
AM CONDITIONING AND REFRIGERATION EQUIPMENT
Ca A=
Number UnIlts Description Model Numtm!r Manufacl:urer _pacity
(Tons)
3 C4Uq_1_
HEATING - FURNACES, BOILERS, FIREPLACES
capWity ApproWbE
Number Units I)escription Model Numbt r Manufactura (NM) ASMW
9.
TANKS
am Many Naming capadity, Type Liquid Name at Serial Approving
and Dimensions Contained Maaufacturer No. A%SMCY
6967 Philips Highway
Jacksonville.Florida 32216
(904)296-0045 Phone
(904)296-6270 Fax
Patterson, Home Improvements
Monday, March 29, 1999
RECEIVED'
Mr. Don C. Ford
Building Official
City of Atlantic Beach, Florida City of 081ntiC Bea&
800 Seminole Road Gullldit)g at'd 7-oning
Atlantic Beach, Florida 32233-5445
Dear Mr. Ford:
I am writing in response to our recent telephone conversations regarding the required
inspections in the City of Atlantic Beach.
We have thoroughly researched our records and would like to offer our explanation of the
following jobs in question.
Job#12982 Elizabeth Parish at 436 Osprey
This was a remodel of an old exisfing aluminum screen porch(October 1996). We
were not aware that a final inspection was required
Job# V841 Donald Ames at 1614 Park Tefface West
Originally,Pat in your office indicated that there was a footing inspection on this job,but
not a final inspection. I advised Pat that our records indicated that both a footing and
final inspecUon had been called for. It was then determined by Pat that a final
inspection had been completed.
Job#15128 Robinson at 1121 Unkside
Shortly after we pulled the permit for this job,the customer cancelled the job.
A permit was pulled on this job,however,no footer inspecdon was called for.
Photographs were taken to confirm the reinforced footing.
I accept total responsibility for our failure to call final inspections for several jobs.
Specifically, on the Brady job, although a footing inspection was not Galled,we did take
photographs to demonstrate that there is in fact a reinforced footing. I am enclosing copies
of these photos for your review and records. The breakdown in our procedures occurred
when an employee accidentally confused the process we used in another municipality.
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
March 29, 1999
Page 2
We take these allegations quite seriously and would like to express our regret that there
were apparently some minor paperwork infractions in dealing with the inspection process. It
is important to stress, however, that in no way were any of the jobs improperly constructed
during this time.There was no willful intent to deceive your office or to refrain from
completing each job in a legal and upstanding manner. Rather, It was an innocent mistake
made by one of our employees due to the various requirements within each county.
For example, several counties (Baker, Nassau, St. Johns and Clay) do not require footings
for screen rooms or glass rooms. Also, between 1993 and 1997, Duval County did require
concrete footings. However, in lieu of actual footing inspections, we were permitted by
Duval County to obtain photographs of the excavated footings with the rebar. (Recently
Duval County began to require actual footing inspections.)
As you can see, there are varying degrees of inspection requirements within the
surrounding jurisdictions. On occasion,this has led to situations that resulted in minor
infractions from a procedural standpoint, but which, ultimately, did not negatively affect the
construction of the job.
Additionally, as you may be aware, Patterson Home Improvements is currently the largest
home improvement Contractor in the North Florida area. We are aware that many of the
other Contractors also have incurred minor violations as a result of procedural problems
within their own operations. We feel that the number of violations we have received has
remained exceptionally low in proportion to the large number of jobs we have constructed.
My employees here at Patterson Home Improvements are completely committed to building
the finest enclosures in the industry. We have always stressed the importance of complying
with the engineering code requirements within the various municipalities. As a Registered
Professional Engineer myself, I understand the significance and consequences of not
following the code. I am also aware of the significant impact that this situation could have
on our business. My concern is that any reported incident with the Department of
Professional Regulations (DPR) will become a permanent blemish for our company. It is my
hope that you will consider the above explanations as reasonable and will not file a
complaint with the DPR. We will make every effort to guarantee that all future inspections
are called as required for the City of Atlantic Beach.
Thank you for your consideration.
Sincerely,
Rex A. Patterson
President Re
IMAR 3 1; 1999
City ot Atlantic Beach
Building and Zoning
Brady
Ail
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING-
800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17945 ----L—ITT-L—E CYPRESS KEY
Address: 1072
Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233
Class of Work: ALTERATION Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision: SELVA LINKSIDE
Est. Value: Parcel Number:
'Improv. Cost:
OWNER INFORMATION
Date Issued: 3/23/1999 Name: BRADY, MARY
Total Fees: 25.00 Address: 1072 LITTLE CYPRESS KEY
Amount Paid: ATLANTIC BEACH, FL 32233
Date Paid: 3/22/1999 Phone: (904)246-4374
Work Desc: WIRE FOR SUNR—OOM �
CONTRACTOR(S)
APPLICATION FEES
NATIONWIDE ELECTRIC, INC. PERMIT
.00
Inspections Required
ROUGH ELECTRIC FINAL ELECTRIC
NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE
I PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
I ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
$25.0014
Date: 3/23/59 01 Receipt: 0944169
CHECKS
ATLANTIC BEACH B LDING DEP 1236
08180883221080
CITY OF ATLANTIC BEACH, FLORIDA
Approved by APPLICATION FOR ELECTRICAL PERMIT
� -3- z -3 19
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:--
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
6 ,79- -s-s> 3-
t\1a-bv&lwtc)E- r-w-
ELECTRICAL FIRM: AS ER ELECTRICIAN SIQNATURE JOUR EYMAN
ff 11F-
. ,_ __it ,
NAME ADDRESS: ' 10 )F2e
—
BLDG.SIZE BETWEEN:—
RES. (-r APT. ( comm. ( PUBLIC INDUS. NEW( OLD ( REW.
ADDITION I TRAILER ( TEMP. ( ) SIGNS ( ) SQ. FT.
SERVICE: NEW( INCREASE ( I REPAIR ( FEE
CONDUCTOR SIZE AMPS COPPER I I ALUMJ
SWITCH'013 BREAKER AMPS PH w VOLT FJACEWAY
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE INO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
SWITCHES 0.30 AMPS. 1 31-100 AMPS. I
F7771
INCANDESCENT
FLUORESCENT&M.V.
FIXED 1 0.100 AMPS. ov
APPLIANCES I I I BELL TRA SF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0.1 OVER
MOTORS H.P. VOLTAGE PHS No. I if.P. VOLTAGE PHS
F--f
MISCELLANEOUS t3�)
TRANSFORMERS: UNDER 600 V, OVER 600 V.
NO. I KVA I I NO. lKVA
NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWI CH I FLASHER
EACH SIGN
FORWARDED
TOTAL FEES
CITY OF
AW4*eez Sead - 9&u�& n*MUNOLE ROAD
AnAMM WAM nMMA 32M-34-0
TELEMKM 0"247-SNO
FAX(9"2OXM5
NOTICE
TO: Water Department
FROM: Bui ding Department
DATE: /99
Please be advised that the final building inspection has been
completed on each of the following addresses and construction water
is no longer needed:
Permit Number Address
70 -)'j� -Ltzlz
77"L. 4,21a-'a
Sincerely,
tA-C-n
Building Department
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877
L
PERMIT INFORMATION LOCATION�INFORMATIOW:
Permit Number: 17841 Address: 1072 LITTLE CYPRESS KEY
Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233
Class of Work: ADDITION Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision: SELVA LINKSIDE
Est. Value: Parcel Number:
Improv. Cost: 14,915.00 OWNER.INFORMATION
Date Issued: 2/25/1999 Name: BRADY, MARY
Total Fees: 127.50 Address: 1072 LITTLE CYPRESS KEY
Amount Paid: ATLANTIC BEACH, FL 32233
Date Paid: 2/25/1999 Phone: (904)246-4374
Work Desc: SUNROOM ADDITION
CONTRACTOR(S)� APPLICATION FEES�
PATTER ON HOMES PERMIT 127.50
Int ?Quired
FOOTIN FINAL BUILDING FRAMING
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
$127.5014
Receipt; 0038574
Date: 3/03/99 01 !Y0
CHECKS
ATLANTIC BEACH BUILDING DEPT.
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEETE
Add,r ess J 0 7 2— C y ra,5:,S-S
Date-
Heated Sauare Footage S-q S
Garage/Shed per Sa
Carport/Porch
Deck s- per sq
1z ',z
Patio p er a
TOTAL VALUATTOTI :
611 's
Total Valuation 1st $ /00&
j 3, _q '2 �2&
Remaining Vaiue $3- per thousand
or portion thereat
TOTAL BUILDING FEE
+ 1 `
Filina Fee
Fireplaces @ $15 , 00
BUILDITNG PERMIT FEE S
WATER. IMPACT FEE $
SEWER IMPACT FEE S
WATER METER/TAP
CAPITAL IMPROVEMENT
SEWER T�nr- S
RADON ( HRS � C05()
SECTION H PAVING $
HYDRAULIC SHARES
CROSS CONNECTION
SURCHARG7E . 0 1)5 0
OTHER $
GRAND TOTAL DUE
ADDITIONAL PERMITS OR FEES : Mechanical Plum]binq
Electric'/New Electric/Temp ; SwimminqPooll
Septic Tank I ; Sign Finish Floor El
—, well
Survey Other
CALCULATIONS and/ or N0117ES :
4,44,)v
4G-CC�)
RECEIVED
CITY OF ATLANTIC BEAC
PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIM 18 1999
DEMOLITIONS
City of Atlantic ElaaCh
owner(s) : Mctr �j_ _ _B ro A,) Pullaing And Zoniq
Address : -1 - 9 3 '7
C—�Z 12 LeU �Ql Phone: 2 L
I %I r
Lot # 1 ) 5 Block or Unit # Subdivision: 5e- I vof L,
q k-f 5
ontractor: N-�te- cq/L/ Ho/o e 5
State License # C OC- 0 0 Q '?-
Address : �C16 -7 H Phone No:- C1 0 4/
Describe work to be done:. .10c?vL-Room kQ,-tjox1
Present use df building:
Valuation of Proposed Construction:
Proposed use: - !;�C4A.' Rooltj
Is this an addition? Ye-.5 If yes, what are the dimensions of
the added space: ft . x 9 ft . Will the added area
t
be heated and cooled? 1110 New electrical (or increase)? C-70.41eOTJ Olt&
New plumbing fixtures?,/Va New fireplaceV_--1'!LNew Heat/ACT 14-10
SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY ,
ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR
AFFIDAVIT, IF OWNER IS CONTRACTOR.
Signature OWNER: Date:
Dat
Signature CONTRACTOR: e:
Florence Henner
My COMMISSION#CC6812 76 EXPIRES
License Supplied: o,(l F, U September 16,2001
BONDED THRU TROY FAIN INSURANCE,INC
Liability insurance: 0,A1 F, le
Worker's compensation Insurance: F,
)tl 4-
Book 9194 pq 4092
whoill it )IIRY
ilifurm.) )'oil LhIlL jjIjpcuvcmciiL:, \vilt III.: 1`11116C [W I-Icl'L�,Ill cll.,! J,;,�1'0
Lk
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wilh 3c(�6ull
A
OF C 0 N I M N C 11 N I I.,
1617-
1),:Acrij,tioj� of -----------------------------
41i/
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("Clio of on
0XVIKI, ----------------------------------
�s
of Llxc 111%plo'cilic;--1 ---------------------------------------- - -
I":c 'Citl" I...Will Ill -----------------
------ ------------------------------------------------- - -----------------
-------------------------------
CONSTRUMON
ILLIPS HIGHWAY-
JACKSONVILLE,FL 32216
---------------PA-296-0045-----
- --------------------------------------------------------------
Nillic )lilt 111JIL1% 'if joy limlill IIIA,Ilij-, lom lof klic k:01111,11ACtioll of LIIQ tillpf 01-1011C lit 1.
-----------------
Add --------
Fl�m( of p(Iloll widlill Ilic Sot( of HOtikil. %A:��Zf k''J" 'I'll"Clf, 1))' 0"'Mf MIMI W11011)
------------------------------------------------------------ ----
- ------------------------------------------------------------------------------
III ovl(l(:kl ill occtioll 113.06 (2) u,),
it
--------------------------------------------------------------------------------
Addl-c'.:- -------------------------------------------------------------------------
-------------------------
T 111 r A t: o t I I I:C 0 1 t I:I k 11 1)w 1: 0 Z,y
---------------
:()NN1EU'0 ET
9 JL'94 if 06443
Pg-. 4092 JAN 002
BONDED THRU
Doc# '39029699 T 0f BONDING U)
Filed & Recorded
02/05/99
02:26:24 P.M.
HENRY W. COOK
CLERK CIRCUIT COURT
DUVAL COUNTY, FL
REC. $ 6.00
MAP SHOWING BOUNDARY SURVEY .OF
LOT 115, AS SHOWN ON MAP OF
SELVA LAKES UNIT THREE
AS RECORDED IN PLAT BOOK 44. PAGES 60 THROUGH 608 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR: SHAFFER AND SONS ENTERPRISES
BEARING REFERENCE: BEARING SHOVM ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON' THE ABOVE MENTIONED PLAT.
44V4 7,'O/V,5 A.4-- 5W,9k<1,v rxlels: C13.&Z 4W )q-011�eR M)V,4T,'OAe4Z 640,0erl,- YeRr1C.0,C -0/- 112 9
EA'*f 01C PW 7,-,e
UNPLATT�4 AREA OF SECTION 17,
TO"SHIFf 2 SOUTH. RANGT- 29 EAST
RECEIVEL)
N57*53'36"E
-4- 7-OR OF BAVoK FIF-B 1 8 1999
6 -7
74) city of Atia ic [3each
SELVA LAKES Cd.V�,qare Building d Zoning
UNIT TWO - AA r'ld
PLAT BOOK 43,
PGS. 60 - 608 /1
14
LOT 90
z
-4
"N
ON- v
JXPIPRO
13F �npmllc
IX 0jrFjC%
SU
0\ 3: 1'-
1B
clVlik L0
A
re. z
'Aj
3.
to
z
1<
IR. '10
'Q,
C,
L
3-7
4q
�j
LITTLE CYPRESS KEY
P.R.C. CUL-DE-SAC
f0U,m0,4r10A1 -v41,fV4Y S-5- 96. e�rvRlvfj OAtY) NO rJ -' �roc/ND 41 L COWAIWRS.
I HEREBY CER11FY T-HAT THIS SURVEY, PERFORMED UNDER MY RESPONS113LE DIRECTION MEETS TliE
MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61GI7-6. FLORIDA
ADMINISTRA71VE CODE (PURSUANT TO SECTION 472.027. FLORIDA STATUTES), AND FURTHER CERTIFY THAT is FOUND CONCRETE mCNumLNi
THERE 'ARE NO VISIBLE ENCROACHMENT'S UPON THE SUBJECT PROPERTY EXCEPT AS SHOY44. 1 1/2- FOUND IRON
71 1/2' SET IRON - L8 17()4
B.R L BUILDING RFSIRICTIONLINL
FLOOD CERTIFICATE: THE LOT SHOWN �IEREON IS N FLOOD CLARSON AND ASSCOATES, INC. ' CENIRAt. ANGLE
R RADIUS
1WE X AS SHOWN ON THE FLOOD INSURANCE RATE 1643 NALDO AVE., JACKSONVILLE. FL., 32207 A ARC LENGTH
MAP, COMMUNITY PANEL NO 120075 - OOOID . DATED M- 15-fiq. CH CHORD
P.0. POONI Of CURVATURE
P.T. POINT OF TANUNCf
SURVEYED 14?911. 1995. P.R.C. POINT OF REVERSE CURV`(
P.C.0 POIN7 Or COMPOUND CUPVU
SCALE: 1" 20' ,W. FOUND
REGISTERED SURVV.-YOR NCI. '361, FLORIDA R/W RiGH7-OF-WA.f
FIELD BOOK 537 PAGE 66 JOSE A. HILL OXV. OFFICIAL RECC*DS IXXLWI
1 5(p3 57
EKSTING STRUCTURE
ROOF PROJECTION ct
Lj L-,
c�x
z
F F CI w
ROOF PANEL E OF THESE SIDES MAY BE W
ROOF PANEL ENCLOSED WITH SOLID PANELS >
d (NON-SEAPJNG)
CD
OPTIONAL
TIONAL FULL ENDWALL En
DOOR CD 0 cn
S-0 6' &12* C> HEIGHT
WALL PANEL
k)L TYP. m SOUD DOOR 2
-66-6 it .0
oll
LOCATIONS MIN. 3-0)(6-6 MAX.
A All
(C>_ JA
-------------
:2
STD. N014-BEARING MUWON SPA. STD,BEARING MULLION SPA. VARY TO SUIT
SEE TABLES DING. 3TES4 SEE TABLES DWG. 3TE34 MINIMUM LENGTH=I.Ox PROJECTION 0 70 MPH WIND. 1.25x
PROJECTION 0 80 MPH WIND, 1.5x PROJECTION @ 90 MPH WIND,
1.75x PROJECTION 0 100 MPH WIND, 2-Ox PR0JECTION 0 11 0 MPH WIND
ENCLOSURE END WALL ELEVATION ENCLOSURE FRONT WALL ELEVATION TYPICAL LEAN-TO ENCLOSURE PLAN
x
E)USI"ING STRUCTURE
ROOF PROJECTION
F F
ROOF PANS.- ROOF PANEL BOTH OF THESIl SIDES WILL BE
A ENCLOSED VATH;BEARING PANELS
F < >
1 OPTIONAL _n
CL I ENDWALL
:2 107 L
m C) DOOR
6' &12* ZEl'GHTAS0'LLJUELL
r-
c�
lb TYP. U711,H r/ WALL PANEL DOOR 2-66 CD
LOCATIONS -Ox6-6 MAK
MAK F C -6
co *60 MIN. 3
9
L--------------—-------
6'&12'
STD. NON-BEARING Mu STD. BEARING MULLION SPA. VARY TO SUIT
UJON SPA. Lc:ll: lb
SEE TABLES DWG. 3r_S4 SEE TABLES DM 3TES4 MINIMUM LENGTH=I.Ox PROJECTION 0 70 MPH WIND, 1.25x
PROJECTION 0 80 MPH WIND, 1.5x PRO.ECTION 0 90 MPH VAND.
1.75x PROJECTION 0 100 MPH WIND. 2.Ox PROJEC-nON @ 110 MPH WIND
ENCLOSURE END WALL ELEVATION ENCLOSURE FRONT WALL ELEVATION TYPICAL GABLE ENCLOSURE PLAN
C>
APW 27
NOTE:
ALL SECTIONS &DETAILS REFERENCE Dmw�BY:
HERE ARE SHOM ON SHEET 3TES3.
ova No,
3TES 1
I OF 5
1121'
90cr
gENMERMAL NOTES k5ffSEfQ&T-"S
1. THIS PATIO COVER&ENCLOSURE=ISSL
OUTDOOR LAVC PURPOSES AND 0A=TO RECREATION
GARAGE OR HAWAME ROOK ASACARPORT. Ix
2- THtS ENCLOSURE SYSTEM IS TO BE INSTALLED UDCR THE ROOF PANEL L.;Li
TIM& Li
3. SD"ES=-M LN DRAyW.WGTNA`.MeCRFO3R DESIGN AS -R I�
SPECIFIED PI Z p;
NLESS
-s-
S VT=INUK Z
S ENCLOSURE SYSTEM(EXCEPT
low S. ALL STRUCTURAL COMPONENTS OF THIS IS �
PANELS)ARE OF ALLOY&TEMPER W&I-Ta UNLESS SPECIFICALLY
N-TEDOTI.
THE SOLID WALL PANELSSHO�W SKALL COMPLY MTH A CURRENTLY
RECOGNLZeD LC.B.O.EVALUATION SERVICE W.REPCIRT.ALL EXTERIOR
3.00r MALE GROOVE 3.00" STANDARD FEM 3.0(r 'if MNNEL. 45* AD ER x Y 3.W ADAPTER 3.OT BASE & CAP EXPANDER 06 6*PORTION$OF THE ECTTOWATFR
SHALL SOW WALL PANEL V44CH ARE SUBJ
INTRUSION BE FULLY CAULKED
7- WHERE ENCLOSURE IS REOUIRED TO BE LEFT OPEN PER CODE.THE OPEN
AREA OF THE LCWAA WALL AND ONE ADDITIONAL WALL VtkU BE A 0 z l't
MINIMUM OF 65%OF THE AREA BEDOW A MINIMUM OF 6 FEET 8 INCHES OF
I 2(r EACH WALL,MEASURED FROM THE FLOoft OPEN IS DEFINED AS INSECT
aa3i' SCP�MOM.1 .TRANSPARENT OR
PLASM NOTMORE THAH 14 OF AN 14CH IN THICKNESS.
3-767' SEE NOTE N 98-OWFOR OPTIMAL GLAZING.
S. OF THEWALL NOT REQUIRED To BE pUSTIC M
TEMPERED GLASS WITH A THICKNESS NOT To EXCEED i/a T -4,
COMPLIES VWTH THE CODE.VVHEN APPROVED ffy THE KXE'=C� =L
GLASS COMLYING VATH THECOD.WAY BE SUBSTITUTED FOR THE
INDICATED IN NOTE 97 AS PER%VTED ey THE OODE FOR EOUIVALENT
MATEJUALS OF CONSTRUCTION. <
S.V*ERETHE ROOF PANEL SPAN IS PARALLM To THE E%ISTNG W
TRANSOM JAMB 10, R E S IDEN,0 1-7 H E A D E00 A C Y 0 F T HE 0 0 S TI R G WA LL S L AV 9=Tl
c4 14*1
HE
RT I AS�4aF
APPROVAL
10.THE BEARING SYSTBA MULLIONS HAVE BEEN DESC44ED FOR LOAD
COMBINATION$R*QUIRED BY THE 1994 STANDARD WILDING CODE
I I.ALL ALUM"Ju IN CONTACT WITH DISSIMILAR MATERIALS SRALL SE
2274' PER CODE
?W I IZE)PANSKWAMa#DRSSRALLSEIVLTIKK*C4nLTrORCO(WAijEMT.THE
3.031' A WWOVAkIMAND��&W�L�VEA�MMTCz�NVALL)E(IN
CONCREM OF WS POUNDSL
13.ALL EXISTING WOOD SKALL 14AVE A MINIMUM SPECWIC GRAVITY VALUE OF
0149.
TOP TRACK / EX WDER 0 3.00' BASE EXPANDER 3.OT SILL HEADER RACEWAY CAP n12 14.SEE TADLES AM(M ON SHEET XTES4 FOR DESIGN WIND UDADS
7 (9)
4 1 205'
.757'
441
74Y .647* 197C
105
&OT HANGING RAIL LS. JAMB R.S. JAMB 106 IOT C FACIA 3,OT TRANSOM HEADER 108
4.25' WGING RAJL
1020' Aur 3-,Ssr 444' 2-40T
-:t2-771C
4.456'
Lj
ck::
Ll <
C> cl-
-06T --i
-R- cn
z -Zz
==13
WE
APFL 97
JOB"3-
-6w.—2.7
TAJ
"o,
3.W PAIN GM 20 4.25* SPUCEABLE GUTTER 201 3.00' VERTICAL RACEWAY THERMAL 4.25' C - FAC11-9 ES2
3.OT CORNER MULUID%- 109 __o 202 3T
2 or 5
R�W2�T WAtf Vtvmow JALO fli sks 4 vw*1 03"IWE A
*cxao WAC p(R QV "Ugz PER put eorfDL a v
OR SOW rofl. acrAmq
S,6 vx -'llul
&.ClllEIl.l9l'ffSPl=*rQC
ta
EUX SOE OF WALM
A=90,mk 110 WH
OP
tj
S40
D.C-T'W.
H fcaaKr U91 k
PAWL ZAPIM
CWMjon poia OffIER S660 �P. -Aa 0 -j
—n— cn:D
rkxL tCw CMCR lroc TIP. A44 VO%A%Q
S4 0 Ifaic.ix KR
ema
pxfpma Azrc # "I FWa
fj
lw wx crom wx u(JUMNS
SEE MWER ML"WIT#WVR �yl
FLU tcoa wilmw
*43aa SINIOM jue Put
ro"If pot 0
xe&WT SAL"Wa MIRWX r-ral."Mff VR-V-IL
1--"Pat
9cm faky ON WALM fu.L NOW*XV-X ORO
sw"r"va#MAL- FACMY rmo fACCWAY PMO uaw
jA"or F404uts
4 14
3X#DPOWK < I
WN
2 lalck
("IE=�.
WE OF F2 CAP UP
--1 'r- c
BAX DPMDM SM 0
SAW As 9C&%M EW44M sz a
wilm
tz,=TV
PAL few
15
v sc ir MME a)
Film%M COME"R(D
UL FIAL m9aff lo&lu
mt OR ww cow- T PIRO
RM IN Q=WOMM 0 S2 n F-If PASO
RAcEWAY M(ALE VUU"S
-5-5 OjMR ALUL ROX CLCAT-�,�, F-A,ta
- - 114 COSMIC 9c COLC U&x cas1w FUSODa sws 0 G-C.C-
CR Tw2E DOL'S SEALWT b2
r u0mim
Ma%E NOIE fZ
21 MK*3
2-04 W=SCROG 0 If
C. Q�L 10 POCIRAZE SMO
BURM WM-S-EqnL—�0 3/4'wtom
Fe sws 4
TOP k ON
ful &2,00A
ow S4 0 Cac UAX Pm(D ecntax
cw�twfcm__--"
P*a PARL *M%IM ROX CLEKT
OR UALE
Ea,ZI, :TI.iW
ROOF PARIL SPLICE
�WSE ROOF P"L/WALL ATrACflV9L---Vljl
FLU Hoaff---\ U7
"Xff
IOAM cr-
tcaff Ra 14aw FtXL
mat m -WXOl BIT cn
PM(D 4:D
3
�,AKMW 444 :2:
fe Sid 0 Fix
ONWOOM OOTM&n.-,v
fa S4
Ir VAL War Tw. r")
SID P"a Waff M"-11
gosks ISS44 143cm fa sws 4 If
TIP %X'O.0 TO V"Ro oir TVPCA fm 'Ma3f
SAL
"31 Si3w HEX j 446 orl
ngm ajAm
MALE MAU UUU"I S RAT CORWR 3TES3
BMW WALL SCCn_cm____o
TABLE "A:': BEARING WALL MULLIONS-SECTION A TABLE-6r: NON-BEARING WALL MULLION SECTION (ED
MU ON TYPE MAMMUM MULLION TYPE MAMUM �A U" ��WUIU�ON ��
N
_�D W )"'�
MA)Gk4UIA I uAmmum TRIB. MAMMUM WUWON TWir'
MUWON DET.(0 1 (D I TRIB. MULLION --bET. Q I DET. (D I I MULLION DET DET. I DEL
SPACING r— MA)MM MULLION HEIGHT WDTH SPACING MAMMUM MULLION,HOGHT I SPACING
20 PSF LIVE LOAD, 70 MPH WIND 30 PSFSNOW LOAD, 70 MPH WIND 70 MPH WIND LOAD r
1�/2'C C ll'-9' 1 ll,-g" iv-9, C/C 1 12'-0' Lj w
30 1/2
C 10. 1 11.
C 9'-3' 1��C/C _6. _9. ll'-9' 46-C/C 12'-G'- 12' 0' Z
46 C 11-3 11-V El 1 6'-4' A
56 1/2-CLC 1 10-3- 11-9 1 ll*-9' 6,-2, 56 1/2-C/C 9'-9-
1 il'-9' 11'-9- 1 1 4*-4* b5 1/2- C/C 10-8 1 12-0- 12' 0 z
20 PSF LIVE LO D, 80 MPH WIND 30 PSF SNOW LOAD, 80 MPH WIND 80 MPH WIND LOAD
30 1/2' CLC ll'-9* Il-9- 1"-9- 1 i'-o* 30 1/2-C/C ll'-9" 1 9'-4" 30 1/2*C/C 12'-0* 1�-O
46-C/C 101-01 11 9'-3' 46-C/C 9'-6' 11'-9 1 61-Ir z
46- C/C 10'-4- 12'-0' 12'-G' I-
6'-2- 56 1 2"_cl+c 8'-9* lr-r. 1 ll,-g* 1 4'-4* -A
56 1/2- C/C 9'-0- 11-9- 9'-V 12'-0' 12'-0* (n=)
0 tn
20 PSF LIVE LO D, 90 MPH WIND .30 PSF SNOW LOAD, 90 MPH WIND 90 MPH WIND LOAD oz
30 1112'C/C ll'-3' ll,-g* Il'-q' ii'-G* 0 1�2-CIC lo'-6, w-9 ii.-g-- I T-4 30 1/2' C/C ll�-10* 12'-0' 0
9'-3- 9'-3" 46' /C iv-9, 1 6*-4' 46-CLC 9--a- 12'-0- 12'-0"
C 5'
56 1/2- C/C 1 8--6- 6'-2' 56 1/2-C/ 10'�6_ 10'-9- 1 4'-4' P
20 PSF LIVE LO D, 100 MPH WIND 30 PSF SNOW LOAD, 100 MPH WIND 100 MPH WIND LOAD
-----------
lo'-O" I Ilr_9' ll'-g' I I ll'-O' 30 1/2'C/C 9'-6- 1 ll'-9' ll'-9* 1 9'-4' 30 1/2'C/C 1 16-6' 12'-0'
9. /C
i2 1&CLC _10'-� �4
46' 1 ll'-Y 1 1 9,-3* lo,-g" 6'-4- 6
56 1/2-C/C T-6- 1 9--9- 1 10-3- 1 1 6'-Z" -9. 4'-4' 6 1/-2 C/C r-9, 1()'-0" IV-4' VP
20 PSF LIVE LO D, 110�MPH WIND 30 PSF SNOW LOAD, 110 MPH WIND 110 MPH WIND LOAD 't-
30 1/2-C/C 9*-3- If-g" 11' j* ___T_
30 1/2-C/C K-9, ll'-6' 11'-9' 9-4e' 12'-T
9*-g, 10 9-6 9-9 6'-4' -9- 10-1-
46,C/C 7'-6� 3
_9* 91-0. 1 56 1/2- C/C I T-0- 9--1-
56 1/2_C/C 6'-9" 9'-0"- 1 9'- 9' e V-4' i - i__5
20 PSF SNOW LOAD, 70 MPH WIND 40 PSF SNOW LOAD, 70 MPH WIND WHERE 6'-0' WIDE DOOR OPENING OCCuRS IN A NON-BEARING WALL.
30 1/2'C/C 30 1/2'C/C 11--9, g-9, USE 80%OF HIEGHTS SHOWN IN TABLE ABOVE.
C/C 9'-3- 46-C/C 10'-6- '-9 W-9, 4'-10*
56 1/2'C/C 9'-9- ll'-9* If-9' 6--2- 56 1/2'C/C 9'-9* 11'-9' ll'-g*
20 PSF SNOW LOAD, 80 MPH WIND. 40 PSF SNOW LOAD, 80 MPH WIND
�2 1&C�C ll-6' 9' PROXCRON
"6. /C 9*-3' 46'C/C 9'-3" 1 V-9' 0 TABLE "C: TRIBUTARY 1 1
-16 1/2'C/C 5-9- 56 1/2-C/C .-g. ll*-3' - O?MG PME SPAN
20 PSF SNOW OAD, 90 MPH WIND 40 PSF SNOW LOAD, 90 MPH WIND WIDTH *
OR
30 1/2-C/C 10'-9- lo'-§�_ A In2l C/c 10'-3" Il'-9" 1 I'-g' 8-9-
9. E MAXIMUM OVERHANG
46-C/C li*-6' 9; C 8'-9' ll'-6' 1 V-9' MAXUUM
I PROXCTION O'_6" 1'-0' 1._6' 2'-0' f-6' 3'-0' 0
56 1/2-C/C 8'-0- 10'-6- ir-a- 1 6'-2- 56 1/2'C/C 8'-0" 10'-6' 11-0-
6!-0" -3'-3' S-r 4'-0' 4'-6- 0
20 PSF SNOW LOAD, 100 MPH WIND 40 PSF SNOW LOAD, 100 MPH WIND T-O" 4'-1* 4-5*
IV 9' ll*-9* 1 10'-8* 30 1/2'C/C 9'-6' 11'-9 fr-9, 8!�O" - 4'-3' 4*-7* 4'-Il* 5-4' 5-10,
C -0.
lo CL 4'-9' 5'-l' 5-4' 5*-9* 6'-3* 6*-9'
46- /C 40: iO' 3- 10'-9- 1 g'-3* 46*C C -0- IV-3' 10--g- 9. -
56 1/2-C/C I r-3- 9-6- 9-9- -.1 6'-Z- 56 1 2'C/C -t-3' T-6' 9-9' 1 IO'_O* 5,-3, 5*-7' 5-10' 6-3' 6'-8' r-2'
ll'-O* 5'-9 6'-1* 6'-4' 6'-g' r-2' T-7*
20 PSF SNOW LOAD, 110 MPH WIND 40 PSF SNOW LOAD, 110 MPH WIND ____ __T__
30 1/2"C/C 8'-9' ll'-3' V-9" 1 6;--7- _g�-10" -2' r-7- 8'-0-
30 1 L2"CLC g'-o' ll'-6' ll'-9' lo,-F- 1 9-9, 13'-0" 6.-g. r-1, 'r-1:
6' 46-C/C 7-3- 9'-6- 9'-9- 4'-10* T-8' 8'-l' a-5'
14'-0" r-3" T-7* 7'-10* 8-2* 8'-6' B*-W
56 1/2"C/C 6'-9- 3' 9' 9'-0' 6--2- 56 1/2-C/C 6'-9" 8'-9- 9*-0" 3-2'
-9 8'-1' 8!-4' 8-8" 9'-0' 9'-4-
8'-3 8-6' 8'-10' T-2' 9*-6" 9'-io*
IT-O" — 9'-0' 9-4' 9--g- 10'-0- 10'-4'
18,-0, — — 10'-2* 10'-5" lo'-Io
19'-0" — — — — -— ll*-3'
SEE TABLE"D'FOR PANEL SPANS AND OVERHANG LIMITATIOla
V)
m
TABLE "Y': MAXIMUM ROOF
PANEL SPANS*
DESIGN PANEL DESIGNATION TABLE "E": BEARING WALL EXPANDER - MAXIMUM ALLOWABLE TRIBUTARY WIDFH
LOAD TI-3-23-32 — CD (n
20 PT EXPANDER MA)L DESIGN LOAD (S) — >-
LM LOAD 15'-6" TYPE MULLION 20 PSF -11 PIF 40 PSF 70 MPH 80 wp 90 MPH 100 MPH —110 ul
MPH rli
20 PSF 14�-8` SPACING LIVE/SNOW SNOW SNOW WIND- WIND- WIND- -_MND. WIND-
SNOW LOAD ll'-O' - 1,1-0 — 1
30 PSF 30 1/2-C/C W-0, 9'-4' B.-g. lvlo�-—w-oo DAM
_2!lw_Lll'a 12*-1" DETAIL A-K 97
40 1`7 10'-7' @ 46-C/C
SPM LOAD 91- 6'-4' 4'-10' 970M
1 15*-6' 56 1/2-C/C 6'-2- 4- . :=-O-=r:_If-0_ 1-6-1
.9- 4 X-2' TAJ
L_�t� I I- - - I L)RQ NG_
MA)Gmum PANEL OVERHANG IS 3'-0 3TES4
4 OF 5 1
PLA=SP$,CM 1I3Mjj3VtCy&-_ SLDE V(M 13 M mX po%nW Am a"
".0"J4EAO 'It VERTICAL SAS�f WN 80TH K4M LET*Wj Le%*�f MU.,,;
Pl:R D4D.QSLJVC S/I=aIDE lK BOTIOld TOWARDS TW XWE 01�IW ElfOA%QE to"VE
TIP.EACH DO NSERT WILE COKM#JM 10 KILL IKWARDL
AT TOP
Lj
4443 Pat CL
040-09JFtE _6
INSERT MTK Sm 2: x
WJON 04SERtS.SEE DRAWY4CS Aw PER
S01ED&E 9110W POR D4CLODurt
EXAOCSIONS 3
DRA",ICS
co�mqjon ODNT�
W-Alla WAIIER
Ir Ilta MAX SLOE SRVSFi ALL V)=p
BRUSH ALL
MIPM aASS ARajt&-TYP.
SJOE
—VUDC.'LLY A&USIABLE te emll'Aian POLYWM
KMO.ES CHLOFdX"SC C40RD
tg Poov TYP.Au Asaimu
CONTr9jous
WEATKR
OPUDi All I/r SIM MAX 4
ARO(Al*-TYP. TElfilm a_Am
ell
A,
J Ww"SILL AUMABLE R31R
PR DCLORK ssmca V/oix
TYPICAL EkCH 1240
At sormw
HORIZONTAL SECTION nB
,X.ATM LABEL-PR IABC SECTM
24M CH EACti foC OF a-ASS
VERTICAL SECTION A
ASSEMBLED WINDOW ELEVATION
GENERAL REQUIREMENTS AND CONDITION
I. 'IEWERED Q_4SS C&'MT OXCED QM 14CH K*#ONM A
I IDIPM QLASS siaJECt TO"AIM IMPACT COMPLIES*114 SMT&I 240r,
CLk&C VERTICAL SASH PER I TEMPERED 0-ASS PISTALLED IN AWAS NTH L49C WO SFM6 OF 80 WN
APO GREATER COWPLJES WTH AWA LUTA.11ONS OF LeC SECTIM 2403 N
7 RCiYOW 100 FORCES JLND IS SE"WIED N ACOO;MANX NTH UBC SECTM 2404.
4. Itf OLASS KSEMT ASSEIABLY IS READILY RUMARLIE
HOTCK vmu�k SA94
TIP. WINDOW SCHEDULE - TEMPERED GLASS
A SI14XTURJL *tSLRT V(SERT
iaCta
fS SUS Tft NIMTr&SASH 1.409' ZARVAT Iff CUSS
—------------- INTO CDM SCFEW OUSE I
AT HOFJ=TrAL SASK 44S C/C 22S' Slr 2a.7s,�4113' 14-V 4L5" sr
'V C/C IS.V 51' 135 49-Ir S-5f 27S 5f
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HORIZONTAL SASH
TYPICAL aA-SH
CONN
TO SASH ECTION V-1
_w _xw. 307'
TIP. cn
EA I—
lp I A
LLA
La
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LS
20
w
DAIL.
APRIL 97
USIE FOR MEM Q_AM 0_421K AT USE FOR ADMIC QLA�AT m DO NO use FOR IDAPM a-ASS QL�XT USE M ACV3LC QJZtC At M 80 AM tISE FOR TOVERED CLASS OLAZW AT ux fDR ACIMC a.AZK AT 7Q.30 NO
80 WK 00 90 MPH IM SEE DETAIL 90 W"00 AM WERED C-ASS QAZM 80 MPH AND 90 MPH Ma ST DETAIL 90 WN KW 00]DAPERED GLASS O-AZW4 aO MPH A4D 90 WK KQ SEE DETAIL im Ra:
90 MPH*0 AND MFD-MASS CLA� 27azg
AT R017 FOR toblENSIONS NOT SIDYK AX 70 WK WID. AT FJQHT FOR DIMEICSIORS NOT SFtD*L AT 70 w""a AT WIT FOR DLOC20NS Not S"DWL AT 70 M Wa NRIN—et
I.J.
CENTER SASH n2 OUTSIDE SASH Noz
OUTSIDE SASH 3TES5
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3
Small Additions,Renovations&Building Systems Department of Community Affairs
Complian;with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by-the use of I Form=600C-91 14 d4lions of 600 square feet or few,site-installed components
9_,"
of manufactured homes,and renovations to single and multifamily residences. Alternative methods are pro�� 4se on6doB-97 or 60OA-97.
-160 1
PROJECT NAME.- BUIL60
'ECT NAM
S�
AND ADDRESS: L I ERM CLTMATe-
hill j OFFICT 102n3m
:E: ZONE:
OWNEF. PERMITNO.1 I I I I I I J I JU I RISDICTION NO.:
SMALL ADDITf0N8T(nMTING R SIDENCES t600'9quare-ieet or liss of conditioned area). Prescriptive requirements 1111 as 6C-1,60-2 and 6C-3 apply only to the
'Tt le
components of the addition,not to th- xisting bulldlng� Space heating,tooling,and water heating equipment efficiency levels must be met only when equipment is installed
specifically to serve the addition or Is b Ing installed In conjunction with this addition construction. Components separating unconditioned spaces from conditioned spaces must
meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than,301/.of the assessed value of thebuilding).
Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Onlysile-
Installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete now systern is installed. Plelase Print CK
I. Renovation(JSA�New System or Manufactured Home i
2. Single family detached or Multifamily attached 2. r=
3. If Multifarnily-No.of units covered by this submission
4. Conditioned floor area (sq.ft.) 4.
5. Predominant eave overhang (ft.) 5.
6. Glass area and type: Single Pane
a. Clear glass 6a. sq.!ft. ft.
b. Tint,film or solar screen 6b. sq..ft. sq. ft.
7. Percentage of glass to floor area 7. 0%
8. Floor type and insulation:
a. Slab-on-grade(R-value) ft. R= lin. ft.
b. Wood, raised(R-value) 8b. R= sq.ft,
c. Wood,common (R-value) 8C. R= sq.ft.
d. Concrete, raised (R-value) 8d. R= sq.ft.
e. Concrete, common (R-value) se. R= sq.ft.
9. Wall type and insulation:
a. Exterior:
LX0tUXAuaCLM sq.ft.
1. Masonry(Insulation R-value) Sa-1 R=
2. Wood frame (Insulation R-value) ga-2 R= sq.ft.
b. Adjacent:
1. Masonry(Insulation R-value) 9b-1 R= sq.ft.
2. Wood frame (insulation R-value) 9b-2 R= sq.ft.
C. Marriage Walls of Multiple Units* (Yes/No) 9c
10. Ceiling type and insulation: sq.ft.
a. Under attic (insulation R-value)' 10a. R= 5,0 -/-A
b. Single assembly(Insulation R-value) 1 Ob. R= sq.ft.
11. Cooling system*
(Types:central,room unit,package terminal A.C.,gas,existing,none) 11. Type
SEIEEHO�
12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type:
gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE:
13. Air Distribution System*:
a. Backflow damper or single package systems* (Yes/No) 13a.
b. Ducts on marriage walls adequately sealed* (Yes/No) 13b.
14. Hot water system: 14. Type: I
(Types:elec.,natural gas,other,existing,none) . EF:
Pertaiins to manufactured homes with site installed components.
I hereby certlfK the the d specifications covered by the calculation arelin Review of plans and specifications covered by this calculation indicates compliance
compliance wit th with the Florida Energy Code. Before cOnstniction is completed this building will be
de#A JA OA 19 inspected for compliance in accordance with Section 553.908,KS.
the jalulaon are in Re
insi
PREPARED BY: DA C tH
I here bui di in com I W" the Florida Energy Code. ILDING OFFICIAL:
A r, TE-
OVVNE AGENT:
Climate Zoqes 1 2 3
TABLE 6C.1: PRESCRIPTIVE REGUIREMENTS FOR SMALL ADDITIONS(60 Sq.Ft and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES.
MINIMUM INSULATION MINIMUM INSTALLED
COMPONENT INSULATION INSTAL 0 EQUIPMENT EFFICIENCY EFFICIENCY
Concrete R-7 Central A/C-Split SEER 10.0 SEES
co Frame,2'x 4 R-1 I
Frame,2'x 6' &0 z -Single Pkg. SEER 9 S
R-19 :3
Common,Frame R-11 Room unit or PTAC EER
J
Common,Masonry R-3 �k Aa))
Electric Resistance ANY
Under Attic R-30
(n Single Assembly;Enclosed Heat pump-Split HSPF 6.8 HSPF
(9 z
z Frame R-19 Single Pkg. H;VPF 6.6 S
n Metal Pans R-13
W Room unit or PTHP
0 Single Assembly;Open R-10 LU
Common,Frame R-11 ff C
OP S
S
0 Gas,natural or propane /AF L_,,/78 C P
cc Slab-on-grade No Minimum -T:7- (n AFV
Raised Wood R-19 Fuel Oil U = .78 AFUE
8 Raised Concrete R-7
Common,Frame A-11 er Electric Resistance EF = .88 EF
TIn unconditioned space R-6 I U t M Gas; Natural or L.P. EF = .54 EF =
In conditioned space No minimum Fuel Oil EF = .54 EF =
TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS ARRASIRUDITIONS ONLY See Table 6-3,6-7
Maximum percentage glass to floor area allowed Is selected by/Ap,,`c_ rhang IeNgth,and shading coefficient. Ma)dmum% Installed%
GLASS TYPE,OV RHANG,AND?,�MING COEFFICI T REQUIRED FOR G
,�ATS PF_"TAGE ALLOWED
UP TO 20% U?[T0 no% UP Tq,40- UP TO 50%
Single Double Single// Double Single Double. Single Double
OH-SC OH-SC OH-Sk I OH-SC -SO 'bH-SC OH-SC
OH H �e
1'-1.0 O'_.90 2'- 1,-.90 3'-.90
0'-.86 1'_. 0'-.70 NOT l'-.70 )NOT 2'-.70
O_ ALLOWED LOWED
0'-.40
SHGC or SC may be obtained from the manuLlurer. Single clear 1.0,double clear SA..90,a ngl I efintSC=.86. SHGC+.87=SC
fTABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PAC_bM%9'
COMPONENTS - SECTION REOUIREMENTS CHE
Exterior Joints&Cracks 606.1 To be caulked,gasketed,weather-stripped or otherwise sealed.
Exterior Windows&Door* 606.1 Max.0.3 cfm/sq.ft.window area;.5 cfm/sq.fl.door area.
Sole&Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed.
Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives allowed).
Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors.
Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion
devices with Integral exhaust ductwork.
Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air,
Heating except for direct vent appliances.
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12, Switch or clearly marked circuit breaker(electric)
or cutoff(gas) ust be provided. External or built-in heat trap required.
Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a
Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 78%.
Hot Water Pipes 612.1 Insulation is required for hot water circulating systems(including heat recovery units). L
Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 7
HVAC Duct 610.1 All ducts,fittings,mechanical equipmentand plenum chambers shall be mechanically attached,
Construction, sealed,Insulated and installed In accordance with the criteria of Section 610.1. Ducts in attics must be
Insulation&Installation insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
GENERAL DIRECTIONS:
1. On Table 6C-1 Indicate the R-valueof the insulation being added to each component and the efficiency levels of the equipment being installed.All R-values and efficiencies installed must meet orexceed the mirdmum values
listed. Components and equipment neither being added nor renovated may be left blank.
2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floff area In Me addition as follows.Total the arm of all glass windows,sliding glass doors and glass door panels. Double the area of alI non-
vertical root glass and add it to the previous total.When glass In existing exterior walls Is being removed or enclosed by the addition,an amount equal to ft total area of this glass may be subtracted from the total glass area.
Divide the adjusted glass area total by the conditioned floor area of the addition.Multiply by 100 to got the percent.Find the largest glass percentage under which your calculated percentage falls on Table 6C-2.Prescriptives
are given by the We of glass(Single or Double pane)and the overhang(OH)paired with a shading coefficient(SC). For a given glass type and overhang,the minimum shading coefficient allowed Is specified,Actual glass
windows and doors previously In the exterior walls of the house and being reinstalled In the addition do not have to comply with the overhang and shading coefficient requirements on Table 6C-2.AD new glass in the addition
must meet the requirement for one of the options in the glass percentage category you indicated.The overhang(OH)distance Is measured perpendicularly from the face of the glass to a point directly under the outermost edge
of the overhang.
3. RENOVATIONS ONLY.Replacement glass needs to meet the following requirements.Any glass type and shading coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest
edge does not extend further than 8 feet from the overhang.Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane dear or double-pane tinted.
4. BUILDING SYSTEMS.Comply when now system is installed for system installed.
S. Complete the Intormatim requested on the top half of page 1.
6. Read'Minimum Requirements for Small Additions and Renovations",Table 603,and check all applicable items.
7. Read,sip and date the'Owner/AgenC certification statement on page 1.
-2-
LAN
ORI
OF
ADDITIONS or CORkECTIONS
DO NOT REMOVE
0 DDRESS DATE
.4 1?- - �'(IT-t-&C%4,401K IEST rfir- Y 7-;Z X-P
THIS JOB HAS NOT BEEN COMPLETED
ThIeffotlowitIng additions or corrections shall be made before
the job will be accepted
A h_ -"rty 7-o 6 dwo �Azfzeoz-4
(D CA
�2 4"7 Aj 6 T— g2 S 7-4,6
V
-2_4�6 A YM2�: 0 6A a(sy ub u 1a)(x r2b-&�
REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been PLUMBING
made, call 247-5826, Building Depart-
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
BL
p.m. Monday through Friday. D _zzhY20
CITY OF
Bww.4-O;k"
Office of Building Official
REQUEST FOR INSPECTION
Permit No.
DatV;�—/9 —�; ---
Time A.IV
Received PM*1
V
J Job Ad ess L cality
ob Ad ess
Owner's
Name F-6 14
Contr3ctor
BUILDING CONCRETE ELECTRICAL PWMBING MECHANICAL
Framing Footing Rough Wiring Rough Air Gond.
Re Rooting Slab Temp Pole
Top Out Heating
Insulation /—I— Lintel Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
Tues,
Wed, Thurs. Friday
49*/ A.M.
Inspection Made -15 P.M.
lnspt�clor Final Inspection
Certificate of Occupancy
Date
7-7
AA
(Urfift-rate of wrruvanru
Tity'af
Aflunfir iltur4 — Nlariba
Department of Nuffbing Inspation
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following.
UseClassification—1072�Little Cypress Key Bldg. Permit No. 11956 —
Groupk-cf-X�A-Mg— Type Construction tnhS FireDistrict Atlantic Beach, FL 3223
Owner of Building Pulte Rome Corp. Address 8081 Phillips Highwax,,#14
jacl-sorrvi'le, FL 32256
BuildingAddres 1072 Little Cypress J&**y Atianticleach, FL 32233
By: DON C. FOU
Building Officied Date:
I
POST IN A CONSPICUOUS PLACE
..................
GITY OF
4&aa4c B6WA-4;"
Office of Building Official
REQUEST FOR INSPECTION
Date— Permit No.
Time /JA.M.
Received
Job Address Locality
Owner's 4
Name Contractor
CB?UILDING
CONCRETE ELECTRICAL PWMBING MECHANICAL
Framing Footing r- Rough Wiring Rough Air Cond.&
Re Roofing Slab
Temp Pole E Top Out E Heating
Insulation Lintel Ell Final Sewer D Fire Place
Pre Fab
ZlYL4�j4--<), READY FOR INSPECTIOP---_,
Mon. Tues. Wed. Thurs. Frida
y
A.M.
Inspection Made A —P.M.
Inspector Final Inspection C
Certificate Of Occupancy
Date
CD
C�
VIA
0�
I%D
ID
0
0 CD
10
ID
co
210, 96 WED 16'-14 FAX 904 733 71733 PULTE JACKSONVILLE z ool
'*11\MAP SHOMNG 11150 DARY SURVEY OF
LOT 115ti, AS S ON MAP OF
SELVA LNICES U T THREE
I MIEN
AS RECORDPO IN PLAT BOCW 44, PAGES 60 THROUGH j OF 7THE C\U T PUBLIC RECORDS OF DUVAL CCXMTY. FLORIDA.
FOR: SHAFf!ER AND SONS ENARPRISES -
BEARING REFrRENCE. W-AIRING $NO" ON RICHT—OF—WAY L,NL HEREON IS TME SAME AS SHOW ON THE ABOVE MENTIONED PLAT.
F AArOWN TAW.' 1'134?).4A10 RAIIWA? $00,0CI-le MfflM 0.#rVV Vof 1U.9
A
UVPLIAM4 APICA OF SECTION 17,
TOINSHM. 2 SOUTH. RANGE 29 EAST
11457"53'36"E I-L nw 10.0 Mw
SELVA LAKES
UNIT TWO — rid
PLAT BCOK 43,
PGS. 60 — 608
LOT 90
*4t- Ilk,
3t
Aw
Q vk
w
Q)�5
z
AIR
iz
50.0
%
04 C 7'2'51
N 'r
19,95
iz LZ PSI
+41
L r
11"ILE CYPRESS
CUL—DE—SAC
NO V 2 0 19%
Building and Zoning
Fe--1 -0c, mdyf., Aer/A/g 4" MAW W,
I HEMY =7*Y THAT THIS SURVEY. PERFORME0 UNVr,RMY RESPONSOLE 01RECTIO14 MUTS rmt LEGEND
MIMMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCOODANCE NTH CHAPTER 61017-6. FLOPJDA
AOMINISTRATIVE CME (PURSUANT TO SECTIOW 472.027. FLORIDA STATUTES)� AND FURTHER CERTIFY THAT
SE' ON
THCRE ARE t4O V09LE ENCROACHMENTS UPON THE "JECT PRtIPERTY CXCEPT AS SHOWN. I IR � - a
0.�- 3 MDM PEsTjmrr-.O% N,
C*#TRAL ANI;*-r
FLOW MWICAM Tiiv LCIT S&CIWN HCREON t$' w FLOOD CLARSON Ako AS=A7M INC. f? RAM$
ZONE �,X. AS SHOWN ON THE FL000 1NSL1'.RANCE RATE 1643 NALDO AVr,, mCKSONVILLt, rt. 32207; A Aft LtWt;1H
k4AP. COMMUNITY PANEL NO. 1�0075 0001D , DAT�ED 8-15 8�4. C4 cwft
P C, PJswl OF wAvkruA
p 7 POW (* 'rANGM'-f
p R^- POW or or-wlt% r-%44 A.
SURVEYED 1995. PON, 0$ cc4WOUNO W"t
p C-C
M, F"C!
R" Rt(>47-Of-WAY
SCALE:--JLZ---ZQ—' REGiSTFRE.0 SURVE" NO. 2361. PLOR10A 0 Rv. OfflOAL QECOPDS
FIELO BOOK 5�37 PAGE JOSE A. HILL
5z
CITY OF
4daake BemA-I&
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time -AX.
Received n RM. Ll
Job Address Locality
Owner's / I #
Name EC14 �tor
BUILDING CONCRET'111::: ELE RICA� PLUMBING MECHANICAL
Framing El Footing 0 Rough Wiring U3 Rough L� Air Cond.&
Re Roofing D Slab El Temp Pole L-1 Top Out E Heating
Lintel 0 Final Sewer El Fire Place
Insulation 1-1 6�7 /4 Pre Fab
RE��AklkrE�ION
Friday P.M.
Mon. Tues. Wed.
cl- A.M.
Inspection Made Rlvl�
Inspector— Final Inspection D
Certificate of Occupancy ED
Date
CITY OF
4&odw BeWA-I&".
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time
Received c2�-, R
ity,
Job Address
Owner's
Name Contractor
BUILDING (LCONCRETE-
ELECTRICAL PLUMBING MECHANICAL
Framing Footino Rough Wiring Rough Air Cond.&
Re Roofing Slab Temp Pole E Top Out Heating
Insulation Linlei Final E-- Sewer E Fire Place
Pre Fab
READY R INSPECTION
Mon. Wed. Thurs. Friday
Inspection Made
—RM.
Final Inspection I
Certificate of Occupancy
Date
DATE :
FRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
.,:jJ WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
"'HE FOLLOWING FINAL 1NSPECTION (S) HAVE BEEN MADE AND ARE
,-"ATISFACTORY :
-----------------
----------------------------------------------------
-----------------
f�nclosed are the blue copies of the permits.
--51 2NC 'R E L Y
BUILDING INSPECTION DIVISION
FILE
CITY OF
4&4ft&. BW04
Office of Building Official
REQUEST FOR INSPECTI
7- Permit No.
Date
Time AO-
Received -5
J o Address Locality
b
Owner's
Z
'BUILD�ING �� CONCRETE ELECTRICAL PWMBING MECHANICAL
U -�N�eQ�o ffl01r#%x
=-,Wning Footing �ugh Air
R
Re oofing F-11 Slab Temp Pole --'C Top Out Heating
Insulation 10 Lintel 0, Final D Sewer C, Fire Place
Pro Fab
READY FOR INSPECTION
Mon. Tues. Wed. Friday
A.M.
Inspection Made --PM.
Inspector- Final Inspection G
---C-eRTM=e of Occupancy I
Date
TRANSMITTAL DOCUMENT FOR JEA
DATE:
The following permits have passed "rough" inspection:
Permit No. Address
/0
Please update
your records accordingly.
C�h-
LDI
CLERK
I 1�:� G 1
CITY OF ATLANTIC BEACH
/vcb
LAN
C")
0 R
OF
ADDITIONS or CORRECTIONS ,,
DO NOT REMOVE
JOB ADDRESS DATE
oo
le 9,47
THIS JOB HAS 1166T BEEN COMOLETED
The following additions or corrections shall be made before
A the job will be accepted
ZZ,tog-Z �2 Ileez" a4u�
V
L,--r$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday. I 'Y
00 1
bkPARITUM Of MOM
C#At,LAWIC H
'CITY
7!
'PERMIT L0tkrlo� I XPOMT I ON
0 cypt Z' K&
Peermi er. Address: 1 Z' LTTTLZ,
-C ,BZACH, -31,11
Perini t Type OLUMS146 ATLANTI FILORIMA 3'2 23,
ork Ntv, ------
`Cl�ass of N -*- , Lt(;AL Denpulpt,10N,
L Twp-*.
constr T�PeIIWOM Block,: ot :
Section-, S
osed tlti.v
prop P"�Op$
1 . 1 1 1 1 e ion:,SELVX LAK26
0*4011 incO subdivis'
:E$ �',0 .00
r ov. ' C6$"'t
"Tot a pe, �67�,. 60
Amount, .5,0
J
lull in Smoky
ION
AP#,L1CAT,,1ON FiLv$
H0194VT-
4
U 'I D, 2 ',
DON, NO
ri
32,210
L'i zxp. ,
NMM AU mRms Ato f;w-nmes MMT OE 01SPOCTO BEF601f.POURM
'RMIi:VOI0$1XM0NtH$.AFTb,, DMOF
1�
DEBRI FACNITHIS
::�ou'lwl.!Ii�GMATERLA,L$�,,FIUBM$HW S WORK MUSf NOT SePLACED IN PUBLI
CZR4CE,MpMUST BE,
CLEARED UP AN�R H"ED
'EIT"E
R CONTAACTOIq OR OWNER
fk-'
EN LAW, -0 44
'0 THE
ul
LUM MECHANt,
TWICtFOATH
�-AGCORDIN
010
�AOOAQVEO�PLANS WHICH ARE.PART OF THIS PERMITAND
;A !,P. 8
'': OF�LAW.�'
OF AP t 11 �I
E
OU ING09%,
o4 Rw, �E N T
oLAwra w.Ac tLb
.41 1
77777�
mow
44,
1A
CITY OF ATLANTIC BRACH
APPLICATION TOR PLUMBING PERMIT
JOB LOCATION:
OWNER OF PROPERTY:
BUILDING CONTRACTOR:..
t/ All
PLUMBING CONTRACTOR DON HARRIS PLUMBING rn
AND ADDRESS: P. 0. BOX 14668
TELEPHONE NUMBER: (904) 772-0900 C F C - 0 19 19 4
STATE LICENSE NO:
TYPE OF BUILDING: jt�
TYPE OF WORK*.
HOW MANY Or THE FOLLOWING FIXTURES INSTALLED
-SINKS 'SHOWERS
-LAVATORY WATER HEATERS
2-BATH, TUBS 'DISHWASHERS
URINALS DISPOSALS
CLOSETS /_WASHING MACHINE
-FLOOR DRAIN3 SHOWER PANS
TOTAL FUTURE COUNT:__'J�5 x $3.50 + $15.00 a $
----- --------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT ZDITION'OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE tNSPZCTION8 (904) 247-5826
,p
ENT
bEPAF" OF,sulm"a
CITY OF ATLAWIC BEACH
4
7
I Not
Addres' I itsm KEY
C pl-
'A
el,
P Type ATLAXTIC CR PLO 'WA
122331
LEGAL MOMIPTILION,
W4k 14,00",
0 B 1 ock:
Twp
Propos*4 ft,e:TO4v'#6uslr Section: 0 Siibd��.� C 0
ELV
LAKES,
11 Dwel I ings subdivision:S
'S'st." V4 io'-00
"t- 80.,00
*prov.
Total ,rees.. 1`448�10 78
48,,78
V
14sr 18 RAVON ,1277,
T W PER PLAN$
OWNROM
ON
s1sla 'H IT S-3n,00
AY
R ikiP
710.00
22,5 20 0
-AIDA,, 3
R p Q N CAD Val
A 0�13
:1, ONE 'CAP11TAL I kPigove ' 325 00' '
s
p 0..........
lop-ps'S''CONNECT ION 3 5 00, j
0
Exp: MPACT FEE 00
CONSTiSURORAROX
.75
'SCRAMOZ *Tt.,BCH. '0.64
"77777777
n
IF
4
7
INSPECTrID,
WMANDFOO'"NOSUM
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11 W4k E AAT OFTHIS�P"110
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CITY OF
.IROPERTY DESCRIPTION
't*ea.-r&'C
800 SEMINOLE ROAD
-,D'
Block 0 Section # IC BEACH,FLORID,'%32233-544;
LO -------- .......
NE(904)247-5800
ELEPHON
1996 FAX(904)247-5805
5ubdivision - ------------
5treet N ding aq�,Z"�ijjg,, OF wORK
amL
or Address:-/-Ou�?----- --
If in-NPOD HAZer
X11
Plcod Zone:--------------area complete page 3. Brief Single Family Dwelling
Description:........................
Class of Work:
(New/Remodel/Addition)
ZONING INFORMATION
Type of
Construction: -----------
_7on i n g Proposed
District: PUD.....Use%JLLTia F am i i s i d e n c e Estimated V alue S-------------------
E:xceptiona or Materials: -Pine i
Variances Granted3-------------------------
Solid or
Filled
Ground i_.Fi1jed......Root:_a1ajUgja&__
OWNER INFORMATION
Method of Hvat1ng:__EjQQtrja--------
Property Ovneri 733-7300
_tjjL)j�Ej..S��ida Clasgic Homes ...... phone3
Hailing
Address------ ----------------
Jacksonville, Fl. Zip:__ 32256
- ------------------- ------
CONTRACTOR INFORMATION
Contractor:-Zqr t h Florida Classic Homes Phone: 733-7300
------------ -- ---------
Mailing
Addregs I
,11,,W------------------------
--- JadksonviLLq?_Fl............................. zip:_32256
Expir;-tl-on----------
License Number:_ CRC042504 .............................. Date: 8-96
--------------
r HERC:Y,CERTxrY THAT I HAVE READ AND EXAMIXED THIS APPLICATION AND KNOW THE SAME TO St TRUE
A04D CO a CT. ALL PROVISIONS OF THE LAWS AND OROXNAMCES GOVERNING THIS TYPE OF WORK WILL OC
COMPLIED WITH. WHETHCR SPECIFIED HEREIN OR MOT. TUC GRANTING OF A PERMIT DOES NOT PRESUMr TO
GIVE AUTHORITY TO VZOLATS 08 CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RULES.
REGULATIONS, ORDINANCE% OR LAWS IN ANY MANNER, INCLUDING THE GOVERNINO OF COJISTRUCTIOt4 ng Tftf-
PERFORMANCE OF CONSTRUCTION Or THE PROJECT. I UNDERSTAND THAT THE ISSUANCE Of TUIS PERMIT IS
CONTIHOENT UPON THC ASOVE INFORMATION BEINO TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTINO
DATA HAVE BEEN OR SHALL OC PROVIDED AS REQUIRED.
Owner Signature te--
- -------------
Contractor Si tu te
CITY OF ATLANTIC BEACH
TREE REMOVAL APPLICATION
All a2l2liggigl3a Must be received by 6 P.M. on the MQNDAXprior to thq grbeduled
Mggting In order to be 2IwAd Qn the ggenda for conside tion. INCOMPLETE
8f!E!LICATIONS WIL NOT flE PROCESSED.
APPLICANT NAME ADDRESS TEL@PHONS
2. L�n"T;�-- Ll H CuXess
ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL
3. DESCRIBE PURPOSE OF TREE REMOVAL:�I& A6,S.— bl�d .0a d
r. C) I
4. SP�CIFY TREES PROPOSED FOR REM�/AL A§`FOLLOWS:
NUMBER SPECIES DIAMETER (DSH) CONDITION
aL
5. TOTAL NUMBER OF TREES TO BE REMOVED:
6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED:
7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS:
4'
NUMBER SPECIES DIAMETER (DBH)
I n-7 1 40 nki nm I I T )
S. ATTACH SITE PLAN INDICATING THE FOLLOWING:
a) Site topography, Including proposed grade changes
b) Existing and proposed buildings and other improvements Wth dimensions and
required setbacks
c) Tree protection zones as applicable
d) Location, DBH and species of all trees vAth a DBH of six Inches or greater
a) Location, DSH and species of all trees vAth DBH of less than six Inches
proposed to be used for mitigation
f) Specify trees of unique or special character
g) Each tree proposed for removal clearly marked vAth a ")C
h) All existing and new trees proposed to be used for mitigation clearly marked
vAth brackets '[ I-
1) Location of utilities, easementsand material storage areas
9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE
BYJM SURVEYORS RIBBON.
10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUS BE
CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON.
11. INCOMELETE APPLICATIONS WILL NQ1 BE 2ROCESSED.
I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE
11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES
OF THE CITY OF ATLANTIC BEACH:
rOCANTS SIGNATURE DATE
j, '7
ERSSIGNATURE DATE
APPROVED - I'j V,&0
R
NA 14 11
TREE CONSE B RMAN DATE
4
I Aw 17PW IlTn
11Y HHLL HTL BCH TEL No . 2475805 Rpr 3 , 95 15 :31 No -010 P .02
FL=DPLAIM 06VELOPMERr 21WOMIAirsop
Type of Devvlop"Ients�-----------
Flood Zones
R*Rulrwd Lowest Irloor
Xf building Is located vAthin a Arlepod hazard mono, a survor P aw"t
be �Ksdv AFTER r"It GLAS HAS stem POURED, c*rt19yIng that the
LOwEsr FLOOR gLavirion Is equal to or above the boo& Sl000
elevation wotablished gar that none.
No final Inspectlon *ILL& bo mode and no cartAgloote, of occupancy
will be Swoued until the purvey to an -,99je' with the buildAna
Department.
Applicant - AcknovIedgesents 2 uftdorstand that the losuence ag
this permit Am aostAftoWnt Upcm% the above Antormatton boing
corredt and that the P40as MW suppow &no data have $won or WheAg
be provided as required* X egroo, 46o emWAV w1th *AA applicable
prowAssm"M 09 01rdliftslioW Has SM-7-AS and all other Love or
ordl.nances w9fectIng the proposed dovolopmont.
Date------- ...... .AppItaost's SAGnatura,
Department Use
Roqw1red Lowest IPI00V x2evotAoft
^0 DuAlt Lowest 1PAeor Irawwatloa
Survey riled with Suilding D*vartownt ...........
----------- ------
Sulldlng DaPartment ftwpremeat&tjvo
peou
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
,Lddress /--(TT --C�(etek S,5 A-) E
Date -96 /S�,j 0
Heated Sauare Footage 4'i9ft per sq -1`1 t = "7 5 7
Garage/Shed z� = S ;2 o
I —(a $ per S�q L ,-
Carport/Porch _j13 8 13�00 per sq f
Deck per sq ft
per sa ft
Patio
TOTAL VALUAT-10N' : 8 79 , 6 P0
,v6o,o 0
ZO, 6yo - --- .5-
T6tal Valuation ist Coo
--20 z &gPO Wq, 0 6 q___
Remaining Value $Y. per thousand
or portion thereof
TOTAL BUILDING FEE .3
+ 1/12 Filing Fee $ 1-7
( ( ) Fireplaces @ $15 . 00 /5-100
BUILDING PERMIT FEE 5-3 t 6 0
WATER IMPACT FEE
SEWER IMPACT FEE
WATER METER/TAP 00
CAPIT7iL IMPROVEMENT
SEWER TRF IS
( (AV� RADON (HRS) . 0050 7
SECTION H. PAVING
HYDRAULIC SHARES
CROSS CONNECTION 2 511 Cb
(I;L-4T) SURCHARGE . 0050 S
�,17
OTHER $
GRAND TOTAL DUE
ADDITIONAL PERMITS OR FEES : Mechanical P1 w-nbinci--.----.--
Electric/New Electrlc/Temp : Swimminqpool
Septic Tank Well
Sign___Finish Floor Elevation
Survey Other
CALCULATIONS and/or NOTES :
CITY OF ATLANTIC BEACH
Fixture Unit Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR
EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH (8)
TUB OR SHOWER STALL (6) 2-
WATER CLOSET
2- WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
C) BATHTUA/SHOWER (2) URINAL WALL LIP (4)
—L—SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2)
LAVATORY (1) 2- COMBINATION SINK AND TRAY (3)
WASHING MACHINE (3) POT. SCULLERY SINK (4)
DISHWASHER (2) Z- WASH SINK EACH SET OF
r 9 4-rz— FAUCETS (2)
_JkL_KITCHEN SINK (2) DENTAL LAVATORY (1)
_�ITCHZN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
:t:BIDET- URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH
b FOOD DISPOS. (4)
URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2)
BLOWOUT (2)
LAVATORY, BARBERAEAUTY JCE MAKER (1/2)
SHOP (2)
SURGEONS SINK (3) LAVATORY, SURGEONS (2)
JACUZZI (2) C-/IURINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS__3_f 5 $20.00 EACH $_ 00
JOB INFORMATION 2- ttz s
INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLTST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CRECE
PRACTICE #1 606 , 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES .
------------------------------- ------------------------------------------------
Wind=,; 606 . 1 Maximum of 0 , 34 CFM per linear fact of operable sa&-,
crack ( includes sliding glass doors) .
------------------------------ ------ ---------------------------------------------
Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq . ft . of door area: solid
Adjacent Doors car, , wood pancE , insulaLed or glass doors only.
--------------------------------- --- -------------------------------------------
Exterior Joints 606 , 1 To be caulked , gasketed . weaLher-stpipped or other-
& C racks wise sealed .
------------------------------------------------------------------------------
PRACTICE 02 606 , 1 - COMPLY WITH PRACTICE #1 AND THE FOLLOWrNG:
-------- ----------------------- -------------- ----------- --------------------------
Exterior Walls 606 . 1 Top plate penetrations sealed , Infiltration barrier
& Flours installed . Sole pIaLe/floor joint caulked or sealed .
---------------------------------------------------------------------------------
Exterior Walls 606 . 1 Penetrations , joints and cracks on interior surface
k Ceilings caulked , sealed or gasketed .
----------- ----------- -------- --------- -----------------------------------------
DuctWork 606 . 1 Ductwork in unconditioned space must be sealed.
------------------------------------ -------------------------------------------
Fireplaces 606 , 1 Equipped with outside combustion air, doors and flue
dampers .
--------------------------------------------------------------------------------
Exhaust Fani 606 . 1 Equipped with dampers . Combustion devices sea
606 , 1 . A. 2 .
--------------------------------------------------------------------------------
Combustion 606 . 1 Combustion space and water heating systems provided
Heating with outside combustion air, except direct vent.
appliances .
------------------------------------ -------------------------------------------
** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) **
----------------------------------- ----- -- --------------------------------------
Water Beaters 612 . 1 Comply with efficiency requirements in Table 6-11 .
Switch or clearly marked circuit breaker (electric)
or cutoff (gas) m"sL be provided . External or built
in heaL trap required .
------------------------------------------------- ------------------------------
Swimming Pools 612 . 1 Spas and heated peals must have covers (except solar,
Spas heated) . Non-commercial pools must have a pump timer.
Gas spa & pool heaters must have a minimum thermal
efficiency of 78 percent .
---- -------------------------------- ----------------------------------------------
Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal -.
Ions per minute at 80 PSTG.
--------------------------------------------------------------------------------
Air Distribution 610 . 1 All ducts , fittings , mechanical equipment and plenum
Systems chambers shall be mechanically attached , sealed , ins--
ulated and installed in accordance with the criLeri,,'L
of Section 610 , Ducts in unconditioned attics must.
be insulated to a minimum of R-6 . Air handlers shall
not be installed in attics unless in mechanical
closeV
--------------------------------------------------------------------------------
HVAC Controls 607 . 1 Separate readily accessible manual or automatic
thermostat for each system.
--------------------------------------------------------------------------------
Insulation 604 . 1 Ceilings minimum R-10 . Common Walls - Frame R- 11 or
602 . 1 CBS R-3 both sides . Common coiling & floors R-11 .
------------------------------------------------------------ --------------------
SUMMER CALCULATIONS
BASF AS-BUILT
GLASS---- - -------------
ORTEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS
--------------- -----------------------------------------------------------------
N 50 . 00 650 3290 . 0 DHL CIS N 9 . 0 38 . 3 . 61 210 . 1.1
F)rl, N 4 , 0 38 . 3 . 76 116 . 8;
DBL CAR N 11 . 0 38 . 3 . 84 355 . 3
DBL CLR N 11 . 0 38 . 3 84 355 . 3
DBL CAR N 15 . 0 38 . 3 . 87 500 . 8
F 84 . 00 65 . 8 5527 , 2 DBL CIS E 28 , 0 79 . 7 . 89 1993 . 6
DBL CLR E 15 . 0 79 . 7 . 96 1150 . 7
DI�A cLR E, 15 . 0 79 . 7 . 96 1150 , 7
DBL CIS E 13 . 0 79 , 7 . 86 89110
DOL CLR E 13 . 0 79 , 7 86 89ho
S 89 . 00 65 . 8 5856 . 2 DBh CIS S 40 . 0 66 . 2 . 85 2250 . 8
DBL CLH S 40 , 0 66 . 2 . 85 2250 . 8
DBL CLR S 9 . 0 66 . 2 . 71 423 . 0
W 25 . 00 65 , 8 1645 . 0 DBL CAR w 15 . 0 79 . 7 96 11507
r.)P r, (",A R w 10 . 0 79 . 7 . 86 685 . 4
- ------------------------------------------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS GLASS
AREA AREA FACTOR P0JNTS POINTS POINTS
--------------------------- ----------- -------- ----------------------------------
. 15 11850 . 00 248 . 00 1 . 119 16 , 318 . 40 IS , 25S , 50 14 , 376 , 88
NON GLASS-------------
AREA x BSPM = POINTS TYPE R-VALUE AREA. x SPM = POINTS
---------------------------------------- ----------------------------------------
WALLS------------------
Ext 1355 . 0 . 9 1219 . 5 Ext Wood Frame 11 . 0 1355 . 0 1 . 70 2303 . 5
Adi 182 , 0 . 7 127 . 4 Adi Wood Frame 11 . 0 182 . 0 . 70 127 . 4
DOORS-----------------
FXL 20 . 0 6 , 1 122 , 0 Ext Insulated 20 . 0 4 . 10 82 , 0
Aaj 18 . 0 2 , 4 43 . 2 Adj Insulated 18 . 0 1 . 60 28. 8
CEILINGS-------------
UA 1287 . 0 . 6 772 . 2 Under Attic 10 . 0 1200 . 0 . 60 720 . 0
Under Attif.,,� 19 . 0 434 . 0 1 . 10 477 . 4
Single Assembly 19 . 0 116 . 0 1 . 80 208. 8
FLOORS---------------
Slb 140 . 0 -37 . 0 -5180 . 0 Slab-on-Grade Q 140 , 0 -41 . 20 -5768 , 0
Rsd 258 , 0 -4 . 0 - 1029 . 4 Rsd Wood Adjacent 19 . 0 258 . 0 . 40 103 . 1/1
TNFIKTRATTON------------
1850 . 0 8 . 0 14800 . 0 Practice #2 1850 . 0 8 . 00 14800 , 0
TOTAL SUMMER POINTS
2S , 134 . 38 27 ,45S . 98
TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
--------------------------------------------------------------------------------
2S , 134 . 3S 37 10 , 77S . 72 1 27 , 450 . 98 1 . 00 1 . 070 . 340 1 . 000 9198004
WINTER CALCULATIONS
BASE AS-BUTLT
GLASS------------------
ORIEN AREA x BWPM = POINTS TYPE SC CRIEN AREA x WPM xWOF POINTS
------------------------------------ -------------------------------------------
N 50 . 00 --10 . 6 -530 . 0 DPh CIS N 9 . 0 7 . 3 1 , 61 105 . 7
DB I I ("Lit N 4 Q 7 , 3 1 . 36 3918
DBL CLR N 11 . 0 7 . 3 1 . 23 98 . 13
Dtn�-, N 11 . 0 7 . 3 1 . 23 98 . 8
DBL CLR N 15 . 0 7 . 3 1 . 19 130 . 0
F 84 , 00 -10 . 6 -890 . 4 DBL CIS F 28 , 0 -9 . 2 . 70 -181 . 2
DUL CLR E 15 . 0 -9 , 2 . 89 -122 . 5
DBL CIS E 15 . 0 -9 . 2 . 89 -122 , 5
DRI, CLR E 13 . 0 -9 . 2 . 62 -74 . 2
DBL CIS E 13 . 0 -9 . 2 . 62 -74 . 2
S 89 , 00 -10 . 6 -S43 . 4 DBL CLR S 40 . 0 -28 . 4 . 93 -1059 . 0
DBL CIS S 40 . 0 -28 . 4 . 93 -1059 , 0
DBL CIS S 9 . 0 -28 . 4 . 81 -207 . 0
W 25 . 00 -10 . 6 -265 . 0 DUL CIS W 15 . 0 -9 . 2 . 89 -1220
I)B[�, CIS W 10 . 0 -9 . 2 . 62 -57 . 0
------------------------------------- ------------------------------------------
. 15 x COND. FLOOR / TOTAL GLASS = ADJ . x GLASS ADJ GLASS GLASS
AREA AREA FACTOR POINTS POINTS POTNTS
------ - ------------------------------- - --------- -------------------------------
� 15 1 , 850 , 00 248 , 00 1 . 119 -2 , 628 . 80 -2 , 941 . 50 -2 , 60502
NON GLASS--------------
AREA x BWPM = POINTS TVPI,i� H-VALUE AREA x WPM = POINTS
-------------------------------------------------------------------------------
WALLS------------------
Ext 1355 . 0 2 . 2 2981 . 0 Ext Wood Frame 11 . 0 1355 . 0 3 . 70 5013 . 5
Adj 182 . 0 3 . 6 655 . 2 1 Adj Wood Frame 11 . 0 182 . 0 3 . 60 655 . 21
DOORS------------------
Ext 20 . 0 12 . 11 246 . 0 ExL Ins"lated 20 . 0 8 . 40 168 . 0
Adi 1810 11 . 5 207 . 0 1 Adj Insulated 18 . 0 8 . 00 144 , 0
CETLTNGS----------------
UA 1287 , 0 1 . 2 1544 . 4 Under Attic 30 . 0 120010 1 . 20 1440 . 0
Under Attic 19 . 0 434 . 0 2 . 00 868 . 0
Single Assembly 1910 116 . 0 2 . 00 232 . 0
F14ORS----------------
Sib 140 . 0 8 . 9 1246 . 0 Slab-on-Gpad(-,,. . 0 140 . 0 18 . 80 2632 . 0
Rsd 258 . 0 110 247 . 7 1 Rsd Wood Adjacent 19 . 0 258 . 0 2 . 20 567 . 6
INFILTRATION---------
1850 . 0 7 . 4 13690 , 0 PracLice #2 1850 . 0 7 . 40 13620 . 0
TOTAL WINTER POINTS
17 , 875 . 78 22 , 804 . 38
TOTAL x SYSTEM BEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = BEATING
WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
--------------------------------------------------------------------------------
17, 075 . VS . 55 9 , 831 . 68 1 22 , SO4QR 1 , 00 1 . 070 . 472 1 . 000 11 , 517 . 13
WATER HEATING
BASE AS-BUILT
NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL
BFDRM�',_, RATIO M U LT
---------------------- -- -------------------------------------------------------
4 1803 . 0 15 , 212 . 00 40 . 94 1 , 000 3560 . 0 100 14 ,240 . 00
SUMMARY
BASF AS-BUILT
COOLING BEATING HOT WATER TOTAL 1 COOATNG BEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS 1 POTNTS + POINTS + POINTS = POINTS
-------------------------------------------------------------------------------
10771 � 7 0831 . 7 15212 . 0 35 , 821 . 40 9989 . 9 11517 . 1 14240 . 0 35 , 747 . 07
EPI 99 . 7S
ENERGY GUIDE
For detailed information
or the Epr rating number
or for any ITEM listed ,
ask your Builder for EPI = 99 . 8
DCA Form 60DA-93
or Form 60OB-9,3
0 10 20 30 40 50 60 70 80 90 100
----------------- ----------------------X- 1
The maximum allowable EPI is 100 , The lower the EPT the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS . . . . . . . . . . . . . . . . . . . . . Doublu Clear 1 -------------X-------
INSULATION . . . . . . . . . . . . . . . . . .
R-10 R-30
Coiling R-Value . . . . . . . . . 30 . 0 1 --------------------X :
R-0 R-7
Wall R-Value . . . . . . . . . 11 . 0 --------------------X :
R-() R- 1q
Floor R-Value . . . . . . . . . 19 . 0 --------------------N :
AIR CONDITIONER. . . . . . . . . . . . .
10 . 0 SEER 17 . 0
SEER. . . . . . . . . . . . . . . . . . . . . . 10 . 0 A-------------------- i
HEATTNG SYSTEM. . . . . . . . . . . . . .
6 . 8 HSPF 12 . 0
Electric HSPF . . . . . . . . . . . . 7 . 2 1 _X-------------------
WATER HEATER. . . . . . . . . . . . . . . .
0 . 88 0 . 96
Electric EK . . . . . . . . . . . . 0 . 14 1 ---------------X----- :
0 . 54 0 . 90
Gas FF. . . . . . . . . . . . . . 0 . 00 1 --------------------- :
0 . 40 0 . 80
SolarFF. . . . . . . . . . . . . . ---------------------
OTHER FEATURES . . . . . . . . . . . . . .
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house .
Buildel C
S i g r')at u,PC Date : ��e
Address :
C 1 t y/Z J 1)
Florida Enl�
orgy CIA—Ar Building Construction - 1993
Florida Department of Community Affairs FL-FPL CARD93
SERIAL # 7116
Resmanuhc)
WHOLE HOUSE
HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(c) DATA FILES
(BASED ON A . C. C . A. MANUAL J - SEVENTH EDITION Cc) 1086 by A. C. C.A . )
Project name 1592 WITH BONUS ROOK
Address 115 SELVA LAKES
CiLy/State
Owner
Builder N F
HVAC contr. McGOWAM
Cond Fir Area: 1850 SF * GLASS/SF RATIO 13Z * House Faces : East
* Climatic Conditions & Design Conditions *
----------------------------------------------------------------------------
Geographical Location : Florida I Jacksonville,
--- ------------------------------------------------------------------------
North Latit"de / Elevation 30 Deg . / 24 Ft . Above Sea Level
Outdoor Winter Dry Bul[.i 12 Deg . F
Tndoor Winter Dry Bull,-i 70 Deg . F
W! "Ler (Actual) Temp . Diff . 38 Deg . F
WAnter Temp . Diff. (wTd) 40 Deg , 1:;'
Outdoor Summer Dry Bull:.i 04 Deg . P
Outdoor Summer Wet Bu I h 77 Deg . :F
Outdoor Summer Hum. Ratio Gr/Lb 114
Indoor Summer Relaltive Hum. 50%
Indoor S"mmer Design OrAb . 4$3
Indoor- Summer Dry Bu& 75 Deg . F
Summer Daily Range 19 Deg . F - M
Summer (Actual ) Temp . Diff. 19 Deg , F
Summer (User Sel) Temp .Diff. ( sTd) 20 Deg , Y
-----------------------------------------------------------------------------
* BEATING SUMMARY * SH3850 DAT * COOLING SUMMARY *
SUBTOTAL 2023B . 26 ! STRUCTURE SENSIBLE 18485 . 02
1MECH .VENT- 100 Cfm 2090 . 00
: SENS . + MECH .VENT 20575 . 02
ITEMP . SWING @ 3 DEG , 1 . 00
! OCCUPANT/APPLTANCE 3600 . 00
DUCT LOSS 1461 . 91 ! DUCT GAIN 2417 . 50
TOTAL LOSS/BTUH 30700 , 17 ! TOTAL SENSIBLE 26592 . 52
QOTAL LATENT 7951 . 44
! SENSIBLE + LATENT
34543 . 96
20Z OVERSIZE FACTOR 6140 . 03 120X SENS .OVRSZE FTR: 5318 . 50
ACTUAL + 20Z OVERSIZE: 24175 , 02 ISENS . + 20Z OVERSIZE: 31911 . 019
UTG FTR = 43 . 2 CLG FTR = 22 . 7 ICLG DESIGN CFM 1172 . 51
EQUIPMENT SELECTION *
EQT MANUF CARRIER CU MOD # 38VCB42-3 AUU MOD # FA4ANF04200
HTG TNP/BTUH UTG OUTP/BTUH AFUE/HSPF 7 . 2 TYPE UP
SENSIBLE BTUH LATENT BTUR 40500 TTL CLG BTUH 40500
TONAGE 3 . 4 (S)EER 10 CLU CFM 1400 HTG CFM 1400
Florida Building Eneryy-Efficiency Rating Systems
for New Residential Buildings
Raters Name: GILBERT MILLER
Raters Certification 0 : 044
Street Address : LOT 115
City : SELVA LAKES
County: No County Input..
Climate Zone : NORTH
End Use Fuel Costs Site Energy Energy Scope Site Costs Cost Scare
$ Mutt] % $ %
cooling : 23 . 73 10 . 0 03 238 74
heating : 23 . 73 11 . 6 86 274 74
Lighting : 23 . 73 4 , 2 42 100 36
Misc : 23 . 73 9 . 1 61 215 60
Refrig : 23 . 73 5 . 3 42 126 37
Hot Water: 23 . 73 16A 42 384 15
Dryer: 23 . 73 3 . 4 6 S 80 29
Stove : 23 . 7,3 2 . 3 100 56 52
Pool : 23 . 73 0 . 0 0 0
TOTALS 62 . 0 70 1472 57
Estimated Annual Site Energy Use 62 . 04 MBtus
Estimated Annual Purchased Energy Cost $ = 3472 . 24
Total Energy Rating (Energy Score) - 70 . 32
Total Cost Rating (Cost Score) = 57 , 43
Rating Range
Low Use Low Cost High Use High Cost.
MUMI $ MBtu $
Cooling : 20 48 35 . 5 790
Heating : 3A 6 6 63 . 6 849
Lighting : 1 . 3 28 6 . 1 141
,M I"--i c.. . 2 . 1 47 21 1. . 0 468
Refrig . : 1 . 4 30 8 . 2 182
Hot Water: 1 . 5 14 26 . 7 451,
Dryer: 2 . 8 27 4 . 6 102
Stove : 2 . 4 23 3 . 9 92
Pool : 0 . 0 0 0 . 0 0
TOTALS 16 . 6 2,84 169 . 8 3076
'9
OWNERIAGENT
......... ........
DATE, DATE
Simpson Strong-Tie
0
IA. 811 29' 20'—A"
'NOTE'
REF ENG. FOR
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TOP 4�)IiNs
a CHORO 4X2 Spp :2 N REPEA TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
cl 2 N
WEBS 4x2 SP 83 TRUSS OEFLECTION MEETS L/999 LIVE AND L/964.17 TOTAL LOAD.
+ 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. 11 CANNOT BE USED TO EACH TRUSS WITH 3-tOd NAILS. STRONGBACK MATERIAL TO
UPSIDE DOWN. TOP OF TRUSS MUST BE MAnKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
2 6
X4 5*5" 10 1 -8" -5-5" 10
4 (91 3X3 3 3 X3 3X3 3X5
z
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R=693# W=3"B R=693# W=3"B
TA� TI SEO: 103B88
PL TYP.-ALPINE DESIGN CRIT-TPI QTY 9 TOTAL - 9 REV. 17.3s SCALE -0.5000
ALPINE ENGINEERED PRODUCTS. INC mussfs niiouim ExiAEmE CARE 10/24/95 TC LL 40 .0 PSF REF
4XIMPORTANT)(m SHALL NOT BE RESPONSIBLE TINT ANY WARNING I" HANOkING. EnECliON AND
�9X
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BAACING SEE HIO-91 BY TPI SEE ll�IS DESIGN us Tc DL 10 .0 PSF DATE 10/24/95
FAILURE'TO BUILD [HE IAUSS IN CONFORMANCE WITH OSIBe BY IPI. FOR ADDITIONAL SPECIAL PFRMAN(Nt unAcING n( ��U
ALPINE CONNECTORS APE MADE OF POGA GALV STEEL MEETING ASIM OUIFIEMENTS UNLESS iiiiiinwisc INDICAlfO. 1011 BC DL 5.0 FTSF ORWG
A446 GA 0 EXCEPT AS NOTED, APPLY CONNIFCTOTIS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED Willi PROPER 5606
[RUSS AND UNLESS 01�,ERWISE LOCATF0 ON THIS DESIGN. POSITION ty ATTACHED PLYWOOD 514ATHING. BOTTOM CIIORD BC LL 0 .0 PSF RAG
CONNECIDR5 PEA DRAWINGS 130, 150 & 16OA-F, DESIGN STAMOATIOS WItH PROPEALY ATTACHED RIGID CE It ING -- SEE STATE OF -7-4
COWOR-W/APPLICABLE PROVISIONS OF NOS 6 IPI AN ENGINCEn'S ALPINE IECH1TiICAL UPDATE (7/i/9t) FOR PROPER IOT.LD. 55 .0 FTSF O/A LEN, 12
SEAL ON THIS DRAWING APPLIES 10 IIIE COMPONENT DEPICTED HERE DRYWALL APPLICATION FUnNIS14 A COPY Of lifIS 0 R10 1 0
IDUR.FAC.
t IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTICA WAY. DESIGN 10 THE TRUSS ERECTION CONIRACIDA. &S"I i
INE Fn rT,,,r i r)
(5-3J02) LQTJ21 / F2 13-7-4 SY4a THIS QWG. PREPARED fmt,..
jop CHORD 4X2 SP 12 N REFER TO DRAWING AISO FOR TYPICAL PL.—
Bot CHORD 02 Sp :2 N
WEBS 4X2 SP 3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/940-19 TOTAL
4 2X6 #3 HEM-Fln OR BETTER CONTINUOUS STRONGBACK. ATTACH
NOTE: THIS TRUSS MUST BE MTALLEO AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-iOd NAILS. STAONGBACK MATERIAL TO
UPSIDE DOWN. TOP OF IMSS MUST BE MAnKEO BY TRUSS FABRICATOR. BE SUPPLIED BY EKCTION CONTRACTOR.
A RIGID CEILING OR CONTINUOUS LATERAL 8AACING At 24�00* D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD,
2 6
_JX4 5' 11'10 1 .8- 5' 11 10
4 (it 3X4 3X3 1 (4 1 4 3X3 3X3 3 6
A
2:5J 3X5 X 3 3rx-t —3_X3 3ff,3
13'7"4
2X2 2x�
A=748# W=3"8 R=748# W=3"8
TAG T2 SEG: 103890
PLT. tYP.-ALPINE DESIGN CRIT-TPI OTY 10 TOTAL - 10 REV. 17.3s SCALE -0.5000
kPINE ENGGINEEFIE0 PRODUCTS, INC. S OUIPE f1lREWE CARE 10/24/95 TC LL 40.0 PSF REF
XXIMPORTANT)(X SHALL By Of RESPONSIBLE F`014 ANY WARNING INNINOT"'ING. EFTECtION AND 0114
DEVIATION TOO" tHIS OfSICN OR HIESE SPECIFICATIONS, On ANY BAACJNG� SEE 1418�91 BY tPI, SEE Ims nESIGN Tc OL 10.0 PSF DATE 10/24/95
FAILURE 10 BUILD IVII I"S IN COW OAMANCE Willi QST90 BY TPI, FOR A0011IONAL SPECIAL PERMANENT BRACING Af
ALPINE CONNECIOAS APE %AOF OF MGA GALV STEEL KEIING AIHN QUIPE.CNIS UNLESS OTREAWISf INDICATED, TOP BC OL 5.0 PSF DRWG
A446 GA 6 EXCEPT AS NOICO APft f COWCtOnS 10 fACI&FACE OF CNOVIO SHALL Of LALERAll V fW1ACFR l(it"PROFIR
1AUSIS AND I"iss OfIffillisc IOCAIFO ON 1.41S DESIGN, POSITION LY AIIACICO mvwow!RWAMING. Bottom C.-ORO 5606 BC LL 0.0 PSF RAG
01 IT
i CONNECTORS Pin OnAw1mrs 130, ISO c IrOA-f, OESIGN SFANDATIOS 00111l PROPERLY AIfAC*iFO AiGIO CETI ING - SEE
STATE OF 10T�LD� 55.0 PSF O/A LEN, 13-7-4
,-,I COM ORR W/AM ICAfft I PROVISIONS OF NOS 9 IPI AN ENGINEEA'S ALPINE TECMICAL UPOAIE 1)/%191 1 ton Pooet n It
MAL ON 1141S DRAWING APPLIES TO It* COWPOWNt OEPtCl[()"ERE ORVWALL APPLICATION, lu"NIStl A copy or fflis OUR.FAC.
ANQ Simi. NOT of AE4,10 UPON IN ANY Ofl*R WAY. OESIGN 10 THE TRUSS ERECT TON CONlOACIOR,
INFF"
ob: (5-3202)—LOT 121 / F3 13'4 SY42 It!JS DWQ, PREPARED FROM COMPUTER INPUT (LOADS-& DIMENSIONS) SVOMITIED OY TRUSS MFR.
I OP Ciono 02 SP #2 N REFER 10 DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
LOT CHORD 02 SP 02 N
WEBS 02 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/936.98 TOTAL LOAD.
2X6 #3 HEM-FIR OR BETTER CONT;INUOUS STRONGBACK. ATTACH
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. 11 CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO
UPSIDE DOWN TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR.
A RIGID CEILING OR CONTINUOUS LATERAL BOACING AT 24.00- D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 733.34 LBS.
2 6
5- 10"
a 5- 10" -
4 3X3 3X3 1 4 1 4 3X3 3X3 3 6
3X3 3X -x3
3�t 13'4 3X5
2X2 2�1
R=733# W=3"B R=733# W=3"
TAG T3 SEO: 103692
-PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL = 2 REV. 17.3s SCALE -0.5000
ALPIK* ENGINEERED PRODUCTS' INC TRUSSES REQUIRE ExinEmc CARE 10/24/95 TC LL 40 .0 PSF REF
4XIMPORTANTX)(SHALL NOT BE RESPONSIBLE FbR ANY WARNING IN HANDLING. EIIEC]ION AND o%It,,,,
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. On ANY BRACING SEE 1118-9t BY IPI SfE TIHS OCSIGN 0% TC DL 10 .0 PSF DATE 10/24/95
FAILURE TO BUILD THE TRUSS IN COW GANANCE WITH OSTINI By IPI FOR ADDITIONAL S"ClAt PERMANENT AOACINC FIE ��%'
ALPINE CONNECTORS APE MADE Of 7OG4 GAtV. STEEL MEETING ASIM GUIREMENIS UNLESS UlilEPWISE [NnICAIFn. TOP BC DL 5.0 PSF DRWG
A446 GA 0 EXCEPT AS NOTED APPLY CONMIFCIOAS TO EACH FACE Or CHORD SHALL BE LATERALLY BRACEA Will,PINNIE14
TRUSS AND UNLESS OfHEqWISE LOCATFO ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD S14CA114ING. BOTTOM C"DnO 5606 BC LL 0 .0 FTSF RAG
CONNEcroAs PEA OnAMINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITM PROPERLY ATfACIJEO nIGIO CEII ING - SEE /A LEN. 13-
CONFORM W/APPLICAOLE PROVISIONS OF NOS C IPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE i7/i/gtl ron pnopEn STATE OF ITOT LD. 55 .0 FTSF 10 4-0 1
SEAT. ON 1415 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE OnYWAIL APPLICATION. FUANIS#4 A COPY Of W141S 0 AID
IOUR.FAC. 1 .00 1
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY 0111ER WAY. I DESIGN TO THE TRUSS ERECTION CONIAACIOR. INEE�rl
'AS��PLAIF INSTITUTE Nng - Jqql NATinmAt --irtrAlf—— -- 111111-11".. IqPArTHr '.3 A n A')
ob: (5-320a) LOT 121 8'0" KNEEWALL 16* DEPTH THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
JOP CHORD 2x2 SID 12 N ALL PLATES ARE IX4 EXCEPT AS NOTED.
Bol CHORD 2x2 SP 12 N
WEBS 2x2 SP 03 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. 11 CANNOT BE USED
UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR.
IT) ru To D)
2X? 2
10
2 F2 2Xb
R=110 plf W=B'
TAG T4 SEO: 19197
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 3 TOTAL = 3 REV. 17.2m SCALE =0.5000
X ALPINE ENGI-EEMO PpooujTS. INC� :"1.1,11 111RE EXIMME CAM 11/29/95 TC LL 40 .0 PSF REF
XXIMPORTANTX SHALL NOT BE RESPONSIBLE FOR ANY WARNING . ANDLING. ERECTION AND
DEVIATION rnGm MIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE 1416-91 BY IPI SEE MIS DESIGN
rAILUM TO BUILD IIIE TFAJSS IN CONFORMANCE Wit"OSISS By IN FOR ADDITIONAL SPECIAJ PERMANENT BRACING RE us TC DL 10 .0 PSF DATE 11/29/95
ALPINE CONNECIOAS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIMMENTS. UKESS 0111EAWISE INnICATEO. TOP Z,I BC DL 5.0 PSF DRWG
AAAS GA 13 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATEAALLY SnAC(()WITH PM'CA Zl
TfAISS AND L"ESS OTHERWISE lDCAI(O ON THIS DESIGN. POSITION LY ATTACHED P(Y.00O Si4EAIIIING. BOTTOM C.4)PO 5606 BC LL 0 .0 PSF JRK
0-0
x
C()"CIOAS PEA DRAWINGS 230. 150 L 16OA-F, DESIGN STANDARDS WITH PROPERLY AITACLFCO RIGID C(ItING - SEE STATE OF
cowonm W/APPLICADLE PROVISIONS OF NOS& IPI. AN ENGINFEA'S ALPINE IECMICAL t)POATE (7/1/91) FOR PROPER ( 9�.F TOT LO. 55 .0 PSF O/A LEN. E3
SEAL ON 1141S DRAWING APPt IES 10 T11E COmPONFNI DEPICTED LWM DRYWALL APPLICATION (UANIS.1 A C."I Of MIS 0 OUR.F AC 1 .00
t IN ONLY. AND S14ALL NOT HE RELIED UPON IN ANY OMER kAY. OtStGN 10 THE TRUSS ERECTION CONinACIOn.
ON 110W. If
LU
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7 Ln
F NOT TO SCALE uj
ob: (6-1610L LOT 115 / TIG 20*8" OTC ATTIC THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY THUSS MFR.
oP CHORD 2x6 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2xB SP 02 N �83 2x6 SP 02 N: UPLIFT (LB): 120 PLF
WEBS 2X4 SP #3 BRG.LOC (FT): OVER CONTINUOUS SUPPORT
TRUSS DESIGNED FOR JOO MPH WIND. 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF ENCLOSED OR FULLY OPEN BUILDING.
40 00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD ---------------------------------------------------------------
FROM 04-10-00 TO 15-10-00 THIS SAME SECTION SUPPORTS TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
tO.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD (+)=Gravity (-)=Uplift
AND 10 00 PSF ALONG THE KNEE WALLS. ---------------------------------------------------------------
Xxx UPLIFT xxx I Nm* HANGER xxx
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. H5 . -4550(Jacks Only) I HUS26 - + 2751# -1286#(10a 1ply)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORO. MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(iOa 2p 1 Y)
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED, MTT28B - -37860(2 Each) (10a)l HHUS48 - + 5180# -20000(160 2ply)
MTT28B = -4455#(2 Each) 06d)l HGUS48 - + 6640# -21990(10d 2ply)
MST60 - -46BBI(Per HGUS46 : + 8000# -26500(it6d 2ply
,(Eac 2ply) i 1 1)
CS150 - -1650 h) HGUS5.5 +113350 -39450( 60 3p y
-_ - --------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
10'4' 10*4"
7X6
5X8 i X8
12 x
7 L,-
3X7 3X7
0 6X6 6X6 I
T
__*B I
8'6"15 12'1"1
20*8"
_4'10" 1 11' 4'10"
1230 123#
R=168 plf W=20'8"
TAG T3 SEQ 74457
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = I TOTAL I REV. 17.3u6 SCALE =0.2327
ALPINE ENGINEERED PRODUCTS. INC TRU55ES REQUIRE EXTREME CARE 05/02/96 TC LL 30 .0 PSF REF
xxIMPORTANT)(x SHALL NOT BE RESPONSIBLE FOR A14Y WARNING IN HANOLING, ERECTION AND
DEVIATION FROM IH15 DESIGN OR THESE SPECIFICATIONS, OR ANY SHACING. SEE HIS-91 By TPI SEE THIS DESIGN us TC DL 7 .0 PSF DATE 05/02/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST88 BY TPI FOR ADDITIONAL SPECIAL APER.ANENIBRACING AE
0'"L"W I j., I ND"A UP
2 _RALL' BRACE. I'_PROPER
SHE I .NG .'To.CHORD
ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASIM UUIREMENTS UNLESS OIHLHWIbE INOICATEO. TOP BC DL 10 .0 PSF DRWG
A446 GA B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL Of LATERALLY BRACED WITH PROPER 5606
_.E P CE L.N
U I 1'/9 1 1 1', S'E
ATE 1 71 ' R P.-PE R
N 'U.N I S. A C op, OF TH,S
S E'�E CT I..C. I.�CI..
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF JBE
CONNECTORS PER DRAWINGS 130, 150 & 16OA-F DESIGN STANDAAOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI AN ENGINEER S ALPINE TECHNICAL UPDATE (7/j/911 FDA PROPER STATE OF TOT.LO. 47 .0 PSF ,O/A LEN.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS OR IDUR.FAC. I . 33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, I DESIGN TO THE TRUSS kRECTION CONTRACTOR
I", INE 06
.. .... jqPArTf,'r :7)11 n Qnpr
ob- (6-1610) LOT 115 / TI 20'8" ATTIC THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMEN IONS) SUBMITTED BY TRUSS MFR�
__tOP CHORD 2x6 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x8 SP 02 N :63 2x6 SP #2 N: UPLIFT (LB): 710 710
WEBS 2X4 SP #3 BRG.LOC (FT): 0.00 20.38
TRUSS DESIGNED FOR 100 MPH WIT4D, 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5 00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUIL 0 ING.
---------------------------------------------------------------
RECOMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity (-)-Uolift
THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF ------------------- ----------------------------------------
40.00 PSF LIVE LOAD AND 10 00 PSF DEAD LOAD ON BOTTOM CHORD xxx UPLIFT xxx I xxx HANGER xxx
FROM 04-10-00 TO 15-10-00. THIS SAME SECTION SUPPORTS H5 . -4550(Jacks Only) I HUS26 - + 27510 -12860(100 Iply)
10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD MTS12 = -1000# 1 HUS26 - + 3315# -15500(16d 1ply)
AND 10.00 PSF ALONG THE KNEE WALLS. MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(10d 2ply)
MTT288 - -37860(2 Each) (10a)l HHUS48 - + 5180# -20000(i6a 2p I y)
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MTT28B = -44550(2 Each) Md)l HGUS48 - + 6640# -21990(10d 2ply)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MST60 - -46880(Per 2oly) HGUS48 + 8000# -2650f(160 2PIY)
COLLAR-TIE TO BE BRACED WITH JX4 #3 HEm-FIA OR BETTER CS150--- -1650 0(Eac n) i HGUS5.5: +113350 -3945f(16d 3ply)
- -------------------------------------------------
CONTINUOUS LATERAL BRACING AT 24" O.C_ UNLESS A RIGID CEILING REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
IS ATTACHED DIRECTLY TO IT BRACING MATERIAL TO BE SUPPLIED
AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION
CONTRACTOR
10'4" 5X4 10-4"
5X8 5XB
12 x
7 3X7 X7
u�
6X6 6X6
T Co
8X8 6X6 8XB
2- 3(7 8' —12-8" 3X17 2' 1
1
20'B
-4-10" 11' - 4 10
_4' 10" It' 4 10
1 3#
Rv=1905# U=710# W=3"8 Rv=1905# U=710# W=3"B
TAG z; Ti SEG 74446
PLT. TYP.-ALPINE OESIGN CRIT=TPI OTY 4 TOTAL 4 REV. 17.3u6 SCALE =0. 1770
y ALPINE ENGINEERED PRODUCTS INC TRUSSES AEGUIRE EXTREME CARE TC LL 30 .0 PSF REF
x)(IMPORTANTM C SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 05/02/96
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 By TPI SEE THIS DESIGN 11 11
FAILUPE TO BUILD THE TRUSS IN CONFORMANCE WITH OSI88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE us .11" TC DL 7 .0 PSF DATE 05/02/96
ALPINE CONNECTORS ARE NAGE Of 20GA GALV STEEL MEETING ASIM OUIREMENIS UNLESS OIHEPWISE INDICATED, TOP BC OL 10 .0 FTSF OAWG
A446 GA B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY OAACEU W11H PROPER 5606 BC LL 0 .0 FTSF JE3E
tAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
PEA OAINGS 130, 150 & 16OA-F� DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF
CCNFOAN W/APPLICAEILE PPOVISIGNS OF NOS& TPI AN ENGINEER'S ALPINE TECHN ICAL UPDATE 17/1/911 FOR PROPER TOT.LD. 47 .0 PSF O/A LEN
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS L 0 RIO" IDUR FAC. 1 . 33 1
IN ONLY AND SHALL NOT BE RELIED UPON IN_ANY OTHER WAY .DESIGN TO IKE TRUSS ERECTION CONT tCIOR IN FV-6" I-__ - - I
Jot): (67_L6101 LOT 115 / 12 20'B" ATTIC THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x6 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
SOT CHORD 2x8 SP 02 N : 63 2x6 SP #2 N: UPLIFT ILB): 7JO 710
WEBS 2x4 SP 03 BRG.LOC (Ffl� 0,00 20.38
TRUSS DESIGNED FOR 100 MPH �INO, 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
RECOMENOED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity H-Uplift
THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF ---------------------------------------------------------------
40 00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD xxx UPLIFT xxx I xxx HANGER *xx
FROM 04-10-00 TO t5-10-00, THIS SAME SECTION SUPPORTS H5 - -4550(jacks Only) I HUS26 - + 27510 -12B6#(100 'Ply,
10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD MTS12 = -1000# 1 HUS26 - + 33150 -1550#(16d ply)
AND 10 00 PSF ALONG THE KNEE WALLS. MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(100 2p I Y)
mTT288 - -3786#(2 Each) (10d)l HHUS48 - + 51800 -20000060 2ply)
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTT2BB = -4455#(2 Each) (16a)l HGUS48 - + 6640# -21990(100 2ply)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MST60 - -4688#(Per 2ply) HGUS48 80000 -2650#(160 2ply)
CS150 - -1650#(Eac h) i HGUS5.5: ++11335# -39450(16d 3ply)
COLLAR-TIE TO BE BRACED WITH IX4 #3 HEM-FIA OR BETTER ---------------------------------------------------------------
CONTINUOUS LATERAL BRACING AT 24" O.C.. UNLESS A RIGID CEILING REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
IS ATTACHED DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED
AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION
CONTRACTOR
10'4" 10'4"
7X6
12 5X8 XB
7 L,,- x
3X7 3X7
6X6 6X6
q-8!X 16 BX8
30 8' 12'8" 3XV 2' 1
—4-10" 4 10"
—4 10" - - 4 10
133#
Av=1741# U=710# W=3"8 Rv=1913# U=710# W=3"B
TAG T2 SEG 74448
PLT . TYP.-ALPINE DESIGN CRIT=TPI QTY = 6 TOTAL 6 REV. 17.3u6 SCALE =0. 1770
)( A'PINE ENGINEERED PAOOuCTS INC TRUSSES A OUIRC EXTREME CARE 05/02/96 TC LL 30 .0 PSF REF
XXIMPORTANT)( SHALL NOT 13E RESPONSIBLE FDA AN, WARNING IN MANDL I G. ERECTION AND ,,I..,
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE Hid-91 By TPI SEE THIS DESIGN "I us 6 11 TC DL 7 .0 PSF DATE 05/02/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY IPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS APE MADE OF 20GA GALV STEEL MEETING ASTM GUIRE.ENTS UNLESS OTHERWISE INDICATED, [UP BC DL 10 .0 PSF DRWG
A446 GA 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL M LATLRALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON TkIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD z BC LL 0 .0 PSF JE3E
OF
t CONNECTORS PER DAAwINGS 130, ISO & 160A-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE TOT .LD. 47 .0 PSF O/A LEN
CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI AN ENGINEER S ALPINE TECHNICAL UPDATE (7111911 FOR PAOPEA
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE: DRYWALL APPLICATION FURNISH A COPY OF THIS JOUR FAC. 1 .33 1
IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY
OTHER WAY, DESIGN 10 THE TRUSS ERECTION CONTRACTOR
I" INEE A�T
Do: (6-1610)—LOT 115 T3G 5-4" OTC MONO THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA.
TOP CHORD 2X4 SO #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
SOT CHORD 2x4 SO 02 N UPLIFT (LB): 120 PLF
WEBS 2X4 SO #3 BRG.LOC (F7): OVER CONTINUOUS SUPPORT
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
A AIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
ALL PLATES APE 1.5X3 EXCEPT AS NOTED. (+)=Gravity H-Uplift
---------------------------------------------------------------
xxx UPLIFT *xx I IT HANGER x x
H5 . -455#(Jacks Only) I HUS26 - + 27511 -1286:(100 1ply)
MTS12 = -1000# 1 HUS26 = + 3315# -1550#(16d 1ply)
MTS12 - -2000012 Each) I HHUS48 - + 42991 -1660#(IOcJ 2ply)
MTT285 = -3786#(2 Each) (100H HHUS48 - + 5180# -2000#(160 2p ly,
MTT28B = -44550(2 Each) (16a)l HGUS48 - + 6640# -21990(10d 2py)
MST60 w -46BB Per 2ply) HGUS48 80000 -26500(i6a 2p
CS150 - -1650:iEacn) ! HGUS5.5: ++11335# -3945#(160 3pily),
----------------------------------------------------------
4' 10"7 REFEREyCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
r1-3"11 —4'0"5 -I
X2
t2
7 �- 3X3
3X5
n
4'5 Li
2' 1 12 5'4"
R-123 plf W=5 4
TAG T5 SEG 74467
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 5 TOTAL 5 REV. 17.3u6 SCALE =0.6087
ALPINE ENGINEE RED PRODUCTS INC TRUSSES REOUIAE EXTREME CAPE 05/02/96 TC LL 30 .0 PSF REF
x)(IMPORTANT*)(SHALL NO' BE RESPONSIBLE FO'A ANY WARNING IN ANOLING, ERECYJO. AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING SEE HIB-91 By IPI SEE THIS DESIGN TC DL 7 .0 PSF DATE 05/02/96
SIGN
FAILURE TO BUILD THE )RUSS IN CONFORMANCE WIT.OSTS8 BY JPJ FDA ADDITIONAL SPECIAL PERMANENT SPACING RE
ALPINE CONNECTORS ARE MADE OF ZOGA GALV STEEL MEETING ASTM QUIREMCNIS, UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF QRWG
A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER 5606 -
I PUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C.ORO BC LL 0 .0 PSF JBE
CONNECTORS PER DRAWINGS 130, 150 & 16GA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF 47 .0 PSF O/A LEN
CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI AN ENGINEER 5 ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER COR Ol� ._Z' TOT.LO.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF 1-15 11 OUR FAC. 1 . 33
IN ONLY. AND SHALL NOT HE RELIED UPON IN ANY OTHER MAY DESIGN TO THE TRUSS ERECTION CONTRACTOR ��IN E I-",'
... SPACIN
.--T.T . 7-- P-ITF -!-T-I-TjjTF NOS . lqql NATTONAI r)FSlrNrrtFyrAT?ON FOP NOIn 1—ITP-TIO1 INE G 24 0" TYPF mnNO
jot): (6-1610) LOT 115 / T3 5*7"8 MONO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2X4 SP #2 N UPLIFT (LB): 200 200
WEBS 2x4 SP #3 8RG.LOC (FT): 0.00 5.33
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF [TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAO. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" 0,C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PIROPERLY ATTACHED TO THE BOTTOM CHOAO. (+)-Gravity H-Uplift
---------------------------------------------------------------
xxx UPLIFT xxx I xx* HANGER xxx
H5 . -455#(JaCkS Only) I HUS26 - + 275to -12860(100 1ply))
MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1p I y
MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(100 2ply)
MTT28B - -3786#(2 Each) (10O)l HHUS48 - + 5180# -20001(16ci 2p I Y)
MTT28B = -4455#(2 Each) 06d)l HGUS48 - + 6640# -2199#000 2ply)
MST60 - -46880(Per 2ply) I HGUS48 - + BOOOP -2650#(160 2ply)
CS150 - -1650#(Eacri) I HGUS5.5- +11335# -3945#(i6a 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
12
rn 7 L,,- To
2X4 (A I)
3X
2' 5 7"8
Rv�465# U-200# W=3"B
Rv=212# U=200# W=3"8
TAG T4 SEG 74460
PLT . TYP. -ALPINE DESIGN CRIT=TPI QTY 5 TOTAL 5 REV. 17.3u6 SCALE =0.5311
ALPINE ENGINEERED PRODUCTS, C U ES A QUIRE EXTREME CAPE 05/02/96 TC LL 30 .0 PSF REF
A
XXIMPORTANTxx SHALL NOT BE RESPONSIBLE FOR WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TAT SEE THIS DESIGN 11 US TC DL 7 .0 PSF DATE 05/02/96
FAILURE TO BUILD THE TRUSS IN CONFOAWANCE WITH OST88 BY TPJ FOR ADDITIONAL SPECIAL PERMANENT BAACING RE
:LPINz CONNECTOAS ARE MADE OF 20CA GALV STEEL MEETING ASIm QUIAEmENTS, UNLESS OTHERWISE INOICAIEU. TOP BC DL 10 .0 PSF ORWG
446 GA 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPE A 5606 0 .0 PSF JBE
TRUSS AND UNLESS Ot"CANISE LOCAIEG ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL
CONNECtOPS PEA DRAWINGS 130. 150 L 16OA-F DESIGN STANDARDS WITH PROPEALY ATTACHED AiGID CLILING -- SEE
CONFOAK W/APPLJCABLE PROVISIONS OF NOS & TAT AN ENGINEER S ALPINE TECHNICAL UPDATE 17/t/91) FOR P14OPER STATE OF TOT.L.0. 47 -0 PSF O/A LEN
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 0 R0�' Q
IN ONLY AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN 10 THE TRUSS ERECTION CONTRACTOR e 9,"e IDUR.FAC. I -33
-T_�T_. TA-9 Al ATF,TNqTjTt1TF NnS - lqqi N&TTONAI nFq1r�ATFTrAiin,rnn ISPArTNG ?4 0" ITVr)r qPFr
ob: (6-1610 LOT 115 / T5 26'0 HIP 7 THIS OWG. PREPARED BY THE ALPINE JDB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) TOP CHDRD 2x4 SP 02 N
UPLIFT (LB): 1020 1020 BOT CHORD 2x4 SP #2 N
BRG.LOC (FT): O�00 25�71 WEBS 2x4 SP #3
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF IBOTTOm)
ENCLOSED OR FULLY OPEN BUILDING. BEARING BLOCKS: NAIL TYPE: 0.13lx3.0-g-palls
--------------------------------------------------------------- BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 0 0.000' 1 12" 1
M-Gravity (-)=Uplift 1 25.708' 1 12" 1
--------------------------------------------------------------- NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139.
Xxx UPLIFT xxx I X*x HANGER xxx BEARING BLOCK TO BE SAME SPECIES. SIZE & GRADE AS CHORD.
H5 . -455#(jacks Only) I HUS26 - + 2751# -1286f(100 1p I Y)
MTS12 = -1000# 1 HUS26 = + 3315# -1550#(160 1ply) DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD.
MTS12 - -20000(2 Eacn) I HHUS48 - + 4299# -16600(100 2ply)
MTT28B - -37660(2 Eacm) (100)1 HHUS48 - + 51800 -2000#(160 2p I Y) #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS.
MTT28B = -44558(2 Each) (16O)l HGUS48 - + 6640# -2199#000 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(160 2p ly) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" D.C.
CS150 - -1650#(Eacn) I HGUS5.5- +11335# -3945#(16d 3ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
7' 12' 7'
4X8 1.5X3 JX4 4X
T 12 T
1.5X3 1.5X3
>1�5X�3
7 F7
In
3X8(B I) 3X8 (81)
N
3X4 3X9 4X5 4X4 3X4 L9
26'
2* 26' 2.
7' -A9# 12' -2h# 7'
Av=2617# U=1020# W=3"B Rv=2617# U=1020# W=3"B
TAG T9 SEQ = 103932
PLT. TYP.-ALPINE DESIGN CAIT=TPI OTY = I TOTAL I REV. 17.3s SCALE =0.2586
X ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTAEME CARE 05/02/96 TC LL 30 .0 PSF REF
XXIMPORTANTM SHALL NOT BE RESPONSIBLE F014 ANY WARNING IN HANDLING. E RECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIS-9i BY TPI SEE THIS DESIGN us TC DL 7 .0 PSF DATE 05/02/96
FkILUAF TO BUILD Tv4E tAU5S IN CONFORMANCE WITH OSTOB BY TAT FOR ADDITIONAL SPECIAL PERMANENT DRACING RE
ALPINE CONNECIOAS ARE MADE OF 20GA GALV STEEL MEETING ASIM OUIAEmENTS, UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF ORWG
A446 GA 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE Of CHORD 514ALL BE LATERAtLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHEANISE LOCATED ON THIS DESIGN. POSITION LY AIIACHEO PLYWOOD SHEATHING. BOTTOM CHORD 9 - 6C LL 0 .0 PSF RAG
t CONNECTORS PEA DRAWINGS 130. 150 & 16OA-F DESIGN STANOAAOS WITH PROPERLY ATTACHED RIGID CEILING -- 511,EE - STATE OF - I
CONFOAm W/APPLICABLE PROVISIONS OF NOS& TPI AN ENGINEEA'S ALPINE IECHNICAL UPDATE (MIST) FOR PROPER TOT LD. 47 .0 PSF O/A LEN 26-0-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FUkNIS. A COPY OF THIS C 0 Rio", OUR FAC 1 . 33
IN ONLY. AND S-L NOT BE RELIED UPON IN ANY OTHER WAY I OESIGN TO IHE TRUSS ERECTION CONIAACTOR
jot): (6-1610) LOT 115 / T6 26'0 HID 9 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR S LAYOUT
TOVCHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
SOT CHORD 2X4 SP #2 N UPLIFT (LB): 550 550
WEBS 2X4 SP #3 BRG.LOC (FT): 0.00 25.71
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24,00" 0 C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity H-Uplift
---------------------------------------------------------------
xx* UPLIFT *xx I mmm HANGER xxx
H5 = -455#(Jacks Only) I HUS26 - + 2751# -12860(100 1ply)
MTS12 - -1000# 1 HUS26 - + 3315# -15500(160 1 p I y I
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(100 2ply)
MTT286 - -3786#(2 Each) (10d)l HHUS48 - + 5180# -20000(16d 2p 1 Y)
MTT2BB - -4455#(2 Each) (16a)l HGUS48 - + 6640# -2199#000 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500106a 2ply)
CS150 - -1650#(EaCh) I HGUS5.5- +113350 -3945#060 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
9' 9'
4X5 3X4 X5
In 12 1.5X3 1.5X3 U-)
F, 7 L,,-
In In
L7-t�- 3X4 (Al) 3X4 (A I) L
26'
2' 26' 2-
Av=1375# U=550# W=3"8 Rv=1375# U=550# W=3"S
TAG T8 SEG = 103944
PLT . TYP.-ALPINE DESIGN CRIT=TPI QTY I TOTAL I REV. 17.3s SCALE =0.2586
ALPINE ENGINEERED PRODUCTS INC TRUSSES AEOUIAE EXTREME CARE
)(*IMPORTANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNING I. AWLING. ERECTION AND 05/02/96 TC LL 30 0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE "16 91 UY TPI SEE THIS DE51GN
us TC DL 7 0 PSF OATE 05/02/96
S
FAILURE TO BUILD T14E TRUSS iN CONFORMANCE WITH OSTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �-1
A-11L CONNECTORS ARE AOF U� ?OG1 G�L' STEEL MEMNO ASTM QUIREMENrS UNLESS Uli'LRWISE INDICATED, TOP BC OL 10 .0 PSF ORWG
A446 OR 8 EXCEPT AS NOTEO APPLY CONNECTORS 10 EACH FACE OF CtIORD SHALL BE LAIERALLY J)AACEO WITH PROPER 5606
TRoSS AND UNLESS OT�IEPwISE LOCATED ON THIS DESIGN. POSITION LY AIIACHED PLYWOOD Sv4EATRI.G, BOTTOM C'1OA0 x BC LL 0 .0 PSF RAG
C C 5 PE � 1 5 0 50 r
�O F 0
NE TG� R 0 A. NO 13 , I C I A- ESIGN STANDARDS WITH PAOPERLI AITACHkO RIGID CEILING -- SEE STATE OF 47 .0 Ps
',ONFG- �/APPLJCABLE PROVISIONS OF NOS r IPI AN ENGINEER 5 ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER ITOT.LD F O/A LEN.
SEAL ON L.15 DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNibli A COPY OF TH JOUR FAC. I
--INEE
IN ONLY AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CON114ACTUII IS "1,, . 33
"dIE �'5,q H T P!;
DI ATF_jl�Tj TiITF n� . 1-1 N.T10- ()F�jrN -ri,jr.T111 -11 111,- ISPAC T NG 24 ,0 ITynp
oo: (6-1610) LOT 115 / T7 26'0 HIP 11 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR*S LAYOUT
TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
SOT CHORD 2x4 SP #2 N UPLIFT (LB): 540 540
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71
TRUSS DESIGNED FOR 100 MPH KIND. 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ,
DEFLECTION CRITERIA 15 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING, THIS TRUSS MAY NOT BE LOCATED
WITHIN_A_8-50'_END_ZONE_FROM_EDGE_OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. ------ - ----- --- ---- ---- ---- -----------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHOAO. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(+)=Gravity (-)-Uplift
------------------- ----------------------------------------
Xxx UPLIFT xxx I Xxx HANGER xxx
H5 . -4550(jacks Only) I HUS26 - + 2751# -12860(100 1ply)
MT512 - -1000# 1 HUS26 - + 33150 -1550#(i6o toly)
MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#000 2ply)
MT728B = -37860(2 Each) HOO)i HHUS48 - + 5180# -2000"160 2ply)
MTT28B - -4455#(2 Each) 060)j HGUS48 - + 5640# -219901 1 00 2ply)
MST60 - -4688#(Per 2oly) I HGUS48 - + 8000# -2650 6a 2p]
CS150 - -1650#(Eacn) I HGUS5.5= +113350 -3945:�1 Y
160 3ply)
------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
.4'
4X5 4X6
12 1 .5X3 1.5X3
7
—L3X 4(A 1) 3X4(Al)
4�5_
3X73X4 3X4
26'
2' 26' 2'
Rv=1375# U=540# W=3"8 Rv=1375# U=540# W=3"B
TAG T7 SEG 103946
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = I TOTAL I REV. 17.3s SCALE =0.2586
ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 05/02/96 TC LL 30 .0 PSF REF
XXIMPORTANT*x SHALL NOT BE RESPONSIBLE F014 ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIO-91 BY TPI. SEE THIS DESIGN
S
FAILLPE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 13Y TPI FDA ADDITIONAL SPECIAL PERMANENT BRACING RE ou TC DL 7 .0 PSF DATE 05/02/96
ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASIM GUIREMENTS UNLESS OTHERWISE I NOICATED, TOP BC DL 1 0 .0 PSF DRWG
A446 OR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD$HALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 60TIOM CHORD X BC LL 0 .0 PSF RAG
CONNECTOAS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICABLE PAOVISIONS OF NOS C TPI AN ENGINEER S ALPINE TECHNICAL UPDATE (7/s/91) FDA PROPER STATE OF TOT.LO. 47 .0 PSF O/A LEN
tOR101, 9 V F JOUR FAC. 1 . 33
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS
it t 9'� ',,
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY I DESIGN TO THE TRUSS ERECTION CONTRACTOR
on: (6-1610) LOT 115 / T8 26'0 Common THIS OWG PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYoUr
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
SOT CHORD 2X4 SP 02 N UPLIFT (LB): 540 540
WEBS 2x4 SP #3 BAG.LOC (FT): 0.00 25�71
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity H-UPlift
---------------------------------------------------------------
xxx UPLIFT xxx I x" HANGER xxx
H5 = -4550(jaCk5 Only) I HUS26 - + 2751# -1286#(10d 1ply)
MTS12 - -10000 1 HUS26 - + 33150 -1550 ( 6d 11ily)
MTS12 -20000(2 Each) I HHUS48 - + 4299# -1660:1 1100 2ply)
MTT286 -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000 (1 SO 2p 1 Y)
MTT28B -44550(2 Each) (160H HGUS48 - + 6640# -2199:1 100 2ply)
MST60 -4688#(Per 2ply) HGUS48 + 80000 -26500(ISO 2ply)
CS150 -1650#(Each) i HGUS5.5: +11335# -3945#(160 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEA DETAILS
13' j3'
4X4
12 1 .5X3 1.5X3
7 F�:;
3X4 (A 1) 3X4(Aj)
3X4 3X4 3X4
26'
2' 26' 2�
Rv=1375# U=540# W=Y8 Rv=1375# U=540# W=3"8
TAG T6 SEG 103948
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = i TOTAL I REV. 17.3s SCALE =0.2586
)()( ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIPE EXTREME CARE 05/02/96 TC LL 30 .0 PSF REF
XXIMPORTANT SHALL NOT BE RESPONSIBLE FO'A ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIB-91 13Y IPI SEE THIS DESIGN us TC DL 7 . 0 PSF DATE 05/02/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSH By TPI FOR AOUITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS APE WACIE OF 20GA GALV STEEL MEETING ASIM GUIPEIENIS UNLESS OTHERWISE INOICAIED, TOP BC DL 10 ,0 PSF DRWG
A446 GO 8 EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE OF CHOAD SHALL BE LATERALLY BRACED WITH PROPER 5606 -
TPUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION EY ATTACHED PLYWOOD SHEATHING, 801104 CHORD BC LL 0 .0 PSF R A G
CONNECTORS PER DRAWINGS 130, 150& 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM ./APPLICABLE PROVISIONS OF NOS & TPI AN ENGINEER*S ALPINE TECHNICAL UPDATE (711191) FOR PROPER STATE OF TOT.LO. 47 .0 PSF O/A LEN
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS t 0 Rio" IDUR FAC. 1 . 33
IN ONLY, ANO SIALL NOT 13E RELIED UPON IN ANY OTHER WAY� DESIGN TO THE TRUSS ERECTION CONI
.--TPI ',IT' .. ..... FP A(7 1 N 4 0" 1 TyrF rnmN
Jot): (6-1610) LOT 115 / T9 25'0 HIP 7 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFA'S tAYOUT
TOP CHORD 2x4 SP 92 N : T2 2x4 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT 13EARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 1130 1130
WEBS 2X4 SP #3 BRG.LOC (FT): 0.00 24.71
TRUSS DESIGNED FOR 100 MPH WIND. 20.80 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF HOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
$1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity (-)-Uolift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C+ ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Xxx UPLIFT Xxx I xxx HANGER xxx
H5 . -4550(jacks Only) HUS26 + 2751# -1286 Oci 101y)
MT512 = -30000 i HUS26 + 3315# - 550:1116d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 + 42990 -16600(IOa 2ply)
MTT28B - -3786#(2 Each) (10a)l HHUS48 + 5180# -2000 6d 2ply)
MTT28B = -4455#(2 Each) (160)1 HGUS48 + 6640# -2199:(,'Do 2p Y)
MST60 - -4688#(Per 2ply) I HGUS48 + BOOO# -2650 16d 2ply)
CS150 - -1650f(Eacn) I HGUS5.5- +11335# -3945:k6d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
7' It' + 7'
4XB 1,5X4 4X8
n r=
T u T
Ln 12 1 .5X3 >1 .5X3
7
In
3XB (81) �3XB(81)
�X4 -3 x=8 3X4 18,7"
25'
2' 25' 2-
7' 11' 7'
576 57h#
Rv=2515# U=1130# W=3"B Rv=2515# U=1130# W=3"8
TAG T13 SEQ 103950
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL 2 REV. 17.3s SCALE =0.2675
X ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIPE EXTREME CAPE 05/02/96 TC LL 30 .0 PSF REF
XXIMPORTANT* SHALL NOT BE RESPONSIBLE FOTI ANY WARNING I. HANDLING ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING SEE M18-91 BY TPI SEE THIS DESIGN us TC DL 7 .0 PSF DATE 05/02/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECIOAS ARE MADE O� 20GA GALV STEEL MEETING ASIM UUIAEMENIS UNLESS 0111kANISE INDICATED+ TOP 8C DL 1 0 -0 PSF DAWG
A446 GA 0 EXCEPT AS NOTED APPLY CONNECTOR$ TO EACH FACE OF CHORD SHALL BE LATERALLY HHACLD WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYNOOO SHEAIHING� BOTTOM CHORD BC LL 0 .0 PSF RAG
CONNECTORS PER DRAWINGS 130. 150 � 16OA-F DESIGN STANDARDS IT.PROPERLY ATTACHED RIGID CEILING -- SEE
STATE OF
t AND SHALL NOT BE AELIEO UPON IN ANY OTHER WAY TRUSS ERECTION CONTR
CONFOP� W/APPLICABLE PROVISIONS OF NOS L TPI AN ENGINEER 5 ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER TOT.LO. 47 .0 PSF O/A LEN
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS OUR FAC. 1 . 33
IN ONLY ,DESIGN TO 71�E 11 E 0"'
nFSjC,N RPF(-TF1C1Tjf1N — woon rn---T!�!UM I
- - - - - - - - -111 11 ATE_1ISTI1,11F, _ IDS = I)-, I.TT-1 ISPACTNG see ahnVP T yr)r H T PI;
oo: (6-1610) LOT 115 / TIO 25'0 HIP 9 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFn-S tAYOUT
TOP CHORD 2x4 SP 02 N : T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 620 620
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.71
TRUSS DESIGNED FOR 100 MPH WIND. 21.39 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (10P) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24,00" D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORO� TYPICAL SIMPSON OR EQUAL LIPLIFTMANGER REQUIREMENTS
(+)-Gravity (-)-Uolift
------------------- ----------------------------------------
xxx UPLIFT *xx I **x HANGER x*x
H5 = -455#(Jacks Only) HUS26 + 27510 -1286#(100 Iply)
MTS12 - -1000# i HUS26 + 33150 -15500(16(1 Iply)
MTS12 - -20000(2 Each) I HHUS48 + 4299f -1660"Od 2ply)
MTT28B = -3786#(2 Each) (10d)l HHUS48 + 5180# -200011160 2ply)
MTT28B -4455#(2 Each) (16d)l HGUS48 - + 66400 -2199 1 00 2p I y)
MST60 -4688#(Per 2ply) I HGUS48 - + BOOOP -2650 6d 2p I y)
CS150 -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
7' 9*
4X5 4 6
Ln 12 1.5X3 1.5X3
7
In In
3X 4 (A 1) 3X4 (Afl 18'7"
3X7 3X4 3X4
25'
2-
2 25'
Rv=1328# U=620# W=3"8 Rv=1328# U=620# W=3*'8
TAG T12 SEQ = 103952
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SCALE =0.2675
ALPINE ENGINEERED PRODUCTS, I1U11E1 Al.U1.1 1XIRI-E CARE 05/02/96 TC LL 30 .0 PSF REF
XXIMPORTANTXX SHALL NOT BE RESPONSIBLE 'OR !"Y WARNING I N HANDLING. ,RECIION AND ,,I I I I,
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-9j BY TPI SEE THIS DESIGN us TC DL 7 . 0 PSF DATE 05/02/96
rAILUHE TO BUILD bit [RUSS IN CONFORMANCE WIT14 OST88 BY TPI FOR ADDITIONAL SPCCIAL PER.ANCNT BRACING RE
ALPINJ CONNLCIDIIS AfIL MAGL O� 20GA GALV SR,LL MEETING ASIM UUIHLM1,NIS UNtLSS U114LRWISL iNDICAIkO 1UP BC OL 1 0 .0 PSF OAWG
A446 GA 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACLO WITH PROPER .5606 8C LL 0 .0 PSF RAG
TRUSS AND UNLESS OTHEAWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD
CONNECTORS PEA DRAWINGS 130. 150 E 160A-F DESIGN STANDARDS IT.PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN
CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI AN ENGINEER S ALPINE TECHNICAL UPDATE 1711191) FOR PROPER
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS
it t IN ONLY AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY t DESIGN TO Dil TRUSS ERECTION CONTRACTOR IDUR.FAC. 1 .33
t I .. Pj 1.�,I,w, '��I'll 1-1-1 1 1- — 11 !��os 1,;PA(-TNf-, ?4 n nr- �ATPq
Do: (6-1610) LOT 115 / T11 25'0 HIP 11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFA'S JAYOUT
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2X4 SP #2 N UPLIFT (LB): 620 620
WEBS 2X4 SP #3 BRG.LOC (FT): 0,00 24.71
TRUSS DESIGNED FOR 100 MPH WIND, 21.97 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5�00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8 50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CON71NUOUS LATERAL BRACING AT 24.00" 0 C. ---------------------------------------------------------------
muST BE PAOPEPLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(+)=Gravity (-)-Uplift
------------------- ----------------------------------------
xxx UPLIFT xxx I xxx HANGER xxx
H5 = -455#(JaCkS Only) HUS26 + 2751# -1286#(100 1ply)
MT512 - -1000# i HUS26 + 3315# -1550#(160 1ply)
MTS12 - -2000#(2 Each) I HHUS48 + 4299# -1660#(1 oa 2ply)
MTT28B = -37860(2 Each) (10d)l HHUS48 + 5180# -2000#(16d 2p I y I
MTT28B - -4455#(2 Each) (160)1 HGUS48 + 6640# -2199#(100 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 + 8000# -2650#1 160 2ply)
CS150 = -1650#(Eacri) I HGUS5.5- +11335# -3945#116a 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
i-_3' d
4X6 4X5
In 12 1.5X3 1 .5X3
>1 5X3
Cn 7 L,,-
Lo
3X4 (Al) 3X4 (Afl
A L 18 7
X4 3X7
25'
2' 25' 2'
Rv=1328# U-620# W�3"8 Rv=1328# U=620# W=3"8
TAG T11 SEG 103955
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY TOTAL 2 REV. 17.3s SCALE -0,2675
)( ALPINE ENGINEERED PRODUCTS, INC TRUSSES REOUIAE EXTREME CARE 05/02/96 TC LL 30 .0 PSF REF
xxIMPORTANT)( SHALL NOT BE RESPONSIBLE F OR ANY WARNING IN HANDLING LFTECIION AND .......
OLVIATION FROM 11,15 DESIGN W THESE SPECIFICATIONS, OR ANY DPACING SLE H18-91 By FPI SEE THIS DESIGN US 6' TC DL 7 .0 PSF DATE 05/02/96
FAILuAE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 By TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
A,PINE CONNECTORS AAL MACE OF 20GA GALV STEEL MEETING ASTm OUIREmENIS UNLESS OTHERWISE INDICATEO. TOP BC DL 10 0 PSF 0AWG
A446 5A 6 ExCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TAISS ANO UNLESS OTHEAWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 BC LL 0 0 PSF RAG
CONNECTORS PER DRAWINGS %3Q, ISO L MQx-F DESIGN STkNO&ROS WITH PROPERLY AT14cilED RIGID CEILING -_ SEE SIAI E OF OT LD� 47 EN.
�CNFCAI I/APPLICAaLE PAOYISIGNS OF NOS I IPI AN ENGINEER 5 ALPINE TECHNICAL UPDATE (7111911 FOR PROPER T 0 PSF O/A L
SEA� ON IIIS OAAWJNG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 0 RIO DUR.FAC 1 . 33
1%ONLY AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR
A IF I 1��I T�l IF NDI . 1q91 NATIOINA, OESIGN �PICT'trTON 101 c;PA('TN(-, ?4 n H T MCI
jot): (6-1610) LOT 115 / T12 25'0 Common THIS DWG PREPARED BY THE At-PINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAy0wT
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 620 620
WEBS 2x4 SP #3 BAG.LOC (FT): 0.00 24.71
TRUSS DESIGNED FDA 100 MPH WIND. 22.41 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAO. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O,C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(+)-Gravity (-)-Uolift
---------------------------------------------------------------
xx* UPLIFT xxx I Xxx HANGER xxx
H5 = -455#(Jacks Only) HUS26 = + 2751# -1286#(10a Iply)
MTS12 - -1000# i HUS26 - + 3315# -1550#(16(J Iply)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(1 Ou 2p I y)
mTT28B = -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000A(16d 2ply)
MTT28B - -4455#(2 Each) (16d)] HGUS48 - + 6640# -2199 11 100 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -265011160 2ply)
CS150 - -1650#(Each) I HGUS5.5= +11335# -3945f(I 6a 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FDA UPLIFT/HANGER DETAILS
12*6" 12'6"
k
4X4
12 1.5X3 1.5X3
7
3X4(Al) X4(Al)
4'5 ttl t,18*7"
3X4 3X4 3X4
25'
2' 25' 1-2-
Rv=1328# U=620# W=3"B Rv=1328# U=620# W=3"B
TAG TIO SEG 103957
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL I REV. 17.3s SCALE =0.2675
)( ALPINE ENGINEERED PRODUCTS INC TRUSSES REOUIPE EXTREME CARE 05/02/96 TC LL 30 .0 PSF REF
xxIMPORTANT)( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIO-91 BY TPI SEE THIS DESIGN us TC DL 7 . 0 PSF DATE 05/02/96
VA[Lu"E TO BUILD THE IAUSS IN CONFORMANCE WITH OST68 By IPI FOR ADDITIONAL SPECIAL PEA.ANENI UAACING RE
"U
ALPINE CONNECTORS ARE MAUL Of 20GA GALV STEEL MEETING ASIM QUIHEMENtS UNLESS OTHERWISE INGICATEO. TOP BC OL 10 .0 PSF �RWG
A446 GR 6 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 -0 PSF RAG
n,4�,—i
CONNECTORS PEA OPANINGS 130. 150 & 16OA-F DESIGN STANDARDS WITH PROPERLY ATTAC14ED RIGID CEILING -- SEE S ATE OF TOT.LD. 47 .0 PSF O/A LEN
CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI AN ENGINEER*S ALPINE TECHNICAL UPUATE (7/1/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS AID
JOUR.FAC. 1 . 33
IN ONLY AND S"ALL NOT HE AfLiLD UPON IN ANY OTHER WAY DESIGN 10 THE TRUSS E"FCTION CONIHACIGA
EE
FPArTKJr� 1,1 r)
Job: (6-1610) LOT 115 / T13G 4' GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TAUSE MFR,
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200
WEBS 2x4 SP #3 BRG.LOC (FT): 0,00 3.71
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity H-Uplift
---------------------------------------------------------------
x*x UPLIFT xxm I XXX HANGER xxx
H5 - -455#(JaCk5 Only) HUS26 + 27510 -12860(100 1ply))
MTS12 = -1000# i HUS26 + 33150 -1550#1 160 ip I Y
MTS12 - -20000(2 Each) I HHUS48 + 4299# -i660#f I Do 2ply)
MTT28B - -37860(2 Each) (100)1 HHUS48 + 51800 -2000#116d 2ply)
MTT28B = -4455#(2 Each) (16d)l HGUS48 + 6640# -21990(10d 2ply)
MST60 - -4688#(Per 2ply) HGUS48 8000# -2650#(160 2ply)
CS150 - -1650#(Eacri) i HGUS5.5: ++11335# -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
2' 2'
12
7 Z[,�-
CU
2X4 (DI) X4 (Dfl
d' 9.
1.5X3
R ?00# W=3"8 Rv=188# U=200# W=3"8
TAG T15 SEG = 93368
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = I TOTAL I REV. 17.3t SCALE =1 .9396
ALPINE ENGINEERED PRODUCTS, INC TAUSSLS REQUIRE EXTREME CARE 05/02/96 T C L L 30 0 PSF REF
XXIMPORTANTXX SHALL NOT BE RESPONSIBLE FOR AN' WARNING IN HANOIING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 By IPI SEE THIS DESIGN TC OL 7 0 PSF DATE 05/02/96
i A I k Uilk 10 UQ I L 0 11 It T HubS IN CONVOilmANCE WITH UST88 BY IPI F014 ADDIIIONAL SPECIA1 PtJ1MANLNT IIHACING "it 10 0 PSF �R
A0'INL CONNEC1011S A"L 1ADf O� 20GA GALY 5TLLL MEETING ASIM UUIREmLN1S UNLLtS U1HLHwIS1_ INUICAILG, IU0 BC DL WG
A446 GA 8 ExCEPI AS NOTED APPLY CONNECTORS TO EACH FACE OF CkiORO SHALL BE LAIERALLY BRACED WITH PRUPL64 5606 0 0 PSF THB
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL
CONNECTORS PER DRAWINGS 130 150 C 16OA-F DESIGN STANDARDS WITH PROPERLY ATIACHED RIGID CEILING -- SEE
STATE OF TOT LD. 47 0 PSF O/A LEN.
CONFORM W/APPL[CABLE PROVISIONS OF NOS r. TPI AN ENGINEER S ALPINE TECHNICAL UPOAIE (7YI191) FOR PROPER 0 Rio, F
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HE14E DRYWALL APPLICATION FURNISH A COP
Jj:C%RIHIS DLJR.F AC. I -33
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO ]HE TRUSS EIILCTION CONE I(
�r)A�Y H- I
Jot): (6-1610) LOT 115 / T13 4' COMN THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (1991 SBC)
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200
WEBS 2X4 SP #3 BRG.LOC (FT): 0.00 3,71
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24 00" O�C TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHEO TO THE BOTTOM CHORD (+)=Gravity H=Uplift
------------------- ----------------------------------------
xxx UPLIFT xxx I xxx HANGER xxx
H5 ' -455#(JaCks Only) I HUS26 - + 2751# -1286#(100 1ply)
MTS12 = -1000# 1 HUS26 = + 3315# -1550#(16d 1ply)
MTS12 A -2000#(2 Each) I HHUS48 - + 42991 -1660 10d 2ply)
MTT2B8 - -3786#(2 Each) (100H HHUS48 - + 51800 -2000:116d 2ply)
MTT268 = -4455#(2 Each) (160)] HGUS48 - + 6640# -21990(10d 2ply)
MS760 - -4688 Per 2ply) HGUS48 + 80000 -2650#(160 2p ly
CS150 - -1650:�Eacn) i HGUS5.5: +11335# -3945#(16d 3plyl
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
-2' 2'
�n
12
7 4(A I) X4(AI
4.5 Lj 9'
_2' 4' 2'
Rv-341# U=200# W=3*'8 RY-341# U=200# W=3"B
TAG T14 SEG 93366
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = I TOTAL I REV. 17.3t SCALE =0.9516
ALPINE ENGINEERED PRODUCTS, INC TRUSSES FIE 0 IRE EXTREME CARE 05/02/96 TC LL 30 .0 PSF REF
)(*IMPORTANT)()( S.AL E NOT BE RESPONSIBLE FO AN, WARNING IN HANDLI1U ERECTION AND
S S CI N
DEVIATION FROM THIS DESIGN OR THE E PE FICATIO S. OR ANY BRACING SEE H18-91 By TPI SEE THIS DESIGN 11 US TC OL 7 .0 PSF DATE 05/02/96
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE %A E I
ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM QUIPENENTS UNLESS OTHERWISE INDICATED, TOP 8C OL 1 0 . 0 PSF OAWG
A446 GA I)EXCEPT AS NOIJO APPLY CONNECTORS TO EACH FACE OF CHOPO SHALL HE LATL14ALLY UAAC(O w11M PHOPIA 5606 -
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHLAIMING, BOTTOM CHORD A BC LL 0 .0 PSF TH6
CONNECTORS PER DRAWINGS 130, 150 C 16OA-P DESIGN STANDARDS NITH PROPERLY ATTACHED RIGID CEILING -- SEE 4 7 .0 PSF O/A
STATE OF
t CONFOAM W/APPLICABLE PROVISIONS OF NOS & TPI AN ENGINEER S ALPINE TECHNICAL UPOATE 17/3/91) FOR PROPER TOT �LO. LEN
SEAL ON tMIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE UAYIAILL APPLICATION FURNISH A COPY OF TMIS 1)RIO" DUR FAC. 1 . 33
IN-ONLY. ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACIOR INE&5 I'PA(-TN(-, ?4 n" rnMN
. -f . !.IAI P .11 nl . 1-1 IFIIIN —1-111"I" Ll"I" I—, I ,,,, C,
joo� (6-1610) LOT 115 / J 7'0 END JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 S8C)
BOT CHORD 2x4 SP 02 N UPLIFT (LB). 330 200 240
WF[3S Px4 SP #2 N BAG i OC (FT) 0 00 7 00 7,00
1 HUSS 01 S I GNI 1) FOR 100 MPH WIND, 15.00 FT MFAN HE IC11f.
WITH DEAD LOAD OF 5.00 PSF (rOP) AND 5.00 PSF (L301TOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8 50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O�C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity H=Uplift
---------------------------------------------------------------
xxx UPLIFT xxx I xxx HANGER xxx
H5 = -455#(Jacks Only) I HUS26 = + 27510 -1286#(iOcj 1ply)
MT512 = -1000# 1 HUS26 - + 3315# -15500(160 Jply)
MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660 11 10d 2ply)
MTT28B = -37860(2 Each) (10d)l HHUS48 = + 5180# -2000,1160 2ply)
MTT286 = -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199 100 2ply)
MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -2650:((1 6d 2ply)
CS150 = -165OP(EaCh) I HGUS5.5- +11335# -3945#(160 3ply)
----------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE 3 1 160 TOE-NAILS AT TOP CHORD.
PROVIDE 2 1 16o TOE-NAILS AT BOTTOM CHORD.
Rv=212# U=240#NAILED
13 1 4
"T
u
12
7
2X6(Al)
4"5 9
2
Rv=527# U=330# W=3"B Rv=73# U=200#NAILED
TAG T16 SED 103961
PLT. TYP. -ALPINE DESIGN CRIT=TPI OTY = 21 TOTAL 21 REV. 17.3s SCALE =0.4262
ALPINE ENGINEEAEO PRODUCTS, INC TIU1111 11"WIRE IVII1.1 CAPE 05/02/96 TC LL 30 .0 PSF REF
KXIMPORTANTXX SIIALL NOT BE RESPONSIBLE FOR ANY WARNING i N HANDLING ,PECIION AND
DEVIATION FROM TIIIS OtSiGN OR TvIESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TPI SEE TfilS DESIGN
j"S TC DL 7 .0 PSF DATE 05/02/96
FAILURE TO dUILD hli 1,4U��b IN LONVURMANCE WITH GS188 BY TPI FOR ADDITIONAL SPECIAL PEA.AI�Nf UkACING PE
ALPINE CONNECTORS AFit VALIL OF 20GA GALV STEEL EETING ASTM OUIAEWENtS UNLESS OIREPNISL INDICAILU 1011 BC DL 10 ,0 PSF ORWG
A446 GR B fXCEPI AS NOTE[) APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY d14ACtD wl�li 1114OPER 606 RAG
IRU5S AND UNLESS OL""ISt tUCATED ON THIS DESIGN. POSITION EY ATTACHED PLYWOOD SHEAI�IING dGITO. C1,0140 BC LL 0 -0 PSF
LGNNtCF0.1S PjR D"ANiNGS lj()� IbO & 16OA-F DESIGN STANDARDS WITH PROPERLY AT7AC�,ED RIGID CfILING - SEE TOT LO. A LEN
CO11UH. ICAdLi IPOIISIONS OF NOS & TPI AN ENGINEER S ALPINE TECHNICAL UPDATE ()/1/91) FOP PHOPtil STATE OF 47 .0 PSF 0/
�0 AIO%�
SEAL ON 11�IS U'4-11G --LIES 10 THE CO.PONE.1 DEPICTED ERE DRYWALL APPLICATION 11,RNISH A CUT" I T1,11 JOUR.F AC 1 .33
U
11 ONLY AN'; S`A NOT ii� Ht,1EQ UPON IN ANY OTHER WAY RESIGN 10 ITIE TRUSS EH1,C11ON COMPACT
t INI-
Jot): (6-1610) LOT 115 / J 5-0 CDR JACK THIS DwG. PHEPARED FROM COMPUTER I NPU I (t DADS & D I MENS IONS) SUBM I I It[) t3Y [RUSS MI-R
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 280 200 200
WEBS 2x4 SP #2 N BRG.LOC IFT). 0.00 5.00 5.00
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5�00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING, THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8 50' END ZONE FROM EDGE OF THE ROOF
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O,C� ---------------------------------------------------------------
MUST BE PRDPEALY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity H=Uplift
------------------- ----------------------------------------
Xxx UPLIFT xxx I xxx HANGER *xx
H5 = -455#(Jacks Only) HUS26 = I, 275t: -12864IF(IOd 1ply)
MTS12 = -1000# i HUS26 - + 3315 -155OA (16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660 11 100 2ply)
MTT28B = -3786#(2 Each) HOW1 HHUS48 = + 5180# -20001(16d 2ply)
MTT28B - -4455#(2 Each) (160)1 HGUS48 - + 66400 -2199#00d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650 16d 2ply)
CS150 = -1650#(Each) I HGUS5.5= +113350 -3945:(116a 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE 2 ISO TOE-NAILS AT TOP CHORD
PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD
Rv=133# U=200#NAILED
11 '11"4
In
m 12
7
_T_ 2X6(AI)
4 1 5
L 2' �i 5'
Rv=446# U=280# W=Y8 Rv=44# U=200#NAILEO
TAG T17 SEG 103963
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 12 TOTAL 12 REV. 17.3s SCALE =0.5387
ALPINE INGINEERE. 1REI..CT1. IN 05/02/96 TC LL 30 .0 PSF REF
XXIMPORTANTXX SOAL� NOT BE RESPONSIBLE FOR AhJCy WARNING c-C'..".
DEVIA[ION FOGM 1111t,WSIGN DO IHLSE SPECIFICATIONS, Oil ANY 1314ACING SiC Hill 01 BY li'l Sit 01IS OLSIGN TC DL 7 .0 PSF DATE 05/02/96
TOOL 10 dUiil) 11-1 1OW6 IN CONIGINANCt WITH US188 UY IP) FUR ADDITIONAL SPICIAI PIOMANINI HOA L I NI, 'it IU
A,I
ALP NE CONNECIOFIS Alit MADE Ot 20GA GALV STEEL MEETING ASIM QUIREMLNIS UNLCSS OTOLOWIS!, iN1Jlt*ATjj tOO BC DL 10 .0 PSF ORWG
A446 Gil d EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE U1 CIOG140 SIOALA BE LA11FAILY ORACTO Willi PHO"t'i 5606 -
TRUSS AND UNLESS 01111"WISI LOCATED ON THIS DESIGN, POSITION tY AIIACttIO PLYWOOD SiIfAlOiNG. 110110m 1_1041) X BC LL 0 .0 PSF RAG
CONNECTORS Pit)DOANINUS 13L. IbO & 16OA-F DESIGN STANDARDS W17H PHOPEALY ATIA040 OIGJD C1 It ING �t I STATE OF OT LO, 47 .0 PSF O/A LEN
CUNT 064M W/APPL ICAIT,k OlOVISIONS OF NOS & rPI AN ENGINEER'S ALPINE TfCIINICAI uPDAIL (//I/Ulj luri Oliutliil tr
',I At ON O.—M. At�'�,11', TO ME C.UMPONINI 01PICIII) 10111 DHYWAI I AP111 ICAIION I WONI!,11 A LDI-Y 01 0 A10", 1 . 33
iN ON, A%!)'�l T NO I III Ol 1 11 1)UPON IN ANY 01111 H WAY III Sl(;N It; ].it I III I I JON LUNI"Al ITT,T INEE95 I Nf- -1 A rV
kPAr �Ti 0
jot): (6-1610) LOT 115 / J 3*0 COR JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 13Y TRUSS MFR
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 240 200 200
WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA 15 L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8,50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGEA REQUIREMENTS
(+)=Gravity (-)=Uplift
---------------------------------------------------------------
xxx UPLIFT xxx I xxx HANGER xxx
H5 = -455#(Jacks Only) I HUS26 = + 27510 -1286#(100 1ply)
MTS12 = -10000 1 HUS26 - + 33150 -1550 6a iflyl
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660:11100 2p y
MTT28B = -3786#(2 Each) (10d)l HHUS48 = + 51800 -2000 160 2ply)
MTT288 = -4455#(2 Each) (16d)l HGUS48 = + 6640# -2199 1 Od 2pjy�
MST60 = -468BO(Per 2ply) HGUS48 " B000# -26500(16d 2p y
CS150 = -1650#(Each) i HGUS5.5: +11335# -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE 2 16a TOE-NAILS AT TOP CHORD.
Rv=37# U=200#NAILED PROVIDE 2 16a TOE-NAILS AT BOTTOM CHORD.
41 10'9"4
1 1
Ln In
C. 12
7 [,,-
2X6(Al)
4 5 9'
2' 3
Rv=385# U=240# W=3"B Rv=13# U�200#NAILED
TAG T18 SEQ 103965
PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY = 12 TOTAL 12 REV. 17.3s SCALE =0.7319
ALPINE INrIN11111. I...1.1111. INC IFFUSI C I R1.1JIlI1 1)(Illllitl CARE 05/02/96 TC LL 30 .0 PSF REF
xxIMPORTANTxx s.., NOT 8L FIESPONSIE(E FOR ANY WARNING I N HANOI ING HIJCIION AND
lItYIAIIRNJl4UM [Plit, 0l',Jl,N Oil IH1,SL SPECII ICAi IONS. OR ANY U11ACING SIT HID 91 Ily li'l St I lill- IRSIGN
us TC OL 7 .0 PSF DATE 05/02/96
I AILUlit 10 UU11 0 lilt 1HUSS IN CONVO14MANCE W17H 051813 Ely IPI FOO ADDIIIONAL SPECIAL PIL—ANINT 11H CING 14L 01
ALPINE CONNECIOL15 APT MAUE Of POGA GALV STEEL MEETING ASTM OUIREMENIS UNLESS OlHEHWISE INDICATkO. TOP B C 0 L 10 .0 PSF DRWG
A446 GH 8 FXCtPT AS NUIED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 61 LATERALLY J311ACLO WITH PHUPLH 5 606 RAG
Vt TRUSS AND UNLISS 011414WISE LOCATED ON THIS DESIGN. POSITION LY AT TACHED PLYWOOD SHEAIHING, 1301 TOM CiIOHO B C L L 0 .0 PSF
CONNECTOAS PER OLHAIN(,5 130, JbO & IbOA-F DESIGN StANDARUS WITH PROPERLY ATTACHED RIGID CEIL ING -- SEE STATE OF TOT.LD. 47 . 0 PSFIO/A LEN
CDN$OPM W/APPL ICAatE ll�iUVISIUNS OF NOS & fPl AN ENGINEER S ALPINE TECriNICA1 UPDATE (1/l/91) FOR PHOPER I
SIAL ON hilS 014AIING Ai'PL IE5 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS 4 0 RIO, JOUR.FAC. 1 . 33
RACTUR
11(;11 Y .10 S-1 1 101 OE I'LL IED UPON IN AN' DILLER WAY I DESIGN TO THE TRUSS kHECTION CONI
tNE III�I T I,'
jot): (6-1610) LOT 115 / J 1 '0 CDR JACK III[", OWG PRFPARFD FROM COMPUTER I NPUT (I OADS & D I MFNS IONS) SUBM IT It 1) BY 114OSS MIR
TOP CHORD 2x4 SP 02 N PROVIDE U13LIFT CONNECTIONS AT BEARINGS AS INOICATEO. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 270 200 200
WEBS 2x4 SID #2 IN BRG LOC IFT). 0,00 1.00 1�00
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (T'OP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAO. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8 50' END ZONE FROM EDGE OF THE ROOF.
A HIGID CEILING Oil CONTINUOUS LAFERAL BRACING Af 24.00" O.C. -.1--------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1YI31CAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)=Gravity H=Uplitt
---------------------------------------------------------------
xxx UPLIFT xxx I xxx HANGER xxx
H5 = -455#(JaCks Only) HUS26 = + 2751; -1286#(100 1ply)
MTS12 = -1000# ! HUS26 - + 3315 -1550 16d Iply)
MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660:110d 2ply)
MTT28B - -3786#(2 Each) (10a)l HHUS48 = + 5180# -2000 16d 2ply)
MTT286 = -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199:((10d 2ply)
MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply)
CSISO = -1650#(Each) I HGUS5.5;m +11335# -3945#(16(1 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE ( 2 1 160 TOE-NAILS AT TOP CHORD.
PROVIDE 1 2 1 16d TOE-NAILS AT BOTTOM CHORD.
T-4
U-) 12
7 9'
L 2'
Rv=508# U=270# W=3"8
Rv=155# U=200#NAILED Av=26# U=200#NAILED
TAG T19 SEQ 103967
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 12 TOTAL 12 REV. 17.3s SCALE =1 . 1409
ALPINE ENGINEERED PRODUCTS. INC I1U11E1 111,111il I�TRIIHI CARE 05/02/96 TIC LL 30 . 0 PSF REF
xxIMPORTANT)(x s., NOT BE RESPONSIBLE FOR ANY WARNING I N IiANDL1NC. EOECiION AND
Dt�IAIJON fTOM IIIIS DESIGN OR DEESE SPECIFICATIONS, OR ANY BRACING SEE HIS-91 By TPI SEE TIOS DESIGN US TIC OL 7 .0 PSF DATE 05/02/96
fAhUIAC 10 BUILT [#it TRUSS IN CONFGHMANCE WITH UST86 BY fPI FUR AUDI[TONAL SPECIAL PLOMANiNI U14ACING TIE
Ak,i'INE CONNECIUOS APE MADE Of 20GA GAIV STEEL MEETING AStM QUIREmENTS UNLESS 011ikAIIISIE INDICAIVO 1011 BC DL 10 . 0 PSF DRWG
A446 GO 11[XCLill AS NOTED �lPLY CONAILCTUHS TO EACtl FACE Of CHOOO SliAt L BE k AILHAI I Y EJOACLD WE III PIAOPCH 5606 RAG
I HUSS AND UNI ESS 0 1 1 It RIW I SI, tOCAILD ON IOIS DESIGN, POSITION LY ATTACkl[O PLYWOOD SilEA114INC HOITOM 010FID III BC LL 0 .0 PSF
CGNNLCIOPS PEO DHAAINGS 130 1',,0 L 16OA-F DESIGN STANDARDS III PROPE14LY ATTACk1EO OIGILI CLI1 ING - SEE 47 .0 PSF
t
- STATE OF TOT.LD. O/A LEN,
CONIC)— A/AJIP,ICA�Lk, FRUV15IONS OF NOS E IPI AN ENGINEER S ALPINE ILCtiNICAI UPDATE 1711191) FOR PROPER F _T
%f A, ON 1-11%Ol—ING Aill'i 11 S TO Ilk COmIIONI ISE ULF PICIED Iii OF I)AYWAL I ATIPI ICA]ION FURNIS" A CUP Y " I"IS DUR.FAC. 1 . 33
IN 0%,.Y,. AN,) �A;I NO I III I it I I It 0 UPON IN ANY OT-9 WAY DLSi6N 10 illt .IIiJSS tTICIION CONIHALIDIT qPArT?,Jf-, ').1 0 JArW
jot): (6-1610) LOT 115 J 7*0 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #1 Dense UPLIFT (LB): 410 2990 200
WEBS 2x4 SP #3 BRG LOC (FT)� 0.00 9.90 9.90
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L1240 LIVE AND L/180 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
SETBACK CORNER JACKS HAVE NO WEBS. W=Gravity (-)=Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O-C, Xxx UPLIFT xxx I Xxx HANGER xxx
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 . -455#(jacks Only) I HUS26 - + 27510 -1286 100 1ply)
MT512 = -1000# 1 HUS26 = + 33150 -1550:1160 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(100 2ply)
MTT28B = -37860(2 Each) (100)1 HHUS48 - + 5180# -2000#(160 2ply)
MTT28B = -44550(2 Each) (16d)l HGUS48 = + 66400 -2199#110d 2ply)
MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -26500 160 2ply)
CS150 - -1650#(Eac n) I HGUS5.5- +11335# -3945# 16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
Rv=321# U=200#NAILE14ROVIDE 3 160 TOE-NAILS AT TOP CHORD,
PROVIDE 3 160 TOE-NAILS AT BOTTOM CHORD.
127 12'8 12
_($�l 3' 1 8
�F' 1 .5X4 In
12
2X6(A I)
4-'5 3X3-
2'9"15 9' 10"13
7'0 14 5*7"14
1191
Rv=571# U=410# W=4"15 Rv=301# U=2990#NAILED
TAG T20 SEQ 103969
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 6 TOTAL = 6 REV. 17.3s SCALE =0.4136
)(ALPINE EWGINEERED PRODUCTS INC IR SSES AEG IRE TRE.E CARE 05/02/96 TC LL 30 .0 PSF REF
x)(IMPORTANT* SHALL NOT BE RESPONSIBLE FOR ANY WARNING I NO HANDLINU. EMEXCIIGN AND
DEVIATION FRO. IPIS OL5IG1 OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 BY TPI SEE 11,15 DESIGN TC DL 7 .0 PSF DATE 05/02/96
�AILUHE TO BUILO I'1E TPILSS IN CONEGAMANCE KITH OST88 By TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING 91
ALPINE CONNkCIWIS ARE mAOE OF 20GA GALV STEEL MEETING ASTm GUIREIIENIS UNLESS OTHERWISE INUICAIEU TOP BC OL 10 .0 PSF DRWG
A446 GIL B I XCi P I AS NO I 111 APPt Y CONNECTORS 10 EACH FACE OF CtIORD SHALL BE LATERALLY BRACED KITH PRUPHI
114USS AND LNI t,S UH0 Hwl'ik IOCAItO ON IRIS DESIGN. POSITION LY AT IACHEO PLYWOOD SHEAIHIN(,. HUTIOM CHURI) X 5606 BC LL 0 .0 PSF RAG
LDNNLCIU;45 HIP 0-i-ING% JJU. 150 � 160A F DESIGN STANOARDS WITH PROPERLY AIIACFIED RIGIO CE IL ING St L
t (7/1/gij FOR PROPER ITOT LO. 47 ,0 PSF O/A LEN.
CCNFO;4M oi/AP11tICAIILL �'RUVISIGIS OF NOS & TPI ANE.GINEERS ALPINE TECHNICAL PUATL STATE OF
�i A� ON I"IS Uvi-ING AT'1��it S 10 THE COMPONENT DEPICTED HERE DRYWAi L APPLICATION EURNISH A COP' U�Tl I I IS t RIO,, JOUR FAC. 1 . 33 1
IN ONt Y A%,! ';,,A,I N411 lit �;I 1 11 1)tiHON IN ANY OTHER WAY DESIGN 10 IHE TRUSS EAfCfIQN CONI-C E
"IT11-1 "I I'll FPAC T N(-, -Pf, -,Innv n W-K
MAY 02 196 06:55 CLARSON e13 P02
MAP SHOWING PLOT PLAN OF
LOT -115, AS SHOWN ON MAP OF
SELVA LAKES UNIT THREE
AS RECORDED IN PLAT BOOK 44. PACES 60 THROUGH SOB OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLQRIDA.
FOR: SHAFFER AND SONS ENTERPRISES
BEARING REFERENCE- BEARINO SHOWN ON RIGHT-OF-WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT.
TRES LE-Cuet4D
mynar -
p 114 e P.
PALM PA.
UNPLATTED AREA OF SECTION 17.
TOW14SHIP 2 SOUTH, RANGE 29 EAST
N57"53*36"E
24.00
15"P
SELVA LAKES
UNIT TWO - IK*
PLAT BOOK 43,
PCs. So - 608 PAT i o
tA
LOT 90 24:FA- L4
X 4P
0
LP
lip.
0
04
vn uj
20-67, rn
uj
in
P.R.C.
N ro
1\
oo
LITTLE CYPRESS KE -4
0 m j
P.R.C. CUL-DE-SAC
16 lq\_vl
FLOOD CER11FICATE! THE LOT SHOWN HEREON IS IN FLOOD PREPARED BY*
zONE —AS SHOWN ON THF, FLOOD INSURANCE RATE CLARSON AND ASSOCIATES. INC.
MAP, comMUNITY PANEL NO. 120075 - 0001D , DATED 4--17-89. PROFESSIONAL LAND SURVEYORS
DATE: AIA"1' 2. 1996, `16,�3 NALDO AVENVE
SCALE: 1" 20' F& 5.37, JACKSON\ALLE. FLORIDA, 32207
MAY 02 196 OG:55 CLARSON 913 P02
0 - - --
MAP SHOWNG PLOT PLAN OF
LOT 115. AS SHOWN ON MAP OF
SELVA LAKES UNIT THREE
AS RECORDED IN PLAT BOOK 44. PAGES GO THROUGH 508 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA.
FOR: SHAFFER AND SONS ENTERPRISES
SEARING'REFERENCE. BEARINO SHOWN ON RIGHT-OF-WAY UIWE HEREON IS THE SAME AS SHOWN ON THE A13OVE MEN11ONM PLAT.
TRES LE-Cvc-OD
MyRrLr- it IIA
p I ri e P.
PALM PA.
UNPLATTED AREA OF SECTION 17,
TOWNSHIP 2 SOUTH, RANGE 20 EAST
N57"53"36"E
24.000
15"P W PA.
SELVA LAKES
UNIT TWO -
PLAT BOOK 43,
PCs. So - 508
p Tio
?v 4:
LOT 90 24 FA L
0)
OR
0
0
5,S3, tn
110%
fn
.In
2 o.67' r1e)
z w
In
C3.
P.R.
41
LITTl-E CYPRESS KE AG,
P.R.C. CUL-DE-SAC
$A
FLOOD CER11FICATE! THE LOT SHOWN HEREON IS IN FLOOD PREPARED BY*
ZONE "x. AS SHOWN ON THE FLOOD INSURANCE RATE
MAP, cOmMUNITY PANEL'NO. 120075 - 0001D , DATED 4-17-89, CLARSON AND ASSOCIATES, INC.
PROFESSIONAL LAND SURVEYORS
DATE: 1996. 1643 NALDO AVENUE
SCALE- 1" - 2-0' F6, 53-7, P6, &7 JACKSONVILLE, FLORIDA, 32207
111111............
nl�
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Permit :Type:XECHANICAL "ATLANTIC, SUCH, I FLORIDA 3*2 23,.,3
MEW LZOAL �DESCR
Class of Work�. IPTION
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'Est. Value:
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Total
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:,-VIOLi OF A��E 0100VISIONS�014 W.,
ATLANTIC 8MMSUILDING DEPARTMENT
- - ——— —---—————————
PATTERSON
HOME IMPROVEMENTS
6967 Philips Highway
Jacksonville, Florida 32216
(904) 296-0045 - FAX (904) 296-6270
It7
Monday, August 23, 1999 L4
W� 2 5 1999
City of Atlantic Beach, Florida WJ
Attention: Don Ford, Building Official C.itv Of Ch
Idina an6
800 Seminole Road Bui
Atlantic Beach, Florida 32233-5445
Dear Mr. Ford:
This letter is in reference to the outstanding issue relating to the
footing inspection Patterson Home Improvements failed to call on the
01
Brady Job at 1072 Uttle Cypress Ke In this regard, enclosed is the
document froom"Wary Brady wnicn y requested.
If you would like for us to call for a final inspection on the job at this
time, please contact Ian Warren or myself at 296-0045.
Sincerely,
Mi S44)
Rex A. Patterson 7-6
President
Enclosure
rrtc
Tuesday, July 13, 1999
City of Atlantic Beach, Florida RECEP�,� i`�-
Attention: Don Ford, Building Official
800 Seminole Road 2 5 1999
Atlantic Beach, Florida 32233-5446 QtY of Atlantic Beach
Building and Zoning
Dear Mr. Ford:
I have been informed by Rex Patterson of Patterson Home
Improvements of the situation regarding the concrete footing of my
sunroom.
Mr. Patterson acknowledges that his company failed to call for a
footing inspection on this job. I have observed the photos of the
forming prior to the concrete pour and it is obvious that there is a
footing in place with reinforcing steel. Mr. Patterson informed me that
the short pieces of rebar used to support the longitudinal bars, if left
in place after the pour, are not "code" since the rebar would not have
minimum cover of concrete.
Mr. Patterson also acknowledges that if the short rebars had not been
removed, that "technically" some of the rebar would eventually rust.
(He stated that there is no way to confirm or deny this without tearing
up the concrete.) Mr. Patterson indicated that if this were structural
concrete in a bridge or a high rise building, this would definitely be an
important issue. However, the impact is not very significant in this
situation.
I am comfortable with the structural integrity of the sunroom built by
Patterson Home Improvements and I give my permission to sign off
on the footing.
1311ij
V , 1 17
Mary BlVdy, Homeo�J-nr Date