Permit 265 Main St (vault) ADDRESS
BUILDING PERMIT NUMBER
INSPECTIONS: FOOTIN G
UNDER SLAB PLUMBING
SLAB
FRAMING
COVER-UP
INSULATION-
FINAL BUILDING-
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT # 9 /0& 0
INSPECTIONS ROUGH -;)- y -- 9
FINAL -7 - 9 r
MECHANICAL PERMIT # 6? 9 -70
PLUMBING PERMIT # 9 -7
NOTES :
0 9 7 , 3:
DEPARTMENT OF
CITY OF ATLANM 615A
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-1,901, -'MAIN,-
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ATLARTIC B9&CH ',�FLORIDA 32233
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NOTICE ALL ORMS AND FOOTINGS MUST SE INSPIMTE0
-W EPOURINCwl
Oft,
6IX M04tHS AFTER OATE,�OF ISSUE
Ul
AMRIALRVe BRIS FROM THIS WORK MUSTNOT BE PLACED PU BLIC SPACEAND MUST BE
�DLING M
A� I�JTHE
bL REI)UPAND-HIA, LED R
UL C614TRACTOR OR NER
iLURE-TO�:�%�*MPIYVLITI -MECHANIC'S LIEN �Au R u
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MENT
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:PF'i'L 1, IONS FLAW.
0
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S T
CITY OF ATLANTIC BRACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: 119q M)+iAJ 5TR4,_f_7_
OWNER OF PROPERTY: nt, be-
BUILDING CONTRACTOR: )Ze�ot, AJ65-h e,
PLUMBING CONTRACTOR
AND ADDRESS:
TELEPHONE NUMBER:
STATE LICENSE NO:
TYPE OF BUILDING:
TYPE OF WORK:
NOW MANY OF THE FOLLOWING FIXTURES INSTALLED
___,SINKS SHOWERS
—LAVATORY _WATER HEATERS
—BATH TUBS —DISHWASHERS
—URINALS —DISPOSALS
__ --CLOSETS JWASHING MACHINE
—FLOOR DRAINS SHOWER PANS
OTHER
TOTAL FIXTURE COUNT: / x $3.50 + $15.00 $ 4��16_r
----------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247-5826
SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC
WORKS FOR INSPECTION BEFORE COVERING UP (904) 247-5834
ru
Ou
to
to
>:1 rr)
�q
29
APP R 0 V E 0
CITY OF ARANTIC BEAM
RUILDING OFFICE
FEB 2 2 1995
Job: (4-3547) LOT 3 & 4 / TI 20' HIPS 7'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIM NSION SUBMITTED BY TRUSS MFR
TOP CHORD 2X:4 SP #2 N :T2 2x6 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS As INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 810 Boo
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.71
TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
#1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC)
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
------------------- -------------------------------------
*x* UPLIFT **m I *** HANGER ***
H5 . -455#(JaCkS Only) I HUS26 = + 27510 -1286#(10d 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660000d 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#06d 2ply)
MTT28B - -44550(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650006d 2ply)
CS150 -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
--------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
20
7 6 7
6X8 (R) T2 6X i(R)
T �A
m
1.5X3 1 .5X3
6 F,-
4X5 (A2) 4X5 (A2)
4., 8'
3 3X(-,4 3X7
20
1_2' 20' 11114 2- -1
7' 6' 7'
R=2003# W=3"8 578# 578# R=2003# W=3"8
TAG T21 SEQ: 58346
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY z; 2 TOTAL = 2 REV. 17.2m SCALE =0.2500
ALPINE ENGINEERED PRODUCTS INC TRUSSES AEGUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
*)(IMPORTANT**SHALL NOT BE RESPONSIBLE FO�ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS UESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY IPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 11/30/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIIH OSTUS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 -0 PSF ORWG
A446 GR 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE
LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OtHERWISE LOCATED ON THIS UESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 80TTOM CHORD BC LL 0.0 PSF NPW
CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICABLE PROYISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER STATE OF TOT.LO. 47.0 PSF O/A LEN. 20-0-0
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A COPY OF THIS komoo,
IN ONLY, AND SIJAIL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. kDUR.F�AC. 1 .33
S ��F
61NEr- !�� S
w 71! w T(i "�P!ATV lN�T.1T11TFNnS - lq91 NATIONAI F)F-IrN-PFCIFICATiON FOA WOOF) CoN;TPi 1,1-00"' SPACING SEE ABOVE TYPE hips
Job: (4-3547) LOT 3 & 4 / T2 20' HIP 9'SQ THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS-& DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 450 450
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
---------------------------------------------------------------
mm* UPLIFT N** I *** HANGER ***
H5 - -455#(JaCkS only) I HUS26 = + 2751# -1286#(10d 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply)
MTT28B = -4455#(2 Each) (16d)l HGUS4B - + 6640# -21990(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
_9, 2' 9'
4X5 4 X (R)
T
1.5X3 1.5X3
1.5X3
6
3X4 (Al) 3X4 (Al)
—4 -3 4
3X4 3X4
20'
1_2' 20' wl- 2'
R=1093# W=3"8 R=1093# W=3"B
TAG T22 SEQ: 58348
PLT. TYP.-ALPINE OESIGN CRIT-TPI OTY 2 TOTAL = 2 REV. 17.2m SCALE =0.2500
ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
XXIMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN 08 THESE SPECIFICATIONS. OR ANY BRACING. SEE KIS-91 BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 11/30/94
FAILURE TO BUILD THE TRUSS IN COWDRMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A DALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORWG
A445 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER I
TRUSS AND UNLESS OTHEAWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M06 BC LL 0.0 PSF NPW
CONNECTORS PER DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF 47.0 PSF O/A LEN. 20-0-0
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN EMGINECR'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER TOT.LO.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A COPY OF THIS 0 RID
IN ON[Y, AND S14AL L NOT HE REL IEO UPON IN ANY OTHER WAY, DESIGN T!THE TRUSS ERECT:,ION CONTRACTOR. DUR FAC. i -33
1:: : ::::� 1N E SPACING 24.0 YPE
0:
N F:
C. W(jon
�If 11';T I THTF Nns � iqj PFCIF )N�T�TJON� ...... hips
Job: (4-3547) LOT 3 & 4 / T3 20' COMN THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSION SUBMITTED BY TRUSS MFR
CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 450 440
WEBS 2x4 SR 03 BRG.LOC (FT): 0.00 19.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. OR FULLY OPEN
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
------------------- --------------------------------------
*** UPLIFT *** I *** HANGER ***
H5 At -455#(Jacks Only) I HUS26 = + 2751# -1286#(10cj 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#06d 2ply)
MTT288 = -4455#(2 Each) (16d)l HGUS48 - + 66400 -21990(lOd 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply)
-------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
10' 10'
T 4X4
1.5X3 1 . x
ir)
3X4 (A I) 3X4 (A fl
3X7
20'
2' 20' 2'
R=1093# W=3"8 R=1093# W=3"8
TAG T23 SEQ- 58343
PLT. TYP.-ALPINE DESIGN CRITWITPI QTY 9 TOTAL XX 9 REV. 17.2m SCALE -0.2500
tALIM ENGINEERED I.. TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30 .0 PSF REF
X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, 04 ANY BRACING. SEE HIG-91 BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE k�js TC DL 7.0 PSF DATE 11/30/94
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 1 BC DL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 s
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF NPW
CONNECTORS PER DRAWINGS 130. ISO& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER STATE OF TOT.LD. 47.0 PSF O/A LEN. 20-0-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A COPY OF THIS 0 RIO DUR.FAC. 1 . 33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR...
t T�'T - T;11,�S P1 ATF INqTITILVTF N, 5 = 1991 NATIONAL OFSTGN SPFCTFICAITON FOR WOOO CONSTRWCTfnN NG 24.0' -omn
Job: (4-3547) LOT 3 & 4 / T4 20' COMN SR 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.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 370 260
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 14.85
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
---------------------------------------------------------------
*** UPLIFT **m I *** HANGER *m*
H5 . -455#(JaCkS Only) I HUS26 = + 2751# -1286#00d 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#00d 2ply)
MTT288 - -3786#(2 Each) (1001 HHUS48 - + 5180# -2000#(16d 2ply)
MTT28B - -44550(2 Each) (16d)l HGUS48 - + 6640# -21990(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16cl 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
-- - ----------------------------------------------------
REFERENCE HO�%S LUMBER DETAIL SHEET FOR UPL T/HANGER DETAILS
10' 1 - . 5' 1"4
4 ;t
1.5X3 X3
C'U
2X4 (A I)
_T3 u B
3X7 m
1.5X3
15' 1 4
2 15' 1"4
R=890# W=3"B R=682# W=3"
TAG T34 SEO: 58532
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 6 TOTAL 6 REV. 17.2m SCALE =0.3750
ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30 .0 PSF REF
**IMPORTANT)()t SHALL NOT BE RESPONSIBLE FO�ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TP]. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI_ FDA ADDITIONAL SPECIAL PERMANENT BRACING RE us TC OL 7.0 PSF DATE 11/30/94
ALPINE CONNECTORS AM MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG
A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 6606 s
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL
z 0.0 PSF NPW
CONNECTORS PER DRAWINGS 130. 150& 160A-F� DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/l/911 FOR PROPER TOT.L.D. 47 .0 PSF O/A LEN. 15-1-4
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A COPY OF THIS o Rio
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. E "0, OUR.FAC. 1 .33
-1 - ,'Ic,P!ATF TNSTITIJTF NOS = 1991 NATIONAL OFSIGN SPFCTFICATION FOP WOOD CONSTRUCTION 1 """11V�" I TYPF spec
Job: (4-3547) LOT 3 & 4 / T5 29-COMN SR 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.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 310 370
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 .14.85
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. OR FULLY OPEN
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift
---------------------------------------------------------------
*K* UPLIFT K** I *** HANGER ***
H5 . -455#(JaCkS Only) I HUS26 = + 2751# -1286#(lOd 1p y
MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply)
MTS12 - -20001'(2 Each) I HHUS48 - + 4299# -1660#00d 2ply)
MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply)
MTT288 - -4455#(2 Each) (16d)l HGUS48 = + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply)
------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
14'6
4X4 (R
1.5X3
P_
6
2X4 (A I)
4-3
3X5 _V
3X3
15* I"4
R=890# W=3"B R=682# W=3"
TAG T25 SEQ: 58356
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = 2 TOTAL 2 REV. 17.2m SCALE =0.2500
K ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30 .0 PSF REF
XXIMPORTANTM SMALL NOT BE RESPONSIBLE FO*A ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING- SEE HIR-91 BY TPI. SEE THIS DESIGN
TC DL 7 .0 PSF DATE 11/30/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 BC LL 0.0 PSF NPW
M
CONNECTORS PER DRAWINGS 130, 150 & t5OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
TOT'
rDUR.LF
1
IN P�CI
CONFORM W/APPLICABLF. PROVISIONS OF NOS F. TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE 17/3/90 FOR PROPER STATE OF TOT.L.D. 47 .0 PSF O/A LEN. 15-1-4
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISM A COPY OF THIS tORID DUR FAC. 1 .33
9.�"'s
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
SPACING 24.0 spec
NATIONM nFqICN S�FCTFTCATION FOrl WOOD CO�JqTnt)CTION I ITYPE
Job: (4-3547) LOT 3 & 4 / T6 15'1"4 HIPM 14*SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 320 360
WEBS 2X:4 SP #3 BRG.LOC (FT): 0.00 14.85
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. OR FULLY OPEN
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
------------------- --------------------------------------
K** UPLIFT *** I *** HANGER ***
H5 . -455#(Jacks Only) I HUS26 = + 27510 -12860(10d 1p y
MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(IO(J 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply)
MTT28B = -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#00d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
--------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
14'
5 3--
1.5X3
6
2X4 (Afl
4-3 m 3X5
3X3
15' 1 4
2- 15' 1 4
R=890# W=3"8 R=682# W=3"
TAG T18 SEG: 58360
PLT. TYP.-ALPINE DESIGN CAIT-TPI OTY = I TOTAL I REV. 17.2m SCALE =0.2500
ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
XXIMPORTANT**SHALL NOT BE RESPONSIBLE FO�ANY' WARNING IN HANDLING, ERECTION AND %,,%I I I I"" —
DEVIATION FROM THIS DESIGN OR IHCSC SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF OATE 11/30/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OSIBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT aAACING RE
ALPINE CONNECTORS ARE 14AOE OF 20GA GALV. STEEL 14EETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DAWG
A445 OR 8 EXCEPT AS MOTEG� APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER s
5605 BC LL
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHI NG. BOTTOM CHORD 0 .0 PSF NPW
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 (7/1/91) FOR PROPER STATE OF z TOT.LD. 47 .0 PSF O/A LEN. 15-1-4
SEAL ON THIS OAAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A COPY OF THIS 0 RIO
IN ONLY, AND SHALL NOT HE RELIED UPON IN ANY OTHER WAY. DESIGN 70-THE TRUSS ERECTION CONTRACTOR. DUR.FAC. i .33 ff
—T—————I ITYPE spec
L T; P1 ATF INStIfUlF, NIDS , 1491 NA71ONAt oFsjrN spFciFirAITON FOfl .00f)CONST71rTION ISPACING 24.0"
Job: (4-3547) LOT 3 & 4 / T7 15*1"4 HIPM 12'S(3 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.
BOT CHORD 2X4 SP #2 N UPLIFT (LB): 330 330
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 14.85
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. OR FULLY OPEN
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
------------------- --------------------------------------
*m* UPLIFT *** I *** HANGER mx*
H5 . -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1p y
MTS12 - -1000# 1 HUS26 - + 33150 -1550#06d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply)
MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply)
MTT288 - -4455#(2,Each) (16r)l HGUS48.- + 664Q# -2199#(10d 2ply)
12' MST P-P 2ply)- C94 -4* 90 # -2650#(16d 2ply)
f - +11339# -3945#(16(J 3ply)
CS150 - -1650#(Each) I HGff§15 5
--------------- --------- -;.;W;
REFERENCE HOLME �,, '��NGER DETAILS
u
1.5X3
LD 6 F,- to
2X4 (A i)
3X4 m
3X3
15' 1 4
2' 15' 1 4
R=890# W=3"B R=682# W=3"
TAG T19 SEO: 58364
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = I TOTAL I REV. 17.2m SCALE =0.3750
)(ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 11/30/94 TC LL 30 .0 PSF REF
"IMPORTANT* SHALL N13T BE RESPONSIBLE FO*R ANY' WARNING IN HANDLING. ERECTION AND
OEVIArION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 11/30/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE us
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10-0 PSF ORWG
A446 GA 8 EXCEPT AS kOTEO� APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 13C LL 0.0 PSF NPW
CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
STATE OF
7"
CONFORM W/APPLICAaLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ITOT'LO 47.0 PSF O/A LEN. 15-1-4
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A COPY OF THIS 0 RIO OUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE REL 1E0 UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
,. INE
"I TISIITIIT�F NOS.Z 991..�ATLONAI OF�ILN rPFCjt,1CAT10N FOP.WOOD CON9TRI.1r.TT N 1" 24-0 TYPF spec
_L_ 0 ..-ISPACING
Job: (4-3547) LOT 3 & 4 / T8 29' HIPS 7'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N :T2 2X4 SP #I N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x6 SP #1 Dense UPLIFT (LB): 840 1070 390
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.85 28.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
BEARING BLOCKS: NAIL TYPE: O.131x3.O_g_pails OR FULLY OPEN
BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK ---------------------------------------------------------------
1 13.854' 1 12' 2 TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS
NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B13g. (+)-Gravity (-)-Uplift
BEARING BLOCK TO BE SAME SPECIES. SIZE & GRADE AS CHORD. ---------------------------------------------------------------
*** UPLIFT *** I *** HANGER ***
(A) JX4 *I* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH H5 - -455#(JackS Only) I HUS26 - + 2751# -1286#JiOd 1ply
8d NAILS @ 5" D.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
ERECTION CONTRACTOR. MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 21)1 V)
MTT28B - -37860(2 Each) (10d)l HHUS48 m + 5t8O# -20000(t6d 2ply)
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MTT288 - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MST60 - -4688#(Per 2ply) I HGUS48 - + 8000f -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(160 3ply)
CONTRACTORS WARNING: --------------------------------------------------------
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
SPECIAL LOADS
--------------------------------------------------
TC - From 74 PLF at -2.13 to 74 PLF at 7.00
TC - From 241 PLF at 7.00 to 241 PLF at 8.71
TC - From 74 PLF at 8.71 to 74 PLF at 31.13
BC - From 65 PLF at 0.00 to 65 PLF at 8.71
BC - From 20 PLF at 8.71 to 20 PLF at 29.00
TC - 606 LB Concentrated Load at 7.00
BC - 1709 LB Concentrated Load at 8.71
9' 1"9 22
3X4
7 15, 7
9X7 5X6 3 4 T25X6 SX7
,5X3
T It.5X3
3'10"3 3X6(A I) 3X6(Al)
3 -408
5X6 5X5 X� 5X5 5X6
5X8
14' P�8
--15'
29'
20'3"8
R=1837# W=3"8 R=3612# W=3"8 R=572# W=3"8
TAG T28 SEQ: 58403
PLT. TYP.-ALPINE DESIGN CAIT-TPI QTY I TOTAL = I REV. 17.2m SCALE =0. 1250
*ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEGUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
)(*IMPORTANT-x SHALL NOT BE RESPONSIBLE Fan ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H111-91 BY TPI, SEE THIS DESIGN US TC DL 7 .0 PSF DATE 11/30/94
FAILURE 10 BUILD 114E TRUSS IN CONFORMANCE WITH QST80 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 0. 1
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORWG
A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF NPW
CONNECTORS PER DRAWINGS 130. 150 L t6QA-F� DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47.0 PSF D/A LEN. 29-0-0
CONFORM W/APPLLCABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/l/gil FOR PROPER
SEAL 04 I�IS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.TURNISH A COPY OF THIS 0 Rio OUR.FAC. 1 .33
IN ONLY. AND SIIAtL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION EUNTRACTOR,
TA"C T r ON
-1 TONAL OFSIC.N SPFCTFIrATION FOP WOOD CONS 11.110" ISPACING 24.0" ITYPE hips
Job: (4-3547) LOT 3 & 4 / T9 29' HIPS g'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 490 370
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.85 28.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. OR FULLY OPEN
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS
CONTRACTORS WARNING: (+)-Gravity (-)-Uplift
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ---------------------------------------------------------------
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING **x UPLIFT *** I *** HANGER *m*
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 . -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#06d 2ply)
MTT288 = -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#00d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + BOOO# -2650#06d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply)
-------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
9'
3X4 4X5 (R)
T I 5X3
6 C:;;'
N\>1 .5X3
C)
3X4 (A I) 3X4 (A I)
—TV 3 _*B
m 3X4 19 3X4 3X7
3X4
14' 15'
29' CU
R=497# W=3"B R=1659# W=3"B R=722# W=3"B
TAG TIO SEG: 58408
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = I TOTAL = I REV. 17.2m SCALE =0. 1875
PINE ENGINEERED PRODUCTS- INC- TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
x*IMPORTANTH)t ASNALL NOT BE RESPDNSI13LE F014 ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN US TC DL 7.0 PSF DATE 11/30/94
FAILUAE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING BE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DAWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
. 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD z BC LL 0.0 PSF NPW
CONNECTORS PEA DRAWINGS 130. ISO& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFOAM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER STATE OF TOT.LO. 47.0 PSF O/A LEN. 29-0-0
0 R110
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A COPY OF THIS gNEOI�'9'
IN ONLY. AND StiALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS_ERECTION��NTR�210R, IDUR.FAC. 1 .33
IL F'ATF TN�TITUTF NOS = 1991 NATIONAt OFSIGN SPFCTFICATION FOR WCOO CONS TAU TION ISPACING 24.0 ]TYPE hipS
Job: (4-3547) LOT 3 & 4 / T10 29' HIPS 11 'S13 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB). 200 520 350
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.85 28.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
CONTRACTORS WARNING: M-Gravity (-)-Uplift
THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS ---------------------------------------------------------------
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING **m UPLIFT *** I K*K HANGER *x*
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d Iply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(Iod 2ply)
MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 5180# -20000(16d 2ply)
MTT28B = -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#00d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply)
CS15O - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
--------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
T
T
CY) 6p�.5<UV 1.5X3
Lr)
1X4 (A fl:
3X4 (A I)
3X4 M 3X4 31LX4
3X4
L 14' 15
29'
R=493# W=3"B R=1668# W=3"8 R=718# W=3"8
TAG T11 SEQ: 58411
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = I TOTAL = I REV. 17.2m SCALE =0. 1875
)t)(ALPINE ENGINEERED PRODUCTS. INC- TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
X*IMPORTANT SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSB BY TPI. FOR ADDITIONAL SPECIAL PER14ANENT BRACING RE us TC DL 7.0 PSF DATE 11/30/94
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 6606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTT014 CHORD BC LL 0.0 PSF NPW
CONNECTORS PER DRAWINGS 130. 150 F. 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE
STATE OF 47.0 PSF O/A LEN. 29-0-0
CONFORM W/APPLICAaLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 7r.- TOT.LD.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.FURNISH A COPY OF THIS 0 RIO 9 11 Z' IDUR.FAC.
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. TO THE TRUSS ERECTION CONTRACTOR. _dr�
,DESIGN -NE'- \ ISPACING 24.0" hips
1PI - T,�S P!ATE 11StjTU7F, NOS - 1991 NATIONAL DESIGN SPFCTFI ATION FOR W0013 CON57RUCTION ...... ITYPE
Job: (4-3547) LOT 3 & 4 / Tit 29' HIPS 13'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
70P CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 560 330
WEBS 2x4 .SP 03 BRG.LOC (FT): 0.00 13.85 28'71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
(A) IX4 *T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN
8d NAILS @ 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY ---------------------------------------------------------------
ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. -------------------M-Gravity-(-)-Uplift----------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. KKK UPLIFT *** I *** HANGER KKK
H5 = -4550(jacks Only) I HUS26 = + 27510 -1286#(10d 1p y
CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -t660#(10d 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#06d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B = -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
--------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
13 3- 13*
T4X5 (R) 4 X (R)
m
6 X4
0
(A) (A)
3X(4 (A i) 3X4 (Al)
=7 3 8,
m 1.5XT— TF 3 X4 i.5X3
3XIO
14' �L 15'
29'
R=423# W=3"B R=1812# W=V8 R=644# W=3"8
TAG T12 SEQ: 58414
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = I TOTAL - I REV. 17.2m SCALE =0. 1875
ALP[ ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30 .0 PSF REF
X*IMPORTANTN*sNA,N6NOT BE RESPONSIBLE FO'R ANY' WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 11/30/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC OL 10.0 PSF DRWG
. 5606
TRUSS AND LO&ESS 07HEAWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF NPW
CONNECtORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM N/APPLICABLE PROVISIONS OF NOS& TPI� AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER STATE OF TOT.LD. 47.0 PSF O/A LEN. 29-0-0
v Z, "j,
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO DUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIt!SLOR. —
CTION SPACING 24.0"
j P-ATF INSTITUTF, NDS - 1991 NATIONA1 DFSIGN SPFCIFICATION FOR WOOD CONSTRU Ep�
Job: (4-3547) LOT 3 & 4 / T12 29- 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 INDIC-ATED.
BOT CHORD 2x4 SO #2 N UPLIFT (LB): 200 570 310
WEBS 2x4 SP #3 BRG..LOC (FT): 0.00 13.85 28.71
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
(A) IX4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN
8d NAILS @ 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY ---------------------------------------------------------------
ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
M-Gravity (-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ------------------- ---------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Mmm UPLIFT N** I *** HANGER ***
H5 - -455#(JaCkS Only) I HUS26 - + 27510 -12860(10d 1p y
CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 33150 -1550#06d 1ply)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 5180# -20000(16d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 = -44550(2 Each) (16d)l HGUS48 = + 66400 -21990(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
h
CS150 = -1650#(Eac ) I HGUS5.5- +11335# -3945#(16d 3ply)
- --------- -------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
14'6" 14'6"
4X4
PU4 3X4
(A) (A)
J3=X4 (A I) 3X4 (Al)
3 Al - -T.SX3 M .3 R-4 1 .5X3 -*81
3X7
14' 15'
29' ru
�11 - , -d
R=443# W=3"B R=1782# W=3"8 R=654# W=3"B
TAG T33 SEQ: 58528
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = I TOTAL = I REV. 17.2m SCALE =O. IB75
ALPINE ENGINEERED PRODUCTS INC TRUSSE REQUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
No
X*IMPORTANT**SHA,LL NOT E RESPONSIBLE F04 ANY' WARNING IN HAS LING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH USTaB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE xis TC DL 7.0 PSF DATE 11/30/94
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10-0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 6606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL
CONNE CT OAS PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 0.0 PSF NPW
' ,91NE01'-,q'
COW GAN W/APPLICAOLF. PROVISIONS OF NDS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/5111 FOR PROPER STATE OF Z TOT.LD. 47.0 PSF O/A LEN. 29-0-0
X) SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A COPY OF THIS 0 RID q DUR.FAC. i -33
IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS EAECTION CONTRACTOR.
. -1 Pt ATF TNSTITUTF NOS = 1991 NATIONAL-DESIGN SPECTFICATION FOR WOOD CONSIRUCTION ISPACING 24.0" ITYPE hips_
Job: (4-3547) LOT 3 & 4 / T13 20'2"4 HIPM 7'SB TRAY THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #1 N : T2 2x4 SP #1 Dense:
BOT CHORD 2x4 SP 02 N :B2 2x4 SP #1 N: 2 Complete Trusses Required
WEBS 2x4 SP #3
NAILING SCHEDULE: (O.131x3.O_g_pails)
(A) SCAB BRACE. SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. TOP CHORD: I ROW @ 16* o.c.
ATTACH WITH 16d NAILS 6 4" D.C. BRACING MATERIAL TO BOT CHORD: I ROW @ 16" o.c.
BE SUPPLIED BY ERECTION CONTRACTOR. WEBS : t ROW @ 4" o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
#1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. IN EACH ROW TO AVOID SPLITTING.
JACKS HAVE NO WEBS.
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
UPLIFT (LB): 770 770
BRG.LOC (FT): 0.00 19.90
TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
ENCLOSED OR FULLY OPEN BUILDING (1991 SBC)
---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
M-Gravity H-Uplift
------------------- -------------------------------------------
*x* UPLIFT *** I *** HANGER ***
H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10(1 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT28B - -3786#(2 Each) (10(01 HHUS48 - + 5180# -2000#(16d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + BOOO# -2650#(16d 2ply)
CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply)
-----------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
—20*2"4 -1
7' 13'2 4 1.5X3
5X8 3x8 T2fAl 4X
T1.5X4 T
3'10"3 3X6 (A 1) 82 X4 3'10"3
3 , _L _+a.
4
6X6
6-3"8 + 13- 10"12
—20'2"4
7' 13'2"4
R=1976# W=3"8 R=2112# W=3"B
TAG T29 SEQ: 58469
PLT. TYP.-ALPINE OESIGN CRIT=TPI QTY= I PLIES= 2 TOTAL= 2 REV. 17.2m SCALE =0. 1250
)(ALPINE INGINEIAE. PRODUCTS I.1 TRUSSES REOUIRE EXTREME CARE 11/30/94 TC LL 30 .0 PSF REF
X*IMPORTANT* SHALL NOT BE RESPONSIBLE FOR' ANY* WARNING IN HANDLING, ERECTION AM
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE TC OL 7.0 PSF DATE 11/30/94
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG
A446 GH 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 6606 BC LL 0 .0 PSF NPW
CONNECTORS PER DRAWINGS 130. 150 & 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE /A
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPGA XS EVr',q,
YE (7/s/91) FOR PROPER S STATE OF TOT.LD. 47.0 PSF 0 LEN� 20-2-4
0 RJO
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS q DUR.FAC 1 .33
IN ONL Y. AND SHAI L NOT BE REL IEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS EAECTIDN EONTAACTOR. _j 11,,9' NE_d�'
............... r-"-"\
TPT � -099 Pt ATF INSTITUTF, NOS - lqgi NATTONAL DESIGN SPFCIFICATION FOR WOOO CONS TRtjC T I ON I...00 SPACING SEE ABOVE ITYPF spec
Job: (4-3547) LOT 3 & 4 / T13A 20*2"4 HIPM 7'SB TRAY THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTEO_BY TRUSS MFR
TOP CHORD 2x4 SP #1 N : T2 2x4 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N :82 2X4 SP #1 N: UPLIFT (LB): 450 340
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.90
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
(A) 2X4 'I* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN
16d NAILS @ 4" D.C. BRACING MATERIAL TO BE SUPPLIED BY ---------------------------------------------------------------
ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ---------------- M-Gravity (-)-Uplift
--- ---------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Nm* UPLIFT K** I *** HANGER Kx*
H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT288 - -37860(2 Each) (10d)l HHUS48 - + 5180# -20000(16d 2ply)
MTT28B - -44550(2 Each) (16d)l HGUS48 - + 66400 -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
7' 13*2"4
5X8 3X8 T2 I �5U
-[A 1 4
T i T
rn 1.5X4 m
6 uc 0
3X4
(Y)
3X6 (A I) ru m
_L
6X6
2 6'3"8 wi� 13 10 12
14 20 2"4
R=1118# W=3"8 R=932# W=3"8
TAG T32 SEQ: 58594
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = I TOTAL = I REV. 17.2m SCALE =0.2500
ALPINE ENGINEERED PRODUCTS, INC. RUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
X)(IMPORTANT*x SHALL MOT BE RESPONS18LE FOR ANY WARNING IM HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN %
FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. us TC DL 7.0 PSF DATE 11/30/94
FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF NPW
CONNECTORS PER DRAWINGS 13G. 150& 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE
CONFORM W/APPLICA8LE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER STATE DF zz ITOT.L.D. 47.0 PSF O/A LEN. 20-2-4
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o R-10
C 1 .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. TO THE TRUSS ERECTION CONTRACTOR. JOUR FA
0--TPI - TAU�,q P1 ATF TN�TlTiJTF NI-I-� jr)qj DESIGN ISPACING 24.0 TYPF
_LATLONA1 DFS-ff 1ILCATIO 1�..1�rl�1-�NIT�IICTTON spec
Job: (4-3547) LOT 3 & 4 / T14 20'2"4 HIPM 9*SB 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.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 440 360
WEBS 2x4 SP #3 BRG.LOC AFT): 0.00 19.90
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. OR FULLY OPEN
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(fl-Gravity (-)-Uplift
---------------------------------------------------------------
*x* UPLIFT **m I *** HANGER K**
H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1p y
MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply)
MTT28B - -37860(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply)
MTT28B = -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
--------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
I 1 '2"4
6X7 1.5X3 4
T 1 .5 X 3 T
m m
6
3XIO
3X5(A I) cu
_L
5XI4 3X3
6'3"8 w1m 13' 10" 12
20'2"4
R=1119# W=3"8 R=932# W=3"B
TAG T17 SEQ: 5B491
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.2m SCALE =0.2500
INE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
XXIMPORTANTM)t ARAPLL NOT BE RESPONSIBLE F04 ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS TC DL 7.0 PSF OATE 11/30/94
IN CONFORMANCE WITH GSTBB BY TPI. FOR A0011IONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS- UNLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF DRWG
A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACE0 WITH PROPER
. 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF NPW
CONNE C TORS PER DRAWINGS 130. 150& 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/j/91I FOR P ER STATE OF z OT.LO. 47 .0 PSF.O/A LEN. 20-2-4
ROP
COPY 0 H
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A F I is L.0 RVJ
IN ONLY, ANO S�'&LL NOT BE RELIE0 UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR 1 5 OUR.FAC. i - 33
NEO
'�'i "I ITT IN';T1101F, NDS = I 11r)I NAT I ONAI DFq I GN F.F,rr IF Tr AT ION F On WOOn CONS TA11C T I ON ISPACING spec
ob: (4-3547) LOT 3 & 4 / T15 20*2"4 HIPM 11'SB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 430 380
WEBS 2x4 SP #3 BRG.LOC (F.T): 0.00 19.90
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. OR FULLY OPEN
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
UPLIFT *** I *** HANGER
H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180f -2000#06d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
----------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
19-2--4
4X16 1 .5X3 3 5
1.5X3
0
Ln 3X9 L0
3X6 (A I) CU
--L
5Xi4 3X3
6-3--8 olm 13' 10"12
20'2"4
R=lii9# W=3"8 R=932# W=3"8
TAG T30 SEQ- 58505
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = 2 TOTAL 2 REV. 17.2m SCALE =0.2500
NGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
x)(IMPORTANT**ALKPLNENET BE RESPONSIBLE FOR ANY' WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 11/30/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
AtPINE CONNECTORS ARE MADE OF 206A GALV STEEL MEETING ASIM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG
A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF NPW
CONNECTORS PER OAAWINGS 130. 150& 16GA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGIkEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER STATE OF TOT.LD. 47.0 PSF JO/A LEN. 20-2-4
SEAL ON THIS GRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OFF THIS 0 RIO 7r I--
IN ONLY. AND SPIAtL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IDUR.FAC. 1 .33 1
"I'IF 11STITUTF. NOS - iggi NATTONAi nFSIGN 1PUrIFirArION-FOR W000 CONSTAUC�N- [SPACING 2 4.0 ITYPE spec
Job: (4-3547) LOT 3 & 4 / T16 20-2-4 HIPM 12- 11-4sB THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
HORD 2x4 SP #2 N : T2 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 400
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.90
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
(A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH OR FULLY OPEN
8d NAILS 0 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY ---------------------------------------------------------------
ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
M-Gravity (-)-Uplift
RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. ---------------------------------------------------------------
*** UPLIFT mm* I *** HANGER ***
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 . -455#(JaCkS Only) I HUS26 - + 2751# -12860(iOd 1p y
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply)
MTT288 - -4455#(2 Each) (1601 HGUS48 - + 66400 -2199#00d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + BOOOf -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(i6d 3ply)
------------------------------ ---------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
12* 11"4 7'3
T2 3X5
3X6
(A)
6 Cn
Lo to
3XIO
3X6 (A I) ru
4 f —-----
5X6
3X3
�2' 6'3"8 olm 13* 10"12
lo 20'2"4
R=iII8# W=3"B R=932# W=3"B
TAG T31 SEQ: 58521
PLT. TYP.-ALPINE DESIGN CRITiTPI OTY = I TOTAL = I REV. 17.2m SCALE =0.2500
ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30 .0 PSF REF
XXIMPORTANTNx SHALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN
SPECIAL PERMANENT BRACING,RE
FAILURE TO BUILD THE TRUSS IN CONFORMA14CE WITH UST88 BY TPI. FOR ADDITIONAL us TC DL 7 .0 PSF DATE 11/30/94
ALPINE LGNNECIDAS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG
A446 OR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �506
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF NPW
CONNECTORS PEA DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/j/91) FOR PROPE STATE OF TOT.LO. 47.0 PSF O/A LEN. 20-2-4
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THI S 0 RILO
IN ONLY. AND StIALL NOT BE RELIED UPON IN ANY OTHER WAY. JOUR.FAC. 1 .33 1
DESIGN TO THE TRUSS ERECTION CO TRACTOR.
�'l ATF IN'TITUTE, NOS - 1991 NATTONAL DESIGN SPFCTFICATION FOR WOOD CONSTRUCTION rSPACING 24.0" ITYPE spec
Job: (4-3547) LOT 3 & 4 / T17 7' MONO GIRDER 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.
BOT CHORD 2x6 SP #2 N UPLIFT (LB): 590 700
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 6.75
TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
THIS GIRDER DESIGNED TO CARRY 20-00-00 TRUSSES FRAMING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC)
BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT ---------------------------------------------------------------
FROM OTHER SIDE. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
M-Gravity (-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ------------------- --------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *x* UPLIFT KKK I KKK HANGER KKK
H5 . -455#(JaCkS Only) I HUS26 - + 2751# -12860(lOd 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(Iod 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 = + 5180# -20000(16d 2ply)
MTT288 AA -4455#(2 Each) (16d)l HGUS48 - + 6640# -21990(10d 2ply)
MST60 -4688#(Per 2ply) I HGUS48 AA + 8000# -26500(16d 2ply)
CS150 -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply)
--------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
4X6
6
3X4 (A I)
r-
4,"3 7' V
3X5 I
R=1863# W=3"B R=1708# W=3"
TAG T3 SEQ* 58382
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY I TOTAL = I REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS I14C RU SES REGUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR' ANY WARNING 'IN SHANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE Hla-91 BY TPI. SEE THIS DESIGN JS
SPECIAL PERMANENT BRACING RE
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTeB BY TPI. FOR ADDITIONAL Us TC DL 7.0 PSF DATE 11/30/94
ALPINE CONhECIORS ARE 04ADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG
A446 GR 9 EXCEPT AS N07EO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
. 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF NPW
CONNECTORS PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH P14OPERLY ATTACHED RIGID CEILING -- SEE
47.0 PSF O/A LEN. 7-0-0
91N E E
CONFORM N/APPLICAaLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER STATE OF TOT.L.D.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO IDUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. TO THE TRUSS ERECTION CONTRACTOR..
DESIGN El-
P1 ATPTN�tjT.TF, NOS = 1991 NATIONAL nFsIGN SPECT ICATION FOP WOOD CONSTRI SEE ABOVE ITYPE spec
ISPACING
Job: (4-3547) LOT 3 & 4 / J7' EJ THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA
CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 260 200 200
WEBS 2x4 SP #2 N BRG.LOC (FT): . 0.00 7.00 7.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN
REACTION OF 212.01. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (+)-Gravity (-)-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
N:* UPLIFT *** I *xx HANGER N**
CONTRACTORS WARNING: H5 455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1p y
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d 1ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) (1001 HHUS48 - + 5180# -20000(16d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#00d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply)
-------------------------------------
RAiWLWHW=Mt9E1UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
�_*i 1 6'4
6
2X4 (Afl
4"3 8'
2' 7
R=526# W=3"8 R=73# W=1"8
TAG TB SEQ: 5B533
PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 9 TOTAL 9 REV. 17.2m SCALE =0.5000
X ALPINE E INEEREB PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE 11/30/94 TC L L 30.0 PSF REF
X)(IMPORTANTX SHALL MONT RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIa-91 BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTsa 13Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE US TC DL 7.0 PSF DATE 11/30/94
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP
A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF BC DL 10 .0 PSF ORWG
CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TFLUSS AND UNt(SS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC L L 0 .0 PSF NPW
t CONNECTOAS PER DRAWINGS $30, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICABLE STATE OF
PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER TOT.LO. 47 .0 PSF O/A LEN. 7-0-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A COPY OF THIS ORI DUR.FAC. 1 .33
I.ONLY, AID S11ALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTA C OR E
I Pt ATF INST I TUTF, NDS = 1991 NATIONAL DFSIGN SPFCIFICATION FOR WOOO CONSTPLICTION ISPACING 24.0" ITYPE ejack
Job:--(4-3547) LOT 3 & 4 J5- CJ 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.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 200
WEBS 2x4 SP #2 N BRG.LOC. (FT): 0.00 5.00 5.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN
REACTION OF 133.72. ---------------------------------------------------------------
TYPICAL SIMPSON OR EGUAL UPLIFTMANGER REOUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. M-Gravity H-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
*x* UPLIFT *** I *K* HANGER ***
CONTRACTORS WARNING: H5 _-455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1p y
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 1000# 1 HUS26 - + 3315# -1550#06d 1ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 -20000(2 Each) I HHUS48 - + 42990 -1660#00d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B -3786#(2 Each) (100)1 HHUS48 - + 51800 -2000#06d 2ply)
MTT28B -4455#(2 Each) (16d)l HGUS48 - + 66400 -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945006d 3ply)
--------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
R=134# W=1"8
10*6"4
0
6
Cu
2X4 (Ai)
4'3
2 5'
R=445# W=3"8 R=44# W=1"B
TAG T5 SEQ: 58534
PLT. TYP.-ALPINE DESIGN CAIT-TPI OTY = 10 TOTAL = 10 REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
X*IMPORTANT**SHALL NOT BE RESPONSIBLE FO�ANY' WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9t BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE us TC DL 7.0 PSF DATE 11/30/94
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP
A446 GR 8 EXCEPT AS NOTED� APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 8C DL 10 .0 PSF ORWG
HE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD IT BC LL 0.0 PSF NPW
CONNECTORS PER DRAWINGS 130, 150 & 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1 FOR PROPER STATE OF 0—0
/9" TOT.LO. 47.0 PSF O/A LEN. 5
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNIS.A C DRY OF THIS 0 Rio IR.--
IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR OUR FAC. 1 .33
T-11 - , P�ATF IN9,11TUTF -NOS - 1991 NATIONAL DFSIGN-PFCIFICATION FOR .000 CONSTFILIrTION f�j [SPACING 24.0 ack
Job: (4-3547) LOT 3 & 4 / J3' Ci THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 200
WEBS 2x4.SP #2 N BRG.LOC (FT): 0.00 3.00 3.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SB6
WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN
REACTION OF 37.25. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (fl-Gravity (-)=Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
*x* UPLIFT xm* HANGER
CONTRACTORS WARNING: H5 . -455#(JaCkS Only) I HUS26 = + 2751# -1286#00d 1p y
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 33150 -1550#06d 1ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) (10d)l HHUS48 W, + 51800 -2000#(16d 2ply)
MTT28B = -4455#(2 Each) (16d)l HGUS48 = + 6640# -2199#00d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#06d 2ply)
CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
--------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
R=37# W=i"B
][ 9-6-4
m 77
C3
6
2X4 (A I)
4*3
KTT
2' _3'
R=384# W=3"8 R=14# W=I"B
TAG T6 SEQ- 58536
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 10 TOTAL = 10 REV. 17.2m SCALE =0.5000
*ALPINE ENGINEERED PAG.UCTS INC TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30 .0 PSF REF
X*IMPORTANT* SHALL NOT BE RESPDNS113LE FOR' ANY* WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN %
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTB8 BY TPI. FOR us TC DL 7.0 PSF DATE 11/30/94
ADDITIONAL SPECIAL PERMANENT BRACING RE i I
ALPINE CONNECTORS AAE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 FTSF DRWG
A446 GR 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHEAWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD Z BC LL 0 .0 PSF NPW
CONNECTORS PEA DRAWINGS t3O. 150& 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF Z 47.0 PSF O/A LEN. 3 -0
� 1NEEVC',q'
t CONFORM W/APPLICABLE PROVISIONS OF NOS& IPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/911 FOR PROPER TOT.L.D. -0
SEA1 ON TtilS DRAWING APPLIES TO THE COKPONCNT 13LPICTEO HERE DRYWALL APPLICATION� FURNISH A COPY OF THIS ORI'D DUR.FAc. 1 .33
IN ONk Y, AND SHAI.L NOT BE REL IEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION ONTRACTOR
. t�'I - T,�,'� P1 A T-F INTITUTF, NOS = 1991 NATIONAL DE91GN SPECIFICATION FOR_WOOO_CON1.;CTO1jCT ION SPACING 24.0" !TYPE ejack
Jot): (4-3547) LOT 3 & 4 / J1' CJ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
CHORD 2x4 SP 02 N **WARNING** AN UPLIFT REACTION OF -228# OCCURED ON A
BOT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED.
WEBS 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INbICATED.
UPLIFT (LB): 270 200 200
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00
REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. OR FULLY OPEN
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
CONTRACTORS WARNING: M=Gravity (-)=Uplift
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ---------------------------------------------------------------
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING *** UPLIFT *** I *** HANGER ***
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1p y
MTS12 A: -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 At -4688#(Per 2ply) 1 HGUS48 AA + 8000# -2650#(16d 2ply)
CS150 AA -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
------- - --------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
_F EI-6-4
2X4(A 1) 10-3
4,'3 8'
�_2
R=505# W=3"B
R=-228#-S0f"W=1"8
TAG T7 SEG: 58538
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 10 TOTAL AM 10 REV. 17.2m SCALE A-0.5000
*ALPINE ENGINEERED PRODUCTS INC TRUSSES REOUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
)(HIMPORTANTM 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 IPI. SEE THIS DESIGN us TC OL 7.0 PSF DATE 11/30/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT 13RACING RE 11
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIN GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP
13C DL 10.0 PSF DRWG
A446 GH 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 -
TRUSS AND L#*ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 8C LL 0 .0 PSF NPW
CONNECTORS PER DRAWINGS 130. 150& 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE
STATE OF TOT LD 47 .0 PSF O/A LEN. 1-0-0
CONFORM W/APPLICAaLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPOA�TE (7/1/21) FOR PROPER
SEAL 04 TkIIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RVU--Z i .33
IN ONLY AND SffALL NOT BE AELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
111E 0_4� 1��ACING 24.0.1
0 AT' TN�TITIITF �jr)� = lq-3i N�TTOHAI DESIGN qPFCIFICATTON FOR WOOD CONSTRUCTION JLY�F e_j a C k
Job: (4-3547) LOT 3 & 4 / J7' HJ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
SOT CHORD 2x4 SP #2 N UPLIFT (LB): 340 880 BID
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 . 9.90
TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC)
------- ------- -- ----- ------------- ------------
REACTION OF 323.69. ------TYPICAL-SIMPSON-OR-EQUAL-UPLIFTMANGER-REQUIREMENTS------
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift
SETBACK. CORNER JACKS HAVE NO WEBS. ---------------------------------------------------------------
*** UPLIFT *** I K** HANGER ***
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 = -455#(Jacks Only) I HUS26 - + 2751# -12850(iOd 1p y
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2ply)
CONTRACTORS WARNING: MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 51800 -2000#06d 2ply)
THIS TRUSS IS DESIGN144 EAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -44550(2 Each) (16d)l HGUSS14+ J69062199#(10d 2ply)
AT SPECIFIC LOCATIO A ICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HU94 0 2650#(16d 2ply)
INSTALLATION TO ENS A THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
------------------------------------------------------
12-8"12 RFFFAFNrF HnIMFq IIIMRFP nFTAT1 SHEET FOR IIPI FT/HANGER DETAILS
411'6"8
1 .5X3 cr)
m
0
4.24 C:7--
2X4 (A I)
4'3 F9 2X4
kW__2'9" 15 A 9' 10 13
4'2"15 5'7"14
R=559# W=4"15 - 123# R=324# W=I"8
TAG T4 SEQ: 58541
PLT. TYP.-ALPINE DESIGN CRITWWTPI OTY - 4 TOTAL 4 REV. 17.2m SCALE -0.5000
NGIkEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
X*IMPORTANTHM SALHPLINENET BE RESPONS113LE FOA' ANY' WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 13Y TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE us TC OL 7.0 PSF DATE 11/30/94
ALPINE CONNECTORS ARE MA13E OF 20GA GALY. STEEL MEETING ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.0 PSF DRWG
A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER z 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF NPW
CONNECTORS PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
a - STATE OF
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI� AN ENGINEER'S ALPINE TECHNICAL UPDATE (711191) FOR ROPER TOT.LD. 47.0 PSF /A LEN. 9-10-13
P 10
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. 'FURNISH A Copy OF THIS OR 12 DUR.FAC. 1 .33
IN ONLY� AND SHAIL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. rp Eea5"" f
-T - -1'IF IN�TITUTF NDS - 1991 NATIONAL DESIGN SPFCIPTCATION FDA WOOD C NSTRk�TION A 11 ...... ISPACING S YF)P iack
Jot): (4-3547) LOT 3 & 4 / J6'3*8 HJ THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP 01 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 300 720 670
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 8.49 8.49 9.90
TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 06-03-08 ENCLOSED OR FULLY OPEN BUILDING (1991 SBC)
SETBACK. CORNER JACKS HAVE NO WEBS. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. (+)-Gravity H-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
*N* UPLIFT mx* I *** HANGER ***
CONTRACTORS WARNING: H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1p y
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(iOd 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT268 - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#06d 2ply)
MTT26B - -4455#(2 Each) (16d)l HGUS48 - + 6640LI -2199it(IOd 2ply)
MST60 - -4688if(Per 2ply) I H nmGA1+,1W9#&2650#(16d 2ply)
10 1# CS150 - -1650if(Each) I Hrsfft� + 3315,P -3945,F(16d 3ply)
--------------------------------------------------------
12' 10"4 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
11'6"8
I.5X3
4.24 C7:-
2X4(A I)
4'3
1.5X4
L :,--d
�__2'9"15 8' 10 12 1 F
3'2"14 6'9"7 Im
R=512# W=4"15 - 135# R=311# W=4"15
TAG T35 SEQ: 5B557
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = I TOTAL - I REV. 17.2m SCALE =0.5000
*ALPINE E a INEEFIED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
*XIMPORTANT)( SHALL 14OTN BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE KIO-91 BY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE us TC DL 7.0 PSF DATE 11/30/94
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL 14EETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10-0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 NPW
I RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSIT10N LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD Z BC LL 0 .0 PSF
CONNECTORS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
STATE TOT.LO. 47.0 PSF,O/A LEN. 8-10-12
CONFORM W/APPLICASLE PROVISIONS OF 140S& TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE 47/j/9 OR PROPER
PY 0
11 1:
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A C. F THIS z IDUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1NE '101 -
--1 . T'i �1�ATF IN�TITUIF, NOS - 1991 NATIONAI DESIGN SPFCTFTCATION FOR WOOD CONSTRUCTION I __FS7PACING S (PE jack
Job: (4-3547) LOT 3 & 4 J7' EJ TRAY 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.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 290 200 200
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 7.00 7.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (iggi SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN
REACTION OF 277.45. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. M-Gravity (-)-Uplift
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
*m* UPLIFT **m I *** HANGER **m
CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1p y
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d 1ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 5160# -2000#06d 2ply)
MTT289 = -44550(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16(1 3ply)
- - - ------ ----- --- ------------- -
Riii0li�"iigi�EgR-DETAIL-SHEET-FOR-UPLIFT/HANGER-DETAILS
1 .5X3 11'6"4
c:)
to,
6 �'7'-
cu Cu
2X4 (A I) _-14
4 1*3
4X5 (R)
A - T
6 3"8
7'
R=526# W=3"B
TAG T36 SEO: 58567
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 7 TOTAL 7 REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PROEKJCTS INC TRUSSES REQUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
*XIMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 11/30/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING BE
- ''
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG
A446 CR 6 EXCEPT AS NOTED. APPLY CON14ECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER s
. M06 BC LL 0.0 PSF NPW
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD (
CONNECTORS PER DRAWINGS 130, 150 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF z TOT.LD. 4 LEN. 7-0-0
t CONFORM W/APPL ICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 7. PSF O/A
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION:FURNISH A COPY OF THIS 0 Rio
'?-,- DUR.FAC. 1 .33
IN ONt Y. AND SHAt L NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR. 17,
. T;�f - P,ITF JN�TITUTF, Nn9 � IP91 NATIONAI nF51GN SPFETFICATION FOP WOOD FONSTRUCTION """, I SPACING 24.0 TYPF spec
Job: (4-3547) LOT 3 & 4 / J5' Ci TRAY THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS)_SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 260 200 3250
WEBS 2x4 SP42 N BRG.LOC (FT): 0.00 5.00 5.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN
REACTION OF 133.82. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
PROVIDE CONNECTION FOR 5300 AT HIGH END OF BOTTOM CHORD TO (+)-Gravity (-)-Uplift
PREVENT SLIDING. ---------------------------------------------------------------
*** UPLIFT x9m I *m* HANGER *m*
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 - -4550(jacks Only) I HUS26 - + 27510 -12860(10d 1p y
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply)
CONTRACTORS WARNING: MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 = -4455#(2 Each) (16d)l HGUS48 - + 66400 -21990(lod 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
R 13 414--4M W=I"8
La 410-6-4
9'6*13
6 P;- m
2X4 (At)
4
4"3
2' 5'
R=445# W=3"8
TAG T37 SEG: 58570
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY = 2 TOTAL AW 2 REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CAFE 11/30/94 TC LL 30.0 PSF REF
**IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 11/30/94
FAILUAE TO BUILD THE TAUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SAACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESSOTHERWISE INDICATED, TOP E3C DL 10.0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z 5606 BC LL 0.0 PSF NPW
TRUSS AND UNLESS OTHEAWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD z IT
CONNECTORS PEA DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PAGPERLY ATTACHED RIGID CEILING -- SEE STATE OF z O/A LEN 5-
INEEIS,9
CONFORM W/APPLICASLE PROVISIONS OF NOS& TPI. AN ENCINEEA*S ALPINE TECHNICAL UPDATE 47/1/911 FOR PROPER TOT.LO. 47.0 PSF 0-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A COPY OF THIS 0)Rio 9 [DEUR.FAC. 1 .33
IN ONt Y, AND SHALL ANY 07-11 WAY. TO THE TRUSS ERECTION CONTRACTOR SP CI
NOT BE RELIED UPON IN I OESIrN E EVF
-1 - T;�11,P1 ATF 1N9TTTUTF. NOS = 1991 NATIONAL OESTGN Z=FTCATION FOR WOOD CONSTRUCTION SPACING 2 4.0 ITYPE spec
Job: (4-3547) LOT 3 & 4 / J3' CJ TRAY 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.
BOT CHORD 2x4 SP f2 N UPLIFT (LB): 270 200 9880
WEBS 2x4 SP f2 N BRG.LOC (FT): 0.00 3.00 3.00
UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC)
WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. ENCLOSED
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN
REACTION OF 37.20. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
PROVIDE CONNECTION FOR 530# AT HIGH END OF BOTTOM CHORD TO M-Gravity H-Uplift
PREVENTSLIDING. ---------------------------------------------------------------
*K* UPLIFT *m* I **m HANGER ***
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1p y
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 33150 -1550#06d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#00d 2ply)
CONTRACTORS WARNING: MTT28B - -37860(2 E ch) 10d)l HHUS48 - + 5180f -2000#06d 2ply)
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -4455#(2 E:ch) 116d)l HGUS48 - + 6640# -2199# 10d 2ply)
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650fit6d 2ply)
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply)
-- - ----------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
R=37# W=1"8
t-f-,9 6 4
1"5
J�
11-5W
2X4 (Al) _w'10*13
6 F,-
10*13
4*3
4
3'
R=384# W=3"8
R=14# W=1"B
TAG.= T38-ALPINE -TPI OTY = 4 TOTAL 4 SEQ: 58576
PLT TYP. DESIGN CRIT REV. 17.2m SCALE =0.5000
ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 11/30/94 TC LL 30.0 PSF REF
XXIMPORTANT*x SHALL NOT BE RESPONSIBLE FOTI ANY' WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN us TC DL 7.0 PSF DATE 11/30/94
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10-0 PSF ORWG
A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD z BC LL 0.0 FTSF NPW
CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE :
t CONFORM W/APPLICAaLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER STATE OF TOT.LD. 47.0 PSF O/A LEN. 3-0-0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.'FURNISH A COPY OF THIS o RID q JOUR.FAC. 1 .33
IN ONLY, AND SHALL NOT BE AELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTO
---I ITYPE spec
T�j - T��PtITF INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION a ",I " ISPACING 2 4.0"
Job: (4-3547) LOT 3 & 4 / J7' Hj TRAY THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2X4 SP 01 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 880 200
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9..90 9.90
TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND
WITH DEAD LOAD OF 5.00 PSF ITOP) AND 5.00 PSF (BOTTOM) .
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC)
REACTION OF 599.55. ---------------------------------------------------------------
TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (fl-Gravity H-Uplift
SETBACK. CORNER JACKS HAVE NO WEBS. ---------------------------------------------------------------
mm* UPLIFT *** I *** HANGER ***
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. H5 - -4550(jacks Only) I HUS26 - + 2751# -1286#00d 1p y
MUST BE PROPERLY ATT,17," 0 THE BOTTOM CHORD. MTS12 - -1000# 1 Hw62&f%m-,.±--3@Lr5AxrV&:(16d 1ply)
A MTS12 - -2000#(2 Each) I Hf0W%M4L1%fEt 6 (10d 2ply)
aS
CONTRA OQS WARNING: MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#06d 2ply)
THIS TRUSS IS DESIGNEDIZO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 664p# -2199#(iOd 2ply)
AT SPECIFIC LOCATIONS. ARTICU6AR CAPE- IS ADVIrED OUPING MSTSO - -461
H 12*8"12 5111:(1E:P 2p 1 V) 11G11649 - Q IR# -2650:(16d 2ply)
AT THI 0 ch) :I 1113b# -3945 (16d 3ply)
INSTALLATION TO ENSUREIR IS TRUSS IS ERECTED PROPERLY. CS150 - -16 1 HGUS5.5- + I'll
-------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET AD zip-it FT/HANGER DETAILS
r
I 5X%33 11'6"8
2X3 10'
4.24 C�P-
CU
2X4 (A 1) 2.83
4'3
4X5 (R)
2 9 15 8' 10 12
9' 10"13
4'2 15 - 5*7"14
R=563# W=4"15 123#
TAG T39 SEO: 58583
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY I TOTAL I REV. 17.2m SCALE -0.5000
NrINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CAM 11/30/94 TC LL 30.0 PSF REF
**IMPORTANT-xi(SALHALLENET BE RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 11/30/94
FAILURE TO BUILD TK TRUSS IN CONFORMANCE WITH OSTSe BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG
A446 GR 0 EXCEPT AS NOIED, APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL 13E LATERALLY BRACED WITH PROPER �606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD z BC LL 0.0 PSF NPW
CONNECTORS PER DRAWINGS 130. 150 & 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - SEE STATE OF 47.0 PSF 0
CONFORM ILPAPPLICABLE PROVISIONS OF NOS& TPI� AN ENGINEER'S ALP114E TECHNICAL UPO�TE (7/l/911 FOR PROPER TOT.LO. /A LEN. 9-10-13
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o RIO .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY� DESIGN TO THE TRUSS ERECTION CONTRACTO IDUR.FAC.
Till - 1=P!&TF lNS11TUTF.NDI.;,.: 991 ATIONAt DF5j2j..2tr(-.TFTCAT TON FOO WOOO CnNSTP1117TTON PLCING SEE ABOVE TYPF j ack
"Ok
WIND LOAD CALCULATIONS TO DETERMINE SHEARWALLS
Project : Plan No. 1382
Reference: , Wind Standards for Single Family Dwellings
Northeast Florida Builders Association
Design Wind Speed: 100 M.P.H.
Assume: Wind Perpendicular to the front of House
W1 (Wall Widih Exposed to Wind) = 35 . 01
Required Shearwall : Condition #1 = 11 .51
Condition #2 = 7 .71
Condition #3 = 6 . 01
Right Side of House Has (1) SWS (#1) = 16 . 51
Assume Condition #1 : Decrease Wk for
1611 O.C. Stud Spacing
Reauired Shearwall : 11 .51 x . 8 9 .21
Shearwall Length: 16 .5' > 9 .2' O.K.
Left Side of House Has (1) SWS (#2) 20 . 01
Assume Condition #1 : Decrease 20% for
1611 O.C. Stud Spacing
Reauired Shearwall : 11 . 51 x . 8 = 9 .21
Shearwall Length: 20 .0' > 9 .2' - O.K.
Assume: Wind Perpendicular to Right Side of House
W2 (Wall Width Exposed to Wind) = 68 . 01
Reauired Shearwall : Condition #1 = 19 . 01
Condition #2 = 13 . 01
Condition #3 = 10 . 01
Front of House Has (1) SWS (#3)
Length = 17 .31
Assume Condition #1 : Decrease 20% for
1611 O.C. Stud Spacing
Recruired Shearwall : 19 . 0' x . 8 = 15 .21
Shearwall Length: 17 .3' > 15 .2' - O.K.
SHEARWALL CALCULATIONS : PLAN 1382
Rear of House Has (1) SWS (#4)
Length = 16 .01
Assume Condition #l: Decrease 20% for
1611 O.C. Stud Spacing
Recruired Shearwall : 19 . 0' x . 8 = 15 .21
Shearwall Length: 16 .0' > 15 .2' - O.K.
PLEASE NOTE !
C)
PROVIDE FOR 1/2"ANCHOR BOLTS IMBEDDED 6" IN CONCRETE O* R 8" IN
MASONRY UNITS, SPACED NOT MORE TI-IAN 4' APAXr IN ALL INTMUOR
BEARING WALLS AND ALL EXTERIOR WALLS. USE 1/8" X 2" X 2" OR 2"
ROUND WASHERS WM-I NUTS ON TI-IESE BOLTS.
NO STAPLES ON ROOFING, ROOF SHEATHING, OR WALL SHEATI-IING.
PROVIDE FOR REQUIRED UPLIFr AT STUDS TO TOP PLATES AND
STUDS TO SHOE. INSTALL CLIPS AS NECESSARY.
J163.1 FASTENERS AN D* CONNECTORS
J103.1-1 A CONTINUOUS LOAD PATI-I BETWEEN FOOTINGS,
FOUNDATION WALLS, STUDS AND RAFIERS SHALL BE MAINTAINED.
J 103.1.2 FASTENERS AND CONNECTORS Sl-LkLL BE ABLE TO RE SIST TIIE
REQUIRED LOADS.
J103.1.3 FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH
TABLE 1705.1 OF CHAPTER 17 OF TI-IE S.S.B.C. APPROVED CONNECTORS,
ANCHORS AND OTHER FASTENING DEVICE S NOT INCLUDED IN CHAPlE R 17
SHALL BE INSTALLED 'IN ACCORDANCE WMI THE MANUFACTURER'S
RECOMMI�"ATIONS.
-jl03.2ROOFCONSTRTUCTION-%=- -RS
ALL SUCH MEMBERS SHALL BE SECURELY FASTENED TO THE
EX"M-RIOR WALLS WITI-I APPROVED HURRICANE ANCHORS OR CLIPS.
----�e-;4
INFII TR4 TIM REDOC T101 PRO 7174CE CONPi 1AAVE' CHECKLM" JrJ1
COMAINTS SEVIVY REOUIRMM FOR VCH PRACTICE' ChTAK
PRACTICE W1 6VA- 1 QBQ Y Q TH A 11 1ATY! ITRA T IGiV PRk'SCRIPTI'VES.
---------------------------------------------------------------------- ------ -
window$ 606. 1 Hd)(illiaift of 0.34 CFH per linear Got or operable sash
crack (Includes sliding glass doors).
-------------------------------------------------------------------------------
Eyterior S 606. 1 Naxlou* of 0.5 CFH per sq. ft. of door dred; solid
Ad�ldceat Ooors - cote, wood panel, insulated or glass doors only.
-------------------------------------------------------------------------------
Evierior Mats 6,06. 1 7co be caalAwov pasAnted, wedther-stripped or other-
s Crach's wise sedled.
--------------I------------------------I----------------------------------------------
PRACTICE W2 6?16. 1 CONK Y WITH PRACTICE' W i AND THE' F61 1 0WIRM
--------------------------------------------------------------------------------------
Exterior Wall-t; 606. 1 Topt pidly penetrations sealed. Infiltration bdWer
S Floors installed. Sole platolfloor Joint edulked or Sedled.
-------------------------------------------------------------------------------
Ex,terior t'I"alls 6V6. 1 Penetrations, Joints dad cracAis on interior surlWce
Ceiliags cdalAou", sedled or ydsAytod.
------------------------------------------------------
Z'06,111"Ork 606. 1 Ouct*ork in aacoouYtivoed space most be sealed.
---------------I------____-------------------------------------------------------
Fireplaces 610. 1 Equipped with outside combustion air, doors dad floy
awovers.
-------------------------------------------------------------------------------
Ekhdast Fans 6`06. 1 Equipoed with dampers. Combostiou devices see
6 06'. !.A.2.
-------------------------------------------------------------------------------
. .1
Combos I z..1 7 on 606'. 7 Combustion space and water heating systems provided
hydtimg with outside combustion air, except direct vent
dpplidaces�
--------------------------------------------------------------------------------
'", 07HE't? h'EA3U,,VE3 (must be met or exceeded by all resialaces, ) K"
-------------------------------------------------------------------------------
41"aler Hea.Z'ers 612. 1 Comply with efficiency requirements in Table 071.
Switch or clearly oarAwd circuit breaAwr (electric)
or Muff (gas) oust be provided. Eiteroal or built-,
in beat trap required.
-------------------------------------------------------------------------------
Mooing Pools 612. 1 Spas dad heated pools most have covers (eNreot soldr%
S Spas heatod). Non-c000ercial pools oust have a Pump Wer.
ods spa A pool heaters oust have d oinigao therod!
efficiency of W8 perceot,
-------------------------------------------------------------------------------
Sbower Hedo's 6 12. oh,dter flow oust be restricted to ao more than 3 yal-
Ions per oiaate at 86, PSIG.
-------------------------------------------------------------------------------
Air Distribution 610. 7 All ducts, fittings, oeubaoical equipoest dad plea0fli
Astsms chambers shall be oechdaicdily dttyckeay sedled; itys-
uldted dad inst0led M accordance with the crityrid
of Section 610. Ducts in ahcoaditjoaed attics most.
be insulated to a ola&uo of R-6. Air handlers shall
not be installed !a attics unless in mechanical
closet.
-------------------------------------------------------------------------------
HPAC Controls 6VAI Separate redaYly accessible wdaaaj or dutoodtic
theroostat for each system.
------------------------- --------------------------------------------------------
Insulation 604. 7 Ceilings minimum R-19. Common Walls - FYdme R-11 or
-------------------------------------------------------------------------------
SASE AS-SVU T'
GL ASS----------------
OR16Y AREA x SSPH z POINTS TOTE SC ORIEN AREA V SPH x SOF v Polm
--------------------------------------------------------------------------------
x 15.00 65.6 un 0 ni CIR N f5.0 36.3 .66 3V7.5
MF 20.00 61.8 7316.0 DEL Cl R ME 20.0 57� 7' .88 WK7
E 30.00 65.8 1974.0 081 C1 R E, 30.0 "j. 7 U 2104. 1
3 5.1-.00 65.6 3;50.6. xv CIP 3 15.0 61.2 .80 794.4
( D81 C!R 3 42. 0 6W.2 .87 247L0
W 42.00 65.8 2163.6 081 CIR W 30.0 P9. 7' .88 2704A
DS1 CIR W 12.0 19. ? . P7 ?40.8
-------------------------------------------------------------------------------
. 15 & COMO. FLOOR / 107AI GLASS z A01. x GIA33 AOj WASS GLASS
AREA AREA FACTOR POINTS POINTS POINTS
-------------------------------------------------------------------------------
. 0 t, 382.00 04.00 1.264 10, m.20 13,640.34 aws. 4
AREA k SSPW -:�, PObV7's, T�`PE r?-i'44L UE AREA x S�OH POINTS
---------------------------- -------------------------------------------------------7
WALLS----------------
Ext 5W3. 0 . 9 884. 7 Ext tVood Frame ff.0 5W3. 0 1. 70 760. i
Aaj 749.0 . 7 104. 3 AN Wbod Flame 11.0 149.0 Wo 104.3
OVORS----------------
Ev't 21. 0 6'. / 128. 1 Ext Wood 21.0 6. Q Qs. i
A c/i i 9.61, 2.4 .4 3'.6 Ao'j irbud 79.0 2.40 45.6
CEIZINOS-------------
VA 1383. 0 .6 &29.8 Whr Attic 79. 0 1444. 0 1. 10 158SA
OWdir Attic 79.0 18. 0 1. 10 85.8
FLOWS---------------
31b W!0 -3Y.0 -67W9,0 Slab-oa-oraut . 0 16?10 -47.20 -6B80.4
W71 TRA TION---------
8.0 7703W. 0 PrWice 12 W32.0 8.00 /1056.0,
70TAL SUNNER POINTS
20,309.84 7
TOTAL x 31WEN z CVVLINV TOTAL CAP x DVVT* x SPW7EH x CREDIT z COOL!NV61�
WE PTS how ?, POINTS CONPON RA TIC NG T how T how T* POINTS
-------------------------------------------------------------------------------
2o, 3v9.s4 37 115S8.64 / !Y;472, 39 1,00 1,070 .379 1.000 5� 963.0,5
PINTER CA I CUZ 4 77VX3
AS-071 F nr.:7
GIA33-�----------7---
ORIEN AREA x SWPH w POINT3 TYPE 3C ORIEN AREA x, P'F�PH x WOF POINTS
---------L----------------------7----------------------------------------------
x 15.00 -10.6 -09.0 061 CI R N i 5'.61, 3 i. i.;` 1126. 11
ME 20.6,10 -io.6 -212.0 tat CIR ME 20.0 4.6 1.31 120.5
E 30.00 -10.6 -318.0 081 Cl R E, 361.0 -";,.2 .67 i64. 50
3 10.6' -66',4.2 osi Ci R 3 i5.0 -28.4 .85, 380.6
CIR 3 42.0 -26.4 . 94 -104.6
4 2.6,10 -10.6 -445.2 ZOT C!R W 30.0 -9.2 .6? 484. -
LOT G R W 12.0 -9.2 . 39 -43.6
----------------------------------------------------------------------
. 15 CONO. FIVOR / TOTA! 61433 w AOj. x KASS AOU GIA33 GIAS3
AREA AREA FA C i'OR POhV7'3 PIODV73 POINi'3
---------------- -------------------------------------------------------
. 15 ;, SS2.00 04.00 i.264 ;, was.4 o -2, 38 7,66,9. -96
NON 61 ASS-------------
AREA x- 5t'VPA,' z, P0I'tV7S [XPE' R'-rA 1 4UE AREA P`4�1 ��- POIXf3
------------------------------------------------------------------------------7
WAUS----------------
Ekt 5W3.0 2.2 2762.6 E�-c t Wood Frame 17.0 5W3.0 3. 10 3637. 1
AQ 149.0 3.6 536.4 Adj Wood Frame 17.0 749.0 3.60 536.4
OOOR3----------------
Ex t, 21. 0, 12. 3 236.3 Ex L Wood 21. 0 12- 30 23S. 3
Aaj i9.0 17. 3 2�6. 5 A di Wood 19.0 if. 3v 276. 3
CEI'ZING3-------------
UA 1383. 0 7.2 7659.6 Qukr Attic 19.0 7444. 0 2.00 2888. 0
Uoub, Attic 79.0 ?8.0 2.00 756.61,
FZOORS---------------
Sib 76Z 0 8. 9 1486. 3 Slab-on-Giwde .0 16710 18.80 3739.6
IRF11 TRA
13&2.0 7. 4 10226.8 Practice 12 382. 61, 4 0' 16,226.13
�"07A! WIN7&�' POIN7S
14, 351. 12 19,390. x�
70TAI x Sh'ST&V h-EAFING TGrAl x CAP x DOV7 k 3)-`37EA( ,( CRE017
WIN P73 ALI T, jv,�"S COHPOH P4 TIV ALI r ATJY 7 ALI T POINTS
-------------------------------------------------------------------------------
14,30. 72 . 55 P;893. 12 1 19,390. 0 7.00 1.0?0 .460 7.000 9,544 4. 12
. .
~
^
' P'VA/ER HEA TING
SA/E* AS-SUR 7-
.
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
YVjY 4(7F* X H07 TO 7A Z ' 7ANA' K01 U-17'E' Br TAIVK * HUZ 7' k, CRE017 -,". TO TA I
@EO7h3 . ' AM 710 /6UJ' ;
-------------------------------------------------------------------------------
� 380\3.61, //,4�9.00 11 46, ' 910, L(00 J7/9. 7 /.00 //, 159.06"
----.......................-................................................................---.....................-................-----------......................................--...................--............-........
-------------------------------------------------------------------------------
�
-
V A�� ��� / ��� ��-6\��/ 7 ��c
-------'---------------------------------------------------------------------'-
-------------------------------------------------------------------------------
coozHEA NXG HOi I.. t'Y'A TE I? TO 7A/ ' 0001ING HE 8 7 1 H49 HO 7' oh?"ri TER TO TA/
POINTS + VOI;TS i- POINTS -- PORV73 / POINTS it i�;7I//[9 + POLVTS c POlNT3
-------------------------------------------------------------------------------
7fB6.6� 7D;J. / /����'61 216'°611;110' "'6 / 35,163'3 9-54 4' / ///3 4 k 6666*�' y�`
-----..........----...............-----....................... -----.......--........... ------------.......................----..........- .... ---'-----
-------------------------------------------------------------------------------
� EPI /7 *
`
-
-
�
_
_
�
_
ENERGY 07POE
For detailed information
of the EPI rating number
or for day IT&V listed,
dsA, your Suilder for EP12 99.2
O'C4 F�gra 600A-513
or Form 6008-93
0 16, 26', 30 4 0 50 60 .70, 80 90 100
---------------------------------------v/
The MWOMUM allowable EPI is 100. The lower the EPI the more effYcieol- the home
RE31VENVA ENERGY 0AMMUCT' R47ING WET
i TEN HOW W&F low ElficleaCy iYlyh Efficiency
3DV6Zl Ci fil 061, TINT
. . . . . . . . . . . . . . . . . . . . .Vouble Clear -------------0------
. . . . . . . . . . . .
R-30
C&il 1 0�i Ue. . . . . . . . . --------Al�-------------
I al,I R-61 ------
/--------------
R-19
Floor R-Blue. . . . . . . . . 0.0 -------------------
AW CONOMONIP. . . . . . . . . . . .
10. 0 SEEN 7 7.
SEEK . . . . . . . . . . . . . . . . . . . . . !0.6 ------------------
HE47YAO SUM. . . . . . . . . . . . . .
6'.8 H51r."F 12.01
Electric HSAW! . . . . . . . . . . . 714 P-AW-----------------
WER HEATER. . . . . . . . . . . . . . . .
64 66
Electric EK . . . . . . . . . . . . . 0, 90 /----AW---------------
0.54 0. 90
61 ---------------------
0.46, 61.60,
Sol d El' . . . . . . ---------------------
OTHER FEATMES. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . .
1 certify that these evergy saving fedtvres required for the MCI&
Ehergy Code have been installed A this house.
6ailder
Address Sig-OdWe Odle;
cftylzig
Florida Energy code for sulluvay Construction - 1993
Florida OePd1'QVnt- of Community Affairs Q-EPI CAR093
RIAIT4j ZOAO 4NO EMPNENT' SONAVY
I i-23-94
For: 00371E 6UMER3
6879 3- IMMUNE RD.
3ACK3ONVI 1 i E* Q S22 K:`
qt�9
6�v: A IR EiV4GINEER3, INC
N9'47' SEACH 61 kV.
MMOMM 1 E' Q S2216
YXI)OV-2313
lot 3 S 4 Old Atlantic Snach Job 1: Plan 1382 Sq. Ft.
Wthr : 3dcA'soovYj'J4Q_AP' FZ
Noe :
TI Oj�S 'Esi "N "ONVITIViis
�vYNTEA� DES16"'I'V s4yi-fNER V
Outside dk- 32 Deg F outside UK 94 Deg F
!aside ob: TO Deg F inside ub: ';�`5 Deg F
Design Ti"" 38 Deg F Des igo 7D. 'Q Deg F
Vally MY&
M. Kv. : 50
Grains Pater 4�9 gr
""A TPYV SUtYNARV
ir- SENS!&t'�- L40,911ha EMP lOA0 SIVING
SIC/g. Heal- loss 28146 Stub Structure 20S86 6tah
00 CFH 2090 Koh
All-
8 , Stab 'esiyo Two. May 3.0
1`4t,'at* Air t.'.OSS 4 i 0 V Deg F
Design Heat load 32328 61"uh L'se h'f�o. D'e�'Ia
rVdlelswiay Halt. 1. 616,
Total Seas Equio load 22416 Stah
IAM TAW 17 VON !ATENT' COOZING EQUIP lOA0 SMING
Coast coal a Fireolaves 1 lotyroal Was 1360 61-ah
VeaLildl'ioa 3332 Stab
HEA TI A�*,� C00'ziNG rn m tra tio 1, 3076 Stub
Area (sq. ft. ) 1382 U82 fit latwat Quip load 1788 stab
P V 11056 M56
ol al??e (C a. 1Y. )
Ric 1.2 0.5 total Equip load 30264 Stah
Equivaleat C011 92
YEA EcUl PH N T' 34YKhA RY COO!!N61' I"494YIPH&VT' SUNKARr'
ke Hd A'& 1 ealiox
Hbdel C2231-62M Afo U'e I �OMV-36e
-vpe
i, AIR HkYNEi? 7yl,"e HEA 7" P-VH,,E-'
Efficiency / HSPF* 4 wrywymm, to. 5
Hedtin�,*f loput 60 Stah SeaSibl4e 24100 Slob
boatiog Output 61, 6i uh lKnot Coollog 6800 6tah
byetiag Two Rise 0 Deg F Tito! Cooling 305`06' Stub
Auto,! Hedtiag Fda 000 CFH A u 1 ad.1 Cooling F;��a i 0610 CFH
Ht(;f Air Flow Factor 0.03,6, CFiy1'St'ub 019 Air Flow Factor 0.04,41 oFiy"'St-ah
Mace 7heroostat load Sens He&t Ratio 82
AR290
job 17: Allan !362 3q. F't. 1-23-94
Procedure A - kinter infiltrdtioa HTH Calculation"
----------------------------------------------------------------------
1. Winter Infiltration CFH
1.2 ACIRR x 11031 Ca.Ft. x 0.007 222 CFH
2. PAW 10filtraWoo M(I?
L / x 222 CFH x 36 POW TO 9261 Stub
3. klil�ter infiltration HTH
9261 Stub 204 Total Window 45. 4 HI-11f
S Door Area
----------------------------------------------------------------------
Procedure 6 - Summer lhfiltywtioa HW WlculdtioO'
----------------------------------------------------------------------
Sa0wer 141YRYWHOO CAY
0.5 AC/14? x 11 Oil Cu.Ft. ; 0. 0 161 ST CAH
2. Saweer infiltration 601?
1. i K 50 CFH 9 3amwr 70, 1,92-9 Stub
Stmixer infiltration H;"H
1579 OW 204 Total �'vinG0#
S Door Area
---------------------------------------------------------------------
Procedure C - Went infiltration Gain
----------------------------------------------------------------------
O.6B x 49 yr.diff. k CFH a 30?6 Stub
----------------------------------------------------------------------
Procedure 0 - Equioment Sizing loads
-----------------------------------------------------------------------
1. Sensible Sizing toad
3e0sible iwotildtioa load
1. / N 700 keat,.0FH 19 Sw#mer 7?", 20";,"0 6tuh
-`�&Iisible toad for Stiucture (Iloe 19) Y- 20366 61,ah
Suiv of and StworWre toads 0 2240 Wuh
Rating and Roperatwo Owing Haltzolle x 1.00 R51
Quip*ent Siziog toad - Sensible A 224M Stub
2. lat'd0t SMOg ZOdd
Went 500tildtiOn toad
0.68 x 100 &MCM x 49 yr.diff. SW 6tuh
internal today a 230 A 6 No. Pnqvle i 7360 UK
infiltration toad FZ00 Procedure C 30AW 8tah
QuIpment Kzfog toad - AteW M& stub
----------------------------------------------------------------------
Wonstraction Quality is: d hb. of Fireolaces is; i
NANVAI K M Ed. RIGH&Jr V7. ?2 TR2913
Printout certified by ACCA to oeet all requirmeats of Nana& Foro j,
JOb W: Plan 1382 3q. Ft. 2ope. 11-23-94
HAUS j: "th Ed. ---- RIAHT-j: W1. 22 ---- 02913 --- Page
Ndoe 0 f RIOVOR Entire House OWN house
Runniag Ft. Ekposed Ald.11 16.7.6', Ft. 7 6.;:'.0 Ft.
31 Row ONessions, Ft. 102. x 7.0 Ft.
4/ cellags,Ft / condit. Optloal 8.0 3.0 / heaticool
---------------------------------------------------- -------- -----------
'TXPE� OF' /CST/ HtW / Area / 6t,uh A red / Stub
EXPOSURE MO. IHI-g /Cl-0 lleagthl MY I Cly I!engthl Hty / Cig
---------------------------------------------------- --------------------
1 51 Oross WON 3. 41 2.01 ,183/ soft I **** 5,1331 - ss-s / 1'1-,�'S
I Ekposed IbIlICI 1.41 1. 31 1491 sees I eyes 1 1491 I$A* I was,
Wdlls and /c/ o.ol o.o/ 611 seelt tylt-)p ol e'sy t )rely
Partitions Idl 0.0/ 0.0/ 0/ else se.* 01 else let*
lel 0.0/ 0.0/ 0/ else way, 0/ eye, low,
Irl 0.0/ 0.0/ 0/ too, stay 0/ slow else
------------------------------- -------------------- --------------------
1 61 WOODWS Al SUM61 1441 3,96'.;;`1 sely �441 3,96";V l", $
IbI 3VIM61 1 201 5511 eyes 1 201 5511 most I
Ovors Hty. Icl 1 0.0/ 1 0/ 0/ else 1 0/ 0/ tons
Idl 1 0-0/ of 0/ 0/ nyt* 1 0/ 0/ else
lel 1 0-0/ Is 0/ 0/ less 1 0/ 0/ well
Ifl / 0-0/ $1 0/ 0/ levy / 0/ 0/ levy
------------------------------- --------------------I--------------------
?I windows I W&A 12S.01 1441 eyes 1 33121 1441 eyes 1 33121
I S Mass I NEmw /01. 0/ 201 "we I U11201 26,1 $ye* I
ES(V I *Altyl I
ol ,/
o. 6"l ol else 1 6,1 sely
South I ol *y's's I ol ele.-It,
HOrz I ol sell I ol �'y*-It
-------------------------------I--------------------I--------------------I
B/ Othr dOW's IdI100117.5110. 41 211 36PY MI 271 3671 2781
I lb I/00 1 5/10.4 1 191 ml t 5;w/' i 5;17 33/-./ 7,5`81
I-------------------------------I--------------------I--------------------I
1 91 Net MIMI 3.41 2.01 TTWI 2?291 16231 M/ 2?291 16131
I I chposed Ib//30/ 1. 41 1.31 1301 1?61 7641 1301 1761 1641
I I t'j"dlls ciod /c I I ("e.611 o.ol ("I ol ol ol q (.,I
I I kortitloos Idl 1 0.0/ 0. 0/ 0/ 0/ 0/ 0/ 0/ 0/
I I lel 1 0.0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/
I Irl 1 0. 0/ 0/ 0/ 0/ 0/ 0/ 0/ 0/
-------------------------------I--------------------I--------------------I
/to/ ceilings Q11601 2.01 2.91 7,4441 2�'081 329?l 14441 29081 3�,9il
I I lb!1601 2.01 2.31 YW/ 15TY 718/ 10/ 157Y US/
I I /c/ 1 0-0/ 0.0/ 0/ 0/ 0/ 0/ oy 0/
I-------------------------------I--------------------I--------------------I
M/ Floors Q1224130.81 0.0/ 16?Y 51401 01 MY 51401 0/
IbI 1 0.0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/
/u/ 1 0.0/ 0.0/ 0/ 0/ 0/ 0/ 0/ 0/
-------------------------------I--------------------I--------------------I
1121 15filtrat'100 a 145. 41 9. 51 2041 52671 75T91 2041 5T611 75T91
I-------------------------------I--------------------/--------------------I
17313obtot UK loss=618- 177H21 $Its 255891 else 1 else 1 253991 less I
**tt
1141 Oact Stub loss 1 255-91 1OZ'I 25691 1
1151 Total Stub loss 0 W14 I test P61461 Its$ I else 1 281461 else I
I-------------------------------I--------------------I--------------------I
1161 W. Was: People e 3001 61 *010 1 0001 61 x1to 1 /800/
Ago!. 0 72001 41 sees I 4SO01 41 of** 1 48001
1711 Subtot RSH test I tom$ jS5331 sets I wsss 1 165331
/16/ Ouct WK 18331 1 78�31
41YI wtdl RSH 601a a 7711S eyes ts"W 203961 eyes I eyes
j 20,1 Cr-tv Air Required 111;
1000/ 10001
Prildc;tut certified by ACCA to oeet d1l requireaeots of pSOO&I Foly j
MY! A Ab Ed. WH&A V1. 72 TR2913
Rl'6'HT'-J WINVOW OA TA
Pida 1382 1q. Ft. M23-94
0 Z 3 3 0 Y A 3 a 0 w
1 4 1 0 H N H �l H /V H
Z A Al R' 4 0 R R a T' A A
1 2* E' H D' 4' 2 1 0 A, Y T, H
'i"hole House
s d c li 0 Il y 2 1.0, /. 5 0.0 1.0 38.0
d c 0 0 0 y 2 1. 0 1. 5 0. 0 L 0 ""T.6,
a c 0 0 0 y 2 -16" i.0 1. 5 0.0 L 6? 23�("'e 1-5.6e 0.0
w a c /? 0 0 y 2 590 1. 6, /, 5 0.61 1.0 ;:'2. 0 42.0 42.0
ite d c 0 fl 0 y 2 510 1.0 1. 3 0.6, 1. 0 5 0 1"We.6, 61.
M. FILTRA11PAPRA5TI�U_.
:I account lot 1111111111010"1 a It 146990) 1011*1 thimugh e-f building In"ll"I'l,
iltradon induction comhuction lochniquoi #so-combined Into zhite Isoups.at Wood Sheathing Board#. IV-d shirallsing parsels, Pro considered ate loollitrodes"
=cl&r not*twoot practices.111110-141411, 0 1. 112.and 23 1 three ollf:411tu barriers when applied to . frame all undagnestin met salutes fiestill and the
61h,"I"Tthol house anti the
"dos%Mae. The bilher the pitcdcls numbour t.-te'If (0110-ing posting snaft
lower ilia olueftlerl of air Chang"pit hour. The conjumcdon Itchniques required in
Section 111112(f)hif each Terscilto aga Blind bola-. 1. Wall W.W4 Irylls.
III Malvinas,
_J.qfillrdifs� Practice 81
th. I,---ei lbo Panels obell a.40.4"fit-..a Wool*avoleas 64 FGML%
lug'40.16 11.111.00.44 so 04 set?fall.01. saw-
Us house gritut(imply with oil pitialpelset requirements lot ovisidow,string end 1114 P-IS IMM mo W.tod a*VW 6$Mft gsUW.1:rd.`Ik�me Medal and am)0460
J110work Mloaging In Secdono 101.1.Arid 904 4. Practice 01%cludes the follaiving %I(.%aneelve
ofe
sish W.'L
go,. Drove flodhollins ofill.$$lost devils OvA N-.ons.-ons.1 4111 CT%4 r.Mo..* Tape$a(Irpq a.-#not acceptable ovalasigo for feeling wood obtathin;to goved
bar of dome set& airmbirs.Woundr.1 tiger.or inosawy.
limunflor).b."of ralris 1.0.lislAfol gassing q ob.0 k
God In-aft"O."I"Mrs. f4con-weed St�!Wrjg. I'lon-wited thrashing panels.Includirsiol (seem losoularflon
In ocromill.ne.-,th Ird.uss,so,"nOt ad 11%. Eo;;J;_.A7na lod at plastic faced boards of othec ansittrials.may be commWered sk
Infiltrilialt barriers when applied to 0'tame wag lossultun-th an*-mr!"Rr4oh and
Use following molinj solsolitemonts sart inner
-Infiffrallon proclict 12
Itildys ad 1equistmersto of risc-try,si.rraca,e 41 le'J'at'l Is#1"Unt.1014 glop$be -0-4 Ovothia,141-to I,--bass.me.Hisu 14-offishmag ranges Photo W*@Wait
-,it-*let---40%-arlor sellmea". thibloot based ollitivisto top"
loon so tighten the lunclull. i.lzrossost A.able
1. Me poruls 01.11 me sWor"T.-Me,rl..# 0.1 4-ode.
..........lit A.11 I,- J. 011izzo:them bq .led to#4 lostang#14.4.1..dodo.".M.used"&ad 4.4
Ato MAlfte".Iss.me is"p.j.,41 0-.th*$I.)..of o. on fdorb.o.#lots..6.1 onstat.
..Mlo 00.4 stood.0.4 fla"'. I. It-r...Is 0-41 a--w as the s-,a in-sadint st#as dooss-sno mmss-s suisol a
All-11C Neal Nor*saN%$ad to bod*..I grol goasgift dome save�go it W
on,it.11-44W.S'pois.h.
ijut;*ask 14f.egm Westgate.4 841strint-11"to pl-0 1,4 finite Us I—. I*Poo of any lyl�q of&hot occorialelt sealants lot$faline itim.somed shoollotal to
woh"'Ohise, 1.0.1well...1. sitiold at toissignity buildinj components.
towleastko Intestines Wieser,4.4.,Mlof 004.111W.9
.*sit atill tuftgv.IAik%,a-led or j..M,.4 locitsdiosli We folle-setf cotaysse,; Stucco. Stucco on solstice,house walls asset,quality as an toglUtisdon lo"ev'If U%4
P.M W 6-4 do"Arsio"$.I!O"Mtli evill"am t-ecutf.lo.atbo.,d P.flat: lollowtng conditions atis met
0*"$^W4 received"llsol"I go"
llooll to".led 1.ascrond.-I
Age)
lift"an'MAIL I. fir 00".nurtem eadaiusris-9-i haerA-swas toololl.
AN Anysisen" "4 a,*,.at.$ d-snpn.Sloss a wood theato sad L All b sea to the istfoo..0 lots tu.1 be go.igh.4. llq moves ftwnol "a essis in nood,
0410&too*wdoa sroll dove"am In"I'M -40,:-)-m-fiest-harm fares.9 at 1.4.1 sit games shicAtono Ow itemoroseemsesses smeaggy
An emm"left�"d to Waftido"d 11tece#60 uses JMI.gulf does..I
I artily 0 croolnuffort devices"sh LMPVO olhaval fverol'.
smaller kh OW Ptkftd led Cas CA.CMA Us a the lontly 44singli tod.l.
or
v4skitiontencen,116post4orefte.fucl%
-1kW.o04.jA@vs1
adlerval aides.
64
(iffiffroffoll Primcf(cor tj
I"Idoo 14 Iterviramorefir of practice 01 and Practice Ali.rfac-ke 03 loquizes die
following Indlifiradan reduction lodhitiquits.
w gool tri0s all Interior.6111s.such to Otano aresind 6.s.be,,44
I and sloctolcol modem sood olottwo.sluil to assibsed.wolot 9,goolo.4,a,-0
Msrsoat" #death 00 gap put"0(ismonof dlo*had I's 94SIN4.
sel Nlbdf-g In*a content Vivo be staged fram 0-0 o-adideavil open-4
44 blIZ JOr:441t1r.co.
As**UPI setroomm,am%by .411%po.w'Mod.1.4 state loo"s
asmak.A.10. gat'sadea.1-row.
ding store u.on.to-%".arA a-Movie..let Infillidifors Barriers for Block Co"Ilruglical
as lossiall Its smoce-old-nad oreces.--thar--frO sad 0-1-4 hon,
ImpAdeard jame"$IN$400 Misapply a Clatals...- ppWo-Of It-. Ihsl(fillowInS building inatwids and opt""wW jugUy am
done"off"ooft block canstsutdonj lot"1615 lot
L on"no high provide"Olmood"W him N
poing i and. ralnied FAItilor Iffills, EAWIOW matter joints shall be"ad(kit.Wowed to clere.
then bruthed with malailry$talent PlInL A Rost Cost 1111 MUOMY"aide,Faint and
W Catalan-File"All-T appolloossesto groo.%"oneff! than 1,onloslarnarn of one eviest coal of point#b&II be applied.
Of 140,the I*""additional
Slucts. All halts In the angler bleach(Oct halt be poje.q& The andra,Inernewr wait
L A O..V.W con*.ossomison.u.ssh 4 seat go st-nal-fe-4-p., obbil be C9611111 with A w1atliff teolitino 1144WO I&V
.M 01 It Isect 4 j/j fare:
"n"i uses for cQuitntichotgo alucto of 1/1 inch OtIcknee,(of polymeric oricM ehicki a
L
When Wticastleet Prescrticip 03 Is users.caution shou!d be feasts to limit the use*I [alleges 11611141L
mGww$and rrnleom*Me%produce indoor see cors,sentnArou. I- PO4ymnic saarlk w cirairivilrione empiell I segging) oball be uool#A
In
on else ligiffla(black wall surface befoge furring out with a Wagam
thI6,04111 Of not less than 1/4 kndv.ot.
)"Offle AjM.jVrV4Pr;j$hall bit wrapped continuously on Use lnlq,lor and%he
CBS wall,hold In place by Imoving strips or by dk*wy attached Wall blamed,
clemd.�A an all balluse:Of.
INFILTRAVON RAIIIIJERS 3. Clm,d cell jeen, h.II be Installed as a candningue later
All Magadan barylegro and sealants Usen be sultible Infil-Ille enticrislo. All tsbloctv 941 t011s'lltif OF W11114F Vulgate. AN clock*and joints shag W caulked of
ponvarstog thir Infiltration barrist shein is*caullsed.joshtitoll of othtrwlst listed to otherwise stroled.
that border surface.
2"fillratiOn Derriere for Leal Willi CrigglirlIC(ion'
111414611111%buffer$that art Ilia esprit Warders 11 1.,PIr"ItAnCt 4(1 pl.tM of I#$#)
should W invialled In accordance wish C.Sapies it of the 1985 ASHRAI Ilarmill,"A The 101141sing IndIdInS oultriall and systogns WIN jWNgj at Wulsodess,leamal(W
According 10 A511111.1slF, air-conditioned �lufldlngll In humid log wall tonatructicirs,
dianat" when caggling derntossito thoulcl l;gAve sterner octsodits Installed an the
sawils of the Insulation, Continuous Cisave Logo. A continuous stiltne 1W bq CjmD.qd I In place.of$#&led
Mirstion Haffirrs for FrOMC Cortilrueligin with compressible lonin gasket ljp4.
SInjIQ-Double anVef Multiple Tangoed and Getty#Joints. Tonguts ind Veneta;
)*Ines$hill be caull,ed In place at stoW with Compiesilblis famn jasittl ,ple.
The Fallawrinj building materials and ovettont will quality as 1ruUt 11 don barriers
when wftQI4 on the I-111111101 off hs:nt �sll cerutruclictro. Now U.1.11MItiodoo
Unless Is a v%M lostiffor also.me interior'#for barrier shovid be Installed on Use
blimorlor"foci of the won.)
theiritag.?14#dc theedrig prodfirso us citioldertd sit Irillitxtion buffers
sell*"Opritird to a frainte wall underneath an#%factor finish and the following
Padlest roostairem4nts east asset
-L *.ties*oil bq to u.top plot.for
63
it as J40PAWflooffirl o.or it*
bers as"islalso.S..0.1 1.._.rj_1 a..
wessof ft.ort.
Otto as 6twhed ft o.1�.oam It'.ky
farchimicill Isaias-1 one We*to 0-4 to-so'. Im.I...A.'w...It.
header&,A ofdjob".n,,q fu,.%vt job slip.as,
sos"do%st,"diss inter sun linvera r...t.sive,enechakiar
$"it-$4 to dw"nor$of"at 0.jol."s.
IL 1111- frol-all-layonpon
0-domat tooting"and angles ft V%4
*",hO,4w IOWIVI a*4 almost Ins"'Air,4,4 famIc"it'slevint
"MIA"llpf-th wrylic 64MOSIq of-.10,rutec lao-0.1 an.
t Wis"#4 floating argrend Ost 40"as Wsoole. P-.t la."note"n,
1. 'At%oneclowilictill hoomfoug;W 64.4me,tic"It Go listening.
am a*ch-Pml hm�tis so is fistful. All it...short
Oliver OPPI1401 4 reasse 6, m-V also -6 saytic
1, adwel"10#4 b""WL 00tor-f-ell it#, ::,or"ObAll 004 N-1 so,IN,
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address.
--9 12
Date
Heated Square Footage f 2- @ $ ',� �,Cvn-per sq ft = sS3, 8q8
Qiii�Shed @ $ 14.OL-'Per sq f t = $ S', 9 t5 2—
Carportelp-o�rc @ $— per sq f t = $
Deck @ $
_per sq ft = $
Patio $ If,ao per sq f t = $ -ei 6o
TOTAL VALUATION: $ 60 . 464
Cot 260 10" $
Total Valuation 1st $ tyn . 000
t 0 ':±8 + q'-4 $ 4+- 66
Remaiiiing Value $
0�. per thousand
portion thereof
TOTAL BUILDING FEE $ Sol-00
+ 1/2 Filing Fee $ t52-o 0
(1 ) Fireplaces @ $15 . 00 $ /J-.00
BUILDING PERMIT FEE +IVOO
WATER IMPACT FEE kI to,,00
SEWER IMPACT FEE
WATER METER/TAP
CAPITAL IMPROVEMENT 00
SEWER TAP :�-
(13Y.Z-) RADON (HRS) .0050 $ 6-5�12,S-
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $
(iM,2-) SURCHARGE .0050 $ 19
OTHER $
GRAND TOTAL DUE $
ADDITIONAL PERMITS OR FEES: Mechanical Plumbing
Electric/New Electric/Temp_; SwimmingPool
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.
2- BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH (8)
TUB OR SHOWER STALL (6) 1 -2--
WATER CLOSET
WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
IBATHTUB/SROWIER (2) URINAL WALL LIP (4)
SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) t LAUNDRY TRAY (2)
L. AVATORY (1) COMBINATION SINK AND TRAY (3)
WASHING MACHINE (3) POT, SCULLERY SINK (4)
DISHWASHER (2) 2- WASH SINK EACH SET OF
KITCHEN SINK (2) FAUCETS (2)
DENTAL LAVATORY (1)
KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET (3) URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
URI NAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2)
BLOWOUT (2)
LAVATORY, BARBER/BEAUTY ICE MAKER (1/2)
SHOP (2)
SURGEONS SINK (3) LAVATORY, SURGEONS (2)
JACUZZI (2) URINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS @ $20-00 EACH $
JOB INFORMATION ('57
WAIMANCIAIA16PRIMING0 MAW
Botice of C-011111 learemed
4PAXPA"a IN
To whom It MRY concern.'
The undersigned hereby informs you that iinproyaknonts will be made to certain real property. sad In
accordance wlUt *action 713.IS of Use Florida Staiuloa, Use lollowltag hiforanation Is stated-III this NOTICS
Or COMMXt4C6btXHT.
Description of property ----------------- --�-- ------t
---------------------------------------------- ---------------------r--------- ---------------------
----------------------------------------------------------- - -------
(Janacek description ol finproves4ents ------- �rxy-a
------------ -7!��------------ ---------------�A----——-----—-----------
C-------
Owner -------- - -----
4/ Address -----------C- ------aAfn-5-1-�5---- - ------
__z
0 Ownses Interest In site*of Use briproveniesit ----------------------------------------—----------------------
Fee SImP19 Title holder (ig *User Uten owaser) -----------------------------w--------------------—-----------
Name ------ --------------------------------------------------------------------------—--—--------------
Address --------
--------------------—--------
Contractor -----------------
Address ---—-------% ------cixna-
Surely (If any) ------------—-------------------------------------------------
Address ---—------—-------------------------------------w-----------Amotulk of bond ------
Nante sad addireu o(stay person jasking a losts for the construction of dit:
Name ----------------------------------------------------I------------—------—--------------—-
Addre- ---------------------------------------------M----------------------------------
Nanie of P"W" widals dat State of I'lorlds, other than Iiiiiiself, designated by owiter upois whow notica or Wier d.oduinctits
nity be AMWI
Nestle ----—--------------m------------------------------—m--------------—----—---
Address —-----L---------------—------------m-------------------------------
I!
In addition to himselli owner designates the follow1no person to receive a copy of Use Lleuo�s Notics as
provided In Section 711-91 12J Lbj, r1orlds Statutes. ( 11 In at ownsr's aptloa).
IT
Name ------------------------------------------------------------
Address ---------------------------------------- ----- —------
TOUP SPAG9 FOR 1M40OnDKn'$ UOK ONLY
ter
Sworst to And S,11 bad bef
d of
MAMRY L 00
HWwV Puttlic,State of FWIds
My CommIssion Ew Feb.4,1W
CommftWon No.:CC 257492
CITY OF Al-LXNTI(; BEACH, FLORIDA
APPLICATION FOR ELECTRICAL' PERMIT
TO THE CHIFF EI-PUTAICAL INSPFC10n:
IN*01111ANT NOTICE- Y 74,
IN CONSIDERATION OF PERMIT civEN roft DOING THE WORK AS ptsempto IN mt rOLLOWING, Wt
IIFPFRY AGREE TO PERrORM SAID VVORK IN ACCORDANCE WITH THE ATTACHED PLANS AND pECIFICATIONg
Wlil�,Ii AnE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY Ov
Al I AN TIC REACII ORDINANCES,
-ADont":
BETWEEN,Awy/0191��
Wt. (V( ArT. I COMM, I PURLIC ( I INUU4. I I NEW OLD j nEw, I
A00171014 I TnAILFR I I TEMP. I I SIONS I 1 —.80, PT
FIFFIVICF, um 1-1, INCnEAREI FIEPAIn I
wcTon sin Amrs comn ALUM. Vl/
OLTI MWLOX�
;ixisT.scnv,SIZE AMIS rit w �O—LT L nACEW Y
rmnng— "o. SIZE -11401 size.-. --ino. sizt.
CONCEALED QrEN TOTAL
RECErTACLES CONCEALED OPEN TOTAL
fit 100 A Mrl,
INI�AYJV r-SCENT
f LuonE&CENT&M,V,
Arr-IJANCt,f BELL-1`�ANm
Al" 11,P. n.A-flNn
W4DIIIONINO COMP.FAOTon UTHEIl M010119 AMPS CEIL 14ATi XW-HtAt
MR
m0lons Ily, VOLTAGE Pifs No. I r. VoLTAfJt pHs
I I&CELLAU s
.7nAnsr0rIhiEIl$; UND'En 600 V. QVEn OW V.
No. KVA NO. KVA
ii—o-, Nl!"VN�'TAANSF. NO, VA. _IMA. n vzF
EACI I S1014
r-O"WATIVED)
TOtAL
INSPECTION DIYISION
BLIILDINO,;��AND ZONING
CITY OF ATLANTIC BEACH
�,,%,",!IATLA�TIC 69ACH, FLORIDA 39233
CALL-IN NUMBER
L NICAL PERMIT
ATI WFOR MECHA
IMPORTANT Ap*aiiIt to complete all items in sections and IV.
k
Street Add
LOCATION
Inlar$@GfIftq $free
OF.'' ts! And
BULIOIN
III"IDENTIFICATION To be �ompleted by all applicants,
confideN tion_Qf-pormlt given for.401Ag the work as described In the above statoment we hereby agree to perform said work in arcordonce
�-:Ik,wllh the Ll'ettoc -- lons ocificolloni which vo a part hereof and In accordance with the City of J*cksonville ordinances and standords
ctl�d p and,sp
0 goo pro
f d' Ii ad heron.
Namv�of Mechanical Contractors
n Master
klv� "V,
P po wner..:
to rty 0
�Slvqature of Owner Signafure of
Architect or Engineer
:"GENVAL INFORMATIOW
A
T tI.q Nall
P7,1',C,0�0 4�!. IS OTHER CONSTRUCTION BEING 00 C N
THIS BUILDING OR SITE7
Noty
41
C3 Control Utility
IF YES, GIVE N 13 R ONST
_RQCTION
C] Oil
PERMIT
�4
J
13"1.,Othota."— Spqcify:l
IV, WICHAN"-EqUIPMENT TO'19 IN
STALLED NATURE OP WORK
(Pr�vidt'�omploio list of com
O"oph an b4ck of this form) 101--healdentlal or Commercial
HO&J." .0 Spaco_� 0 �Rko$W . cr-*cI#Atrd'l 0 Flow _J2r'New Sulldln'
�. Ajr R
oom 0 Existing quilding
. i 11 Replacoment of existing�ystom
Systems lVioti 1 Thicinou—
Er'Now I'nstallation(No systom proviously Installod)
Extenslon of add-on to existing systorn
ton
0 Other— Specify
Coolli
9 tower; capacity 9.pm.
Fire AkIsrs; Numbor`of hoods
C3 Elova for C3 Mardift C3 'Escal4to (number)
THIS SPACE OOR OFFICE USE ONLY
G4W6 Pum
(number) Remarks
cip Atolners mbor)
pressure vfuol ,:,�
Formilt Approved b Dots
sollors
M."Cith4p ;1__ Sp"Ify. Permit F*-
LIST-ALL EqUIPMENT
A�IQONDMOMiiG AND REFILIGERATIOX EQPLPMENT
C4
umber fpWripu0st ModolNumber turier n2rity A r9ying
7 VS
FURNACESI .AOLLERSi"FIRAPLACES
A
capwu Appmtng
®R
tum (BTU)
Yuuf"
--.777
7
–'V
TOKS
How U"y xombw capic4ty Vne LiquId X=*Of Approving
am jXn%4njd= U=ufactursr No, ncy
DATE:
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY%
�?16ej __'2 6'5-
------ --------
V_------------------------
-------------------------------------------------
--------------------------------------------------
-------------------------------------------------
--------------------------------------------------
Enclosed are the blue copies of the permits.
SINCERELY,
BUILDI G INSPECTION DIVISION
cc:FILE
TRANSMITTAL DOCUMENT FOR JEA
DATE: 41- ';�& -- 9_�--
The following permits have passed "rough" inspection:
Permit No. Address
--Pdxmxa&xbkm; a, fte . Please update
your records accordingly.
BUILDING CLERK
, CITY-OF ATLANTIC BEACH
/vcb
09970
-MENT OF 13UILDMO
C Y-OPA IC BEACH
171 TLANT
I ON INP
T LOCAT 'ORMATION ---------
I OR
N sTREET ,
-26.5 MAJ
Add're
IC, AJACH, PLOR IDA 'S 12 3,31
ATL�"T
T
or�k NZ4 S eo t i on
S's of W, Lot
d6its t r .' TyVe
000D V'RA" Ly
A", nship,*
�:�Tov
N,
visi 11.
CTIO
10 S ub4i o
JLjhq4,*., Cod
.�00
Z'Ot I matod VOL, ue
mprov :#
'Tot:ak 1 6403:
`$47 ,00
Am un
619:51''-
ee, AEAT AND, AIR I N N*W-AZ8TDVNCZ
r
k K L
I Ott. P
AP V'Llr ?*T
44
w ym,
$47 -00
R I MTI:O I fmIT,
Name,: 'ko 1
CT $0 .00
I141PA V'gfr
Ad
'10 LORI tW�A-
31
PET Afw
A
ou
0
--R R.S., VNI
------- RA
ON
T , "t 1
-1 TAL IMPROVE $0 .00
I RS JNC
]BLVD.
lbi`g SAC CROr "S
NNECTION $0,00
JAR
$0 .00
0 'IOAC,
00
171; BC'H
A so
r
D FOGTINGSMUST SE:,*S#f. ORE POURING
A L CONCRETE' CTED 9EF
#0
NqT- L RMS AN
'OFASSUE,,
T�E
PERMIT VOID SIX MONTHS AFT913 DA,
p TF THIS WORK musT,NOT BEPLACED INe PUBLIC SPACE,AND MUST BE
0,0158,RIS.FROM
b'H AU LE 'ITHEF10ONTRACTOR OR OWNER
BUIL ING MA ,RtAL,RUBBISH AN
A I_ bl,AWAY,13Y
CLE A D,UP AN,
SULT IN
THE MECHANIC'S LIEN LAW CAN RE
��-FAILUA It . cohlpt�f
EMENTS
RTY6� GTWICE
' TH PROP 14 fORTH9 13UIILDING IMP140V
C , OCA
-D,PLANSWH cH ARE PART OF THIS PERMIT AND SUSJE T TOREV TION FOR:
ISSUED ACCORD NG TO APPROVE
4&kridw*APPLICABLE.. IONS OFLAW.
$47
000000000 000000000 .00 14
pEll- MENt 0001%
N
,L,A T
0001m
CITY OF
DESCPIPTION
1*14an'te?
I ORIM
Section #J VITANFIC Ili ACIL F
s3 (904124'491H)
04 F.%X(9041 247-AN14
;ubdiviuion:o��
;treet Raffle DESCRIPTION OF WORK
)r- Address:-----------------------
If in a F[656-HAN5D
'icod Z'L�nv-,j..............Oren complot� page 3. nrief <
Description:_,
Claac of Work;
(Now/Remodel/Addition)
011ING INFORMATION
Type of -bc�J
Construction:
o.jing Proposed
.113t,i.t. I EBtimated Value 0
Uael--------------------- ------I-------------
xceptions or Materials:---------- ----------------
ariances Granted%-------------------------
Solid or
Fillod'.
Grounds
OWNER INFORMATION
Method of Heating:
--- ---- - - Phones
Property OWners_ ..... --------------
Mailing
Address
- ------------kc ---- -----—-
I Re
--------- ----- Zip: --------
CONTRACTOR INFORMATION
Contractor:...... ----qP16-6- Phone:
Mailing
Addrepas------------------------------------------------
------------------------------------- -------- Zip:----------------
& Expirat
;T1 -" I
License Humber:--------- Datet--"
I mcittay ccRrzry THAT 2 HAVE READ AND EXAMINED THIS APPLICATION AJID f(HOW THC SAME 70 E'E TFljr
AND CORRECT, ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING TlilS TYPE GF wjqt, .i:
comrLIED WITH. WHETHER SPECIFIED HERRIN OR NOT. THE GRAN U or PERMIT DOL; N111' ITi --i
01 vt AUTHORITY TO VIOLATE OR CANCEL THE PootuvisioNs or Y FEDERAL 5TATE Ok LC17AL T.L'-.-,
REGULATIONS. aRorHAHCrS, OR LA -CLUDIPS T11C GOV tmn (IF' 7—
PE1111FORMANCE or CONSTRUCTZON T UL'R5T "D To HE 15';UANCE UF 7141�; VLRn:T
.;r A" E";
THE CT
:11A OF' AND THAT Too A 5 A140
CONTINOENT UPON THE ABOVE 1 891 0 TRUE NO C
DATA HAVE BEEN OR SHALL BE PROV ED AS vocu-IRL
Owner Signatur D -a
t
Signat
Contractor
CiTY OF
Office of Budiding Official
REQUES'T FOR INSPECTIO
Date -q — 6
R IIISP Pet, �t No. 7
ECTIO
Pe" 't N'
Time
Received
9-1
,job Addrejs
Locality
Owner's
N,-,me —7:D " ,-/ �C_
���I 4� Con�ractor
F7
"31JILDMG XRE�r ELECTRICAL PLUMBING MiECHANICAL
R c u 9 h VV i r,n Rough Air Cond.
Re Rocf!rg Slab
Te mP P c,le� 7- Top Out Heating
lniula�- Lintel Sewer Fire Place
Pre Fab
"I(jn Tues REACY FCF INSPECTION Thurs,
-2 A,M.-,
in,j-ectior Ma&
"'Fmai Inspection
C Cc
_r
erflf;ca!e of Occupancy
Datc
CITY OF
A&MW ad - so SUMNOLS 20"
AnAMC WAM MUM 3U33-SW
RAX(9"291-SM
NOTICZ
TO*
water Department
FROM: Building Departomt
DATE: e-, -,) C', - 1,
Pleawe 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
Bincer*lyl
Building Department
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
&11C&.Az x--- S c
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
ze'42fz�- /4
3x
$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. BLDG
ol
wig
oj
ss
Ckr
CIC,
cop
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
1,4 7- C7 -I-,—
ECT 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- PLUMONG
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday. BLDG
L4
CITY OF V/
4daA,46 zgeaz,4-99&"
Office of Building Official 76 -Al`-x;�
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
PM
Received Q? o o
— .2 6- S-- �)laxl�
Job Address ocality
Owner's
Name Contractor
CONCRETE BIN
7- Footing Rough Wiring eugh
Re Roofing — Slab Temp Pole L-j Top Out — Heating
Insulation Lintel Final Sewer — Fire Place
Pre Fab
READY FOR INSPECTION
(LIon Tues. Wed. Thurs. Friday
A.M.
Inspection Made 4// P.
C'
inspector- Final Inspection
Cerfificate of OccupancV
e r u-4n)
CITY OF
42a& &44C4_114 q 5� 70-
0, -7
Office of Building Official
REQUEST FOR (NSPECTION
Date Permit No.
Time A.M.
Received Pm.
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE PLUMBING ,_MECHANICAL—
_§!:�EqTRICAL,
E Rough Wir I ng ough
Frjrrrfh'g- Footing Air ConcT
Re Roofing Slab' — Temp Pole Top Out Heating
Insulation Lintel [7 Final E Sewer Fire Placc
Pre Fab
READY FOR INSPECTION (A
Tues. Wed. Thurs. Friday
(V A.M.
inspection Made M,
�nspector--- �na!Inspection 7
Certificate of Occupancy
Dat6
"BOG
sla
Cps
,100
Awa�-
0
qs�
wO I aoo�3
��A 1010 awV\-
91'ec
.9\300
SO
1\-0136 �"SsOlo
-46 gO4
ox)�'3 No
0
V-90
4�
40
NOTICE
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
'�z x.,e,- "'f 7– &C- a
z' 7—
$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. BLDG
CITY OF
.4&c.,t&- 12 L z k- L"/
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time
R P
ceived. P
261—
Owner's Job Address j �7 E� cality
,/- vj,7L
Name Contractor 70�1 --/ �c
BUILDING CONCRETE ELECTRICAL M E C H A N I CA L
Framing Footinc Rough Wiring Air Cond. &
Re Roofing Slab Temp Pole �T-po-t�/`,N Heating
lnsulat�on Lintel Final Sewer Fire Place
Pre Fab
READY FOR INSPECTION
ues
.n_--"' T Wed. Friday
Inspection Made — /:0 9 t) �, ) , RM,
Final Inspection
Certificate of Occupancy
Date
U-i-1, OF
Officip ot Building Official
REQUEST FOR INSPECTION
y Permit No.
Date. 9167
A.M,
Timp
Reccived P.M.
112-6--5-
�Addre. ocality
Dd
Owner's
Name Gontr
Go n tr ctor 1��
BUILDING CONCRETE ELECTRICAL PLUMBING flECHANICAL
Framing Foolmg L Rough Wiring Rough Air Cond. &
Re Floating Slat Temp Poie Top Out Heating
Fire Place
insulation Lintel Final sewer
Pre Fab
READY FOR (USPECTION
Mon. Tues Wed 1hurs.
"FRI' rA'M;�'
tnspection Made
Finai inspection L-
;Espectot
Certificate of Occupancy
/iZ4 7 A-6- ate -
Shear wall capacities for common shear wall materials are shown
in TABLE 305N (NOTE: If shear wall is used at a comer, the shear
ent shall be at least 3' in length).
wall segm.
TABLE 305N
SHEAR CAPACMES FOR COMMON SHEARWALL MATERLALS
HateriaL Sheathing NaiL wait pacing Shear Ca city (ptf)
Thickness Size
Edge Inter. Group 11 Group III
Framing Framing
Lumber Lumber
6d 6 in. 12 in. 200 160
6d 4 in. 12 in. 300 240
3/818 6d 3 in. 12 in. 390 320
I 8d 6 in. 12 in. 220 ISO
PLywood 8d 4 in. 12 in. 320 260
(C-D) 8d 3 in. 12 in. 410 330
8d 6 in. 12 in. 260 210
6d 4 in. 12 in. 380 310
15/3211 8d 3 in. 12 in. 490 400
10d 6 in. 12 in. 310 250
10d 4 in. 12 in. 460 370
19/321, 10d 6 in. 12 in. 340 270
10d 4 in. 12 in. 510 410
6d 6 in. 12 in. 200 160
6d 4 in. 12 in. 300 240
3/811 6d 3 in. 1 12 in. 390 320
2 8d 6 in. 12 in. 220 ISO
ParticLeboard 8d 4 in. 12 in. 320 260
(2-K-W and 2-M-F) 8d 3 in. It in. 1 410 330
8d 6 in. 12 in. 260 210
8d 4 in. 12 in. 380 310
1/21, 8d 3 in. 12 in. 490 400
10d 6 in. 12 in. 310 250
10d 4 in. 12 in. 460 370
5/800 10d 6 in. 12 in. 340 270
10d 4 in. 12 in. 510 410
Gypsum WaLLboard 3,5,6 1/211 5d cooLer 4 7 in. 7 in. 100 80
5d cooter 4 4 in. 4 in. 125 100
1993 SBCCl Standard for Hurricane Resistant Residential Construction(D
26
SPF It-Z—Qlt Dt'UX-ERE STUV I
0' 111011 ERTERIUlt VMLLS- (ISE 2 STUJJ.q- 16" U.C.
USE, 2-- 2 it 4 studn coiitinurju-3 on nnch nide of 4' , 5 , G , 7'
ntid 13' opp.nitigri, USE 3- 2 )t 4 qttjd.q catitistuous on ench side
of 9' , 10" 11' and 12 , opelling.q.
9 HIGH ER-19�1(lUll WALILS- USE—?_it 4 STUDS- C-
USE 2- 2 it 4 studs cotitimmus ench side of 4", 5 and 6'
optallitiqI9, USr 3- 2 it 4 st-uds ench igide of 7 U 9' ovid IU'
ovettillys, U5r 4- 2 it 4 studs collLinuous each side of 11' 811d
12' opetliligs.
10' HIM ERTLAIMI VIIILL9�- USE 2 it 4 STUDS 16" O.C.
USE 2 2 it 4 studt cotaltmoun ench side of 41 mid 51 o, ei i gs,
USE 3- 2 3t. 4 studs cont.fimmiq ench nitle of 61 , 71 , slid 01
opetiinqs, USE 4- 2 3t 4 studs rotil-..I.mtous each side of 9' , lU'
and .11' opetiitigs, USE 5- 2 it 4 st-udq catitinuous ench side of
12' opeiiiiigs.
11 IIIQII ERTCHIUR VIALLS- USE 2 it 6 STUDS 16 1' U.Q.
USE 2- 2 it 6 q tuds cot)tinuoun "CICII s ide 0 f 5 6 7 U, atid
9' opelliligs, USE i- 2 it 6 studs contitiuous each side of IW ,
ll' atid 12' opej)itigs.
12' 1111311 ERTERIUR WnLLS- USE 2 x 6
USE 2- 2 it G studs Continuouq nach qlde of 4 5' , V , 7' atid
0' opetiii)gs, USE 3- 7. )t 6 studs continuous each side of 9' ,
IU' , 11' and 12' opelliligs.
1"UTE I
Special corisideratiaiis need to be made for enterior walls over
12' high slid for openitigs more than 17' wide.
-er.
Double top pIntes shall he 117 YP Olt 112. SPI� or betl; Any
exceptiotis must be approved by builditig official.
-see special requirements of enteriar vaulted walls.
pv
--MAP SHOWNG BOUNDARY S[&VEY OF
LOTS 3 AM 4, TOGETHER WITH 1/2 OF THAT PART OF ORCHID STREET LYING EASTERLY
OF AND ADJACENT TO SAID LOTS 3 AND 4 CLOSED BY ORDINANCE NO. 65-88-17, BLOCK
3.03, AS SHOWN ON THE MAP OF ATLANTIC BEACH SECTION "H'- , AS RECORDED IN PLAT
BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CER77FIED <� C�cz
—c-e�-t--j
e7120CJ13 ,
1-4c)r�CE: tS &-J (�S -rz)
-,j�4 2 0 1995
Building and Zoning
Z.
I - 5-ry.
',7
Z:
>
C,
co
lu
X
0 0
c�
R--r'!s 1-7 -—f-t�_ THE Ft OOD ZONE OA TA DENO 7-ED HEREON IS
SHOKN AS A COIJRTESY ONLY ANO DOES NOr
4- CONS T1 rU 7E A CER T10 CA F1 ON OF THE SA ME.
NOT VAUD UNLESS EMBOSSED WTH SEAL OF THE UNDERSIGNED.
THE PROPERTY SHOWN HEREON APPEARS TO I IF W77-1114 FLOOD HAZARD ZONE AS SCALED FROM FLOOD
INSURANCE RA TE MAP 000 1 FOR 4 7-�4IV7-1(:.� 8,-_4CH1 FLORIDA, DATED
TRI—STATE IAND SURVEYORS, 17VC.
8411 BAYMEADOWS WAY SUITE #2, JACKSONVILLE, FLORIDA 322-.56 (904) 7,31-7235
LEGEND
• CONQ MON I HEREBY CER77F-Y THAT THE ABOVE LANDS WERE SURVEYED UNDER my
• IRON COR. RESPONSIBILE SUPERWSION AND DIRECT70N, THAT THERE ARENO
(SCT W7H CAP if LS 4144) ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN
-X-FENCE HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FOR77-1 BY
* IRON COR.(FOUND) THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SEC77ON
*CROSS Cvr 472.027, FLORIDA STATUTES.
9R.L. BUILDWO RESMIC17ON LINE
MT EA$rW&VT LARRYG. EDDY, P.L..S-No. 4144
R/'W NWP-01-WAY
COV CONDWD ARCA SCALE. 0
f CE117DUNE
AIC AIR CONO/nOW0 PAD
N RADIAL DISTWCE DATE. .3-1-95- RECIS TF&(�UR VE TE OF FL ORIDA
CONCAVE
00
w
F B. �qj PG.
ORDER NO. 91,15-(v42
T -ftrate of (OrrupaurV
ertt
Titu of
Atlantic N=4 — Nloriba
i9partment of 'Nuiffing Inspertijan
This Certificate issuedpursuant 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.
Use Classification Siri)iile- Bldg.Permit No.
A vi t 1.c B c-i�-c
Group W-fraMk, Type Construction Fire District—
9080 Goifs.;'.de Drive
Owner of Building Ranc )ostie Address -
Building-�ddress 2,55 �iTreel, Locality l'it-1 ant-L,2 FL '-"2----)3
By: DON, C FORD
�uilding Official Date:
POST IN A CONSPICUOUS PLACE
jlrdzs�
............ ..........................
Office o� Building Offidai
REQUEST F-Ofi INSPECTION
7 Pem!No.
Time A.M,
Rece.�,,&d C, .
F."Vi
Jot Addres�� Lo4ality
Owner's
Narne act.,
CM�actor
CONCRETE ELECTRICAL PLUMBING MECHANICAL
Air Cond. &
'nc, Rough Wiring Rough
Fra ing Footi
Re Roofing S�at Temp Pole Top Out Heating
Insulation Final Sewer Fire Piacc
Pre Fab
READY FOR INSPECTION
/'A.M1,
M o n. Tues Wed, Thurs,
ox-,
Inspection Made
;net Inspection
Mspecto�i
Certificate of Occupancyl>��
e
Dale
Low -
LOT6
AS RECORDED IN PLAT BOOK 167
PAGE 34 OF THE CURRENT PUBLIC
RECORDS OF DUVAL COUNTY , FLORIDA
Ts�
LA
41
4—
CA
—72
cl
,&Ptzr,> o
SITE PLAN
SCALE ' 1 20'
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247--cZ26-FAX: 247-5877
PERMIT1NFORMATION �:��:JLOCATION11SIFORMATION -
Permit Number: 18004 Address: 265 MAIN STREET
Permit Type: FENCE ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision: SECTION H
Est. Value: Parcel Number:
Improv. Cost: 1,000.00 �OWNERJNFORMATION.
Date Issued: 3/31/1999 Name: SPIEGEL, THOMAS AND DARLENE
Total Fees: 10.00 Address: 265 MAIN STREET
Amount Paid: 10.00 ATLANTIC BEACH, FL 32233
Date Paid: 3/31/1999 Phone: (000)000-0000
Work Desc: SIX FOOT PRIVACY FENCE
A
PPLICATIORFEES�:
PROPERTY OWNER PERMIT 10.00
..............
NOT APPLICABLE
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAi, 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 PLANSVVHiCH ARE PART OF THIS PERMiT AND SUBjECT TO REVOCATiON
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
eceipt".
ATLANTIC BEACH BOILDING DEP--1-- oate: 4/96/99
[ASH
RECEIVED
M U
hR 3 1) 1999 ,
APPLICATION FOR FENCE PERMIT
City ot Atlantic Beach
nd Zoning
§Owners Name PLE&),E (2. Phone
JobLAddress. 3UA)J1iX1VP_ &WftarvO 5 U ef-- S.
Lot 3,1 L4 Block and/or Unit # J0_3 Subdivision
mor—
Coatnactor if different from owner
VaLuatian-of fenr-e- Corner or Intan*or. Lot
Type of Construction W QCQb
Show location and height of fence as well as location of street(s).
\J CE,& 5 E-1,J ca
Owner Signature— Date
Contractor Signature —Date
o.
tP \AQ%To
L
AS RECORDED IN PLAT BOOK 1 & 7
PAGE 34 OF THE CURRENT PUBLIC
RECORDS OF DUVAL COUNTY , FLORIDA
yo
PLAMM114r,
C7
co Al
ck
)A, p tz
SITE PLAN -
SCALE : 1" 20'
CITY OF
800 MvMFOLZ ROAD
ATLANMC BEACI-L FLORMA 32233-&1,45
TELEPHONE(9041)247-5800
R4uK(904)247-5805
SUNCOM 852-5800
CHAPTER 4ag, FLORIDA STATUTES. PART I 'CONSTRUCTION CONTRACTING' REQUIRES OW"CRIBUILoept To
ACKNOW11 EDGE THE L-Aw:
DISCLOSURE STATEMENT FOR SECTION 4459. 1 03(7). FLORIDA STATUTES:
STATE LAW ReauiRes rzomsTRuc-nom To BE Dome By ucjDtsED CONTRAcMRS. YOU HAVE APPLIED FOR A PERMIT
UNDER Am CcEmPn0H To THAT LAW. THE exEMPTiom ALLOWS yau, As THE OWNER Op,YOUR p pe ACT AS
RO RTY, To YOUR
OWN CONTRACTOR evem THOUGH You co mar HAve A LiceNse. You musT supeRvIse THE ComsTRuc-notf YOURSELF.
YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A I-ARM OUTBUILDING. YOU MAY ALSO ESUILD OR
IMPROVE A 00MMERCIAL BuILDING AT A COST OF $25,000.00 OR 1—. THE guiLgima MusT Be FOR YOUR USE AJ40
OCCUPANCY. IT MAY NOT Be BUILT FOR SALE OR LEASE. If YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSIELd,
WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMpL- WI M THA
r-7-E, THE LAW LL pRESU E T YOU BUILT IT FOR SALE OR
LEASE, WHICH IS IN �AOLATION OFTHIS O(EMPTION. YOU MAY NOT HIRE AN UNLICENSED PtRSON AS YOUR CONTRACTOR.
YOUR CONSTRUCTION MUST BE DOME ACCORDING TO THE BUILDING CODES AND ZOt4jmG RE(3ULA-nCm5. IT is YOUR
RESPONSIBILITY TO MAKE SURZ THAT PEOPLE EMPLOYED By YOU HA-Vt LICENSES REQUIRED BY STATIC LAW AND BY
COUNTY OR MUNICIPAL UCEN-91140 ORDINANCES.
ORDINANCES ALSO At I QW AN OWNER TO ImPROvC THEIR OWN PRQP4-,RTr wmeN rr is raR PeRSONAL OR irAMILY
USE. AND UXEMSE REOUIRM ALL WORK (EXCEPT MAJ141TEENAMCC UNDER ll Z,OCCI) BE UNDER A BUILDING PERMIT Aso PAss
ALL NORMAL INSPMCnONS. THE ORDINANCE TrATES OWNERS MAY F+rrSICIALLY 00 WORK THEMSELVES; OR MAY MIR
UNUCCNSED WORff-ERS PROVIDIC0 SUCH WORKERS Be UNDER -DIRECT SUPERVISION 01-THE OWNER. WP40 MUST Be ON
T14C JOB Ar ALL 77MF-S WHILE WORK IS IN PROGRESS BY UNLICeNSEXI TRADES PEOPLE.' TI-45 DOES NOT ALLOW Use OF
UNLICENSED CONTRACTORS.
SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE. THE BUILDING DEPART14104Y SUGGES"
WORKER'S COMPENSATION INSURA14CE Be PURCHASED UNDER THE HOMIMCVMMRS INSURANCE POLICY CLZ-QqLY PROTECTS
THE OWNER- OWNERS HIRING V�CRKESS BECOME EMPLOYERS AMC SHOULD ALSO OBSERVIM IRS WITHHOLDING TAX AND/CIR
FORM 1099 R=UIRF-MENTS ON rr'tF- WORKERS THEY E30PLOY Ott THEIR IMPROVEMENT TRADES.
UmucEwsea cowil-RAcToRs CANNOT BE gmPLoyra UNDER ANY CIRCUMSTANCES. OWNERS eEjNG suajEar
10 $5,CCO PENALTY umo" FLORIDA-STATuTc No, 455-228(1). AN 'OCCU TION^L LjrrNsm" is NOT ADEQUATE.
THE awmeR stiouLD F-HysICALLy Sex THE COUNTY �CaFmrnr.ATZ OF CDMp%TMNCy1 OR THE FLORIDA "CowrRAcTaRs
CzRrFicATz" To AscrirrAlim IF A PEatsom IS A Licemszo CONTRACTOR. TImi-ap"amr-THE BUILDING ocilawrmeNT (247-
58?-15) ter IN oougirr.
HF-R9MY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STAMMENT AND I mpLy wrrm A"
THE RZOUIRENIFNTS froR THE issuAmicz Or Am Owimr-R-Bui=ER PERMIT.
PROPERTY OWNERMUILtfF-R
z6L� q3,;- 7
ADDRESS TELEPHONE
SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF %—JVr-lc �2
NOTARY)PUBLI�) A-Py"It-N GEORGIA A.HORN
MY cot-IMISZION MYCOMMI
NarE. PHRASES UNDERLINED ABOVE EXPIRES: SSION If DO 030526
t; PIRES:June 3,2005
ARE EMPHASILZED B'y THE BUILMJ14G Bonded Thru Notary Public underwriters
DEPART74amiT. i —11
All -TN
CITY OF AT,'-,','NTIC BEACH
DEPARTMENT OF BUILDING
8001 SUMNUE ROAD-ATLANTIC BEACH,FL 32233-11 EL 2477-5526-FAX: 247-58717
A-TIO' N -
p
Address: 265 NAIA111,11 STR'L'--E'l
Permit Type: FENCE ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FAMILY Lotfs): Block: Section:
Square Feet: Subdivision: SECTION H
Est. Value: Parcel Number:
Improv. Cost: 260.00 ATION
SPfE-GEL,TH6MA8 AND DARLENE
Date Issued: 6/21/2001 ame:
Total Fees: 10.00 Address: 265 MAIN STREET
Amount Paid: 10-00 ATLANTIC BEACH, FL 32233
Date Paid: 6/21/2001 )000-0000
Phone: (000
-Work EJesc:—V-00RNE�R--Ft:-:WCE�'
APPLICATION' FEES,---.-
PROFF"ERT I' OWNER PERMIT 10.00
S
NOTICE- INSPECTIONS 100ST SE REQUESTED AT LEAST 24 HOURS PRICA TO INSPECTION
BUILDING MATERIAL, RUBBISHAb DEBRIS FRO M* THIS WORK I MUST NOT BE PL.,AC-F0 I!,.I rl-MLIC SPAnE, AND
U P R
MUST SPE CLEAR-ED AND HAULF-0 A-WAY BY EITHER CONTRACTOR OR OWMIE
i-N LA- AN IN THE
S14
V
PROPERT 010-tNErt PAYING TVV FbR-aW4Djk' 45-1MPfz6VEMENTS"1
�, o
q'—
Dite: 6/22/01 81 Receipt. 06790
L�,j�4 rH ME U ILI D I N G DEP-1. CASH
CITY OF ATLANTIC BEACH
APPLICATION FOR FENCE PERMIT
Phone
Owners— le7,- - -
Address- 1-74 S'
Lot
1 1 BlockaneYe"6W# Subdivision
Contractor if Different From Owner
Valuation of Fence $ 00 Comer or Interior Lot 0-0 12- frL
pue - /v 9--rW"A T-7 0 J
Type of Construction
Attach Survey Showing location and height of fence as well as location of street(s).
ZONING Of flot
Owners Signa ture
Contractors Signature
LAYr UKAUSAG NOTES.
5 10,
1) Elevations shown on right-of-way at front lot corners are based on
proposed grades taken from Atlantic Beach Section "H" Plans.
Finished floor elevations and lot corner grades are minimum
elevations. For areas with higher natural grades elevation* say
/Lf.Zi
be higher.
, 3) Minim= slopes along lot lines shall be O.M. Preferred slope is
4) Alternate lot cqWr grades for lots draining to equalizer pipes
are shown thus
5) Fxisting spot elevations are shown thus
-VIM
A 100,
Lu-
LOT CRADING NOTES:
1) Elevations shown on right-of-way at front lot corners are based on
ATLAKI� Ie- bE.:- 4614 -- 6Ee-.T ( r? KJ
LOT6 5 + -4 - ffDL-c2e-v- kP.'F:;o
AS RECORDED IN PLAT BOOK tS ,
PAGE 34 OF THE CURRENT PUBLIC
RECORDS ' OF DUVAL COUNTY , FLORIDA
(40
FI&T P
I
\j
/A p tz r,>
'TDF E 8 16 199,;,
SITE PLAN Building and Zoning
SCALE 1" 20'
RL
140M
t=Avlon IN
Al
Addre"s".
-Olt
it- nmbi- I N
14 ;A
T
-tr. ype v Lot '144 0,14 �3
Ae
0 VIVO# H�-
subd V�,
n '
vik
mate
0,00
I ov cid'st"
-82
To
fto
046* 4 44410,
�XSXOIVAK4, W rk AN X ux"'We" li�,WX A� Vf.,
APPL I CA I OW lvft
014
1-471.00
PLTPA
-V
79
0
pe%�=
"'D it
RADON
mm. . .
DOMID 3225f ,
L
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Wz'M—� JOS4ANDbEskia�F m 'IN PU A, PMUSt
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s
ec
_kyll RESULT
"70 THE :V` btk LA, tW:-
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4COADJOG TO APPROlvi,ED J��Aus'WHIOH ARE PART:OFT RMIT D BJEOTTO
AN SUI
APPL JAW. ,
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4
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
AND
INSTRUCTIONS
1995
Building and Zoning
PAPERWORK BURDEN DISCLOSURE NOTICE
GENERAL-This information is provided pursuant to Public Law 96-511,(The Paperwork Reduction
Act of 1980,as amended),dated December 11, 1980,to allow the public to participate more fully and
meaningfully in the Federal paperwork review process.
AUTHORITY-Public Law 96-511,amended; 44 U,S.C. 3507; and 5 CFR 1320
DISCLOSURE OF BURDEN-Public reporting burden for the collection of information entitled
"Post-Construction Elevation Certificate/Floodproofing Certificate"(FEMA Form 81-31 and 81-65)is
estimated to average 12 minutes per response,including the time for reviewing instructions,
searching existing data sources,gathering and maintaining the data needed,and completing and
reviewing the forms. Send comments regarding the burden estimate or any aspect of the collection,
including suggestions for reducing the burden,to: Information Collections Management,Federal
Emergency Management Agency,500 C Street,S.W. 20472; and to the Office of Management and
Budget,Paperwork Reduction Project(3067-0077),Washington, D.C. 20503.
O.M.B.NO. 3067-0077
ELEVATION CERTIFICATE Expires Mcry 31,1996
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to
provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances,to
determine the proper insurance premium rate,and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR).
Instructions for completing this form can be found on the following pages.
SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE
BUILDING OWNER'S NAME, 24'e 167/-/c POLICY NUMBER
7W01'-7A9J' C f, )�,
STREET ADDRESS(including Apt.,Unit,Suite and/or Bldg.Number)OR P.O.ROUTE AND BOX NUMBER COMPANY NAIC NUMBER
2 1
OTHER DESCRIPTION(Lot and Block Numbers,etc.)
/_07*J- 3 f�'4
CITY STATE ZIP CODE
,4 726 13 efel-I -*-z A2
SECTION B FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
Provide the following from the proper FIRM (See Instructions):
1.COMMUNITY NUMBER 2.PANEL NUMBER 3.SUFFIX 4.DATE OF FIRM INDEX 5.FIRM ZONE 1 6.BASE FLOOD ELEVATION
12 007A5 000 / -D 1 4- 0- b-) X (in AO Zones,use depth)
7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations(BFE): ��9GVD'29 El Other(describe on back)
8. For Zones A or V,where no BFE is provided on the FIRM,and the community has established a BFE for this building site, indicate
the community's BFE:L-L-L-Li-�.LJ feet NGVD (or other FIRM datum-see Section B, Item 7).
SECTION C BUILDING ELEVATION INFORMATION
1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best
describes the subject building's reference level_J_ .
2(a). FIRM Zones Al-A30,AE,AH, and A(with BFE). The top of the reference level floor from the selected diagram is at an elevation
of L-L-LIAJ.L feet NGVD (or other FIRM datum-see Section B, Item 7).
(b). FIRM Zones V1-V30,VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from
the selected diagram, is at an elevation of I I I I I L�feet NGVD(or other FIRM datum-see Section B, Item 7).
(c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is LL.LJ feet above or
below El (check one) the highest grade adjacent to the building.
(d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LLI L feet above El or below (check
one)the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor(reference
level)elevated in accordance with the community's floodplain management ordinance? F7 Yes El No E:1 Unknown
3. Indicate the elevation datum system used in determining the above reference level elevations:0 NGVD'29 El Other(describe
under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on
the FIRM [see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion
equation under Comments on Page 2.)
4. Elevation reference mark used appears on FIRM: El Yes ?"No (See Instructions on Page 4)
5.The reference level elevation is based on: [L�'_actual construction 1-1 construction drawings
(NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which
case this certificate will only be valid for the building during the course of construction. A post-construction Elevation Certificate
will be required once construction is complete.)
6. The elevation of the lowest grade immediately adjacent to the building is:L-L-L-L".J.feet NGVD (or other FIRM datum-see
Section B, Item 7).
SECTION D COMMUNITY INFORMATION
I. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1
is not the"lowest floor"as defined in the community's floodplain management ordinance,the elevation of the building's"lowest
floor"as defined by the ordinance is: L_1_L_L_L_J.L_J feet NGVD (or other FIRM datum-see Section B, Item 7).
2. Date of the start of construction or substantial improvement
FEMA Form 81-31,MAY 93 REPLACES ALL PREVIOUS ED17IONS SEE REVERSE SIDE FOR CONTINUATION
SECTION E CERTIFICATION
This certification is to be signed by a land surveyor,engineer,or architect who is authorized by state or local law to certify elevation
information when the elevation information for Zones Al-A30,AE,AH,A(with BFE),V1-V30,VE, and V(with BFE)is required.
Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the
certification. In the case of Zones AO and A(without a FEMA or community issued BFE),a building official, a property owner,or an
owner's representative may also sign the certification.
Reference level diagrams 6,7 and 8- Distinguishing Features-If the certifier is unable to certify to breakaway/non-breakaway wall,
enclosure size, location of servicing equipment,area use,wall openings, or unfinished area Feature(s),then list the Feature(s) not
included in the certification under Comments below. The diagram number,Section C, Item 1, must still be entered.
I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME LICENSE NUMBER(or Affix Seal)
P. L, S.
/2
TITLE COMPANY NAME
ADDRESS CITY STATE ZIP
c4040k:�OAJ411 4445- AZA, ---Z
SIGNkTtT" ME DATE C_ PHONE
17- 731
C6
pies
a me&of 1:6�ertiflcate for:1)community official,2)insurance agent/company,and 3)building owner.
COMMENTS:
-ele
ON WITH ON PILES,
LAB BASEMENT PIERS,OR COLUMNS
A V A A V
ZONES ZONES t�Z�ONES ZONES Z S
REFERENCE
LEVEL REFERENCE
REFERENCE BASE EVEL
LEVEL FLOOD
ELEVATION
BASE
FLOOD
BASE ADJACENT [REFERENCE ELEVATION
FLOO I
D -GRADE _L�V�EL
ELEVATION ADJACENT
GRADE
.;�ADJACEN
GRADE
The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones.
Elevations for all A Zones should be measured at the top of the reference level floor.
Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member.
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THE NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
PURPOSE OF THE ELEVATION CERTIFICATE
The Elevation Certificate is an important administrative tool of the National Flood Insurance Program (NFIP).
As part of the agreement for making flood insurance available in a community,the NFIP requires the community to adopt a floodplain
management ordinance containing certain minimum requirements intended to reduce future flood losses. One such requirement is that
the community"obtain the elevation of the lowest floor(including basement)of all new and substantially improved structures,and maintain
a record of all such information." The Elevation Certificate is one way for a community to comply with this requirement.
The Elevation Certificate is also required to properly rate post-FIRM structures,which are buildings constructed after publication of the
Flood Insurance Rate Map(FIRM),for flood insurance in FIRM Zones AI-A30,AE,AO,AH,A(with Base Flood Elevations[BFE's)),
V1430,VE,and V(with BFE's). In addition,the Elevation Certificate is also needed for pre-FIRM structures being rated under post-FIRM
flood insurance rules.
Use of this certificate does not in any way alter the flood insurance purchase requirement. The Elevation Certificate is only used to provide
information necessary to ensure compliance with applicable community floodplain management ordinances,to determine the proper flood
insurance premium rate,and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR).Only a LOMA or
LOMR from the Federal Emergency Management Agency(FEMA)can amend the FIRM and remove the Federal requirement for a
lending institution to require the purchase of flood insurance. Note that the lending institution may still require flood insurance.
This certificate is only used to certify the elevation of the reference level of a building. If a non-residential building is being floodproofed,
then a Floodproofing Certificate must be completed in addition to certifying the building's elevation. Floodproofing of a residential building
does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been
issued an exception by FEMA to allow floodproofed residential basements.
INSTRUCTIONS FOR COMPLETING THE ELEVATION CERTIFICATE
The Elevation Certificate is to be completed by a land surveyor,engineer,or architect who is authorized by state or local law to certify
elevation information when the elevation information for Zones Al-A30,AE,AH,A(with BFE's),V1-V30,VE,and V(with BFE's)is
required. Community officials who are authorized by local law or ordinance to provide floodplain management information may also
complete this form. For Zones AO and A(without BFE's),a building official,a property owner,or an owner's representative may also
provide the information on this certification.
SECTION A Property Information
The Elevation Certificate identifies the building,its owner and its location. Provide the building owner's name(s),the building's complete
street address,and lot and block number. If the property address is a rural route or PO box number, provide a legal description or an
abbreviated location description based on distance from a reference point.
SECTION B Flood Insurance Rate Map Information
In order to properly complete the Elevation Certificate, it is necessary to locate the building on the appropriate FIRM,and record the
appropriate information. To obtain a FIRM,contact the community or call 1-800-333-1363.
The Elevation Certificate may be completed based on either the FIRM in eff ect at the time of the certification or the FIRM in effect when
construction of the building was started,
Items 1 -6.Using the FIRM Index and the appropriate FIRM panel for the community,record the community number,panel(or page)
number,suffix,and Index date. From the appropriate FIRM panel,locate the property and record the zone and the BFE(or flood depth
number)at the building site. BFE's are shown on a FIRM for Zones Al-A30,AE,AH, V1-V30,and VE;flood depth numbers are shown
for Zone AO.
Item 7. Record the vertical datum system to which the elevations on the applicable FIRM are referenced. The datum is specified in the
upper right corner of the title block of the FIRM.
Item 8.In A or V Zones where BFE's are not provided on the FIRM,the community may have established BFE's based on data from other
sources. For subdivisions and other development greater than 50 lots or 5 acres,establishment of BFE's is required by community
floodplain management ordinance. When this is the case,complete this item.
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SECTION C Building Elevation information
Item 1.The Elevation Certificate uses a building's reference level as the point for measuring its elevation. Pages 5 and 6 of this Elevation
Certificate package contain a series of eight diagrams of various building types that are to be used to help determine the reference level.
Choose the diagram that best represents this building,record the diagram number,and use the indicated reference level to measure the
elevation as requested in Items 2a-d.
Item 2. Depending on the property location's FIRM Zone,complete Item 2a,2b,2c,or 2d. Use the reference level shown in the
appropriate building diagram as the point of measurement. As shown in the diagram on the back of the Certificate,for all A Zones,the
elevation should be measured at the top of the reference level floor. For all V Zones,the elevation should be measured at the bottom of
the lowest horizontal structural member of the reference level floor. Reporting of elevations in Items 2a and 2b should be to the nearest
tenth of a foot,or alternatively, unless prohibited by state or local ordinance,the reference level elevation may be"rounded down"to the
nearest whole foot("rounding up"is prohibited).
Item 2(a). For structures located in FIRM Zones Al-A30,AE,AH,and A(with BFE's), record the elevation (to the nearest tenth of a foot)
of the top of the floor identified as the reference level in the applicable diagram.
Item 2(b).For structures located in FIRM Zones VI-V30,VE,and V(with BFE's),record the elevation(to the nearest tenth of a foot)of the
bottom of the lowest horizontal structural member of the floor identified as the reference level in the applicable diagram.
Item 2(c).For structures located in FIRM Zone A(without BFE's), record the height(to the nearest tenth of a foot)of the top of the floor
indicated as the reference level(from the applicable diagram)above or below the highest adjacent grade immediately next to the building.
Item 2(d). For structures located in FIRM Zone AO,the FIRM will show the base flood depth. For locations in FIRM Zone AO record the
height(to the nearest tenth of a foot)of the top of the floor identified as the reference level(from the applicable diagram)above or below
the highest adjacent grade immediately next to the building. For post-FIRM buildings,the community's floodplain management ordinance
requires that this value equal or exceed the base flood depth provided on the FIRM. For those few communities where this base flood
depth is not available,the community will need to determine if the lowest floor is elevated in accordance with their floodplain management
ordinance.
Item 3. Record the vertical datum system used in identifying the reference level elevations for all buildings. If the datum used in measuring
the elevations is different than that used on the FIRM,then convert the elevations in Items 2a-d to the datum used on the FIRM,and show
the conversion equation under the Comments section on Page 2.
Item 4. Indicate if the elevation reference mark used appears on the FIRM. Reference marks other than those shown on the FIRM may be
used for elevation determinations. In areas experiencing ground subsidence,the most recently adjusted reference mark elevations must
be used for reference level elevation determinations.
Item 5. Indicate if the reference level used in making the elevation measurement is based on actual construction or construction drawings.
Construction drawings should only be used if the building does not yet have the reference level floor�n place,in which case the Elevation
Certificate will only be valid for the building during the course of construction. A post-construction Elevation Certificate will be needed once
construction is complete.
Item 6.Record the elevation measurement of the lowest grade adjacent to the building(to the nearest tenth of a foot). Adjacent grade is
defined as the elevation of the ground,sidewalk,patio,deck support,or basement entryway immediately next to the structure. This
measurement should be to the nearest tenth of a foot if this Certificate is being used to support a request for a LOMA/LOMR-
SECTION D Community Information
Completion of this section may be required by the community in order to meet the minimum floodplain management requirements of the
NFIR Otherwise,completion of this section is not required.
Item 1.The community's floodplain management ordinance requires elevation of the building's"lowest floor"above the BFE- For the vast
majority of building types,the reference level and the lowest floor will be the same. If the community determines that there is a
discrepancy, record the elevation of the lowest floor.
Item 2. Enter date. These terms are defined by local ordinance.
SECTION E Certification
Complete as indicated. The Elevation Certificate may only be signed by a land surveyor, engineer,or architect who is authorized by state
or local law to certify elevation information when the elevation information for Zones Al-A30,AE,AH,A(with BFE's),V1-V30,VE,and V
(with BFE's)is required. Community officials who are authorized by local law or ordinance to provide floodplain management information
may also sign this certification. In the case of Zones AO and A(without BFE's),a building official,a property owner,or an owner's
representative may sign this certification.
Certification is normally to the information provided in Sections B and C. If the certifier is unable to certify to the selection of reference level
diagram 6, 7 or 8(Section C, Item 1),e.g.,because of difficulty in obtaining construction or building use information needed to determine
the Distinguishing Feature(s),the certifier must list the Feature(s)excluded from the certification under Comments on Page 2. The
diagram number used for the Reference level must still be entered in Section C, Item 1
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INSTRUCTIONS
The following 8 diagrams contain descriptions of various types of buildings. Compare the features of your building with those shown in
the diagrams and select the diagram most applicable. Indicate the diagram number on the Elevation Certificate(Section C, Item 1)and
complete the Certificate.The reference level floor is that level of the building used for underwriting purposes.
NOTE:In all A Zones,the reference level is the top of the lowest floor;in V Zones the reference level is the bottom of the lowest horizontal
structural member(see diagram on page 2). Agents should refer to the Flood Insurance Manual for Instruction on lowest floor definition.
DIAGRAM NUMBER 1 DIAGRAM NUMBER 2
ALL SINGLE AND MULTIPLE FLOOR BUILDINGS(OTHER ALL SINGLE AND MULTIPLE FLOOR BUILDINGS(OTHER THAN
THAN SPLIT LEVEL),INCLUDING MANUFACTURED(MOBILE) SPLIT LEVEL),INCLUDING MANUFACTURED(MOBILE)
HOUSING AND HIGH RISE BUILDINGS,EITHER DETACHED OR HOUSING AND HIGH RISE BUILDINGS,EITHER DETACHED OR
ROW TYPE(E.G.,TOWNHOUSE,ETC.);WITH OR WITHOUT ROW TYPE(E.G.,TOWNHOUSES,ETC.);WITH OR WITHOUT
ATTACHED GARAGE. ATTACHED GARAGE.
Distinguishing Feature-The first floor is not below ground level(grade)on Distinguishing Feature-The first floor or basement(including an
all sides*.This includes"walkout"basements,where at least one side is at or underground garage*)is below ground level(grade)on all sides*.
above grade.(Not illustrated)
HIGHER FLOORS
(IF ANY)
HIGHER FLOORS
(IF ANY)
GRADE
FIRST FLOOR GRADE FIRST FLOOR
BASEIVENT�(INCLUDIN
UNDERGROUND GARAGE)
__j
REFERENCE REFERENCE
LEVEL LEVEL
(TOP OF FLOOR) (TOP OF*BASEMENT FLOOR
DIAGRAM NUMBER 3 DIAGRAM NUMBER 4
ALL SPLIT LEVEL BUILDINGS,EITHER DETACHED OR ROW ALL SPLIT LEVEL BUILDINGS,EITHER DETACHED OR ROW
TYPE(E.G.,TOWNHOUSES,ETC.);WITH OR WITHOUT TYPE(E.G.,TOWNHOUSES,ETC.);WITH OR WITHOUT
ATTACHED GARAGE. ATTACHED GARAGE.
Distinguishing Feature-The lower level is not below ground level(grade)on Distinguishing Feature-The lower level(or intermediate level)is below
all sides*.This includes"walkout"basements,where at least one side is at or ground level(grade)on all sides*.
above grade.
HIGHER FLOORS HIGHER FLOORS HIGHER FLOORS HIGHER FLOORS
(IF ANY) (IF ANY) (IFANY) (IFANY)
UPPER LEVEL GRADE UPPER LEVEL URAL&
GRADE INTERMEDIATE GRADE INTERMEDIATE
LEVEL LEVEL
4LOWER LEVEL LOWER LEVEL
REFERENCE
LEVEL REFERENCE I
(TOP OF FLOOR) LEVEL
(TOP OF BASEMENT FLOOR');
Under the National Flood Insurance Program's risk classification and insurance coverage,a floor that is below ground level
(grade)on all sides is considered a basement even though the floor is used for living purposes,or as an office,garage,
workshop,etc.
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Note:In all A Zones,the reference level is the top of the lowest floor;In V Zones the reference level is the bottom of the lowest
horizontal structural member(see diagram on page 2). Agents should refer to the Flood Insurance Manual for instruction on lowest
floor definition.
DIAGRAM NUMBER 5 DIAGRAM NUMBER 6
ALL BUILDINGS,INCLUDING MANUFACTURED(MOBILE) ALL BUILDINGS,INCLUDING MANUFACTURED(MOBILE)
HOMES ELEVATED ON PIERS,POSTS,COLUMNS,SHEAR HOMES ELEVATED ON PIERS,POSTS,COLUMNS,SHEAR
WALLS,WITH OR WITHOUT PARKING AREA BELOW WALLS,WITH OR WITHOUT PARKING AREA BELOW
ELEVATED FLOOR. ELEVATED FLOOR.
Distinguishing Feature-For all zones,the area below the elevated floor Distinguishing Feature-For V Zones only,the area below the elevated
is open,with no obstruction to the flow of flood waters(open wood lattice floor is enclosed,either partiaHy or fully,by solid breakaway walls.**When
work or readily removable insect screening is permissible). enclosed area is greater than 300 square feet or contains equipment
servicing the building,use Diagram Number 7;this will result in a higher
insurance rate.The enclosed area can be used for parking,building access
or limited storage.
HIGHER FLOORS HIGHER FLOORS
(IF ANY) (IF ANY)
ELEVATED ELEVATED
REFERENCE FIRST FLOOR REFERENCE FIRST FLOOR
LEVEL LEVEL
ENCLOSEDAREA
DIAGRAM NUMBER 7 DIAGRAM NUMBER 8
ALL BUILDINGS,INCLUDING MANUFACTURED(MOBILE)
HOMES ELEVATED ON PIERS,POSTS,COLUMNS,SHEAR ALL BUILDINGS CONSTRUCTED ABOVE AN UNFINISHED
WALLS,SOLID NON-BREAKAWAY WALLS,WITH OR SPACE,INCLUDING CRAWL SPACE.
WITHOUT PARKING AREA BELOW ELEVATED FLOOR.
Distinguishing Feature-For all zones,the area below the elevated floor is Distinguishing Feature-For A Zones only,the area below the first floor is
enclosed,either partially or fully,by solid non-breakaway walls,gi contains enclosed by solid or partial perimeter walls,is unfinished,and contains no
equipment servicing the building.For V Zones only,the area is enclosed, equipment servicing the structure.The area can be used for parking,
either partially or fully,by solid breakaway walls**having an enclosed area building access,or limited storage.
greater than 300 square feet. For A Zones only,with an area enclosed by
solid walls having proper openings,***and used only for parking,building
access,or limited storage,use Diagram Number 8 to determine the
reference level.
HIGHER FLOORS
HIGHER FLOORS (IF ANY)
(IFANY)
GRADE
F FIRST FLOOR
IFIST FLOOR
ELEVATED ENCLOSED AREA REFERENCE
FIRST FLOOR LEVEL
REFE7RENC7E CRAWL SPACE
LEVEL Openings
I�RA D E
Under the National Flood Insurance Program's risk classification and insurance coverage,a floor that is below ground level(grade)on
all sides is considered a basement even though the floor is used for living purposes,or as an office,garage, workshop,etc.
Solid breakaway walls are walls that are not an integral part of the structural support of a building and are intended through their design
and construction to collapse under specific lateral loading forces,without causing damage to the elevated portion of the building or
supporting foundation.An area so enclosed is not secure against forceable entry.
If the area below the lowest floor is fully enclosed, then a minimum of two openings are required with a total net area of at least one
square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade.Alternatively,
certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic
flood forces on exterior walls. If neither of these criteria are met,then the reference level is the lowest grade adjacent to the structure.
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593-1179(5/93)