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MASONRY
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1) CONCRE7E MASONRY UNITS SHALL BE ASTPA C90-75, HOLLOW LOAD-BEIRING CONCRETE
MASONRY UNITS. TYPE 1. GRADE N-1. NORMAL WEIGHT. WITH A MIN. COMPRES-SiVE STRENGTH LL
OF 2000 PSI ( I ' m - 1500 PSI ).
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S.
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-rrpE WITH D RAM--
6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, VLAX. 16 in. O.C.,
CHECKED
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WOOD FRAMIk
1) ALL WOOD FRAMING SHALL BE SOUTiiERN YELLOW PINE, #2 GRADE, FABRICATED AND INSTALLED
PER AITC AND IN AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
2) ALL STRUCTURAL WOOD MEMBERS SHALL MVE THE FOLLOWINC MIN. DESIGN VALUES:
SAWN LUMBER LAM. VENEER LUMBER
Fb 1200 PSI
F b = 2,500 PSI
90 PSI TV = 285 PSI
Fcl - 565 PSI Fcl = 880 PSI
Fc = 1,450 PSI Fc = 2.900 PSI
E = 1,600.000 PSI E = 2,000,000 PSI U.)
3) ROOF & WALL SHEATIJING SI,IALL BE 7/16- ORIENTAL STRAND BOARDS (CSB) OR BETTER,
w SPAN RATED AS SlIOWN ON TIIE DRAWINGS.
4) ALL WOOD MEMBERS EXPOSED 10 WEATfiER OR IN CONTACTED WITH MASONRY, CONCRETE
OR SOIL SHALL BE PRESSURE-TREATED.
5) CONTRACTOR SRALL PROVIDE ALL FASTENING 6E\10ES NECESSARY AND SUITED FOR FACJI
APPL)CATION. FASTENING SU13JECT 1`0 MOIS31URE S�IALLJIE. IIOT-OIPPEO C.%VA�IIZED To Asrm
A-133-80.
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6) ALL METAL CONNECfION5 mD FA-SR:eATIONS 'SIIAtl COMPLY WITil ALS.C, SPEC IF ICATIONS,
FASTENING SUOJECf 10 MOISTURE SHALL BE I`IOT-DIPPED GALVANIZrD TO ASIM A-w-80.
7) SOLID BLOCK ALL JOISr AND IWrERS AT POINT OF SUPPORT.
8) GRADE OF LUMBER TO BE USED FOR J�IE FABRICATION OF STUD "I�LLS MAY DE SPF #2
INSTEAD OF SYP #2.
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OF SHEETS
LOUIS J. GABRIEL, P.E.
9610 BROKEN OAK BLVD.
JACKSONVILLE FLORIDA 32257
8/12 /1999
Re:-Wind Loading Requirements For Lot H6 Blk 79 W. Third St. , Atlantic Beach, W.
TO WHOM IT MAY CONCERN:-
The architectural plans of the subject residence have been reviewed by myself for compliance
with section 1606 of the 1997-SBC for wind speeds of 100 mph and conclude(] that the
residence structure will satisfy the wind loading requirements of section 1606 of the 1997-SBC
as long as sheet #5 thru #7 of the architectural drawings are satisfied.
It shall be noted that the following criteria were assumed throughout the review and analysis:-
a)that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type,
b) that the shear walls segments will interact in unison due to their attachment to the above
mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the
footings through the use of metal strapping ;thus, the uplift resistance of the designated shear
walls sheathing will be neglected,d) that the shear wall segments will distribute the designated
shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil
condition report; thus, all footings are designed as shallow footings bearing on soil that
possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing
conditions through soil removal or soil report then I shall be notified and possible footing
Oesign revisions may have to be implemented prior to commencing with footings construction,
f) that the ceiling sheathing will provide adequate lateral resistance anti will relieve the ceiling
joists of any shear forces acting normal to their longitudinal axis.
Please let me know, if further help is needed.
Sincerely
Louis.l. Gabriel, P.C.
REVISIONS 13Y
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CONSTRUCTION NOTES, -,I CA C11
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CONCRETE: u- 'In,
F:!;,A.P,PL� I-rj--v
9. M,4, 1) ALL CAST IN PLACE CONCRETE (EXCEPT sLA13 ON GRADE) SHALL RAVE A MIN. OF 3000 PSI cc
C(!,o H'T COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/250f) PSI CONCRETE
T 15-ZM I-T-F- --r rL 6h.7 G�D to .0 .5 vi
2) FOOTINGS %ALL BEAR UPON EITHER THE SURFICtAL SOIL OR UPON STRUCTURAL FILL COMPACTED TO A a = 9:
ce o
I L-i- DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) Ln ,*
FOR A DEPTH OF AT LEAST ONE FOOT (I ft.) BELOW THE BOTTOM OF THE FOOTING. "n 0 'A
T 43D U.
3) BEARING MATERAIL- THE FOOTINGS SHOULD BEAR IN EITHER PAE EXIStING FINE SAND,e SOILS,
WHICH WILL REQUIRED PROPER COMPACTION. OR IN COMPACTED STRUCTURAL F1L[- THE BEARING
LEVEL SOiLS. AFTER COMPACTION. SHOULD EXHIBIT DENSITIES EQUAL TO 95% OP THE: MODIFC
It ,TA, tz d> rx,F--r-�,Ik r2- PROCTOR MAXIMUM DRY DENSITY (ASTM 01557)
C5 02-1-T 0 Ply, Fba C, 4) REINFORCING STEEL SKALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 3ol. DRAWN
M IL- elf ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE. LATEST EDMONS,
CHECKED
PL F'f4,%f - r- N(-t HALL
5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FCO11NGS S BE
7- 4 --S 1"L)P j LAP SPLICED A MIN. OF 36 13AR DIAMETERS OR 24 . WHICHEVER IS GREATER UNLESS
OTHERWISE NOTED.
IL
m 6) THE MIN. CONCRETE COV7,-R FOR FOCITING3 SHALL BE 3 in. Mifl. FOR REINFCRCF-MENT. DATE
FOOTINGS (To MA!1N REINFORCIEWEV).............-......3 inches
11>51 1 0 W M-. ' OPT.) SLAB ON ME....................................................CENTERED
i- F16 t-'y - V A pa�111-1 SCALE
t-1 C-0 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT r-o' ARoui.r ccp..,4E�;s OR
7, L: CORNER BMS WITH 2'-Cr LAP SHAU BE PROVIDED. JOB NO
8) CONTWOR SHALL PROVIDE SPACERS, C"RS, BOLSTERS, ETC, N-r`�SF� 0 SUPP R
CC-C, (49�D
REINFORCM STEEL. SUPPORT ITEMS WHICH BUR ON EXPOSED h PETE, S-�:;--ACZS
01 SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS S1EE!- SHEET
7�
9) ALL REIWORCNG DETAILS SHALL CONFORM TO MANUAL OF STANCA-RD PRAC-C- FOR
DETAILING REINFORCED'CONCRETE STRUCTURES ACI 315 LATEST ED17:0N, VNL'-7S DETAjLEC
OTHERWISE ON THE STRUCTURAL DRAWINGS,
10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE wrrH 'THE BUIOING IEOQIREME� E
7
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.09AL �ONCR fT
q FOR CONCRETV ACI 318 LATEST EDITION, AND 'SPECIFICATIONS F,�P S OF
FOR BLRLDINGT ACI 301.
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"40 LOAM
W" J110CRY (PER U11C %n
1994 MIMI.................................. MASONRY IT.- 0
C) u
vq 0 WSW LOAO (KR SM-1994
_jEfKC1ft PDX AM
EMCTK PVX VELIPIT! 1) CONCRETE MASONRY UNITS SK41 BE ASIM C90-75, HOLLOW LOAD-BEARING CONCRETE
u ,,TuRAL OF 2000 PSI ( f ' m = I boo PSI
FLANO a TYPE MAS CINRT Au I UAL ROU01-1 OPENINGS -7 . I - I . ., . I . . I MASONRY UNITS, TYPE 1, GRADE N-1. NORMAL WEIGHT. WITH A MIN. COMPRESSIVE STRENGTH
rv, GENERAL .
TRIPLE pC CWUW*(1 WM ALL 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S.
DOUME 7 TAosst� GpActq 014 2.,40.4'. "",4' '`
1) is� Tw.mm(f - THE 0030w tw tm WIM
5191 ME SIZE R(QMMMtT OVTK AUTIMIle HAVW11 JAISIXIM (WR 114 hK OF 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH
N
bONSTOWIMN ANQ 000UPAWY, ALL MIMTOM SK41 00 1HEII111M, IN CW0%kFdIX 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAY, 16 in. O.C_ DRAWN
ig 7/8 X 26 112 39 1/6 X 26 1/2 50 3/g X 26 1/2
12 R-30 INSULATION 011H ALL APPLKA" COM AW Rf WOOD FRAMING
13 19 7/4 x 30 We jig :L/a X 3181 1/8 5a 3/m x 30 7/9 2�xs P-.T. I&OMD willeep)41d
39 51 1/0 58 3/6 X 51 11B 1) HE CogWaofl qqLL VU*y AU CoWffoG AM O&O�M AT TW J08 9M P%M 1) ALL WOOD FRAMING SHAL'L BE SYP #2 AND INSTALLED PER A1TC AND TPI AND NATIONk CHECKED
14 19 I/a x 51 1/8 a-90%,T'i IACQ� OM '14,4"O-C, To DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION,
is iq I/I X 43 -1/2 39 I/if x 63 1/2 so 3/0 x 63 1/2 2x4
16 19 7/1 x 72 112 39 1/9 X 72 1/2 50 3/0 X 72 1/2 L-x4 SUB FASCIA 3) MNIRAM04 SK" 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES:
9~, LOCAM AM AS, LAm. VENEER LUMBER DATE
1/2 32 27 1/4 X 2d 1/2 X 26 1/2 VW7 SAWN LUMBER _b -EC 16.,M '19
33 -710 x 26 1/2 00 1/2 (I)-8'xB"xj6' C.M.U. KNOCK OUT GALV. METAL EAVE DRIP mcus. FILATM (AM" SLamx 1 0 Fb 1120 PSI F = 2,500 PSI
53 I/g X 3@ so 1/2 x 30 7/0 BLOCKS REINFORCED W/(1)#5 RODS ON 1x21 P.T. NAILER fff Fj"a fff 0*00 AM, TrAawwwAll NOT 2" 01 ;f%a1*m Fv = 90 PSI
-1/2 33 2 j 114 x 38 1/0 Fv � ztj!5 PSI
27 114 x 51 1/6 A3 17/8 x 31 1/4 00 1/2 x 51 1/6 AS SHOWN. FILL FULLY BOTH BLOCKS FcI m 565 PSI E = 1,56o�oo6 Psi
WITH CONCRETE. ��Ix6 FASCIA
1/2 34 33 1/11111 X 63 1/2 Do 1/2 X 93 1/2 4 4) wam OmAwn *c TK. pwmiy OF wc, AW kw w K ,Lw w Fc � 1.455 PSI
27 1/4 X d3 1/2 3/8, PLYWOOD SOFFIT W/4' E = 1,600,000 PSI
1/2 35 3) ROOF & WALL SHEATHING SHALL BE 7/16' ORIENTAL STRAND BOARDS (OSB) OR BETTER,
33 7/8 X 72 1/2 00 1/2 X 72 1/2 SCREENED VENTS ON L141 D.C. �Tw- ,
112 36 27 1/4 X '72 1/21 71 "'4 SPAN RATED AS SHOWN ON THE DRAWINGS.
1 NEW Ix6 FRIEZE BOARD kL Am J013 NO
37 3/4 x 29 1/2 1/2 3,12 X 26 1/2 5) ALL DVAU AM SCCMd ff"M CO M tom 'M"K Tym 4) ALL WOOD MEMBERS EXPOSED TO WrATHFR OR IN CONTACTED WITH MA NRY, CONCRETE
23 37 :114 X 38 7/4 74 '711111 X 30 7/4 1 1 ILI %to C tau ZLY- K cumsTwip to ck9' - -410 P-�
22 74 '7/0 X 26 12 X 38 7/111 AMY Im Aw alo 'amlm WON so
WILL 14 .. . OR SOIL SHALL BE PRESSURE-TREATED.
37 3/4 X $1 1/9 74 7/11 x 31 1/9 ji'l x 51 Ids Eo;&f *M A DOINA KLAIL IS SWW
24 110- 0�j coaAfAs 'FASTENING OEVICES NECESSARY C SHEET
25 37 3/4 X 93 1/2 74 7/1111 X 63 1/2 112 X 63 1/2 IjSE_9@&. HOR jultif RFINFORCEL) 5) CONTRACTOR SHALL PROVIDE ALL AND SUITED FOq EA H
___J 14���
26 37 3/4 X 72 3./2 '74 7/15 X '12 X/2 IS PRESENT FOR A M PSF SOL 6EAW cam A-153-80.
12 X 72 1/2 e 16, D.C. (TyP), FILL CELLS W/ SJOUNA" SOIL Commm WORWAU* 4 141. VQLWMa Wm Oman APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED To ASTM
T
:m
CONCRETE WHERE VERTICAL REINFORCEMENT r2�
WNW' Re
160 3/5 X 24 1/2 TYP. SEC11ON 0 EAVE 10 PRO Two 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS.
33 S3 -11m X 2d 1/2 107 1/8 ) 24 1/2 mmand FASTENING SUBJECT TO MOISTURE SHALL HE HOT-DIPPED GALVANIZED TO ASTM A-153-80.
33 53 71/4 X 33 1/0 107 1/8 1 3a 7/a ISO 3/8 x 30 7/1 ONE STORY
34 A3 7/8 x 111 1/1, 107 1/4 1 $1 110 160 3/9 x as 1/9 0 a 1*9 CONTRAC MIR'S wu m 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT.
.9%10-e SA" (w im, ow m=�
33 53 711 x 53 1/2 107 Its 2 63 x1a ISO 3/0 x 63, L/2 to,box, WA co". - -
8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2
34 X 72 1/2 197 1/1111 2 72 1/9 Igo 3/1 X 12 L12 OF SHEETS
INSTEAD OF SYP 12,
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