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MABTER Al B H INS PLANS ° oO�m<
STATE OF
FLORIDA
GENERAL NOTES
I. THE CONTRACTOR SHALL BF RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS.
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2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GOORDINATIN6 ARCHITECTURAL,STRUCTURAL,MECHANICAL,AND ELECTRICAL DETAIL AND DIMENSIONS.ANY
DISCREPANCIES BETWEEN SUCH DETAILS AND DIMEN51ON5 SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. SHEET NUMBER SHEET TITLE
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3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION PFCEDURE AND SEQUENCE TO INSURE THE INTEGRITY OF THE BUILDING AND 1T5 COMPONENT PARTS
.DURING CONSTRUCTION. ( G-I COVER SHEET
4. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 2010 FLORIDA BUILDING CODE.THE WORK OF ALL GONTRACTOR5 5HALL COMPLY WITH THE -A-I ;WIND LOAD CHARTS
REQUIREMENTS 5ET FORTH IN THE AFOREMENTIONED CODE.NO DEVIATIONS FROM THE WORK SHONN OR REASONABLY IMPLIED SHALL BE UNDERTAKEN WITHOUT THE q-2 WIND MAP AND DIAGRAMS
WR fr, ENGINEERS ITTEN CONSENT-A COPY OF WHICH WILL BE FILLED WITH THE CON'TRUGTION OFFICIAL. --- - -------- --- -- -. - ..--..._--
� STRAP ANCHOR 5F'AUN6
5. ANY CHANGE5 TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE W11"HOOT WRITTEN CONSENT FROM THE ENGINEER. A. CHART O
s
b. THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED WITHOUT HI5 CONSENT.DRAWINGS SHALL NOT BE USED FOR 15511E OF BUILDING A-4 EYE ANCHOR 5PACING CHART m
_ -....-_ __. ._... _ _. __ o
PERMIT UNLESS SIGNED AND SEALED BY THE ENGINEER. - A I <¢_ s
-5 EYE ANCHOR DETAILS
7. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLE55 THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS,DAMAGES,LO55E5 AND EXPEN5E5 INCLUDINGall
- _ - -
A-6 'STRAP ANCHOR DETAILS n iu
§ LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMISSIONS IN THE PERFORMANCE OF THE WORK BY THE CONTRACTOR.ALL WORK AND MATERIAL
5HALL MEET THE REQUIREMENTS OF ALL LOCAL AND STATE BUILDING CODE5.THE DRAWINGS SHOW THE GENERAL ARRANGEMENT5 AND EXTENT OF THE WORK.AS i
A-T OPTIONAL ANCHORING DETAILS
.t THE WORK PR06RE55E5,THE OWNER AND THE CONTRACTOR,AT NO EXTRA COSTS,SHALL MAKE MODIFICATIONS TO MAKE THE PARTS ALIGN. __.._.__._____..._.._._ —___._—___--.—.J
A-8 STRAPPING TO SKID a N g u
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8. CONTRACTORS SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND CONDITIONS BEFORE PROCEEDING CONSTRUCTION.HE SHALL REPORT ANY DISCREPANCIES TO ----------'----------
THE ENGINEER FOR CORRECTION PRIOR TO BEGINNING ANY WORK.THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF WORK WILL BE EVIDENCE OF A-cl I ANCHORING TO CONCRETE SLAB I
t; FAULTY WORK AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.DO NOT SCALE DRAWINGS.ALL NRITTEN DIMENSIONS GOVERN. "---------- - I
A-10 ANCHOR SCHEDULE AND
Q. THE CONTRACTOR FOR THIS PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR KEQUIRED TO COMPLETE THE TOTAL PROJECT.THE CONTRACTOR SHALL I OPTIONAL PA05 r I
FURNISH AND PAY FOR ALL MATERIALS,TOOLS,EQUIPMENT,LABOR,MACHINERY,TRANSPORTATION,HEAT,WATER,UTILITIES,AND ALL OTHER FACILITIES AND I
SERVICES REQUIRED FOR THE SAFE AND PROPER EXECUTION AND COMPLETION OF THE WORK.THE ENGINEER 5HAI_BE THE INTERPRETER OF THE CONTRACT
[� DOCUMENT5.
REVI
VqOPK REQUIRED UNDER THIS
NTRACT AND
REM�—,IT5 AMP
TION5 THAT
L IMPACT THE
10. THE DO NOT DOCUMENTS
GE55AR Y 5H0 RE COMPLIMENTARY.
DETAILS AND CONDITIONS.P ON ING5 GENERALLY05HOW THE INTENT OFETHE OVEIRALL COMPLEXITY AI ND GONGEPT5LOF THE PROJECT,AND \�\\�PS�CE/� BY DATE
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11. ALL NEW INTERIOR CONCRETE SLA55 AND FOUNDATION WALLS AND FOOTINGS SHALL HAVE SOIL POISONING UNDER NEW{NORK AND SHALL BE INSTALLED BY A O
LICENSED GONTRAGTOR.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE AND DEPARTMENT OF AGRICULTURE,STRUCTURAL PEST CONTROL No.34222 Z
DATE: /20/12
DIVISION REGULATIONS,RULES,DEFINITIONS AND REQUIREMENTS. _* * *� ORN BY:CHK JDA
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING NG ALL EXISTI SETBACKS,EASEMENTS,AND ANY DEED RESTRICTIONS. Digitally signed by Th SCALE:A_4 STATE OF �� TAD
Dixon PO !vim\ SCALEE:: AS NOTED
13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP AND SHALL INCLUDE THE SITE,AND THE WILDING. THE ENTIRE PROJECT SHALL BE LEFT IN ON:cn=ThomasADIxon, i �` ��� W.O.N0: 526-013
A NEW,GLEAN CONDITION. o=Dixon Engineering Inc,ou, /�F$S�0R10P��G\�\ SFgET
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Date:2012.04.0515:41:40
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II II II m
MORS 1�OC MPH rmXP. 5 MWPRS 140 MPH EXP. II C m �a°rye
TABLE ADJUSTMENT LOAD AORKING TABLE ADJUSTMENT LOAD AORKIN6
ZONE PRESSURE' FACTOR2 COMBINATION PRE55URE (PSF) ZONE PRESSURE' FACTOR2 COMBINATION PRESSURE (PSF) HUMP
FACTOR5 FACTOR
A 51D 1.0 0.6 30.6 A 3q.0 1.0 0.6 283
B -Ib.q 1.0 0.6 -10.2 B 12.q I.O Ob -q.4 U
E -48b 1.0 0.6 -2113 E -313 ID 0.6 -21.1 4 �N^�
F -31.q O 0.6 Iq.2 F -2b.0 ID 0.6 -18.q
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MWPRS 130 MPH rE>(P. MwFRS IIC MPH EXP.
TABLE ADJUSTMENT LOAD WORKING TABLE ADJUSTMENT LOAD WORKING
ZONE PRE55URE' FAGTOR2 COMBINATION I PRE55URE (P5F) ZONE PRE55URE' FACTOR2 COMBINATION PRE55URE (P5F)
FAGTOR3 FACTOR
A 33.1 1.0 Ob 20.2 A 24.1 1.0 0.6 11.5
B -112 - 0 0.6 -6.1 B -8.0 1.0 0.6 5.8
E -322 t 1.0 0.6 -Iq.3 E -23.1 ,1.0 0.6 - -16.8
E -21.0 1 1.0 Ob -12.6 F -15.1 1.0 0.6 F -11.0
MWFRS 11C MPH EXR. SII
TABLE ADJU5TMENT LOAD WORKING PRESSURE'
ZONE PRESSURE' FACTOR2 COMBINATION PRE55URE (PSF) ����\o`� ��
FACTOR -
24.1 1.0 O.b 14.5 No.34222
---- ---------- ----
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NOTES: c.com,c=US
I. 5EE FIGURE 28.6-1 PAGE 303-305 IN ASGE 1-10. Date:2012.04.05 15:43:18-04'00'
2. SEE FIGURE 28.6-1 PAGE 305 IN A5GE 1-10. REv BY DATE
3. 5EE SECTION 2.4.1 IN A56E 1-10.
4. DE516N PRE55URE5 SHOWN ARE BA5ED ON WOR5T CASE DESIGN GONDITION5 OF BUILDINGS FOR FOR WIND VELOCITIES PER 2010 F.B.G.
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DATE: O 12
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WIND LOAD MAIN WIND FORGE A Dixon signed by Thomas=* * *_ DRN BY: MA
CHIC 58.16 Me FLORIDA BUILDING CODE--81NLDINO SC
DN:cn=Thomas ADixon, �-0 STALE OF �� STALEE:: TAD
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Date:2012.04.0515:44:01
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BLDG NUMBER OF ANCHORS EACH 51 DE p W o S�
WIDTH MAX SPAG N6 10'-0" 12'-0" 14--0" Ib'-0" 18'-O" 20'-0" 22--0' 24'-0' 26'-0' 25'-0' 30'-0" 32'-0" .
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11'-2" 20'-3" 2 2 2 2 2 2 3 3 3 3 3 3 -4 J m
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11'-2" 12'-8" 2 2 3 3 3 3 3 1 3 4 4 4 4
ANCHORING FOR 131 TO 160 M.P.H. WIND SPEED, EXPOSURE
4
BLDG NUMBER OF ANCHOR5 EACH SIDE
WIDTH s AG1NG 10'-0" 12'-0" 14'-0", 16'-0" 18'-O" 20'-0" 22'-0" 24'-0" 26'-0" 28'-O" 30'-0" 32'-0"
8'O" 5'-11" 3 4 4 4 5 5 5 6 6 6 T 1
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NUMBER OF ANCHORS EACH 51 DE Digitally signed by Thomas A m LL
BLDG Dixon a<m o
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2" 5'S" 2 2 2—� 3 3 3 3 3 3 3 3 4 Date:2012.04.0515:44:47-"00'
ANCHORING FOR III TO 140 M.P.H. WIND SPEED, EXPOSURE "C° \\���u lull/ (PEVI BY I DATE
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BLDG NUMBER OF ANCHOR5 EACH 51DE \���o`� �µ E'er o
WIDTH MG 12--0" 14' I6' 18'-0" 20'-0" 22'-0" 24'-0' 26-0° 25'-0" 30'-0" 32'-0"AX6 Na*222 *_ vATE: 20 iz
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DRN BY: JDA
8'O" b'-b" 3 3 4 4 4 5 5 5 5 b 6 b — STATE OF �` INK BY: TAD
10.-0" 8'-2" 3 3 3 3 4 4 4 4 5 5 5 5 i�p YiD.SCA N A5 NOTED
,r. /� 2� W.O.NO: 526-013
& -2" 8'-2" 3 3 3 3 4 4 4 4 5 5 5 5 //F$S�ORtOP��G\��� SWET
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ANGHORS MUST BE PLACED AT EACH GORNER A MAXIMUM OF b"FROM THE CORNER.
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Sr,HMMLES FOR VrE ANCHORS W/ 1" ®IA. 50�T MAE
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NUMBER OF ANCHORS EACH 51DE a o o ry
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II'-2" b'-3" 3 3 3 3 4 4 1 4 4 4 5 5 5
ANCHORING FOR 131 TO 160 M.P.H. WIND SPEED, EXPOSURE "B"
BLDG
NUMBER OF ANCHOR5 EACH 51DE if
WIDTH 31 MAX SPAGIN(7 10'-0" 12'-0" 14'-0" lb'-O" 18'-O" 20'-0" 22'-0' 24'-0" 26'-0' 2&'-0" 30'-0" 32'-0'
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NUMBER OF ANCHOR5 EACH 51DE a
BLDG =
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SPAGIN6 Dixon 3 s _
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ANCHORING FOR III TO 140 M.P.H. WIND SPEED, EXPOSURE "C" Date:2012.04.05I15.45.41-04'00' REV BY DATE
BLOC; NUMBER OF ANCHOR5 EACH 51DE \����oa �IGELANse
WIDTH MAX 10'-O" 12--0" •14'-0" 16'-0" 1&'-0" 20'-0" 22'-0" 24'-0' 26'-0" 28'-O" 30--0' 32--0' ~ Nw34222 Z EATE: 3/20I
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-0" 4'-0" 4 4 5 5 6 6 l lK BY: 7STATE OF ALE: A5 NOTED10'-0" 5'-4" 3 4 4 4 5 5 6 6 b l l l i Pam .NO: 526-013
II'-2" 5'-5" 3 4 4 4 5 5 6 6 6 l l l ////FS �1OR10-
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Date:2012.04.05 15:46:28-04'00' .
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sNOTES: OPTIONAL Ib"xlb"x4"SOLID GAP GONG. Y
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s Thomas A Dixon q STATE OF SCALE: I AS NOTED
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=.o STATE OF :cn=Thomas A Dixon,o=Dixon HERE SHEET A-3 CHK BY: TAP
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Date:2012.04.05 15:49:59-04'00' A`i SCALE: 1/4"= 1'-0" a.9
10 OF 11
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GROUND ANCHOR SCHEDULE OPTIONAL PAD SCHEDULE FOR ALL WIND SPEEDS AND
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MODEL # PART# DESCRIPTION U
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� No.34222
Digitally signed by Thomas A_ * *_
— —.—--- Dixon O� STATE OF LL;
N/A 5g045 EYE ANCHOR-48"x 3/4"WITH(1)6"HELIX 4A DN:cn=Thomas ADixon. '
E _. —_ I — o=Dixon Engineering Inc,ou,epa1l
M601 5gOgq 60"x 3/4"WITH(I)1"•HELIX 46 c.o c=USdizonengineeringin
1..----_____ ----. —___---.—.—.----___—___.__ ___ - Date:2012.04.05 15:50.47-04'00'
N/A 5g040 EYE ANCHOR-60"x 3/4"WITH(1)b"HELIX 48 VARIES
EXAMPLE DRAWING 15 24'-0"
NOTES:
I. STABILIZING PLATE ARE OPTIONAL EXCEPT WHEN REQUIRED BY LOCAL JURISDICTION OR AT N
THE RECOMMENDATION OF THE ANCHOR MANUFACTURER IN THE STATE FOR WHIGH THEY ARE Q
$ USED.WHEN STABILIZER PLATES ARE REQUIRED IN ANGHORIN6,5TA13ILIZER PLATES SHALL
BE USED AT EACH ANCHOR LOCATION.USE TIE-DOWN ENGINEERING PART 1l 5g2bb OR EQUAL. j+ n n d
a 2. ALL APPROVED ANGHOR5 LISTED ABOVE ARE MANUFACTURED BY TIE DOWN ENGINEERING.
3. THE CONTRACTOR MAY USE AN APPROVED EQUIVALENT WITH APPROVAL FORM THE EOR, D F o o O
4. IF 501L CLASSIFICATION 15 UNKNOWN,6EOTEGHNIGAL REPORT SHALL BE PROVIDED FOR OR v SHEARWALL
F z 5HEARWALL ANCHOR TO to r X w
USE WORST CASE SOIL CONDITIONS,4B,WHEN DETERMINING ANCHOR MODEL AND SPAGIN6 w Ib'xib"x4"GONG.PAD OR(2)b"xlb"x4" OC ><a
ANCHOR TO BE PLACED
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NOTES: DRN BY: JDA
. Ibxl6 gNOMINAL PAD (2)IbxB NOMINAL PADS I. CONCRETE PADS ARE OPTIONAL r BY: TAD
®E T A I L 2 DETAIL 2. DIMEN5ION5 51 ARE NOMINAL. SCALE: A5 NOTED
3. ANGHOR5 ARE REQUIRED MIN.(4)PER BUILDING,(1)AT EACH CORNER 5HEARWALL(SW�). r10.�' S26-o13
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THIS SHEET FOR OPTIONAL PAD LOCATION.
5. SPACE OPTIONAL PA05 EQUALLY.
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