HomeMy WebLinkAboutEngineering a y �; ;,1;;ry•,I FIA Manufactured Building Program
940 Noh.Mmfoe StreetBusiles
Sole 90A
Pro. ess� ha� Tagahassee, Florida 32399.0772
i Phone:850,487,1824• Fax:850.414,8436
R.'gulatioll
Ken Lawson,Secretary Rick Scott,Governor
August 22, 2016 `
Robert Moore
Lark Builders, Inc.
P.O.Drawer 629
Vidalia,GA 30475Py
RE; Manufacturer Certification,ID MFT-114; Expiration Date:August 22, 20 • ILE le"N
��������
Dear Robert Mob're � -
JUN 05 2019
It Is my pleasure to Inform you that Lark Builders, Inc., located at 409 DIXON STREET,P O
DRAWER 629,VIDALIA, GA 30475,has been approved under the Manufactured Buildings ST. Lucie County, Permitting
Program,as provided for under:Chapter 553,Part I, Florida Statutes,to manufacture Factory
Built Schools, Storage Sheds,Manufactured Buildings for Installation In Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency Is a contractor for the Department and has statutory authority and responsibilities
that mu%t be met to maintain approved status.You may expect and demand quality plans
review and Inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and.
Indicated [on the cover page of the plans]for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website. All site-related Installation Issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certlflcation Is approved for three years from this date,You will receive a renewal notice by
Email generated by the SCIS'(tirww;floridabulldlna;orn)for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 650-414-8436.
Please visit our website at www.floridabuilding,oro to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely, �•� ///%�
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
TOP LINE ENGINEERING
STRUCTURAL ENGINEERS
April 3, 2019
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road
Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Lark Builders, Inc.
Plan #43450.
Dear Mr. Campbell,
Per the requirements of the Florida Department of Business and Professional
Regulations, the above referenced plans have been reviewed for compliance With:
2017 Florida Building Code, 6th. Edition
2014 National Electrical Code (NFPA-70)
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A.signed and sealed set of plans are maintained on file with Topline Engineering,
LLC.
All mandatory comments have been satisfied and plans are approved for
construction by a currently approved modular building manufacturer.
If_ you have any questions or require my assistance in any way, please do not
hesitate to contact me-..
Thank you.
R tf 11
Res
ec,
William E. Neary,r1l '
Business Partner
Topline Engineering, LLC
BILL.TLE@y6hoo.com
10649 Oakview Pointe Terrace• Gotha• FL 84734• Phone (407)421-4037• Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
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THIS BUILDING IS.NOT,APPROVED FOR HVHZ
TOP LINE ENGINEERING.LLC,
—STRUCTURAL ENGINEERS (\
William E.Neary,III
SMP-51,SMI-79,ICC 5185040
10649 Oakview Pointe Terrace
ROOF SHEATHING OPTIONS: Gotha,Florida 34734 CODE INFORMATION
— BOX RIB ALUMINUM DESIGN PRESSURES cox VERs oN
MN41FAC1MER aiu[R st.'a u
— 29 GAUGE STEEL AG PANEL ROOF+41.7/-141. Rwn NC TMrc
— STANDING SEAM STEEL co mauc ioN Tra R
— ASPHALT SHIGLES WALLS/DOORS/WINDOWS+48.8/-43.9 m PROTECTON .oa
Fm SYPPRESSNN SYSIEN
RccuPANm
50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF AMarARu—m or smarts
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ExPOSYRE
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MCRULL aRESL1RC CmIiICENI ./-O.e
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2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. t n sh— FBPR-1 OF 7
THIS BUILDING IS NOT APPROVED-FOR HVHZ
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
____ PANHEAD SCREWS WITH #3 DRILL
-------- POINT AT 6 D.C. CODE INFORMATION
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of sloa¢s
( ) # SCHEDULE FOR RAFTER AND
DRILLING GRABBAR SCREWS EACH SIDE TRAXX/1 AT 6" O.C. EIPOSIME
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SCHEDULE FOR RAFTER AND d REVISIONS
BRACING SPACING REV I DESCRIPTON DATE BY
OVERHANG OPTION DETAIL
= 3.5"-20GA METAL STUDS,
S2 SPACED AT 24" O.0 MAX.
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ABOVE FINISHED FLOOR. 1D/ts/17
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°D (1) INTO EACH FLANGE LB-S-LBE-200D
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EQUAL) AT 6" O.C. TOP PLATE OF WALL FRAMING Q Ream..eOwNL R.RNew„NaL
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William E.Neary,III 3.5-20GA METAL STUDS I __
SPACED AT 16" O.0 MAX. •STATE •��
SMP-51,SMI-79,ICC 5185040 p•.1 of
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TOP LINE ENGINEERING.LLC
STRUCTURAL ENGINEERS
WALL SHEATHING OPTIONS: CODE INFORMATION
— BOX RIB ALUMINUM William E.Neary,III
Eou vEPsnP
— TWIN RIB ALUMINUM SMP-51,SMI-79,ICC 5185040 wolROT ff° ^�
DUTCH LAPSIDING ALUMINUM 10649 Oakview Pointe Terrace oaarnuniow ttPE
DUTCH LAPSIDING STEEL SIDING Gotha,Florida 34734 foE SUGPPESSaN S SEM
SECURED WITH — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) ""°`
(2)H3 OR EQUAL T-111 WOOD SIDING o"AOENUNOEPornoPrcs
— `�' E woo sxEo .•.-am.w.
DOUBLE 3.5" 20GA. — HARDIE PANEL STUCCO AND T-111 SIDING iwno3sw`E —
STEEL TOP PLATE — HARDIE BOARD SIDING 3.5 20GA. STEEL °AEPNEPnEssMKEONrx�Nr °°
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#10 SEII TAPPINC SCREWS EACH / / / / "°^�° MTB
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THIS BUILDING IS NOT APPROVED FOR HVFiZ
l'70P LINE ENGINEERING LLC - - -
STRUCTUML ENGINEERS
William E.Neary,III
SMP-51,SMI-79,ICC 5185040 CODE INFORMATION
Roor PANELS GnrHm 10649 Oakview Pointe Terrace RDOF PANE s FASTENED m.H COOS
PANwr TLU . MA.�E:L— `
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ABOVE FD�HED BOOR, ATTACH GCM END 10 STUDS w/(x) ABOVE"=EEO FLOOR. ATTACH GCH END FO STUDS w/(2) rtODN DFM L0A0
ATTACH TO WH s7w w/(2)110 F10 YRDM(1)INTO GCH FLANGE ATTACH TO GCH 51UD w/(a)E+0 J FID YRCwS.(I)IMO GCH MNGE
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ABOVE fM6F1ED BOOR, AITMn GCH CND TO STLWs w/(x) ABOv[FwRHCD fLDOR, ATTACH GCH CND TO STUDS w/(2)
ATTACH TO MH STUD N/(x)E10 J /10 s El-(I)INTO GOI RANGE ATTACH TO GCH STIR w/(2)FID J 1-O FFENS.(I)WO E F W
SELF DRR111VO cRABBCR RCVS. SCV DRcIING GRABBCR YPfl15. (n
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>Q FIDrldO License 64608
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2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. c w
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SKID RUNNER SPACING* THIS BUILDING IS NOT APPROVED FOR HVHZ —
UNDER 30' LENGTH
SHED WIDTH A B
15" 42" TOP LINE ENGIN%RdNG LLC
$•-Q 18" 60" STRUCTURAL ENGINEERS
WIDTH OIS William E.Neary,III
10'-0" 18" 84" 6'-0" 2"x4" SMP-51,SMI-79,ICC 5185040 CmE KnsuN CODE INFORMATION
6'-1" TO 11'-8" 2"x6" MNacmuLRa .�m
11 -0" 24" 84" > 11'-8" 2"x8' 10649 Oakview Pointe Terrace T,K
Gotha,Florida 34734 Caarxu 10N lm
1 1•-8" 28" 84" rsrc-ECT—
NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE TWE SUPPRE m SYSIEN Nn[
13'-0" 36" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL °CEUP"tt E
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
40" 84" ARE INTERCHANGEABLE.
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LNCIGSLNE w.aMm
-VALUES ARE FROM END OF JOIST -FLOOR SHEATHING SECURED WITH MERN.E.—ECa X.
TO CENTERS OF SKIDS ONLY. !MIV—E—M2•X0.113" NAIL (OR EQUAL) ® 6"O.C. MAX poor Ca.o Ean
50'-0" MAX. Or INE a o m a Nm Kw n o
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Q REV DESCRIPTON DATE BY
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JOIST IDE SIZERASEE FRAMING S.Y.P. #2 SKIDS 4'-0"
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SCHEDULE FOR SIZES OPTIONAL PORCHOf
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2 SKID FLOOR FRAMING PLAN c FBPR-5 OF 7
20 - LAN #43450.
SKID RUNNER SPACING* SKID RUNNER SPACING*
UNDER 30' LENGTH WIDTH JOIS 30' LENGTH AND GREATER
Lai
SHED WIDTH A B 6'-0" 2"x4"
6'-1" TO 11'-B" 2"x 6'. SHED WIDTH A B
6•-p' 15" 42" > 11'-8" 2"xB" 6•_0^ 72 24" 5.P.5,i118M179,ICC 8185040
18" 60•• 8'—D" 16" 32" ED�Gmn,�Nvta.an3e.,.<.
8'_p" -NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 16 GAGE
10'-0" 18" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
1Q•—p•• 20 40" CODE INFORMATION
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND cooE ERSgN
11•_0•• 01
24" 84" ARE INTERCHANGEABLE. 11•_p" 22" 44" N.NUPrcTuxER ^D00•
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28" 84" om
24" 46" ri°RE'se"RmEeTroo`PE In SUPPRE$$gN STSIEN
13'-0" 36" 84" 13'-0" 26" 52" oawu+a
"FLOOR SHEATHING SECURED WITH "110""R'F-R DF WORD
84" 2'X0.113" NAIL (OR EQUAL) ® 6"O.C. MAX 13'-8" 28" 56" l C n S D a
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-VALUES ARE FROM END OF JOIST -VALUES ARE FROM END OF JOIST .ER PIIES n 00[RIDNNf •/-0.,.
TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. 06tl_E F.OTOR
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50'—D" MAX. ROor u E
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Q Q REV DESCRIPTON DATE BY
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SCHEDULE FOR SIZES OPTIONAL PORCH LL
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THIS BUILDING IS NOT APPROVED FOR HVHZ }�
ELECTRICAL NOTES,
1.ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
2.FIXTURE LOCATION AND TYPE MAY VARY
3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES
4.20A GFCI OUTLETS
S.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES.
6.ALL SWITCHES TO BE AT 48"-52"A.F.G.
7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING CODE INFORMATION
B.ALL OUTLETS TO BE GFCI Eoo[ w."w
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT wwr+nMxR �"„tl`a un;e,X,
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. R[¢eom TrPE
c"mRuc lox mm[
WINDOW HEIGHT, LOCATION rRc I,—.Im Sw9RF. SY51[tl
AND OUANTITY MAY VARY occwu��
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RECEPTACLE tleP<RR fff���111"' / xURRiGNE PRRiEC19x Ifi+GC
3.5" METAL STUDS Inwwluxc sMITER us+rf
SPACED AT 24"
O.C. MAX REVISIONS'1
240V REV DESCRIPTON DATE I BY
Q240 RECEPTACLE
SINGLE POLE
SWITCH \ "� �.
� Mr6
THREE WAY 10/I5/17
$R SWITCH SEE VARIOUS END WALL \ SEE VARIOUS END WALL S°" N/A
FRAMING SECTIONS FOR FRAMING SECTIONS FOR
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Ld
William E.Neary,III 0 FOFO REID
SMP-51,SMI-79,ICC 5185040
10649 Oakview Pointe Terrace 50'-0" MAXIMUM BUILDING LENGT U ij�' �'1
Gotha,Florida 34734 NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
F— T.Bold.in P.E.
C) Flelide License#64608
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6^re'° FBPR-7 OF 7
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. w
° DD TABLE 2A - 165D/170C TABLE 2B - 1400
° 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
!
SHED WIDTH MAXIMUM ANCHORSHED WIDTH MAXIMUM ANCHOR
SPACING SPACING
TIE-DOWN STRAP UP TO 16'-0" 10'-0"
TIE-DOWN STPAP BOLTED TMRU (I)2.4 SRP 1) . 8'WIDE OR 1SKID ^ UP TO 16-D' 19'-D
fLODR JOIST WITH 1/Y GRADE 5 (SEE NOTES)ttjM
2)2.6 OR(1)9.6 P.T.SYP Q2 SKIDS I\fJ`f}'�'
BOLT MINIMUM WITH WASHERS LL CLSE(CBE SET ON GROUND).
TIE-DOWN S1RAP ROLTEO TO TYPE TYPE t TYPE 2A 6-1 -0" B'-D" 16'-1" TO 24'-0" B'-0"
3 ANCHOR WITH 1/2 GRADE 5 SO'DRNE 30'AUGER ��T`
1/2'x3"(4,000 LBJ CONCRETE BOLT NIMMUN WITH WASHERS ANCHOR AN !Tl O'-1"TO 24'-0
WEDGE ANCHOR WITX WASHER FOR ROCK/CORAL FOR SOIL/CLAY TABLE 1A - 120C
1/213'(400 LB.)CONCRETE ANCHORING TO CONCRETE CODE VER:
• ' • • . WEDGE ANCHOR WON
U-CINNNEL Y-aH
TABLE 2C - 1200
(TYPE 3) TYPE 3 TYPE 2t 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUMCHORNANUFAOTL
EX6TING 4'CONCRETE CANCRETE30 AUGER SPACINGf CORDING T
ANCHOR SHED WIDTH MAXIMUM ANCHOR CONSTRUCT
EXISTING 4'CONCRETE �PAF151ON FOR SOIL/CLAY SPACING 24'-0" 6'--0 I LT FIRE PROTI
TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0" 20•-0" 7-0" { FIRE SUPP
OCCUPANC
16'-0" 7'-6" ALLOWABLE
BASIC WIN!
EXPOSURE
TIE-DOWN STRAP BOLTED THRUT 12'-0" (j'-0" ENCIOSURI
FLOOR JOIST WOH 1/2'GRADES (1)4a4 STP�2 ON 8'WIDE OR LE55. (1)4.4 SYP/2 ON 8'WIDE OR LESS. INTERNAL 1
2.4 SOLE PLATE(NATURALLY BUT MINIMUM WITH WASHERS (2)2x6 OR(1)4.6 P.T.SYP#2 SKIDS (2)2a6 OR(1)L6 P.T.SYP eI SKIDS INPoRTANC
1/2'.1"(4.000 LB.)CONCRETE DURABLE WOOD OR P.T.) (NUT&BOLT OR lAG BOO) ALL ELSE(CAN BE SET ON GROUND). ALL ELSE(CAN BE SET ON GROUND). 1 0'-O" 10'-6"
WEDGE ANCHOR WITH 2'WASHER TIE-DOWN STRAP SECURED ROOF DEA[
v
^ TIE WITH(8)100.1.5'NAILS
------------ �4 3DOWN STRAP BOLTED TO TYPE
MIX
ANCHOR WITH 1/2'GRADE 5 S'-.O" 12'-0" ROOF LIVE
_------ BOLT MINIMUM WITH WASHERS „ FLOOR DFA
1/213"(4.000 LB.)CONCRETE 5/C'•30'EARTH ANCHOR: 6'-0 BOOR LNE
Y.
EXISTING 4'CONCRETE WEDGE ANCHDR WITH U-CHANNEL AUGER SME FOR SOKI/COL/CLAL
(TYPE 3) DRIVE STYLE FOR ROCK CORAL
/ TABLE IB 140C 'R'RATING
ANCHORING TO CONCRETE HORI"AN
EXISTING 4'CONCRETE OPTIONAL SUPPORT PAD(P.T.WOOD. MAXIMUM ANCHOR
CK OR PAD)SPACED SHED WIDTH
CONCRETE BLOCK $PACING HURPo
AT B'-0'MAX.
24'-0" 4•-0'• SOLMRE F
20'-0" 5'-0" REV
1 ADD
TIE-DOWN STRAP BOLTED THRU 16'-0" 5'-6" i °
FLOOR JOIST WITH 1/2'GRADE 5 (1)4x4 SYP/2 ON 8'WIDE OR LESS 3
2.4 SOLE PLATE(NATURALLY 1 4a4 STP 2 ON B'WIDE OR LE55. BOLT NINIMUN WITH WASHERS (2)2a6 OR(1)4.6 P.T.SYP#2 SKIDS
1/215'(4.000 LB.)CONCRETE DURABLE WOOD OR P.T.) () B 14'-0" '-o" 4
WE
ANCHOR WITH 2'WASHER (2)2a6 OR(1)4.6 P.T.SYP#2 SKIDS (NUT&BOLT OR 2j-LAG BOLT) ALL ELSE(CAN BE SET ON GROUND).
-- 4„ TIE-DOWN STRAP OR 3/16' 'LLL ELSE(CAN BE SET ON GROUND). 12'-0" 7'-6 5 201
I •• _ ______v__V GALVANIZED STEEL[ABLE
(SEE NOTES) 5/8'.30'EARTH ANCHOR
WITH EYE HOLE:AUGER STYLE 1O'-O" S-6
FOR SOIL/CLAY,DRIVE STYLE
DO 4 OPTIONAL REINFORCED /2.3'(HOR WITH
CONCRETE FOR ROCK CORAL aaI
LCONCRETE FOUNDATION WEDGE ANCHOR NRM Y WASHER 8'-0" 12'-0"
--8'--� EXISTING f CONCRETE OR OPTIONAL 6•-D" TZ''-O"
EXISTING 4 SUPPORT PAD(P.T.WOOD.CONCRETE
BLOCK OR PAD)SPACED AT 8'-0'MAX TABLE 1C-165D/1175C
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
2'WIDE 11 GAGE STEEL'L'
BRACKET TIE-DOWN STRAP YIE_DOWN STRAP 24'-0" 3'-6"
BOLTED THRU FLOOR JOIST (1)4.4 SYP Y2 ON S'WIDE OR LESS. (1)4.4 SYP/2 ON 8'WIDE OR LESS
WITH 1/2'GRADE 5 BOLT (2)2a6 OR(1)4.6 P.T.SYP A SKIDS TIE-DOWN STRAP BOLTED TO (2)2a6 OR(1)4a6 P.T.SYP 12 SKIDS (SEE NOTES) (1)4.4 STP/2 ON 8'WIDE OR LESS.
MINIMUM WITH WASHERS ALL ELSE(CAN BE SET ON GROU D). GROUND ANCHOR WITH 1/2' ALL ELSE(CAN BE SET ON GROUND). (2)2.6 OR(1)4.6 P.I.SYP @2 SKIDS 20'-0"
GRADE 5 BOLT MINIMUM WITH ALL ME(CAN BE SET ON GROUND).
-T
(NUT&BOLT OR 2)9AG BOLT) WASHERS ALSO CONTINUOUS AND TTIE-DOWN STRAP BOLTED 70
ATTACHED 70 GROUND ANCHOR UND ANCHOR WIT 1/2'GRADE 16'-0"
ON OPPOSITE SIDE 5 BOLT NINIMUN WRH WAS
1/2'.3'(4.000 LB.)CONCRETE 5/8'.30'EARTH ANCHOR: 5/8'•30'EARTH ANCHOR: - 14'-0" S'-6i
WE
ANCHOR WITH 2'WASHER - AUGER STYLE FOR SOR./CLA7, L/
AUGER STYLE FOR S01 GUY,
• •
RIVE STYLE FOR ROCK/CORAL • • DRIVE STILE FOR ROCK/CORAL • 12•-D••
EXISTING 4'CONCRETE EXISTING 4'CONCRETE OR SUPPORT z
PAD(P.T.W000,CONCRETE BLOCK OR OPTIONAL SUPPORT PAD(P.T.WOOD, 1 O'-O" IT-0i
PAD)SPACED AT 8'-o'MAX. CONCRETE BLOCK OR PAD)SPACED
TIE-DOWN DETAILS s'-o" 1r-0L CD
TIE-DOWN NOTES: Z_
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER-TO-CENTER. O
3. TIE-DOWN STRAPS TO BE MINIMUM 1-1'x 0.035'GALVANIZED STEEL, FEDERAL SPECIFICATIONS COS-781-M,TYPE-1, FINISH-B,GRADE-1. TIE-DOWN STRAPS OR CABLE AND CONNECTIFIC
HAVE 25 LB. MINI ULT T PAC ( 50 B x
4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB.CAPACITY.
5. EARTH ANCHORS LOCATED AT EACH CORNER.MAXIMUM 16^FROM END(4 MINIMUM PER BUILDING).AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH,WIND SPEED,AND E% HO NO CEDED ON S. (�
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA,B,C DEPENDING ON SHED WIDTH.WIND SPEED,AND EXPOSURE. z
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4'COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). Q
B. MINIMUM SOIL BEARING CAPACITY IS 2,OD0 PSF(TYP.)
9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
10. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS(OLIVER TECHNOLGIES,INC. MODEL#OTICBI.071CB2 OR EOUIVALENT)
11. HOLLOW OR SOLID CONCRETE BLOCKS (8'x8^x167 MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48-WITHOUT REINFORCING. W
F-
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