1579 LINKSIDE DR - SCREENED ENCLOSURE DRAWINGS IHEREBYC8R IT I HAVE REVIEWED
2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE THIS Prh 154fif;,4BE IN
COTN IgH it
1
2,HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD hICI ET �6f4,FBC Sth
General Notes FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING Ee i,
BARRIER REQUIREMENTS OF,THE FBC 5th EDITION,
A.CONCRETE&FOUNDATION DIESIGN- 3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,1-111A ,RAWL, E_N S�
1. ALL CONCRf�TE GRADE BEAMS AND FOOTINGS SHALL BE 3)00 TAPCON,REDHEAD,DYNABOL r,PORTECT OR APPROVED R 4101-17 IN ITS ENTIRETY.
3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
Psi NuNin". EQUAL No 77605
E 2500 PSI 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE CONTRACTOR.
2. ALL CONCRI7,TE FILLED SUPPORTED SLABS SHALL B
MINIMUM,3 1/2"NONUNAL THICKNESS. HOT DIPPED GALVANIZED. 4,IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
NT OF 8X HAVE EPDXY ADHESIVETO CONCRETE OR IF USING GROUT,
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING 5, ALL LAG BOLTS SHALL HAVE A NflNIMUM EMBEDME
APPROPRIA"J'E ACI AND ASTM REQUIREMENTS MAY BE USED BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 NUN.). ENSURE BONDING AGENT IS USED FIRST.
6, LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. SCREENING MATERIAL SHALL BE 18X14X0.013OR AmT-E LO F
IN LIEU OF WELDED WIRE MESH a 441 Z'
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERNES H. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED C) '11�4V
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF, ON DRAWING S-2. 10
E 6. PLEASE NOTE:2x2(typ)DIAGONAL BRACING SHALL BE 0 R \ .
60(60 KSI Nff N.)DEFORMED BARS,03 BARS MAY BE GRADE 40 THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL B "413. R��A L'd N'�_�o E A L
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL INSERTED IN PILOT HOLES BY TURNING AND UNDER NO 2"X2"X0-055"MATERIAL,UNLESS OTHERWISE NOTED ON S-2.
BE 3000 PSI MIN.,2"M][NIMU`M,TFIICKNESS. CIRCUMSTANCES BY DRIVING WITH A HAMNER. 7. ALL ALUMINUM SCREENED ENCLOSURES SHALL BE DESIGNED EN6fMif�MjjiIWbRD:
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN SPECIFICALLY FOR THE APPLICATION STATED IN RULE
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S 61G20-1-002:TO REMOVE SCREEN PANELS IN T1M EVENT OF David W. Smith P.E.
FOLLOWING: REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY FORECAST WINDS THAT EXCEED 75 MPH.LABELS SHALL BE FLORIDA LICENSE:53608
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). BE APPLIED IN coNDinONS ACCEPTABLE TO PLACED ON CHAIR RAIL MENIBERS ON ALL SCREEN WALLS IN Thomas L. Hanson P.E
AGGREGATES-#6 STONE,ASIM C 33 SIZE NO.67 LESS THAN MANUFACTURER.FASTENERS SHALL BE A MINIMUNI OF SAE A LOCATION THAT CAN BE EASILY SEEN AND FOR ALL PANELS
3/4". GRADE#5 OR BETTER ZINC PLATED. ABOVE THE DESIGNED CHAIR RAIL ON ALL SCREEN WALLS FLORIDA LICENSE:38654
AIR ENTRAINING+/-1%-ASTM C 260. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR SHALL BE CUT AS PRESCRIBED IN THE RULE AND THE
WATER REDUCING AGENT-ASTM C 494. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS Mark R. Dunn P.E.
CLEAN POTABLE WATER. 18.8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES STATED IN RULE 61G20-1.002 AND SECTION 19 LAWS OF FLORIDA LICENSE:73968
OTHER ADMIXTURES SHALL NOT BE PERMITTED. FOR USE WITH ACQ PRESSURE TREATED WOOD,OR FLORIDA,553.76,5 53-77.,ONLY APPLIES IF SHOWN ON PAGE
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. OTHERWISE NOTED ON PLANS. S-2 DRAWING PAGE Joel Falardeau P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 10,ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA: GUST): 130 UZMPH FLORIDA LICENSE:70667
2,k 3 ALONG WITH HOT WEATHER CONDITIONS G-185. 1. ULTIMATE DESIGN WIND SPEID VWt,(3 SECOND 101 MPH Erik Stuart P.E.,hr
RECOMMENDATIONS. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING NONHNAL DESIGNAMNI)SPEED Vasd: I FLORIDA LICENSE:77605
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SHALL BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2, RISK CATEGORY: C
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS UNLESS NOTED OTHER WISE. 3, WIND EXPOSURE:
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACkING, 4, WIND LOADS:
SPALLING OR OTT-MR DETERIORATION. E.REFERENCE STANDA"S: SCREEN ROOF: 9 PSF FBC Plans&Engineering
ASTME 119 SCREEN WALLS: 32 PSF Services,Inc.
B.MASONRY: ASTM E 1300 SOLID ROOF(MWFRS)-. N/A
i.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASCE 7-10 COMPONENTS&CLADDING: N/A 6272 Abbott Station Dr.Unit 101
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X 14XO.O 13 Zephyrhills,FL 33542
TYPE M OR S MORTAR. ASTMI C94 OR EQUIVALENT DENSITY SCREEN MESR- 0.88 Ph#(813)788-5314
2.ALL MORTAR SHALL BE OF TYPE M OR S.AND HAVE ASTMC150 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 Fax#1-(866)824-7894
3.ALL GROUT SHALL BE 2000 PSI MINIMUM ASTM C33 7. LIVE LOAD: E-mail-erb@ fbcplan s,com
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ASTM C260 300 Ib.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. Web site-Www,fbcp lans.coln
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ASTM C494 200 Ib.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN ASTM A615 8. EXISTING 8"X8"TIRCKENED EDGE WITH 4"MONOLIT1HC SLAB SHALL BE ADEQUATE TO C.O.A,-#29054
HEIGHT. ASTM A185 RESIST THE UPLOADS FORTI-M PROPOSED STRUCTURE.
FLORIDA BUILDING CODE 5th EDITION (CHAPTERS 16,20&23). 9. SCREEN ROOF TYPE:MANSARD
C.ALUMINUM: 2010 ALUMINUM DESIGN MANUAL 10, SOLID ROOF TYPE:&A
1. ALL STRUCTURAL ALUNUNUM SHALL CONTORM, TO THE DATE: 7-31-2016
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A F.ABBREVIATIONS:
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED DRAWN BY:TLK
2. WHERE KICK PLATES ARE USED A NHNIMUM THICKNESS OF TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
0.024"SHALL APPLY. TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. ALUMINUM STRUCTURAL MEMBERS REVISION: DATE:
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1,A- I- TYP--TYPICAL RO 1 DATE: B-03-2016
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1 SIM--SIMILAR
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 3. UON--UNLESS OTHERWISE NOTED HOLLOW SECTIONS IRO 2
ALUMINUM STRUCTURES-BUILDING LOAD AND RES1STANCE 4.CONT--CONTINUOUS ----------2"x 2')x 0.0441)
FACTOR DESIGN"OF THE ALUM][NLTM DESIGN MANUAL 2010 5.VIF--VERIFY IN FIELD 2 x 2:----------------------------- R03
PREPARED BY THE ALUMINUM ASSOCIATION, 2 x 3:---------------------------------------2"x 3"x 0,050"
INC.WASIRNGTON D.C.THE FLORIDA BUILDING CODE 5th G.RESPONSIBILITY: 2 x 4:--------------------------------w------2"x 4"x 0,050" R04
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER20 I- ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 5:---------------------------------------2')x 5"x 0,050"
ALUMINUM). CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
4. WHERE ALUMINUM CONES INTO CONTACT WITH STEEL,OR CODES,LOCAL ORDINANCES,ETC.
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, OPEN BACK SECTIONS PROJECT ADDRESS:
SEPARATION. NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 1 x 2:----------------------------------------1"x 2"x 0.040" RICCIARDELLI
S. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LES; DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 1 x 3:----------------------------------------1"x 3"x 0,045"
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF CONDITIONS. 1579 LINKSIDE DR
USING#12 SPACING MAY BE 24"ON CENTER. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
ATLANTIC BEACH, FL 32233
LS SHALL BE REMOVABLE.TH-"�Y SNAP SECTIONS
6. VINYL AND ACRYLIC PANE sUNROONT ROOM ADDITION ELEMENTS AS PROVIDED BY THE )A I k"-AAM
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING CONTRACTOR, 2 x 2 Snap:----------------------------------2 x 2"x 0,045" F
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 4, ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 2 x 3 Snap:---------------------------------2"x 3"x 0.050"
SPEEDS EXCEED 75 MI?H".DECAL SHALL BE PLACED SO ITIS ON INFORMATION PROVIDED BY THE CONTRACTOR AND 2 x 4 Snap:---------------------------------2"x 4"x 0,045" CONTRACTOR:
VISIBLE WHEN PANEL IS INSTALLED. MANUFACTURER. ROPICAL ENCLOSURES
7. 1"X2"X0.045"NON-STRUCTURAL MEMBERS SHALL BE 5. ANY DETAILS NOT SHOWN ARE To BE ENGINEERED BY A REVIEWED FOR CODE COMPUAN
ATTACHED TO HOST WITH 1/4"0 X 1-3/4"EMBEDMENT&2 V LICENSED P.E.IN ACCORDANCE WITH STANDARD SELF MATING (SMB) C MASTERSCREENS INC.
O.C.MASONRY SCREW FOR CONCRETE&EQUIVALENT SI M ENGINEERING PRACTICES. 2 x 4 SMB:------------- -------- 2"x 4"x 0.044"x 0.100" CITY OF ATLANTIC BEACH JACKSONVILLE, FL 32224
WOOD SCREW WHEN IN WOOD
X 1/2"EMBEDMENT NIS 2 x 5 SMB:---------------------- 2"x 51,x 0.050"x 0.118"
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. H.MISCELLANEOUS: 2 x 6 SMB:------------- ........ 2"x 6"x 0.050"x 0.120" SEE PERMITS FOR ADDITIONAL
1- ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A REQUIREMENTS AND CONDITIONS
D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 7 SMB:------------- -------- 2"x 7"x 0.057"x 0.120"
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" NOTES
300 18-8,WITH STANDARD FLAT WASHER UNLESS WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2x9SMB:---------------------- 2"x 9"x 0.072"x 0.224" REVIEWED BY.-.__._DATE:
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" - 1
WITH ACQ PRESSURE TREATED WOOD, HOME. S
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT E)PRESSED WRITTEN PERMISSION OF TRAC DESIGN,LLC C)COPYRIGHT
6$o--------4)—3's I HEREBY C VAT I HAVE REVIEWED
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FLORIDA LICENSE:53608
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Thomas L. Hanson P.E.
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FLORIDA LICENSE:38654
Mark R. Dunn P.E.
2x3 (typ) U2 (typ) 7— W (typ)
FLORIDA LICENSE:73968
Joel Falardeau P.E.
0 FLORIDA LICENSE:70667
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<�p Erik Stuart P.E.4-0
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FLORIDA LICENSE:77605
2x5 SMS 2 3 (typ) 2x3 -2x3,,(typ)* 2x5 SM8
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FBC Plans&Engineering
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2x5 SM13 < 5"
Lo 2 3 (typ) 2x3 (typ) /14 (tytp) I Fax#1-(866)824.7894
X C'j E-mail-erb@fbcplans.com
011% Website-www.fbcplans.com
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00 C.O.A.429054
C\j \2x5 SMS 2x3 (typ) DATE: 7-31-2016
DRAWN BY:TLK
< 2x3 (typ) DATE:
S� k� REVISION:
2x5 SM183 ?'y' RO 1 DATE: 8-03-2016
7; RO 2
S-3 rn
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RO 4
711 AN Q PROJECT ADDRESS:
RICCIARDELLI
1579 LINKSIDE DR
ATLANTIC BEACH, FL 32233
CONTRACTOR:
TROPICAL ENCLOSURES
BY MASTERSCREENS INC.
JACKSONVILLE, FL 32224
H
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THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE ORIN PART WITHOUT EXPRESSED WRIT FEN PERMISSION OF TRAC DESIGN,LLC GCOPYRIGHT
UPRIGHT I JJEREM'CERTJFY'1'JjAT I JJAV1.'REVIEWED
1111 S PLAN"A'ji vbt"j ff tvj*I.N
SECONDARY ANGLE 14IN c o).'V I
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ANGLE TO COLUMN(TYP\ NO 776 wo
EACH SIDE) 605
PRIMARY 2"X 2"
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(13)-3/8"0 CONCRETE SCREW X 0.12S"ANGLE
.gw,� (2)#10 X 3/4"SM S FASTENIN G
ANCHOR INTO SECONDARY I L - :0: Z
"V I
COLUMN TO PRIMARY ANGLE
OPTION#1 OPTION 02 ANGLE(TYP EACH SIDE)(SEE 0 wl__�(TYP EACH SIDE) 0 0 441
TABLE) 0 14/
(4�#10.x 1112"SM S RECEIVING CHANNEL 11 1"X 2"BASE MEMBER
INTO SCREW GLE.EA SIDE(typ) (TYP EACH SIDE)
BOSSES (,0 625"TH ICKNESS'j ANCHOR SPA 0
o si��OA�6 c,`
1)-3/8"0 CON CR ETE S CREW PR L Iq INEE'.�`SEAL
(MIN)(TYIy)(SEE TABLE.)
r 4 ANCHOR INTO PRIMARY
ANGL E AN D @ 1/4"0 CON CRET E ENGINEER OF RECORD:
3"(MIN) SCREW ANCHOR @
2":11,2 OR�1"X3 (2)#10x 3/4"SMS 24"O,C,BETWEEN COLUMNS David W. Smith P.E.
PURLIN OR GIRT (ty�)EA,LEG) NOTES: (TYP EACH SIDE) . FLORIDA LICENSE:53608
(TOTALS SC EREWS EA 1/4"&3/8"0 1.NUMBER OrANCHORS"B"IS EACH SIDE INTO THE'sECONDARY
CONNECTION) Concrete Screw ANGLEAND DOES NOT INCLUDE THE ANCHORINTO THE 1XZ Thomas L. Hanson P.E.
Column Anchor 2.MINIMUM EMBEDMENTOF ANCHORS INTO CONCRE71'EFOOTING FLORIDA LICENSE:38654
Size SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW
win.Sga LENGTHSAT UPRIGHT CONNECTIONS SHALL BE OFsui-,rICIENT Mark R, Dunn RE.
0 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE]F007ING FLORIDA LICENSE:73961:3
WHEN A.PAVER DECK IS PRESENT,
H ')__EPU 2x5 ED Joel Falardeau P.E.
EPJ�AN OR GIRT TO BEAM OR POST DETAIL �T' 3.CONCRETE SCREWANCHOR DESIGNS ARE BASED ONTHoSE LIST
)-4 SCALE!NTS 2x6 1 ON S-1,D.FASTENERS,OTHER BRAND&TYPE SHALL 13E APPROVED FLORIDA LICENSE:70667
BY E N GIN EIE R.
2x7 I
2 4.2X3W/IX2 CORNER POST SHALLREQUIRE SAME BASE Erik Stuart P.E. 40,
2x9 2 411 CONNECTIONSAS 2X4 SHOWN IN TABLE' FLORIDA LIC ENSE:77605
2 s,IF rORAN IN-FILL,TOP OF COLUMN CONNECTION SIT41LAR IF
CONCRETE LINTEL,IFW'OOD LINTEL SUBSTITUTE 1/4"0 X3"LAG FBC Plans&Engil-keering
SCREW F'O'�3/6"O LDTFOR BOTH PRIMARY&SECONDARYANGLES,
6,2X2X,045 DOORJAMB MEMBER SHALL CONNECT SIMILAR70 2X3 Services, Inc.
MEMBER, 62 72 Abbott Station Dr.Un it 10 1
G 2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS Zephyrhi 11s,r-1 33 542
SCALE:NTS Ph# (813)788-5314
Fax# 1,-[8661824-7894
E-mail-erb @fbcp1ans.corn
Website-ww%v.fbcp1ans.corn
1"X 2"X 1/9"ANGLE C.O.A.429054
OPTION#1-A-36 STEEL _jev_� (4,)#12X 3/4"SMS NOTE:WHEN USING OPTION#2
CLIP MAYBY PLACED ON 0 (TYP TOP AND SIDE)
TOP 0 SIDE OF DECK'A/ CONNECTION CABLE MUST BE DA'11: 7-31-2016
DOUBLE COMPRESSION F(2)3/8"X 3"SLEEVE WITHIN 6"017CORNER OR DRAWN 13Y:TLX
SLEEVES------ TOP Of, ANCHOR I/8"D IA,STAI N LE SS PRIMARY ME1.14BER.
COKCV0 E
STEEL CAB LE REVISION: DATE:
4"NOMINAL SLAB
MINIMUM' 4 - S RO 1
3/8"WELDED STAINLESS
V STEEL EYE BOLT (8)#12 X 3/4 SMS RO 2
3/8"0 x 3" MASONRY Side View 7 RO 3
ANCHOR(MIN 3-3/4"2 OPTICH, 2500 PSI CONCRETE:W1 1"0(MIN)WASHER RO 4
EMBEDMENT) (4,"SUW WLY) WELDED WIRE OR BENEATH NUT
FIBERMESH
3/
4
25
-SS:
PROJECTADDRE
0.12 S 'TrA I N LE S S
500 PSI CONCRETE V
a7EE1CABLE 2 !Z_
WELDED WIRE OR
RICCIARDELLI
NEW
TOP OF
Top View 1579 LINKSIDE DR
3/8"0 ADJUSTABLE EYE BOLT ATLANTIC"' BEACH, Fl. 32233
FOR CABLE TENSION
4' op'rION #2
4"NOMINAL SLAB 1/8"0 STAINL CONTW�CTOR:
0,,\4 ESS
MINIMUM T_4 [-STEEL CAB LE
-1/2"X 5-1/2"ALUMINUM PERIMETER FRAMING 2"X2"X 1/8' EXTRUDED ANGLE TROPICAL ENCLOSURES
STRAP W/(2)3/8"0 X_9�._/1."", OPTIOV 02 ON 45*ANGLE BY MASTERSCREENS INC.
MASONRYANCHOR (USE WlTii mOTING) JACKSONVILLE, FL 3,2224
YIN 3-3/4"EMBEDMENT) Side View OPTION #1
j 2 c.,,k
c,�BLE TO FOUNDAriON CONNECTION DETAIL BLE CONNECTION AT CORNER
_-4&� 5CALE,KT.q �,S-4 SCALE!KTS I)ETAILS
COPY
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THIS DOC UMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN P,WT WI THOUT E XP RESSED WRITTE PERMISSION OF TRACDESIGN,LLC �!�'DCOPYRIGHT