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EPDXY NOTES
GENERAL NOTES 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND 0 1 H Efl_f-
BUILDING CODE, RESIDENTIAL EDITION AND EXISTINQ BUILDING w
1. CODES USED: 2014 FLORIDA TEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EF OX S,
EMBEDDED S clq
EDITION,ACI,NDS,APA AND ASCE7-10- GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. uj
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AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
2. ALL DESIGN, CONSTRUCTION 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO TH z
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE:
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IOR TO ui
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PR HILTI HY150, HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL.
S1.01 EXISTING HOUSE
COMMENCING CONSTRUCTION. 0
STRICTLY THE MANUFACTURER'S SPECIFICAT 014S
IN USING THE ABOVE PRODUCTS, FOLLOW z
SE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTAI L IN A A 0 a. 0
4. DETAILS FOUND WITHIN THE ERN CONSTRUCTION FOR THIS JOB UNLESS NOTED AND iF U-
THIS JOB ONLY. DETAILS SHALL GOV E SAFETY LAWS.
ACCORDANCE WITH APPLICABL W
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OTHERWISE ON THE PLANS. (D
D EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF ------- --A
3. ALL EPDXY AN
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE
RACTOR A REPORT OF THE SUBSURFACE CONDITIONS. PSI AND TENSILE STRENGTH OF 2,300 PSL -------
OWNER SHALL PROVIDE TO THE CONT
ALL BE FOLLOWED UNLESS MORE STRINGENT E (A)
SOIL PREPARATIONS NOTED IN SAID REPORT SH E DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN _rri
THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 4. ALL HOLES SHALL B
DESIGN IS SPECIFIED WITHIN DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
ASSUMING 200OPSF SOIL CAPACITY. (2)2X12
ED AIR AND SHALL BE DRY PRIOR TO (2)2X12 6
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5. ALL HOLES SHALL BE CLEANED WITH COMPRESS 1-1
E OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, INSTALLATION OF EPDXY. HOLES $HALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
6. THESCOP
ANY AND ALL ARCHITECTURAL,
SCOPE OF WORK SPECIFICALLY EXCLUDES z
THE LAITANCE, DUST, DIRT,AND OIL.
MECHANICALA PLUMBING OR ELECTRICAL WORK. S1.01
WATERPROOFING, B
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE -1103 B 0
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FOR CLARITY ONLY. VERIFY ALL
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS UFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE I ----- --
ION OF THOSE STRUCTURES, AND MAN RK REQUIRED IN THIS 1 3
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCT OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WO 81.01
IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION R ATTESTING TO THE I I
NOTIFY ENGINEER N CONSTRUCTION PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURE kL TO (2)1.75"XI 1,875"
NDIOR DISCREPANCIES THAT MIGHT EXIST BETWEE UBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOS) 44 LAM LVL
INTERFERENCES A LL PROVIDE ALL TRAINING SHALL BE S 41- 3 2.OE G-P
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHA
ORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK. 2X12 NO.2 SYP 2X4 FLATWISE OUTLOOKERS AT
TEMPORARY BRACING/SHORING, TEMP , 7'r 121-011 -�01 RIDGE BEAM
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 24"O.C. FASTEN TO RAFTERS
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE SHEATHING NOTES- WITH(3) 10d TOE-NAILS,
RESPONSIBILITY OF THE CONTRACTOR.
FOR WALL SHEATHING:
CONCRETE NOTES 1. USE EXPOSURE I APA RATED OSB-SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN z
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. INFIELD.
BE USED IN LIEU OF OSB.FASTEN TO STUDS WITH 8d RING SHANK 'JAILS 0
EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",AND ACI 301,LATEST 2. 6/165"HARD]-PANEL MAY U)
AT 6"O.C.ON EDGE,8"O.C.IN FIELD.FASTEN TO TOP AND BOTTOM PLATES AT 4m O.C.
EDITION,-SPECIFICATIONS FOR STRUCTURAL CONCRETE" Ul
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ALL CEMENT SHALL FOR ROOF SHEATHING: 16,AND NOT LESS THAN ORCH FRAMING PLAN, U-
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +1 FOUND'hATION PLAN
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE lX27 INCHES FOR 1. USE EXPOSURE I APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/ 1/4"=V-0"
FOUNDATIONS,AND Y47 FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12H O.C. IN FIELD. 114"=T-O" z
2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH w Z <
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIFELD ROOF FRAMED Wiffi: Ill
8"x8"THICKENED EDGE WITH VERIFY OR PLACE STUD GROUP UNDER BEAM 3z m
CONDITIONS,BLOCK PANELS AT 12"O.C.
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS, (1)#4 CONTINUOUS BEARING,NUMBER OF STUDS EQUALS THAT OF 0 SEE SPAN TABLE ON THIS PAGE FOR ROOF >
n FIBERMESH OVER A 6 MIL. FOR FLOOR DECKING: BEAM PLY,MIN 2 STUDS. FASTEN BEAM TO STUD RAFTERS SIZE AND SPACING
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4. 4" 300OPSI CONCRETE SLAB WITH 6X6 WIA X W1.4 WWM OR 1/2 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24,AND NO� LESS 24"x24"x`12"DEEP FOOTING GROUP WITH (2)MSTA24.FASTEN STUD GROUP TO 0 COMMON AND JlIP RIDGE BEAMS AREA ONE w <
VAPOR BARRIER AND TERMITE TREATED SOIL. THAN 3/4"THICK.FASTEN WITH 8d NAILS AT 6m O.C.ON EDGE, 12"O.C.IN FIELD. WITH(3)#5 BARS EACH WAY FOOTING WITH LTT20B. USE 10d NAILS IN ALL NOMINAL SIZE LARGER THAN THE RAFTERS, 00 _j
UNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 2. USE OF APA RATED STURD-1-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24' AND HOLES. IF THREADED ROD IS WITHIN 12"OF UNLESS NOTED OTHERWISE ON PLAN.
6. THE FILL BELOW THE FO TED TO 95% MINIMUM 3/4'THICKNESS. BEARING, NO LTT20B IS REQUIRED. & SLEEPERS AWE ONE NOMINAL SIZE LARGER 0
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPAC FASTEN THAN RAFTERO-
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE PLACE 6X6 POST UNDER BEAM BEARING.
FOOTING. CONVENTIONAL FRAMING NOTES BEAM TO POST WITH(2)MSTA24.FASTEN POST TO SEE CONVENTIONi-tL FRAMING NOTES FOR
6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL 1. ALL CONVENTI I ONAL FRAMING LUMBER IS No.2 SYP. FOOTING WITH ABU66.USE 10d NAILS IN ALL HOLES. FASTENING SPECIFICATIONS.
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 2. ALL RIDGE AND VALLEY 13EAM SIZES ARE NOTED ON THE PLANS,
CONCRETE REINFORCEMENT"
7, CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS.
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS.
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH(5)8d NAILS INTO THE C:)
WHICHEVER IS GREATER. RAFTER AND(5)8d NAILS INTO THE TOP PLATE.
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9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RNFTER
AND (5)8d NAILS INTO THE SLEEPER- CONVENTIONAL FRAMING ROOF
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITR�4)16d-NAILS-- MAX ROOF SPANS WITH,00 PSF LIVE LOAD, 10 PSF DEAD LOAD,
10.2. 2"FOR CONCRETE EXPOSED TO EARTH_A_Nb WEATHER
%3. 1112"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dXI-1/2-NAILS- AND 1.2-fi DURATION FACTOR
REINFORCEMENT. FASTEN RIDGEIVALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, GRADE, Nol No.2
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, 9- (11)INTO STUD BELOW. SYP 2411 161, 24-11 U)
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE SPACING 161, ui
DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH(6) 16d NAILS. BOTTOM OF 1-011 Z
L_ CONTACT ENGINEER OF RECORD IF COLLAR TIES TO BE NO LOWER THAN 113 THE DISTANCE FROM THE TOP PLATE TO THE PEAK_ 2x6 14!-l" IZ-3" 13'-5" 11 <
12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TAL 0 z j
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EA.CH 2x8 18!4l 16'-2" 13!-1 1
ARE EMBEDDED 17 INTO STEMWALLS, THE TOP TWO COURSES OF INTERSECTION OF SLEEPER AND EXISTING FRAMING. Z 0
20#-311
13, WHERE THREADED RODS 2xl 0 23"-2' 18!-1 1
STEMWALL MUST BE FILLED. SLEEPER k-:g�
14. 2X12 26'--O'r 22'a-6" 23�40" z
FRAMING NOTES ROOF RAFTER
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING W Z
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD RIDGE BEAM Z :D
CONSTRUCTION.
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. OVER FRAME RAFTER W 0 LL
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3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER (2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. TOGETHER WITH(1)ROW OF 8d NAILS AT 1Z'O.C. FASTEN RAFTER TO
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)8d NAILS IN
COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP
TREATED. WITH (9)8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER. C-4 in
CO3 w
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E TREATED. U
6. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSUR
LOAD TABLE COMPONENT AND CLADDI G ca m
XPOSED TO WEATHER SHALL BE GALVANIZED- *v
U. NAILS OR CONNECTORS E i.-
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ROOF: DESIGN PRESSURES 0
7. DIMENSION LUMBER 9)
7.1- ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: 20.0 P'St- 0
INTERIOR ZOIHES, 2
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POS DEAD LOAD: 7.0 PSF EFFECTIVE END ZONES, PSF PSF (9
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH AREA,SF I- co
8"THICKENED EDGE WITH(1)#4 (D -.1
SIMPSON sTRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF CEILING: -0 u-
MEETING THE DIAMETER AND LIVE LOAD: 10.0 PSF 24.4 -32.0 24.4 ORCEMENTBARS c:
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS 0-20 12-#5 F-�F_INF
LIVE LOAD-STORAGE: -- a)
LENGTH PER THE DETAILS. 30.0 PSF -I -2 5).3 FOOTING AND SLAB POURED WITH 3000psi AT 48m O.C.MAX ra C:)
DEAD LOAD: 5.0 PSF 20-50 22.9 -28.8 22.9 CONCRETt_WITH FIBERMESH. 0 'F-
WISE NOTED. NAIL SIZES ARE DEFINED EXISTING FOUNDATION '2 = C)
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHER
-27.2 21.6 -24,0 CD co 0 Nr
BELOW: FLOOR: 50-100 21.6 cq
LIVE LOAD: 40.0 PSF FINISHED it), j2o
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C>
-24.4 20-8 -22.9
DEAD LOAD: 10,0 PSF 100-200 20.8 GRADE
8d 0.131"x 2-1/2"
CD
DECK LIVE LOAD: 50.0 PSF
10d 0.148"x 3"
Joe
12d 0.148"x 3-1/4"
WIND LOADS: 6 MIL VAPOR BARRIER OR EQUIVALENT
16d 0.162"x 3 M
130 MPH
WIND SPEED: WATERPF:�,)OFING BETWEEN COMPACTED
81
via
41
WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN EXPOSURE; C SUBBASE`ND FOOTING/SLAB 5i;3
1.0
AND/OR THE FOOTING DETAILS SHEET- IMPORTANCE: �zc, .-.. ,----- /I -
1 a
BUILDING CATEGORY: ONE STORY: X 12"WITH(2)#4
X
IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 4 0 lk
10. CONVENTIONAL FRAMING LUMBER ENCLOSED BUILDING: TWO-STORY: X= 16"WITH(3)# 015", �rAT_ F
INTERIOR PRESSURE THREE-SIORY:X 20"WITH(3)#5
0.18
COEFFICIENT:
MATCH EXISTING
ROOF PITCH:
ECT . N
ONOLITHIC FOOTING SECTION- 2 3/4"
3/411 1-01' F !!"AFRCOPY Sheet No.
REVIEWED FOR CODE COMPLIANCE ,k
CITY OF ATLANTIC BEACH
si mu
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY. DATE: 12-2-1
I OF
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WATE
SUBB
C31
EPDXY NOTES
AL NOTES in Q
1- ANCHOR BOLTS.. REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHE-K
'�ED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTINQ BUILDING EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPO:rf
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CE7-10- GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 5:
Cl, NDS,APA AND AS CD
ERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
N, CONSTRUCTION AND MAT UFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO T iE
2. MAN BLE EPDXY PRODUCTS ARE; z
t.x)[)ES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK- ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTA
/2 z
DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO SE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. tu
3. CONTRACTOR SHALL VERIFY HILTI HY150, HILTI H S1.01 EXISTING HOUSE
COMMENCING CONSTRUCTION. E Z 0
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIO,,qS
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UMED TO BE TYPICAL DETAILS FOR LABEL WARNINGS. INSTALL IN A
E DRAWINGS SHALL BE ASS AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL A 0 ck- 0
4. DETAILS FOUND WITHIN THES TION FOR THIS JOB UNLESS NOTED r R
DETAILS SHALL GOVERN CONSTRUC ACCORDANCE WITH APPLICABLE SAFETY LAWS. :
THIS JOB ONLY.
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OTHERWISE ON THE PLANS. ------ -
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THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 -A
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT
PSI AND TENSILE STRENGTH OF 2,300 PSI.
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS.
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT HOLES SHNLL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE (A)
SIGN OF THIS STRUCTURE WAS PERFORMED 4. ALL
DESIGN IS SPECIFIED WITHIN THESE PLANS. DE DIAMETER OF 7HE STEEL MEMBER BEING INSTALLED.
ASSUMING 200OPSF SOIL CAPACITY. (2)7X12 (2)2XI2
HALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO S1.0i I b
T IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES LETERIOUS MATERIAL SUCH AS
6. THE SCOPE OF WORK OF THIS PROJEC TALLATION OF EPDXY- HOLES SHALL BE FREE OF ALL DE 100
INS
ALL ARCHITECTURAL,
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND
LAITANCE
DUST, DIRT,AND OIL. z
BING OR ELECTRICAL WORK- S1.01
WATERPROOFING,MECHANICAL, PLUM
-1- B)
MING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY I HE B B
RITY ONLY. VERIFY ALL 6. CONTRACTOR PERFOR 5 6
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EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLA AND SHALL HAVE NO LESS THAN F!llffE
7. NSTRUCTION OF T ES, AND MANUFACTURER FURNISHING THE EPDXY MATERIALS /3
EXISTING/NEW ELEVATIONS AND TYPE OF CO HOSE STRUCTUR YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN T-HS
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE S1.01
NCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION TRAINING SHALL BE SUBMITTED TO THE ENGINEERIARCHITECT ALONG WITH THE PROPOSAL TO (2)1.75"XI 1.875"
INTERFERENCES ANWOR DISCREPA LL PROVIDE ALL 2,OE G-P'LAM LVL
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHA DO THE WORK. 4��3 2X12 N
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 12!-0" 1\� -�01 0.2 SYP 2X4 FLATWISE OUTLOOKERS AT
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING RIDGE BEAM 24"O.C. FASTEN TO RAFTERS
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE SHEATHING NOTES- WITH(3) 10d TOE-NAILS.
RESPONSIBILITY OF THE CONTRACTOR.
FOR WALL SHEATHING:
CONCRETE NOTES 1. USE EXPOSURE I APA RATED OSI3.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN z
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 7116"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. ce)
NTS FOR REINFORCED CONCRETE",AND AGI 301,LATEST 2. 6/165"HARDI-PA14EL MAY BE USED IN LIEU OF OSB.FASTEN TO STUDS WITH 8d RING SHANK N�JLS 0 m
EDITION, "BUILDING CODE REQUIREME 04
NCRETE" AT 6"O.C.ON EDGE,8"O.C. IN FIELD.FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. (N
EDITION,-SPECIFICATIONS FOR STRUCTURAL CO UJ M
ONCRETE, (145 PCF +/-) ALL CEMENT SHALL FOR ROOF SHEATHING: ORCH FRAMING PLAN w z _j
2, ALL CONCRETE SHALL BE NORMAL WEIGHT C OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS TRAN OUND'ATION PLAN :5 LL
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y27 INCHES FOR 1. USE EXPOSURE I APA RATED C.ON EDGE, 12"O.C. IN FIELD. Mn=V-0"
7/16"THICK. FASTEN WITH 8d NAILS AT 6"0 114"=T-O"
FOUNDATIONS,AND Y47 FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 2- SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS VIRTH z
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD w Z <
ROOF FRAMED Wiff w
2"O.C. 8"x8"THICKENED EDGE WITH VERIFY OR PLACE STUD GROUP UNDER BEAM m
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. CONDITIONS,BLOCK PANELS AT 1 (1)#4 CONTINUOUS BEARING.NUMBER OF STUDS EQUALS THAT OF 0 SEE SPAN TABLE ON THIS PAGE FOR ROOF >
WITH 6X6 WlA X W-1.4 WWM OR 1/2" FIBERMESH OVER A 6 MiL. FOR FLOOR DECKING: BEAM PLY,MIN 2 STUDS. FASTEN BEAM TO STUD RAFTERS SIZE AND SPACING p
4. 4" 300OPSI CONCRETE SLAB I. SE EXPOSURE I APA.RATED PLYWOOD.SPAN RATING MUST BE MINIMUM 48/24,AND NOT L:_�S)S 24"x24"x12"DEEP FOOTING GROUP WITH (2)MSTA24.FASTEN STUD GROUP TO z
VAPOR BARRIER AND TERMITE TREATED SOIL. U C.IN FIELD. FOOTING WITH LTT20B.USE 10d NAILS IN ALL 0 COMMON AND JlIP RIDGE BEAMS AREA ONE w U") <
THAN 314"THICK.FASTEN WITH 8d NAILS AT 6m O.C.ON EDGE, 12"0 WITH(3)#5 BARS EACH WAY NOMINAL SIZE LARGER THAN THE RAFTERS, _j
S. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND HOLES. IF THREADED ROD IS WITHIN 12"OF UNLESS NOTED OTHERWISE ON PLAN. ca
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MINIMUM 3/4'THICKNESS. BEARING, NO LTT20B IS REQUIRED- 0 SLEEPERS ARIA:ONE NOMINAL SIZE LARGER 0
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE PLACE 6x66 POST UNDER BEAM BEARING.FASTEN THAN RAFTERO.
FOOTING. CONVENTIONAL FRAMING NOTES- BEAM TO POST WITH(2)MSTA24.FASTEN POST TO FRAMING NOTES FOR
FOOTING WITH ABU66.USE 10d NAILS IN ALL HOLES. SEE CONVENTIONi-s
6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL No.2 SYP. FASTENING SPECIFICATIONS.
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 1. ALL CONVENTIONAL FRAMING LUMBER IS
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS.
CONCRETE REINFORCEMENT"
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS,
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4) 16d TOE-NAILS.
CEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24",
8. VERTICAL AND HORIZONTAL REINFOR 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH(5)8d NAILS INTO THE C)
C14
WHICHEVER IS GREATER.
RAFTER AND(5)8d NAILS INTO THE TOP PLATE. Q
u 3: 3:
3: w
9. CORNER REINFORCEMENT SHALL BE LAPPED 25m.
6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER (D
AND(5)8d NAILS INTO THE SLEEPER. CONVENTIC)f4AL FRAMING ROOF
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EAR 7. FASTEN HEEL OF RAFTER TO CEILING JOISTAW"4) tftNAILS-� 1)0 PSF LIVE LOAD, 10 P,9F DEAD LOAD,
10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER MAX ROOF SPANS WITH '
10.3. 1 112"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dXl-1/2-NAuS. AND 1.2.5 DURATION FACTOR
REINFORCEMENT. H (11) 10d NAILS IN VALLEY BEAM, GRADE, Nol No.2
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WIT SYP U)
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE (11)INTO STUD BELOW. SPACING 1619 2411 161, 24'r UJ Z
DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF < Z
2x6 llv_l J 12'-3" 13!-5"
COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. <
12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF S AT EAC H - 16'-2" 17'-l" 131-11 lf 0 z
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAIL 2x8 18!4"
13, WHERE THREADED RODS ARE EMBEDDED 'IZ' INTO STEMWALLS, THE TOP TWO COURSES OF INTERSECTION OF SLEEPER AND EXISTING FRAMING. 1&-61# Z 0
2xl 0 23u- 20#-311
STEMWALL MUST BE FILLED. 0
SLEEPER -6" 23!--10"
14. 2x12 261-0; 22'� z
FRAMING NOTES ROOF RAFTER
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING w z
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD RIDGE BEAM Z :D <
CONSTRUCTION. w
0 U.
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. OVER FRAME RAFTER r r%
UL.
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER (2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. TOGETHER WITH(1)ROW OF 8d NAILS AT 1Z'O.C. FASTEN RAFTER TO
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)8d NAILS IN
COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP
TREATED. WITH (9)8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER. C%J In
0')il-
tn
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
a_0
WEATHER SHALL BE GALVANIZED� LOAD TABLE COMPONENT AND CLADDING 75 cu m
6. NAILS OR CONNECTORS EXPOSED TO 0
0
7. DIMENSION LUMBER ROOF: DESIGN PRESSURES
7.1- ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS LIVE LOAD: 20.0 PSI-
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. DEAD LOAD: 7.0 PSF EFFECTIVE END ZONES, PSF INTERIOR zolES,
ING MEMBERS SHALL BE FRAMED WITH PSF
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORT E ENGINEER OF AREA,SF D EDGE WITH(1)#4 cr)
SIMPSON sTRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF TH CEILING' 8"THICKENE (D
ITH NAILS MEETING THE DIAMETER AND )6.6 c:
RECORD. THE JOIST HANGERS SHALL BE NAILED W LIVE LOAD: 10.0 PSF 0-20 24.4 -32.0 24.4 19
LIVE LOAD-STORAGE: 30.0 PSF 12"#5 F-jF-INFORCEMENT BARS
X
LENGTH PER THE DETAILS. FOOTING AND SLAB POURED WITH 3000psi AT 48m O.C.MAX C D UM)
5.0 PSF -28.8 22.9 5.3 I= ra c)
DEAD LOAD: 20-50 22.9 in- I
CONCRETEn WITH FIBERMESH.
S OTHERWISE NOTED. NAIL SIZES ARE DEFINED - EXISTING FOUNDATION 210
(D '2 = co
8. ALL NAILS SHALL BE COMMON NAILS, UNLES >
FLOOR: 50-100 21.6 -27.2 21.6 4.0 En 0 rr
to C-4
BELOW: Cp
40.0 PSF
LIVE LOAD: FINISHED
0 m C>
10.0 PSF -24.4 20.8 GRAD
DEAD LOAD: 100-200 20.8 E
8d=0.131"x2-1/2" @
DECK
10d 0.148"x 3" IN
LIVE LOAD: 50.0 PSF
WAYNi�
12d 0.148"x 3-1/4"
z
16d 0.162" 3-1/2" WIND LOADS: 6 MIL VAPOR BARRIER OR EQUIVALENT G
WIND SPEED: 130 MPH WATERPRDOFING BETWEEN COMPACTED
EE FOOTING DETAILS ON THE FOUNDATION PLAN EXPOSURE; c SE-IND FOOTING/SLAB
9. WHERE FRAMING DETAILS SHOW FOOTINGS, S 0 5 3
SUBBA 4`
ILS SHEET. IMPORTANCE: 1.0
ANWOR THE FOOTING DETA
BUILDING CATEGORY: ONE STORY: X 12"WITH(2)#4
W,
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. ENCLOSED BUILDING: X. 6 TWO-STO'lqy: X 16"WITH(3)#4
�-TA
INTERIOR PRESSURE THREE-SiORY:X 20"WITH(3)#5
0.18
COEFFICIENT:
ROOF PITCH- MATCH EXISTING
ECTIO N GEOFFZ"'(4p
'r,�
ONOLITHIC FOOTING SECTION
2 314" VmO' OFFICE COPY
3141
Sheet No.
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH si mu
SEE PERMITS FOR ADDITIONAL
REOUIREMENTS AND CONDITIONS
RMEMD BY: DATE.--i2j.0
__T I OF
F__7,IN
S1101 OB -\
L -01
p3l
dW�
Typical C.age' Bracing Details.
I-X r D9 0 PORMETER 2-j 10 SKS.FROM WSIDE FACE OF
ngular plate
POST INTO=REW SPLINES OF HOLLOW
X t-Lot4r, SMS INTO WOOD HOS7 GIRT(1'EMBEDMENT UINIML%,L) Tria
T M07E CONCRETE SCREWS INTO
AND 14 X 2'A- LONG 2'X 2'HOLLOW
CONSfRUC110t4 (1' EMEIEDMENI W/8 - #10 sms,
CONCRETE oR mAS014RY HORIZONTAL(ORT).
C. AND WI-MIN 6' OF tACA
MCAQ/SPACING 24"-0.
PERPENDICULAFt MOMER x Strop P1
-1.X 1.X 1/16'ANGLES 2"LONG VAIN 2-ts X 172' Cable required
AT EACH LEG TYPICAL EACH ODE, TOP
LONG SACS
& when enclosure
5/16" Anchor bolt (Expansion Bolt) 5/5 Cable extends more than
SaF MATING POST OR HOLLOW POST
V-0 e;OA!!51 18' from host.
?g0Vjt7
.wo;r.S,�UeT6fli
E�EME)frS�, W f 4W `99�1
�0 yi
-r a �4 A One pair of cables
SIPS 6 ot-r,�ALT.) Galvitnized Sm�ap Detail for every 300 sq. ft.
Lie d 0;: L ew F. wall surface area.
7YPICAL CHAIR RAIL TO POST DETAIL
TYPICAL I x 2 TO-HOST AT CORNER 0 Carnelbock With �Z
15tA6 a lyiI.-rA,
Y.11 TO /ZY-7. FrCT W A 0 11411 x 5/5 Cable, NICO !Sleeve-'-,,
PA-rio OL 5 fA 15 Post S/ Cable
1.X 2'00 0 PEMMEM ill x 20 cont.wl 2"x 20 x.125 angle 4k
FASTEN PER NOIE 111-
",41--Loo Cable
�.2�;'tapcons I each side post
X 2'HOLLOW HOMZONTAL at 24ff o. c. 2 - *10 X%N SMS
rt;A�. 444as I I ,MrWjj if,-ITO
V NOIE& USE'9*0 X 3*LONG LAOS WTO into post and V4"
WOM HOST..AND)('g X 2140 LONG fzbF,\w/C)Ot7 vac-f,- tapcon 11 W-10637
CONCRM SCREWS WTO CONCRIM OR /,Z'L
0*EWEDMENT
MASOKY CONSTRUCTON i Ty Min Looped Cable DeW
G 2e O.C. AM WITHIN 0 0 -ft.
TyPICAL)/SPACJN V
LAR MEMBUt Av. ;705.r
6'OF EACH PERPENDICU Wge e4cp. 17 .. NOTE: 1.Ss*teppft SMS shall be stainless steel or zinc coated.
2.Members SMO be Wated 85 reCOMMended to prevent corrosion.
10&MS.FROM INSIDE ME
2- 1
OF I X 2 06 INTO SMW SPUNES Y1.
OF HOLLOW W(1*EMBEDMENT
General filM and Dealan Crftefla:
1. pool/patilo-Enclosures and Screen/Glass Room Additions are designed to be attached to a
t
'ns ,
in
2"
ea
Int
tg
D X
I
E EN
X
RP
X
L
L
2
A
A
T
M
A
L
N
MEM2
8
A
15
2
H�X 2 .
BID
r OR OW POST.
A
permanent structure of adequate capacity.
in good condition and of sufficient strength to
AIL 2. The contractor shall verify that the host structure is
TYPICAL 1 x 2 TO HOST AT GIRT TYPICAL POST BASE DET
11 A 0, support the proposed addition.
?(IZ-ro Z)4 2 */,&1 U._\41 3. The F5C STA EA'1'4*
4,6n 2614-is the basis fbr design wind load as per Chapter 20., Table 2002.4.
Pile Type Footing 4. Maximum pudin spacing is 7'-0". Internal lateral bracing required fbr spans over 39 feet.
TYPICAL FOUNDATION DETAILS 5. Mean roof height shall be less than or equal to 30 feet. The height of the addition shall not exceed
Slab on Grade Slab With Thickened Edae the height of the host structure. nd""B"Ibir all others.
Ribbon Footing '__�111� . - 6. The exposure is per site location. '"C"r for structures along the coast a
-2,500'
t4F f4o,10F ok,6 k 6 10/10--WM. 7. The pool/patio beam spans are based on open building classification. The typical details shown are
indicative of a standard installation.
ided with washers- not less than
1/2"in dia. For decking
0
8. F:asteners shall have a head and/or be provi
6 x 6 10/10 WM and siding.
*5, 2 - *4r MINIMUM POST SIZE AND NO. OF SCREWS
J_ or 3'-'#3 Beam Size Post Size *8 *10 #14 SCREEN/GLASS ROOMS & ENCLOSURES
rebar cont..
8 6
2 x 5 2x4 10 Vincent Seibold-PE48288 0\111111/
2 x 4 10 8 6 101
2 x 6 F101 Levy Rd.
12 10
2 x 7 2 x 5 14
NOTES: E�
2500 psi. cover for rebar shall be 3"� 14 12 Atlantic Beach� FL. 32233
1. concrete shall be minimum _j 2 x 6
r 2 x 8
2. Fibermesh shall be used In lieu.of weld ad wire mesh. 2 x 7 16 14 Phone:9,04r568-4112
0 sq. ft. or for posts with tributary areas 2 x 9 W
r roof areas less than 36 Lu=
I Slab on grade shall be used fo 2 x 10 2 x 8 Z
less than 75 sq. ft.
4. Minimum slab thickness shall be 3-1/2' m bearing capacity. MINIMUM SPACING AND EDGE DISTANCES
with 1500psl mInImu
5. Foundation shall bear on QDmpacted subgrade *8 *10 *14
01.Zy
e
11 have 3/80 diame
r rods 12N long t".L)osts each way. 5/8"' 3/4N IN
6. Pile type footing sha !on. Minimum Spacing OFFICE COPY
te to prevent corros; 4,.11
11 be lsol;ited from concre 5/16,ff 3/80 1/2"
7. Embeded aluminum posts sha Edge Distance
8. posts supporting carrier beams shall hi ive adequate foundation for hold down capacity. Min.
uare feet(if screen roof.
A minimum of one cubic foot of concrete -or each ten sq
6�Room
A jr 4'
FEWMR.WA5MMZ j L"
_T -tr C5 Poty-
4"TrikU-5017 ftN
W'/I V.0 F,
4 46 LAa 66E�,!.1 ?c 2,
9 TMS 4" 2-4' 'P0LY-RZCW
OU
;P�06F--PA)C O.C.FOR Yes TEO
PPK POtY-ROOF EACH X
NON4NSULATED ROOP
31012,
(3)irp I
PAN. T11RIJ_-eW5
IT
(2)
Is FAR THRU
PAN.. Poo "el OK
NON-
145uktv R
.NC?N-1 r0K. 2 X FOST POLY-ROOF EACH
INSULATED
NONANSULAXE15 OR3%3
ROOF 4X4. ROOF FMT
2x2x mum .
6*21-Ot2t VCUP wl HALF q
bitt'i-i-0 HOLLOW POST S.M.5.'
ANGLE W/
4
Mal z
QtANNEL OR 2`42r GYJ' 2 9 5M.
I o X
TO 011orz INTWAAL TMS I LP NAM SIM 2 x FC*Ti;3 X 3"
SCREER i�HIANNr_L 1�v#.I.Ck TpiRu IAD-i Rf=Ve 54CRM.'Ff�5m I Xz O.C. SCHEDLAE 4 x 4.OCI;.X 6
KrZIT 2v B&M
�4'�XtJIIX2"K TCP 2jt2-RA IN --- Fop, PQST
(F65T
`02
WGe-BEA)A) POCY-ROOF
pOKUM FOST -x-2 X VAM CAN'bZ
2 DED
'Z' (G),(r),OK M D(TRU
-r'op
DEW TO I x'2 OR*.UWE DIAM at% W)TCMI!D
'F05-T. TO
_96W 1 r-kzi CENTEK
ALSO)
REQUIRED
2X3 DR 3 0k
CONTINOUs eaRLIDED OLqm -
E)iISTING I r S;a O�4#4 M_ -.4
Me4M ATrACMED 0
CONTINOUS -MA50NW WALL V4x 2Y2
"dKsTUdcc) TMANJAI
HEADER FASM10," TKKX OK Y-,x
MD
4
1 r FXN OF. WALL Awo
POLY-KCOF 30 PAN
O"C: _4 X30 L"
—A Y*x 4 Yza
I x 2'.
ANGLE TO WALL 093, 'THP.JJ-WLT5'
v POLY.RCIOF
w/.V,x 2 LAGS r I
To EACH-5TUD L&ANGLE WHERE
PiN,TAPCON. THEN 5CREEN RWUIRWT0
V40 2 K (3)0 10 k TM5 EACH
TZILTVOIR LAG SCREW- fKAME TO
ve A 10 X 3/as:- ANGLE EAC:H
12P FAN OR I 10 11 & 2 X 2 x.125
Kv TI%S.Zkm T&L5 I2-O.C-,-FVK-- TUS 12'O-C, -ALUM-.FCST c.A6T BA51!4(2)
VarTM I -IDE -PDS.T*W.(l).1'.V4 92 Y2
;to X FOL 4,X. tri 2
-2Y DRJVt PINS 02 X 2
POLY q y4o!.x 4
TAPCON5 QW-V4"X.�K*'T-BOLTS
IC 1k
60�yov* Composite
C__ Uright To B as e And To Beam Detail Roo nchorinn Mails #8 xl/..'S.M.S.Spaced
P th Sides Caulk
ExAmed S
0WRIZAIL A5TACHED TO FMT Compq�lt ans 0 so'.O.-C,B9
J�i�ALLYWN�l 9.01"(44 1'0 X 2o All" dvw Heads
.CK41JRRAJ1. _400v in/Header nection: I la
sm-5.INT015CF7SY C E5 sea Alternate Con
(3)#8 scrawsPer Pan With
I,Minimum Embadmont Into -Hpador Extruded or Brake-Formed
(O.D4411 Min.*TbIcknm)
A I,-x;OG25.. rascig Through Pan Boxed
(2)#10 x 1'/-"S-M-S-Into End With Min.1'h%�Sorlpq.Leg-
-cup q.N.. screw BOSS Ange Clips May D&
Existing Rafter
suWauited For'
TEK ZX2 ChAIRRAIL
5CRZ*5 Anchor I-x r Plate To screw Systems
a W1 SA. d Or S.M.S.(2)Per W
Concret x 410 x 1-!4-woo CL 0 Roof Panel
Concrete Anchors Within Rafter
6*or Each Side MIM(3)*10 A VA'--S.M.6' W xY#'Wood Or S.-M.S.
post And 24"O.C.Max, Into SCr9W 8093, .12"D.C. )f"12: SAS,(3)'ftr ft
. .11 Or"L-1- Existing Fada
Min.3-1ho Slab 2500 PSI 1"x 2"Extrusion -(PM-MM)And W.-D Ricer
Conc.6 x 6-10 x 10 W.W.H' Fbr 1WR AtWdm&, '(T()-)-':- 1 .. ..
A' W=LQ -P
Or Fiber Mash AMC In Concre wift till
MIn. tA APP MODW OFFICE Copy
a.24"ac.mv.
to x IW WASHER HEADED
CoRROSIVE RESISTANT
CAULK ALL EXPOSED SCREW SCREWS 0 B'O.C-
HEADS ALUMINUM FLASHING
LUMBER BLOCKING TO FIT
SEALANT UNDER FLASHING PLYWOOD I OSB BRIDGE
MAM BEARING DETA r ComPOSITE OR PAN ROOF FILLER SCREEN/GLASS ROOMS & ENCLOSURES
Cornpi!WLGI (SPAN PER TABLES)
SLOPE #J.D x 4ff-S.M.S.W/I Y4
Fender Washer And Neoprene G Iskat
12*D.C.(TYP.) REVISIONS
COMPOSITE ROOF:
-r.1/r LAG SCREWS W1
1 -0 FENDER WASHERS @
-1A
O.C.THRU PANEL INTO 2 x 2
Vincent Seibold PE 48288
I Igo
I
2'X 2"x O.W HOLLOW EXT. O'k
For Roof Pans* --- 101 Levy Rd.
5/16'0 x A'LONG(MIN.)LAG
2K
"S
(3)-#Ox I/, M.S. SCREWFORl-irt
EMBEDMENT(MIN.)INTO
Per Ir WIde Panel OW.) Atlantic Beach, FL. 32233
RAT-TER OR TRUSS TAIL
C.
C-..vH.=2M Llztjp Md
4 15M
2
No
W.
F05T
CONvENTiONAL RAFTER OR Phone: 904-568-4112
TRUSS TAIL
IL
6__*44N�Bearing Beam CONNECTION DETAIL
16