133 Beach Ave RES18-0376 Window/Door Rev r~; : ,„ Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
;
City of Atlantic Beach Building Department GRAY IS REQUIRED.
lir 800 Seminole Rd, Atlantic Beach, FL 32233 n//x
-on Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: C�� 0176
❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: C1(1(9 i‘
Project Address: --.1)3 `l('c C In f�.� �--
Contractor/Contact Name: l 4 }-e r )
Contact Phone: CV.)u1 ' � 57:Air1 £ Email: .(.\ p) -eiLk Ca-AA^
Description Proposed of Pro osed Revision/Corrections:
RECEIVEE
SEP 1 6 2019
Building Department
City of Atlantic Beach, F
affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name .
• proposed revision/corrections add additional square footage to original submittal?
No C Yes (additional s.f. to be added:
• Will propose evision/corrections add additional incre e in building value to original submittal?
C No *Yes(additional increase in building val : $ v u`r ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: ,---
(Office Use Only)
I'pproved — Denied — Not Applicable to Department Permit Fee D e $ S '. O•
Revision/Plan Review Comments Con 1Q6T pi Cb FL v r X07• Air a ova
lo J.-e./ r pay r'6.4,
Department Review Required: ��/�
Building '14/1)/
• g&Zoning Reviewed By
TreeAdministrator
Public Works
Public Utilities /0"-/-1?
Public Safety Date
Fire Services Updated 10/17/18
- ..,➢ OFFICECOPY
04*
E4 ' PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED)
*project Address: 3 e&C t AV Permit#: `.es - 03-
*Owner/Project Name: g` LL Sc-(o5`, h
As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for
the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your
product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product
approval may be obtained at:www.floridabuilding.org.
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
A. EXTERIOR DOORS
1. Swinging M tk((A/t\l CAA t. 1 L o'\
2. Sliding
3.Sectional
4. Garage Roll-Up
5.Automatic
6. Other ; k S GIS 0 1%1— M-1 &(
B.WINDOWS
1. Single hung
2. Horizontal slider
3. Casement
4. Double hung tc(t1/►14 Q*0 W b"&L.) 1 fl (,3
5. Fixed
6.Awning M iwi A Cttl) A;rk et 10-522,
7. Pass-through
8. Projected
9. Mullion
10. Wind breaker
11. Dual action
12. Other
Page 1 of 4 Updated 10/17/18
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
C. PANEL WALL
1. Siding
2.Soffits
3. EIFS
4.Storefronts
5. Curtain walls
6.Wall louvers
7.Glass block
8. Membrane
9.Greenhouse
10.Synthetic stucco
11. Other
D. ROOFING PRODUCTS
1.Asphalt shingles
2. Underlayments
3. Roofing fasteners
4. Nonstructural metal
roof
5. Built-up roofing
6. Modified bitumen
7.Single ply roofing
8. Roofing tiles
9. Roofing insulation
10.Waterproofing
11.Wood shingles/shakes
12. Roofing slate
13. Liquid applied roofing
14. Cement-adhesive
coats
15. Roof tile adhesive
16.Spray applied
polyurethane roof
17. Other
Page 2 of 4 Updated 10/17/18
OFFICE COPY
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the
ones listed in this document must be approved by the Building Official.
*Contractor Name (Print Name): go L *Contractor Signature:
*Company Name: ia✓�k�✓►'� J V`� ✓► CA"A c."1-\*o.. ✓
*Mailing Address: 1 0 t S v'e't 'C^/` $ ` � `� S� i ' '
r
*City: 14A(iN„A C� *State: *Zip Code: 32� 3
*Telephone Number: *E-mail Address:
Cell Phone Number: qo`1 SLA 5 - Fax Number:
Page 4 of 4 Updated 10/17/18
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
E.SHUTTERS
1.Accordion
2. Bahama
3.Storm panels
4. Colonial
5. Roll-up
6. Equipment
7. Other
F.STRUCTURAL
COMPONENTS
1.Wood
connector/anchor
2.Truss plates
3. Engineered lumber
4. Railing
5. Coolers-freezers
6. Concrete admixtures
7. Material
8. Insulation forms
9. Plastics
10. Deck-roof
11.Wall
12.Sheds
13. Other
G.SKYLIGHTS
1. Skylight
2. Other •
H. NEW EXTERIOR
ENVELOPE PRODUCTS
1.
2.
Page 3of4Updated 10/1,118
OFFICE COPY
Revision Request/Correction to Comments **ALL INFORMATION
rt HIGHLIGHTED IN
rs "' City of Atlantic Beach Building Department GRAY IS REQUIRED.
'''4 /"" 800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 2ES ie.-0376
`l Revision to Issued Permit OR ❑ Corrections to Comments Date: t.;(23/)
Project Address: 1 •e—�� 4N�
Contractor/Contact Name: eG-)1--orn c le`o r Co As 4 ' Oct (3 d0
Contact Phone: Cl ' Si1 Email: �k�� bP�1AS�J • �x- --
Description of Proposed Revision/Corrections:
cc. 11W ����— �U f y r ) l�
Cs
I affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Wiloposed revision/corrections add additional square footage to original submittal?
LQNo ❑ Yes (additional s.f.to be added:
• Will oposed revision/corrections add additional incre a in building value to original submittal?
o ❑*Yes (additional increase in building val : $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only) �^
P Approved ❑ Denied ❑ Not Applicable to Department Permit Fe Due$ O O•d�
Revision/Plan Review Comments e.o/iloci- 7' Pic_ '-P Tot) Copy 12-evi s,oh a pit/
Deiartment Review Required:
(uildin
Manning&Zoning Reviewed By
Tree Administrator
Public Works p
Public Utilities / iO '/9
Public Safety Date
Fire Services Updated 10/17/18
. ..._......
.
: rl
LINETYPE & SYMBOL KEY
EXISTING STRUCTURE
PARTIAL IST FL OOR FRAM/NG PLAN
Scale: 1/,t":1'-0"
Al 1 iYP
S0.1
EXISTING STRUCTURE
PARTIAL 2ND FL 0OR/ROOFFRA MING PLAN
Scale:
ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY OF THE
EXISTING STRUCTURE.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SIZE, LOCATION AND LOAD BEARING
MEMBERS OF THE EXISTING STRUCTURAL COMPONENTS PRIOR TO PLACING NEW LOADS.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE SUPPORT FOR AND
PROTECTION OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION.
U THESE STRUCTURAL PLANS WERE PREPARED WITH CAD FILES OF THE ARCHITECTURAL FLOOR PLANS
PROVIDED BY THE ARCHITECT. ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL
X >- ACCURACY OF THESE PLANS AND RECOMMENDS THAT CONTRACTOR REVIEWS THESE STRUCTURAL WITH
u' � CLIENT FOR APPROVAL OF DIMENSIONING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMS.
0i Z AND NOTIFY E.O.R. IF ASSUMPTIONS OR INFORMATION IS INCORRECT.
THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL PLANS PROVIDED TO
05 W BAKER DESIGN BUILD, LLC., OR IF CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN.
In=
EXIST PRE-ENGINEERED
ROOF TRUSSES
SEE DETAIL
A2/50.1 FOR
REMOVAL OF
MASONRY
DETAIL
LAIW (:MU
WALL TO BE
REMOVED AFTER
STEEL
CHANNELS ARE
INSTALLED PER
DETAIL A2/SO.1
I
EXIST BOND
BEAM
._ _.._ EXISTING FLOORum�
JOIST ® BALCONY
EXIST CMU WALL
TO REMAIN; pLATESTEEL SEE
DETAIL
B1/S0.1
J"O THRU-BOLT
® MAX 24" OC
TEMPORARY B 1 W -BEAM
STUD WALLS0.1 �I PER PLAN
SHORING
WALL SECTION
@ NEW OPENING
EXIST CMU
WALL TO BE
REMOVED AFTER
STEEL
CHANNELS ARE
INSTALLED PER
DETAIL A2/S0.1
TEMPORARY SHORING
STUD WALL DIRECTLY ON
TOP OF FLOOR TRUSS
EXIST FLOOR
SHEATHING
EXIST PRE-ENGINEERED
FLOOR JOISTS
TEMPORARY
SHORING OFFICE COPY
STU D WALL
REVISION
BP# jot 31?- o376
DATE_/
SIGNED
.W GGG111444fffw95
AUG 2 2 2019
EXIST FOUNDATION
Building Departmo 71
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Drawn By:
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Check By:
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Approved By:
FDU
Date:
08-16-19
\'0S"�.D UR��%,
No. 80630
STATE OFOR
r�
S ...
CONAL
� �iilll
FAUST URIGUEN, P.E.
FL LICENSE NO. 80630
Sheet Name
Partial 1 st &
2nd Floor
Framing Plan
& Elevation
Sheet Number
S100
DESIGN SPECIFICATIONS:- 11
AITFRNATIVF• TOP PLATE
DESIGN CODE: 2017 FLORIDA BUILDING CODE (FBC) RESIDENTIAL w/LATEST SUPPLEMENTS
OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE AND TWO-FAMILY DWELLINGS)
CONSTRUCTION: TYPE V, UNPROTECTED
BASIC WIND SPEED: 130 MPH
RISK CATEGORY: II
WIND EXPOSURE: D
INTERNAL PRESSURE COEFFICIENT: t 0.18 ENCLOSED BUILDING
DESIGN LIVE LOADS:
ROOF: ........................................................................ 20 PSF
FLOORS:..................................................................40 PSF
DESIGN DEAD LOADS:
ROOF: ........................................................................ 12 PSF
FLOORS: .................................................................... 10 PSF
GENERAL NOTES:
1. CODES USED: 2017 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-10. ALL LATEST EDITIONS USED.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND
AUTHORITIES HAVING JURISDICTION OVER THE WORK.
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING
CONSTRUCTION.
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY.
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS.
5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF
DIMENSIONS CANNOT BE DETERMINED FROM THE ARCHITECTURAL PLANS, CONTACT THE ENGINEER OF RECORD.
WATERPROOFING:
_ p
IT SHOULD BE NOTED THAT THE EOR IS NOT A WATER INTRUSION EXPERT. THE FLASHING AND WATER INTRUSION -) I L- L_ L- LJ Lr-1 I V I - f L /`-\ I L 1-' L /A I L UI L u u L L VCONNECTION (TYPICAL) - u B 2 Z
PROTECTION ELEMENTS FOR THE STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR. SCALE: 3"-1 '-O" SCALE: 1 -1 2"=1 '-O"
SOILS: ,r ,r W
MINIMUM ASSUMED ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF- z
O
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDEI 2 1 EXIST CMU WALL NEW OPENING ..� O v CU
TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT - i _ TO REMAIN
SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. THE FILL BELOW THE o ♦ ` �.. O
FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETRIOUS �� ♦♦ `a
W I- > U_
MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF ^ �\ 1 ♦ A STEEL COL t.... < M
2'-0" BELOW THE BOTTOM OF THE FOOTING. I 2 O ♦♦ 2 ♦ I PER PLAN-- Q v M
2 ♦ ♦ ( 2 (TYP) N
O �
STEEL: �\ 0 0 ♦♦ I I _. ___..._._ _ _.. co o
• ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC, AISC & AWS. O I O > <♦ O i �2 _. _ - (2) "� ANCHOR BOLTS. DRILL �, mlie
�.
• ALL PLATES AND MISC STEEL SHOWN ON THESE DRAWINGS SHALL BE ASTM A36 MATERIAL. i ♦ o I • Z r-1 ra
♦♦ O �` I & EPDXY MIN 6" EMBED INTO PRE-ENGINEERED EXISTING TOP PLATE
ALL STRUCTURAL STEEL SHALL BE ASTM A992-GR50. ♦ �--- _ _ _ _ _ \ I I EXIST FOUNDATION ROOF TRUSSES
• ALL FILLET WELDS SHALL CONFORM TO SECTION J2.2B OF AISC SPECIFICATIONS, EVEN WHEN SHOWN OTHERWISE e W
ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. I ♦ O ♦ I0 �\ FINISHED FLOOR
O
• ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, BUT v♦ 2 ♦♦ �� 2 a
NOT SIZED SHALL BE MINIMUM OF FILLET, 2: EACH END AND 2 AT 12 OC BOTH SIDES.
i • ALL WELDS MADE TO PRIMARY MEMBERS SHALL BE MADE WITH E70XX ELECTRODES. ♦ 6x 3 W
BOLTED AND WELDED SHEAR CONNECTIONS SHALL BE DESIGNED PER AISC STANDARDS & ALLOWABLE LOAD ♦♦ �� EXIST TOP
TABLES. �-----------------------� "� THRU-BOLTS
C 1 /
�
• ` BOND BEAM 16" OC, STAGGER TOP &
i
i -
i BOTTOM W/ NUTS, NS & FS
,y
• AN AISC CERTIFIED FABRICATION PLANT SHALL BE USED TO DETAIL & FABRICATE THE STRUCTURAL STEEL. IN I O IA (TYP)
ENGINEER
LIEU OF USING AN AISC CERTIFIED PLANT SHEAR CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ;
ENGINEER & CALCULATIONS SHALL BE SUBMITTED TO THE EOR FOR REVIEW.
•
ALL BOLTED CONNECTIONS SHALL USE A325 BOLTS, A563 & F436 WASHERS, AND SHALL BE TIGHTENED BY -
ROOF PLAN (GENERIC BUILDING S
-,
THE TURN -OF -THE -BUT METHOD. HOW
• BASE PLATE GROUT SHALL COMPLY WITH ASTM C1107 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
5KSI.
ALL STEEL SHALL RECEIVE ONE COAT OF THE STANDARD SHOP PRIMER. i
• Project Number
DO NOT
• USE THERMAL CUTTING DURING ERECTION. DO NOT ENLARGE UNFAIR HOLES IN MEMBER BY BURNING
OR USING DRIFT PINS. ? _._..... __..._..___._...... .
�___. I _ r_. 19-0445
• CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM VISUAL INSPECTIONS OF THE BOLTED & I T
WELDED CONNECTIONS. i
• CONTRACTOR/ERECTOR SHALL COMPLY WITH ALL OSHA & LOCAL REQUIREMENTS FOR THE ERECTION OF (5) ` �----
STRUCTURAL STEEL _. ._._..___ i__ ....__. _ L
........... _...... !...._ _...._ , w '
• THE CONTRACTOR/ERECTOR IS RESPONSIBLE FOR TEMPORARY BRACING & STABILITY OF THE STRUCTURAL FRAME IREVISIONS
SYSTEM. T/ROOF \, 4 MAX 2"" TH€ STEEL i -- -
�� O� TMP MAX 24 OC EXISTING MASONRY WALL No. mate Revision
PLATE
___. _ .. _._„_. _ ____.__ _....TYP - ---------
STEELTO BE REMOVED ONLY AFTER ALL
STEEL HAS BEEN ERECTED AND
ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307 OR ASTM F1554 GRADE 36. WASHERS: SHALL BE IN 5 FIN FLR ELEV CONNECTIONS HAVE BEEN MADE
ACCORDANCE WITH ASTM F436 GRADE 36. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A563 GRADE A HEX. f 5 O f . ; _ _
TYPICAL ANCHOR BOLTS ARE REQUIRED AT THE FOLLOWING LOCATIONS: , i a
SPACED ®32° OC AT EXTERIOR WALL SILL PLATES. " EXIST BOND BEAM
AT THE EXTERIOR WALL SILL PLATES WHERE THE THREADED ROD IS MORE THAN 6 FROM THE END OF THE 3 1 TO REMAIN a
(4) TMP W -BEAM PER PLAN
•
ANCHOR G
HOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. ! THRU-BOLTS TMP
• ANCHOR BOLTS SHALL BE USED UNDERNEATH FIRST FLOOR WINDOWS ON EACH SIDE BELOW EACH OPENING. .�`13
�h' ° �' (TMP)
.. ...
EXIST CMU WALL
EPDXY: BALLS (GENERIC BUILDING SHOWN)
„ TO REMAIN Drawn By: APT
PL, SES PLATE
ANCHORING ADHESIVE: SHALL BE THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): STEEL TOP.- Check By: FDU
• SIMPSON STRONG -TIE CO., PRODUCT: EPDXY-TIE SCHEDULE STEEL COL Approved By: FDU
PER PLAN
B2/S0.1 (TYP) I
• Date: 08-16-19
(TYP)
Ln
EPDXY BOLT TO ACHIEVE FULL \\\\��NlIIII iii�iiii
CONTACT W/ FILLED CELL. \\��� �O: D•VR
2;
(2) J"O ANCHOR BOLTS. DRILL
his 3_12 No. 80630 •
& EPDXY MIN 6" EMBED INTO C1Ox15.3 W/ (2) J"0
EXIST FOUNDATION THRU-BOLTS ®16" OC ='a STATE OF
STEEL BASE PLATE, E STAGGER TOP & BOTTOM W/ �0,�.•�`
SEE PLATE SCHEDULE CONSTRUCTION SEQUENCE: NUTS, NS & FS (TMP) '%, FS •� OR .OPG\���`�
B2/S0.1 (TYP) FINISHED FLOOR �i�
1. BUILD TEMPORARY STUD WALL AT 1ST & ii ONAL
CONTRACTOR SHALL ���1Hill
SECOND FLOOR. ALIGN STUD WALLS FROM ==-- LOCATE CHANNELS AT
2ND FLOOR TO 1ST FLOOR FOR DIRECT LOAD
PATH. FILLED CELLS
2. INSTALL TEMPORARY CHANNELS & THRU FAUS RIG EN, P.E.
BOLTS. EXISTING MASONRY WALL, FL LICENSE NO. 80630
3. REMOVE MASONRY WALL AS REQ'D, TO TO BE REMOVED ONLY AFTER ALL
EXIST FOUNDATION MAXIMUM EXTENT SHOWN ON PLAN. STEEL HAS BEEN ERECTED AND Sheet Name
4. INSTALL NEW W -BEAM AND STEEL COLUMNS. CONNECTIONS HAVE BEEN MADE
5. REMOVE CHANNELS AND THRU-BOLTS.
ECEIneral,-,E�{ GeNotes
OFFICE
COP &Design
A -„�,. AUG 2 2 2019 Criteria
A e REVt. �
/0 wilding Department
'(1ty Of Atlantic l=>each, F_,`
Sheet Number
PARTIAL WALL ELEVATION REMOVAL OF MASONRY WALL Soo]
TYRCAL Al TYPICAL DETAIL A2
SCALE: 1-1 2"=1 '-O" SCALE:
COMPONENT & CLADDING DESIGN
WIND PRESSURES (PSF)
ROOF
AREA
ZONE
10 SF
50 SF
100 SF
POSITIVE ALL ZONES
+28.2
+22.4
+19.9
1
-44.7
-41.8
-40.6
2
-77.8
-63.4
-57.1
3
-77.8
-63.4
-57.1
WALLS
AREA
ZONE
10 SF
100 SF
500 SF
POSITIVE ALL ZONES
+48.9
+41.5
+36.4
4 1
53.0
-45.7
-40.6
5
-65.4 1
-50.8
-40.6
NOTES:
1)
TABLE PRESSURES ARE FOR THE SQUARE FOOT
(SF) TRIBUTARY AREA SHOWN. FOR OTHER
TRIBUTARY AREAS, LINEARLY INTERPOLATE
BETWEEN VALUES SHOWN ABOVE.
2)
POSITIVE PRESSURES ACT TOWARD THE
BUILDING. NEGATIVE PRESSURES ACT AWAY
FROM THE BUILDING.
3)
SEE DIAGRAMS FOR ZONE LOCATIONS.
4)
ALL PRESSURES SHOWN IN ARE ULTIMATE
PRESSURES.
5)
TO OBTAIN ALLOWABLE WIND PRESSURE VALUES,
MULTIPLY VALUES SHOWN ON TABLE x 0.6
WIND = 0.6 WIND ULT.
[a= 5.5 ft
_ p
IT SHOULD BE NOTED THAT THE EOR IS NOT A WATER INTRUSION EXPERT. THE FLASHING AND WATER INTRUSION -) I L- L_ L- LJ Lr-1 I V I - f L /`-\ I L 1-' L /A I L UI L u u L L VCONNECTION (TYPICAL) - u B 2 Z
PROTECTION ELEMENTS FOR THE STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR. SCALE: 3"-1 '-O" SCALE: 1 -1 2"=1 '-O"
SOILS: ,r ,r W
MINIMUM ASSUMED ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF- z
O
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDEI 2 1 EXIST CMU WALL NEW OPENING ..� O v CU
TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT - i _ TO REMAIN
SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. THE FILL BELOW THE o ♦ ` �.. O
FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETRIOUS �� ♦♦ `a
W I- > U_
MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF ^ �\ 1 ♦ A STEEL COL t.... < M
2'-0" BELOW THE BOTTOM OF THE FOOTING. I 2 O ♦♦ 2 ♦ I PER PLAN-- Q v M
2 ♦ ♦ ( 2 (TYP) N
O �
STEEL: �\ 0 0 ♦♦ I I _. ___..._._ _ _.. co o
• ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC, AISC & AWS. O I O > <♦ O i �2 _. _ - (2) "� ANCHOR BOLTS. DRILL �, mlie
�.
• ALL PLATES AND MISC STEEL SHOWN ON THESE DRAWINGS SHALL BE ASTM A36 MATERIAL. i ♦ o I • Z r-1 ra
♦♦ O �` I & EPDXY MIN 6" EMBED INTO PRE-ENGINEERED EXISTING TOP PLATE
ALL STRUCTURAL STEEL SHALL BE ASTM A992-GR50. ♦ �--- _ _ _ _ _ \ I I EXIST FOUNDATION ROOF TRUSSES
• ALL FILLET WELDS SHALL CONFORM TO SECTION J2.2B OF AISC SPECIFICATIONS, EVEN WHEN SHOWN OTHERWISE e W
ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. I ♦ O ♦ I0 �\ FINISHED FLOOR
O
• ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, BUT v♦ 2 ♦♦ �� 2 a
NOT SIZED SHALL BE MINIMUM OF FILLET, 2: EACH END AND 2 AT 12 OC BOTH SIDES.
i • ALL WELDS MADE TO PRIMARY MEMBERS SHALL BE MADE WITH E70XX ELECTRODES. ♦ 6x 3 W
BOLTED AND WELDED SHEAR CONNECTIONS SHALL BE DESIGNED PER AISC STANDARDS & ALLOWABLE LOAD ♦♦ �� EXIST TOP
TABLES. �-----------------------� "� THRU-BOLTS
C 1 /
�
• ` BOND BEAM 16" OC, STAGGER TOP &
i
i -
i BOTTOM W/ NUTS, NS & FS
,y
• AN AISC CERTIFIED FABRICATION PLANT SHALL BE USED TO DETAIL & FABRICATE THE STRUCTURAL STEEL. IN I O IA (TYP)
ENGINEER
LIEU OF USING AN AISC CERTIFIED PLANT SHEAR CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ;
ENGINEER & CALCULATIONS SHALL BE SUBMITTED TO THE EOR FOR REVIEW.
•
ALL BOLTED CONNECTIONS SHALL USE A325 BOLTS, A563 & F436 WASHERS, AND SHALL BE TIGHTENED BY -
ROOF PLAN (GENERIC BUILDING S
-,
THE TURN -OF -THE -BUT METHOD. HOW
• BASE PLATE GROUT SHALL COMPLY WITH ASTM C1107 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
5KSI.
ALL STEEL SHALL RECEIVE ONE COAT OF THE STANDARD SHOP PRIMER. i
• Project Number
DO NOT
• USE THERMAL CUTTING DURING ERECTION. DO NOT ENLARGE UNFAIR HOLES IN MEMBER BY BURNING
OR USING DRIFT PINS. ? _._..... __..._..___._...... .
�___. I _ r_. 19-0445
• CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM VISUAL INSPECTIONS OF THE BOLTED & I T
WELDED CONNECTIONS. i
• CONTRACTOR/ERECTOR SHALL COMPLY WITH ALL OSHA & LOCAL REQUIREMENTS FOR THE ERECTION OF (5) ` �----
STRUCTURAL STEEL _. ._._..___ i__ ....__. _ L
........... _...... !...._ _...._ , w '
• THE CONTRACTOR/ERECTOR IS RESPONSIBLE FOR TEMPORARY BRACING & STABILITY OF THE STRUCTURAL FRAME IREVISIONS
SYSTEM. T/ROOF \, 4 MAX 2"" TH€ STEEL i -- -
�� O� TMP MAX 24 OC EXISTING MASONRY WALL No. mate Revision
PLATE
___. _ .. _._„_. _ ____.__ _....TYP - ---------
STEELTO BE REMOVED ONLY AFTER ALL
STEEL HAS BEEN ERECTED AND
ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307 OR ASTM F1554 GRADE 36. WASHERS: SHALL BE IN 5 FIN FLR ELEV CONNECTIONS HAVE BEEN MADE
ACCORDANCE WITH ASTM F436 GRADE 36. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A563 GRADE A HEX. f 5 O f . ; _ _
TYPICAL ANCHOR BOLTS ARE REQUIRED AT THE FOLLOWING LOCATIONS: , i a
SPACED ®32° OC AT EXTERIOR WALL SILL PLATES. " EXIST BOND BEAM
AT THE EXTERIOR WALL SILL PLATES WHERE THE THREADED ROD IS MORE THAN 6 FROM THE END OF THE 3 1 TO REMAIN a
(4) TMP W -BEAM PER PLAN
•
ANCHOR G
HOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. ! THRU-BOLTS TMP
• ANCHOR BOLTS SHALL BE USED UNDERNEATH FIRST FLOOR WINDOWS ON EACH SIDE BELOW EACH OPENING. .�`13
�h' ° �' (TMP)
.. ...
EXIST CMU WALL
EPDXY: BALLS (GENERIC BUILDING SHOWN)
„ TO REMAIN Drawn By: APT
PL, SES PLATE
ANCHORING ADHESIVE: SHALL BE THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): STEEL TOP.- Check By: FDU
• SIMPSON STRONG -TIE CO., PRODUCT: EPDXY-TIE SCHEDULE STEEL COL Approved By: FDU
PER PLAN
B2/S0.1 (TYP) I
• Date: 08-16-19
(TYP)
Ln
EPDXY BOLT TO ACHIEVE FULL \\\\��NlIIII iii�iiii
CONTACT W/ FILLED CELL. \\��� �O: D•VR
2;
(2) J"O ANCHOR BOLTS. DRILL
his 3_12 No. 80630 •
& EPDXY MIN 6" EMBED INTO C1Ox15.3 W/ (2) J"0
EXIST FOUNDATION THRU-BOLTS ®16" OC ='a STATE OF
STEEL BASE PLATE, E STAGGER TOP & BOTTOM W/ �0,�.•�`
SEE PLATE SCHEDULE CONSTRUCTION SEQUENCE: NUTS, NS & FS (TMP) '%, FS •� OR .OPG\���`�
B2/S0.1 (TYP) FINISHED FLOOR �i�
1. BUILD TEMPORARY STUD WALL AT 1ST & ii ONAL
CONTRACTOR SHALL ���1Hill
SECOND FLOOR. ALIGN STUD WALLS FROM ==-- LOCATE CHANNELS AT
2ND FLOOR TO 1ST FLOOR FOR DIRECT LOAD
PATH. FILLED CELLS
2. INSTALL TEMPORARY CHANNELS & THRU FAUS RIG EN, P.E.
BOLTS. EXISTING MASONRY WALL, FL LICENSE NO. 80630
3. REMOVE MASONRY WALL AS REQ'D, TO TO BE REMOVED ONLY AFTER ALL
EXIST FOUNDATION MAXIMUM EXTENT SHOWN ON PLAN. STEEL HAS BEEN ERECTED AND Sheet Name
4. INSTALL NEW W -BEAM AND STEEL COLUMNS. CONNECTIONS HAVE BEEN MADE
5. REMOVE CHANNELS AND THRU-BOLTS.
ECEIneral,-,E�{ GeNotes
OFFICE
COP &Design
A -„�,. AUG 2 2 2019 Criteria
A e REVt. �
/0 wilding Department
'(1ty Of Atlantic l=>each, F_,`
Sheet Number
PARTIAL WALL ELEVATION REMOVAL OF MASONRY WALL Soo]
TYRCAL Al TYPICAL DETAIL A2
SCALE: 1-1 2"=1 '-O" SCALE: