HomeMy WebLinkAboutGeib plans 2 Digitally signed W
Mark by Mark Corson
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Date:
Corson 2021 .10.03
16:30:18 -04'00' 0 0
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S I RUC I URAL NO I E6 I. MASONRY UNITS SHALL BE O d N d 09 d
CONTRACTOR NOTE: A, LOAD BEARING ASTM C 90, NORMAL WEIGHT, AND SHALL BE LAID IN A O; r: 2 O
FULL BED OF MORTAR IN RUNNING BOND (UNO), O O- 0 0 1) o
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING: 2, THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS t'J `6 _ `� � `6 - � s
AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION CALCULATED IN ACCORDANCE WITH ASTM C1314, O O 0
WITH THE WORK. M.A. CORSON 8 ASSOC, INC, IS NOT RESPONSIBLE FOR THE 3, ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECS. C270 TYPE M U U p o U
MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS OR S ONLY, O _4 'D
m 4
AND PROGRAMS. 4, GROUT SHALL BE HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECS. C476 IL
L L L 3 3
AND HAVING A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI
5, PROVIDE &"x&" MASONRY BEAM WITH 1 05 CONT, AT EVERY WINDOW SILL.
}}--�� EXTEND BEAM 5" BEYOND EDGE OF OPENING.
COI/ES ,AND STANDARDS 6, PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT
REINFORCEMENT (9 GA,) AT 16" O.C. VERTICAL IN ALL MASONRY WALLS
I, WIND LOADS ARE PER ASCE -1-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A PROVIDE DOVE TAIL
MO MPH WIND SPEED (3 SEC GUST), EXPOSURE C, SLOT ANCHORS AT CONCRETE COLUMNS,
INTERNAL PRESSURE COEFFICIENT (CLOSED STRUCTURE) 0.15, IMPORTANCE FACTOR, AND BUILDING CATEGORY II,
2, THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: GENERAL NOTE6: r/l TTZ
A. FLORIDA BUILDING CODE 2020 (lTH EDITION) `/ HEAD V1 V
B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 310-02) Contractor, subcontractors, material suppliers, etc, shall make
G, SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-05) themselves familiar with the contract documents and shall verify EXIST, WOOD PORCH BEAM
D. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-9g) all dimensions, conditions at Jobsite, plans, specifications, etc, as h+�l
E. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/1997 EDITION, applicable and report any discrepancies, errors or omissions to
3, ARCHITECTURAL AND MECHANICAL DRAWINGS: the architect prior to any work being performed, otherwise we ON v
F.T. 1"x4" P.T. WD. BUCK ANCHOR TO
assume no responsibility for any errors and the contractor, 5/8" STUCCO � TO CONC, BEAM W/ CONT, a-, •,:y
A, THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES subcontractor, material supplier, etc, shall assume full responsibility VULCOM CAULK AND CASE HARDENED IV
PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE NAILS AT 4" O,C,
for errors and/or delays and correct them at their own ex pence U
y p ATTACH WINDOW THRU BUGK W/
en
GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS a �
Changes, revisions, or alterations not made by this office in writing 1/4" TAPCONS AT EVERY HOLE OR �.
AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS Q
TO PROPERLY CONSTRUCT THE PROJECT, only, will fully, unconditionally and totally release the architect, its PER MANUF, W/ 1 1/4" MIN. EMBED.
B, BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL employees, consultants and design professions, from any and all SEALANT P T 1"x4" F.T. WE). BUCK ANCHOR TO [�1 C
i i
MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK, NO EXTRA CHARGE OR COMPENSATION WILL BE responsibility, TO CON(, SILL W/ CONT,VULGOM CAULK AND CASE HARDENED rA U N v
ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. NAILS AT S" O,C, z a
C. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE The architect has not been retained for the supervision or the TI'�1®®Tb� T®T�T�1T,� �CH®1�C� � �
J� JR EB�y K IRD WINDOW SILL PER PLANS AND M
PROCEEDING WITH ANY WORK, administration of the execution of the work of this project, N ••
OWNER 5
4, ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL COAT ENTIRE BLK, OPN'G, W/ VULKEM G� N
Each contractor shall be responsible for construction means, SEALANT
APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN, p SLIDING GLASS DOOR ATTACHMENT 350 SEALANT FOR WINDOW FLASHING 17
methods, t an,uences techniques, se d procedures for safe
q q p y /x3 P.T, U/OOD BUCK /N67-,4LL,4T/ON PER 2011 F,B.G, (6TH ED.) R103.4 (1,4) SET
precautions and shall comply with the requirements of 0,6,1-I,A, 1/4" TAPCONS e 16" O,C, MAX, a WITHIN 6" O Ix P.T. WE). BUCKS IN BED OF VULKEM 0
WOOD
all applicable building codes and all governmental OF CORNERS OR PER DOOR MANUF, POURED GONG. SILL �p 116 LIQUID FLASHING OR EQ. SEALANT, `/
W �r
OOD agencieshaving Jurisdiction, ATTACH THRU FRAME AND BUCK INTO OR FILLED H-BLK, GI ANCHOR WINDOW THROUGH BUCKS INTO r,
„ (6" MIN, HT,) ♦Q " " w
BLOCK W/ I I/4 MIN, PENETRATION INTO GONG, BM„ SILL B WALLS W/ I/4 x3 I/4
I, ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY-USE". BLOCK WALL 9, PER WIN, MANUF, VULKEM 350 SEALANT i�
MOISTURE CONTENT MUST BE 199. OR LESS. STORE WOOD FRAMING Each contractor shall make all arrangements for, obtain and pay SILL OR EQ. AT EVERY HOLE OR PER MANUF, W/ O 0 rCA
ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION for all permits, tests, inspections, and approvals required for his 2x4 P,T, U/OOD BUCK TO CONC, " O
11/4 MIN. EMBED, PER 2011 F,B.C,
portion of the work, 1/4"x2 3/4" TAPGONS e 12" O.G. < WITHIN (6TH ED.) R-103.4 (1,4 INSTALL PER C..� N op"
2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES *2 GRADE OR 6" OF CORNERS FMA/AAMA 200-12 WINDOW INSTALLATION •52
APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW All work shall be guaranteed for a period of at least one year DOOR FR,4ME TO 2x P.T, BUCK: SPEC.. U
NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION), from the date of acceptance, IV
SILL: I - 010 x 1 1/2" PH GP SMS CENTERED
AT 6" FROM JAMB. V1fl\D(9'W
DETAIL3, PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH Stucco shall be two coats approximately 5/5" thick applied to HEADERS: 8 - I/4' x I I/2' LAG SCREWS
AWPA STANDARDS TO A MINIMUM 0.40 PGF RETENTION WHERE LUMBER masonry, 3/4 b CENTERED AT 6" FROM JAMB,
thick applied to metal lath, Lath shall e flat
IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING, JAMBS: 5 - 1/4" x 1 1/2" LAG SCREWS CENTERED ii _ ' il
ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER expanded diamond mesh galvanized, paper backed, weighing AT 6" FROM HEAD AND SILL. , i/2 i -o
SHALL BE GALVANIZED WITH A RATING OF G-155 AND CONFORM TO not less than 3.4 pounds per sq, yard, U
ASTM A653, ALL NAILS AND SCREWS USED WITH PRESSURE TREATED Glass shall be float, tinted with shading Coefficient of ,11 cat,ll,
LUMBER ARE TO BE HOT-DIPPED GALVANIZED AND TO CONFORM TO
3/16 tempered for operable glass doors, Tempered glass shall
ASTM A153 GLASS D. ELEGTROGALVANIZED FASTENERS SHALL HAVE A GLASS RATING PER ASTM 8695 NO LESS THAN 55. ALUMINUM NOT comply with ANSI-Z 911 Call glass at showers/tubs to be tempered), •
TO BE USED IN DIRECT CONTACT WITH AGQ TREATED LUMBER.
Caulking using Tremco or eq, silicon-type products shall be 12
4, PLYWOOD SHEATHING: applied at all junctions of wall and window and door frames with
abutting wall surfaces to provide a weathertight water-resistant 5 erify
A, ROOF: USE 19/32" APA 40/20 RATED, EXP. 1, PLYWOOD SHEATHING, installation,
B, SEE FRAMING PLANS FOR NAILING AND/OR BLOCKING REQUIREMENTS.
USE a'- O" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING. iO�i LONG #5 DOIUELS EPDXIED roll 41
STAGGER PANEL END JOINTS 4'-0 TYP., ALLOW 1/8 SPACE ALONG
PANEL EDGES AND END JOINTS, 4" INTO EXIST, CON(, WALL Existing roof to remain
CN
5, WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING 6 iroii O•C. NEW WALL EXIST. WALL cl
MEMBERS SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS, II
TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE I I }-� I a'O" Ex_ist. cly 8
RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL NAILING SCDUL II bm, ht lVerif
LENGTHS ABOUT THE JOINT LINE. USE 5IMP60N STRONG-TIE CONNECTOR II EXIST, CLG, TO REMAIN
PRODUCTS OR APPROVED EQUAL, TOE NAILING WILL NOT BE PERMITTED. EDGE FIELD
ITEM NAIL SIZE SPACING: SPACING NOTES
ZONE 1 8 2 (e,n,r) « All Joints in roof decking shall be
(Sd round head 4" o.c. 6" o,c, covered w/ min. of 4" wide self- i EXIST, 2x WOOD
19/32" GDX ring shank) adhering polymer modified bitumen i PORCH BEAM - VERIFY
Roof sheathing ZONE 3 (e,r) tape applied directly II
ELECTRICAL NO It Es (Sd round head 4" o.c. 4" o.c, to the sheathing (secondary water barrier) p�� Z
ring shank) (��
Electrical contractor shall comply with the N,E.G, and all Roof sheathing Sd round head Nail 2x fascia to truss ends w/ (2) Exist, soffit an
K'y 4" o" N/A FUR BEAM OUT FOR BLK,
to top of fascia ring shank 16d nails (min,) fascia to remain
applicable codes or authorities having jurisdiction.
1/2" CDx
8d 4" o
Wall sheathing ,c, 6" o,c, WALL WIDTH 4 UWAP W/ 5/5" STUCCO
All outlets, switches and light fixture locations to be verified g � � ON P,B, MTL. LATH ON T1'VEK ON
23/32" TSGs (slue all I wood II "
by owner on walk-thru with electrical contractor, loci 4" c,�, ro o,c, py ON 2x FRAMING e I( O,G, qq
Floor sheathing (PL400 orequal) II Exist, StuCCO On if new, , i
d t II p�
All 110 V, 10, 15 and 20A, receptacles installed outdoors and in Stu h ]rod 3 per header ply -1/8ii stucco on p,b, (L�
2 x 12 header A
bathrooms shall have round fault circuit interrupter, mtl, lath on T vek on � � ® �l
g p Plate overlap minimum y
Top plate splice 16d 8 per splice _ _ _ ,i
* " ii 24" over 1 stud - -= 5/8 CdX I wd,
Unless otherwise noted, minimum size wire shall be 12 AUJG , I� y
excludingcontrol wiring. Install lath per ASTM G-1063-99, self-
crown
a„ 1,5" le 3/4" p 4
g Wall metal lath g g 6" o,c, along Furring diamond lath, Overlap paper crown staples g p p p EXlst, alumin, posts Or
framing member 1 1/2", overlap lath 1" min, at edges Smoke detectors to be powered by house electric service w/ p g NEW FILLED ���/// �
rod x 1/4" head Install lath per ASTM G-1063-99, struct, mull bars beyond *`
battery back-up, Visible "Power on" indicator and a test button, Ceiling < soffit 6" o,c, along
roofing nails, (1 3/4" High ribbed lath CELLS (verify on the job)metal lath g framing member g y �
min, embed, I" min, overlap at edges � �
Verify all conductors and breakers w/ egiup, manuf, specs, 00 00
1ED)LOCK WALL =� DETAIL8" BLK, KNEEUJALL UJ/ *5 BARS
All elect, switches shall be 48 a,f,f, unless otherwise noted, o.6H A A VERT, e 24 O,G, IN FILLED 0
I "I "I II= i II
All receptacles shall be 12" a,f,f, unless otherwise noted, 3 0 _ 3/4 1 O CELL - DOWELEPDXY 4" INTO
•__-- 2 _____ EXIST. FTG, [�
` Q 3 2n 3r 3r 2n
0,2H i
"H" BLK, CAP BM, LU/
CONCRETE. q 2 I : O '�L 0 Q 2e of 2r 2r OI e 1 *5 BAR CONT, 8 *5 VERT, ° ai �i IL-iUl tom,
w w BARS AT 24 O.C. MAX, 8 ',y, 5/8 SMOOOTH STUCCO r y
o,6HLU FINISH
I, ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: ' ' PER FL. PLAN EPDXIED it �!
A, A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI e 25 DAYS, w 0.6H p INTO EXIST, SLAB 4" MIN, - 91,
�f
--• i1.
B. SLUMPS SHALL BE 4 INCHES MINIMUM AND INCHES MAXIMUM, 3 3 FILL ALL CELLS SOLID 6 •------
VV
C, CONCRETE SHALL HAVE A MINIMUM OF 3 PERCENT AIR ENTRAINMENT, ' ----- 2 -----•_ 4 2n 3r 3r 2n
D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55. PLAN ,
E, J0551TE WATER SHALL NOT BE ADDED. PLAN r✓"/8 stucco On new
GABLE AND FLAT ROOFS pJ<l° GABLE AND FLAT ROOFS -t*<0s 45 blk, kneewall
2, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY DATE 10/04/21
EXIST, FTG, TO REMAIN, pje
ACI SPECIFICATIONS. J AJ DRAWN BY me
3, ALL BARS SHALL BE LAPED PER THE REQUIREMENTS OF AGI 310 FOR P P „�,:' VERIFY DIMENSIONS IN CHECKED
_-� OHO" FIN, FL, FIELD, (TYP,) Mc
TENSION LAP SPLICE BUT NOT LESS THAN 48 BAR DIAMETERS UNO, ,!�
LAP ALL WWF A MINIMUM OF 12 INCHES UNO. ;. ��Q�, ��Q,j ; �;; REVISIONS
EXIST, PORCH SLAB 6 FTG,
4. ALL HOOKS SHALL BE PER AGI 31a HOOK REQUIREMENTS BUT NOT o '� EXIST, GONG. PAVERS
LESS THAN 12 BAR DIAMETERS BEYOND BEND UNO, g�E9i o ,a r O i®
Ai A ,
5. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 155. PLACE WELD
WIRE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE
AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O,C, Q_ - _ ; EXIST, CONC. FOOTER (BEYOND)
6, ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH ; AT EXIST, ALUMIN, POSTS TO
STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 I I PLAN ; REMAIN,(VERIFY)
GRADE 60. I 1 HIP ROOFS 1%0 S 45
1 AT CORNERS OF CONCRETE BEAMS AND CONTINUOUS WALL FOOTINGS,
PROVIDE MATCHING HORIZONTAL BARS X 5'-0" BENT BAR FOR EACH Excerpt of Figure R301,2(7) from the Ith Edition (2020) FBCR
HORIZONTAL BAR SCHEDULED AT EACH FACE.
CTHON 3140 0 00 0R ' O '
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