HomeMy WebLinkAboutX A-2 - Notes SS GENERAL NOTES: MASONARY NOTES: TIMBER NOTES: V
FORMWORK NOTES: � -> 0 W I
THE BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE ALL WOOD MEMBERS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN w U) I V
STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1530-05/ASCE 5-02/TMS 402-02, BUILDING CODE FORMWORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, COLUMNS, WALLS, AND Q1 _ O In
BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERROR OR OMISSIONS NOT REPORTED SPECIFICATION FOR WOOD CONSTRUCTION AND IT'S SUPPLEMENT, (NDS) FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A.C.I 347, �+ / 0 L +' u l
IMMEDIATELY IN WRITING TO ENGINEER OF RECORD. BY SUBMITTING THESE PLANS FOR PERMIT REQUIREMENTS FOR MASONRY STRUCTU RES AND THE COMMENTARY ON BUILDING CODE "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". % N
THE BUILDER ACCEPTS FULL RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION REQUIREMENTS FOR MASONRY STRUCTURES. E
DEPICTED WITHIN AND IT IS ASSUMED THE BUILDER HAS READ AND UNDERSTANDS THE NOTES ALL WOOD FOR BEAMS, BEARING WALLS,SOLE PLATES,TOP PLATES, BLOCKING, BRACING, LEDGERS, EO
ANY AND ALL PLUMBING PIPE PENETRATIONS THROUGH FORMED WORK SHOULD BE DONE
BELOW. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1530-05/ASCE 6-02/TMS 602-02,SPECIFICATIONS CRIPPLES,SILLS, ETC... SHALL BE SOUTHERN PINE NO. 2, KD-15 OR BETTER. MIN (3) 2"x UNDER ALL SO THAT REINFORCING STEEL IS NOT DISRUPTED AND COVER FOR STEEL IS NOT AFFECTED U O M
GIRDER BEARING LOCATIONS.SEE FLOOR PLAN l4_
DESIGN LOADS IN ACCORDANCE WITH 2O20 FBC 7TH EDITION CHAP. 16 FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS FOR MASONRY STRUCTURES. Lk) U O 0
ANY UTILITY PIPES PENETRATING FOOTERS TO BE PROPERLY SLEEVED TO AVOID PIPED
ASSUMED SOIL BEARING CAPACITY MINIMUM: 2500 PSF MICRO LAM BEAMS SHALL BE MANUFACTURED BYTRUS-JOIST CORP. ORANDAPPROVED EQUIVALENT
UTILITIES FROM BEING SHEARED DURING SETTLEMENT OF STRUCTURE \
ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ^ I
' AND SHALL PROVIDE A MODULUS OF ELASTICITY OF 2,000,000 PSI,A MINIMUM FLEXURAL STRENGTH ELECTRICAL PIPES INSIDE OF THE POURED COLUMNS SHALL NOT TAKE UP MORE THAN 10% % 11J \ V
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND MANUFACTURED IN CONFORMANCE WITH ASTM C-90,GRADE, Fm=1500 P.S.I. O OF 2,925 PSI,AND A MINIMUM HORIZONTAL SHEAR STRESS OF 285 PSI. OF THE CROSS-SECTIONAL AREA OF THE COLUMNS AND THEY DO NOT AFFECT THE COVER O
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS U)
ON THE REINFORCING STEEL 3
BLOCK SHALL BE PLACED IN RUNNING BOND UNLESS OTHERWISE NOTED. LAY UP MASONRY WALLS TO J n[ QI N
CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN WALL COLUMNS. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL NE PRESSURE TREATED. Z
SHOWN ON STRUCTURAL DRAWINGS. ACCEPTABLE TREATMENTS INCLUDE ACQ. (AMINE COPPER QUAT)COPPER BORON AZOLE,ACID COPPER O E
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL GROUT USED TO FILL MASONRY CELLS SHALLCOMPLY WITH ASTM C-476 AND SHALL PROVIDE A CHROMATE,AND COPPER CITRATE. BORATE BASED TREATMENTS SUCH AS ZINCBORATE AND SODIUM L
BE CONSTRUED TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I AT 28 DAYS. THE GROUT MIX SHALL HAVE A BORATE ARE ALSO ACCEPTABLE FOR INDOOR USES. V
DIFFERENT DETAIL IS SHOWN. MAXIMUM 3/8"COURSE AGGREGATE AND SHALL BE PLACED WITH A SLUMP OF 8"TO 10". USE
MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOR STRUCTURAL USES,AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THE 1/2" OF WELDED WIRE MESH:
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN FIELD. HEARTWOOD
0
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. IF ANY DISCREPANCIES ARE TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED WELDED WIRE MESH SHALL BE ASTM A185,GRADE 65, FREE FROM OIL,SCALE,AND RUST AND SHALL BE LLi 0 J
DISCOVER THE ENGINEER OF RECORD MUST BE CONTACTED BEFORE THE COMMENCEMENT OF AND MIXED AS OUTLINED UNDER ASTM C-270 HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD,WEAR A DUST MASK AND PLACED IN ACCORDANCE WITH ACI TYPICAL DETAILS. LLI LU p LL1 U - LUCONSTRUCTION. WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH COLLECTION. DO NOT BURN. - LUQ = 3
3/8"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTOTHE MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. = U Z 2 Q p � LU= Q
PRESSURE TREATED WOOD MAY PRODUCE TOXIC FUMES.
THE STRUCTURE IS DESIGNED TO SELF SUPPORTING AND STABLE AFTER BUILDING IS COMPLETE. CELLS TO BE FILLED. ALLOW A MINIMUM OF 24 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING O W � C3 p
CELLS. Q = � mOLUIYZZU
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES TO ENSURE IN HIGHLY CORROSIVE ENVIRONMENTS ALL WIND RESISTING HARDWARE INCLUDING THE HURRICANE p Q J Z LU 0_ 3: - J
SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE STRAPS SHALL BE MADE OF STAINLESS-STEEL OR SHALL BE DIPPED(AND SCRATCHES REPAINTED) IN CO Q p J = W Q p J
ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. TENSION AND COMPRESSION LAPS=.002 X BAR DIAMETER X Fs (NOTE THAT Fs=24 KSI MAXIMUM (A X - ED ~ LU
COL TAR EPDXY PAINT. (n � Q LU LU C/)
Fy)) (THIS EQUATES TO48 X BAR DIAMETER) - Z Z U) _ m p Z
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REUIREDPREPARATION REQUIREMENTS AND SLAB-ON GRADE TH CKNESS TO HANDLEOCONSTRANDIUCTION HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. =TE Z Q J 0 LU p Cl) ~ Q J
LOADS. MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A"CERTIFIED WOOD TRUSSES: CE LU - � = O O LU O - Q
STRUCTURAL MASONRY CONTRACTOR".THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT Q = J Q = Z = Z >
THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SHALL BE A"CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OF A CERTIFIED STRUCTURAL MASON" HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY TO THE ONES SPECIFIED ON THE DRAWINGS IN = LLI z p U U J ~ W O
STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL AS RECOGNIZED BYTHE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION FC&PA .THE SENIOR STEELYIELD OR ULTIMATE STRENGTH,STEEL DIMENSIONS(LENGTH AND WIDTH), NUMBER AND WOODTRUSSES TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN 0 = ILL = L� O 0 Q z Q Z 0_
CLOSELY PARALLEL FINAL FLOOR DESIGNERS LAYOUT. PROVIDE SIGNED AND SEALED SHOP ( ) DIAMETER OF HOLES FOR SAME SIZES OF NAILS OR BOLTS,AND/OR DO NOT HAVE THE SAME GENERAL SPECIFICATIONS FOR SDTRESS-GRADE LUMBER AND IT FASTENINGS" BY NFPA p 0 W Q p Z _ U) W >- M Q
DRAWINGS AND CALCULATIONS FOR APPROVAL. REVIEW OF SHOP DRAWINGS IS REQUIRED AS MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN SHAPE WILL NOT BE ACCEPTABLE. z Z CE � p CO = 0-
co
THE ENGINEER CHECKS BEAM, WALL, COLUMN AND FOOTING CAPACITIES AGAINST KNOW ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT TRUSS DESIGN SHALL COMPLY WITH TPI/WTCABCSI 1-03"BUILDING COMPONENT SAFETY Q O Q Z Z O H �
LOADING. FAILURE TO PROVIDE SHOP DRAWINGS MAY RESULT IN ADDITIONAL ENGINEERING CREDENTIALS FORTHE FC&PATOTHE ENGINEER FOR REVIEW AND APPROVAL PRIORTO BIDDING. _ } L = _ ~
COSTS DURING CONSTRUCTION. NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF WOOD INFORMATION GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, &BRACING OF METAL PLATE LUZ IL O p W U L o Q LUMEMBERS UNLESS CONNECTION DETAIL IS IN WRITING PRIOR TO INSTALLATION. CONNECTED WOOD TRUSSES"AND TPI 1-02 "NATIONAL DESIGN STANDARD FOR METAL-PLATE- z O OC Z Y LU = LULU Z H J
REINFORCING BAR SHALL BE IN ALL WALL INTERSECTIONS AND AT EACH SIDE OF ALL OPENINGS. - U LU - Ir = Z LU U
CONNECTED WOOD CONSTRUCTION (3 � > 0 O O > _
POURED DOWNCELLTO BE AT EVERY GIRDER LOCATION AND REINFORCING BARS SHALL BE AT ALL DBL. ALL NAILS,SCREWS,AND BOLTS SHALL BE HOT-DIPPED GALVANIZED. LUZ O LU 0 LU 0 � LLI O
TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. "� ~ = J W = Ei LUGIRDER TRUSSES OQH � z0LLLLJ = Z0-
SEE NOTES FOR SHOP DRAWINGS. O U J O LU � _ _O - O
UILMO �- M < fru)
LU - - Er p > W FLU -
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED FROM = LU Z L p O H p U LU
STEEL MEETING THE REQUIREMENTS OF ASTM A446,GRADE A,AND SHALL BE HOT-DIPPED LL D- O CO Q (n Q >- = W LU
Q
GALVANIZED. OLLUU) 0ZLLU IYOHO p
CONCRETE NOTES: REINFORCING STEEL NOTES: R703.8 FLASHING. Z = Er LU Z Q Er
p 0 LL
IN HIGHLY CORROSIVE ENVIRONMENTS,CONNECTOR PLATE AS WELL AS THE HURRICANE STRAPS AND U LU Q 0 O 0-
CONCRETE HAS BEEN PERFORMED IN ACCORDANCE WITH ACI 318 05, BUILDING CODE CE
REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL,SCALE,AND RUST AND APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN A MANNER TO ALL THE NAILS,SHALL BE HOT DIPPED GALVANIZED,TRIPLE ZINC S 185 COATED OR MADE OF STAINLESS E5 O O LU z a- p _
REQUIREMENTS FIR STRUCTURAL CONCRETE STEEL. O J LL O Z W =
PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TOTHE BUILDING W >- 0 Q W Z 3 W = W LL J
NORMAL WEIGHT CONCRETE (145 PCF) 28-DAY COMPRESSIVE STRENGTHS. STANDARDS AND SPECIFICATIONS. STRUCTURAL FRAMING COMPONENTS.SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY W J U m Q CO 0_ O >
PILING 5000 PSI WITH AO WATER-CEMENT RATIO WITH AAMA 711.THE FLASHING SHALL EXTENDTOTHE SURFACE OF THE EXTERIOR WALL FINISH. HANDLING, ERECTION,AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS PLATE 0 - < H = = LU LLI J Z O
SHALLOW FOUNDATIONS 2500 PSI. HORIZONTAL AND VERTICAL BARS SHALL LAP 60x BAR NO. SEE LAP SPLICE SCHEDULE UNSCHEDULED APPROVED CORROSION-RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING INSTITUTE RECOMMENDATIONS. 0- (n H LZIJ 0 z . Q 0- O
PILE SUPPORTED FOUNDATIONS 5000 PSI WITH AO WATER-CEMENT RATIO Z Z Z = W Q W
COLUMNS, BEAMS, AND ELEVATED SLABS, 3000 PSI. FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. LOCATIONS: O 0 O 2 O � _ U) O = U Q
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. - 0- U LU k H 0 p H =
CONCRETE SLUMP SHALL BE AS FOLLOWS SLUMP IN INCHES TENSION LAP SPLICE SCHEDULE: CONNECTORS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED IN THE DRAWINGS W LLu = D (D = LU Z Z_
MIN MAX 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR REGARDING STEEL YIELD OR ULTIMATE STRENGTH,STEEL GRADE, DIMENSIONS(LENGTH AND WIDTH), D = 0 w Z 3: U � 0 Q cn Z
MASSIVE SECTIONS, PAVEMENTS, AND SLABS 1-1/2" 4" PLAIN REINFORCEMENTOPENINGS SHALL EXTEND TOTHE SURFACE OFTHE EXTERIOR WALL FINISH ORTOTHE WATER- W J p Q Q J Z Q 2i Z LU
SLABS, BEAMS, WALLS 3" 5" = J Z LU = J O = O LU O J
THIN WALLS, COLUMNS 3 1/2" 5" BAR MASONRY OTHER THAN Tor Tor BARS RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR THE SAME GENERAL SHAPE,WILL NOT BE ACCEPTABLE. H Q Q 2 U Q U p 2 IY U U
NO SPLICE 3 0 0 0 r S I 4 0 0 0 r S I 3 0 0 0 r S I 4 0 0 0 r s I OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR
MINIMUM CONCRETE CLEAR COVER SHALL BE: 3 - - 16" 16" 21 " i s " OTHER APPROVED METHOD: THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE ROOF SAFELY IN PLACE IN PLACE IN THE
SLAB - 3/4" 4 2 4" 2 2" 1 9" 2 8" 2 4 " EVENT OF HIGH WINDS TRANSIENT LOADING CONDITIONS DURING CONSTRUCTION ***FAILURE TO
BEAMS AND COLUMNS- 1-1/2" 5 3 0" 27" 2 8" 13 5" 3 0 " COMPLY WITH THESE PARAMETER WILL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND LO
7 42"
TIE COLUMNS - 3/4" 6 36" 351, 3I ^ 46" 40 " ,
EXPOSED UNPROTECTED CONCRETE- 1-1/2" 48" 42" 1 63" 1 54 "
1.1. THE FENESTRATION MANUFACTURERS WRITTEN FLASHING INSTRUCTIONS. ALL CONSEQUENTIAL DAMAGES CAUSED BTTHE HORIZONTAL THRUST DEVELOPED BYTHE ROOF O
FORMED CONCRETE BELOW GRADE - 3" 1.2. THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. FRAMING DUE TO SUPERIMPOSED LOADING AND TRANSFERRED INTO THE BEAMS,WALLS,AND
UNFORMED CONCRETE BELOW GRADE - 3" 1.3. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200,OR FMA/WDMA 250. COLUMNS. IM
PROVIDE CORNER BARS LAPPED ANDTIEDTO EACH BEAM REBAR,TYPICAL AT ALL CORNERS,THESE 1.4. IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED DESIGN PROFESSIONAL. LO
PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.I.'S "MANUAL OF STANDARD CORNER BARS SHALL BE THE SAME SIZE AS LONGITUDINAL BEAM BARS,SEE DETAILS FOR ADDITIONAL
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES."(A.C.I. 315) CONTRACTOR SHALL SUBMIT SIGNED SEALED DRAWINGS OF ALTERNATE CONNECTION DETAILS AT
INFORMATION. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. U
DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "MANUAL OF 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION." AS PUBLISHED BY THE REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY SUPPORTED AND WELLTIED WITH BAR CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED. SUPPORTS AND SPACERS. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. THE ENGINEER AND ITS CONSULTANTS OR DESIGN PROFESSIONALS WILL NOT BE RESPONSIBLE FOR ANY
U DAMAGE CAUSED AS A CONSEQUENCE OF TERMITE INFESTATION.
CONCRETE CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE "SPECIFICATIONS FOR ( ,
STRUCTURAL CONCRETE FOR BUILDINGS" (A.C.I. 301) REINFORCING STEEL IN FOOTINGS SHALL BE ASSEMBLED AS MATS WITH BARS EQUALLY SPACED AND 3. UNDER AND ATTHE ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE USED TO
ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL v
WIRED TOGETHER AT EACH INTERSECTION BEFORE CONCRETE IS PLACED. FACILITATE DESIGN OF FOUNDATIONS, WALLS,AND BEAMS.THE CONTRACTOR SHALL SUBMIT TRUSS J CONSTRUCTION LOADS SHOP DRAWINGS FOR REVIEW BYTHE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION. J
DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS
CONCRETE BEAM SIZES MAY BE INCREASED AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO VERTICAL BARS ABOVE. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.FIT BLOCK COURSING. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS ..0L
AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT.
MEASURING, MIXING, TRANSPORTING, ETC. COLUMN OR WALL REINFORCING ABOVE.
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF A.C.I 301 AND ASTM C-94 FOR DOWEL SHALL BE HOOKED"L" AT BOTTOM AND SHALL BE LAPPED 36 BAR DIAMETERS WITH THE O
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD Ir
-
FRAME CONSTRUCTION.
CONCRETE TICKETS SHALL BE TIME-STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM
TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL 7
POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY SUCH THAT A DRAWING S SCHEMATIC �N NATURE NOT 6. AT WALL AND ROOF INTERSECTIONS. L
BATCH IS HELD FOR LONGER THE 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. a O
ACTUAL SHAPE OF BUILDING _ -
CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK. CIO
CU 1 13e
OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. 3 7. AT BUILT-IN GUTTERS. U
FBC PROVIDES AN EXCEPTION FOR RESIDENTIAL CONSTRUCTION WHERE CONTROL JOINTS ARE I \ I D
NOT REQUIRED. HOWEVER, IN THAT EXCEPTION, IT SAYS THAT THE EXCEPTION IS ALLOWED �� O W C&C Vasd Roof Wind Pressures 170 B Risk Cat. II H<20 Ft.
WHERE THE OWNER ACKNOWLEDGES THAT CRACKS ARE ACCEPTABLE AND UNDERSTOOD. W z Gable Roof 7 to 20 Degrees Gable Roof 20 to 27 Degrees Gable Roof 27 to 45 Degrees Gable Roof 0 to 7 Degrees
This report has been electronically signed
z O (1-1/2":12 to 4":12") (4":12 to 6":12") (6':12' to 12':12') (Flat to 1-1/2 .12 ) p y g
------- ----
O 2 r ----- -- N and sealed using a Digital Signature.
N
Zone 1,2e= +20.7 / -51.3 Zone 1,2e= +20.7 / -39.5 Zone 1,2e,2r= +25.4 / -46.5 Zone 1, V= +11.3 / -44.2
2 r 3 r � Lt- Printed copies of this document are not
JOB SPECIFIC GENERAL NOTES: 1 2 r O O Zone 2n,2r,3e= +20.7 / -74.8 Zone 2n,2r,3e= +20.7 / -63.0 Zone 2n,3r= +25.4 / -51.3 Zone 2= +11.3 / -58.4 considered signed and sealed and the
O / O -Zone 3r= +20.7 / 88.9 Zone 3r= +20.7 / -74.8 Zone 3e= +25.4 / -63.0 Zone 3= +1 1.3 / -79.6 signature must be verified on any electronic O _
1. HOUSE IS IN A NEGLIGIBLE WEATHER AREA O / 2r 3r ca copies.
� I / Hip Roof 7 to 20 Degrees Hip Roof 20 to 27 Degrees Hip Roof 27 to 45 Degrees
2. HOUSE IS IN A VERY HEAVY TERMITE AREA. // / _j (1-1/2":12"to 4":12") (4":12"to 6":12") (6":12" to 12":12")
/ 2r // m Zone 1 = +20.7 / -46.5 Zone 1 = +20.7 / -37.2 Zone 1 = +19.8 / -39.5 ,``���I► �� O
3. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200. = // O CD Zone 2r= +20.7 / -60.7 Zone 2e,2r,3= +20.7 / -51.3 Zone 2e= +19.8 / -47.1 `�.��0��. RE•SANOF-*
4. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25 // + Zone 2e,3= +20.7 / -65.4 Zone 2r= +19.8 / -59.5oo
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- ---1-------------------------------I- No 64781 W - 2S
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Zone 3= +19.8 / -63.5 L5. SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR WALL FINISHES, CEILING _ *; * •.,t _ Q O (6
FINISH AND INSULATION -
---- 3 a :�'. STATE OF �/� Q
6. GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS 3 Lr------- - �� o (D ��
Q 1 .6h Min. Plywood Decking Requirements 170 Q ••• 4-N
��'� ORS .P �
7. TILE IN SHOWERS MUST BE BACKED BY"DURA ROCK" CONCRETE BOARD OR EQUAL Exp. B Risk Cat II �'��S/ONA1- �`� J X
S
0.2 h � 0.6 h Min Plywood Thicknes 19/32" ��ii I I I I��� X 0
8. EGRESS WINDOWS COMPLY WITH 2O20 FBCR 7TH EDITION R310.2.1 EXCEPTION #1 MIN. o I OI a - 3 0 > Q X
Min.Nail 2-1/2"x0.131"RS
NET CLEAR OPENING OF 5.0 S.F. I I ALL VALLEY TRUSSES SET OVER ROOF
h=Building Height - S acein Ed e/Field 6"O.C./6"O.C.
P g g SHEATHING AND SHALL BE ATTACHED Digitally signed
9. DRYER VENT TO OUTSIDE 1 � - __ CO TO THE TRUSS BELOW W/ A SIMPSON SCO�� r y
O STRAP AS LISTED IN THE STRAP SCHEDULE b Scott r
10. LOW FLOW PLUMBING FIXTURES 3 LL- -----J IF NOT SPECIFIED BY TRUSS COMPANY sanders 1 / 1 3/202 1 1 0:5 2: 1 5 AM
FLAT ROOF I 3 sanders Date: 2021 .01.1 s
o ZONES 0.6h VALLEY CONNECTION DETAIL 15:49:39 -06'00' A- 2
SCALE: N.T.S.
Scale As indicated