705 SAILFISH DR - PORCH ADDITION DRAWINGS GENERAL NOTES EPDXY NOTES Q
1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER
EDITION,ACI, NDS,APA AND ASCE7-10. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 0°
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE o
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TOT E oo
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: o
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO `� Q
COMMENCING CONSTRUCTION. HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. z
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED AND DIRECTICNS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN Z v
OTHERWISE ON THE PLANS. ACCORDANCE WITH APPLICABLE SAFETY LAWS. 24'-0" z o
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5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 9'-0" �' 7-6" 7'-6" v o
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OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. PSI AND TENSILE STRENGTH OF 2,300 PSI. /\ /\ o
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT \ B J \ B / co-
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
ASSUMING 2000PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR O I I I ( 1 I m
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH S -�--J L--J L--J I o
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT, AND OIL. i I 1 uj o
V-01zc7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY T 1E b I Io 0
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 0) I I F
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED INT IS 1 C I w z
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE I I
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL O
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK.
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE SHEATHING NOTES o _ _ I_ _N _o_ S0.01
RESPONSIBILITY OF THE CONTRACTOR. Co } /
FOR WALL SHEATHING: � I - �
CONCRETE NOTES 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN ( t° / I o
7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. N // ``'
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST -j //
EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST Z. 5/16" HARD[-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAI S r-- ( / W
EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AT 6"O.C. ON EDGE, 8"O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. 1 T-0"�I`
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FOR ROOF SHEATHING: I 6" 2" S0.01 z U) N
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN
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CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Yz" INCHES FOR 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. I ( I I o V Q W J
FOUNDATIONS,AND %4'FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH I ( T-0" co Z > LL
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD -IA F -,
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. CONDITIONS, BLOCK PANELS AT 12"O.C. I I ( I I I I W p U
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FOR FLOOR DECKING D m
4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS z LL
VAPOR BARRIER AND TERMITE TREATED SOIL. THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. z W J F-
2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND - Q Z Z
5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, MINIMUM 3/4'THICKNESS. u) Q
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 20'-0" 4'-0" � J
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE CONVENTIONAL FRAMING NOTES w '` Q
FOOTING. CC
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6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL 1. NOTES BELOW TO BE TYPICAL, UNLESS NOTED OTHERWISE ON PLAN VIEWS.
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 CONVENTIONAL FRAMING LUMBER IS No.2 SYP.
CONCRETE REINFORCEMENT"
3. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOUNDATION PLAN
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., _
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 4. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS.
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (6) 16d TOE-NAILS.
WHICHEVER IS GREATER. q� 8"x8"THICKENED EDGE WITH
6. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE (1)#4 CONTINUOUS m
9. CORNER REINFORCEMENT SHALL BE LAPPED 25". RAFTER AND(5)8d NAILS INTO THE TOP PLATE. o
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10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 7. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER WITH(3)#5 BARS EACH WAY o c) 20 �; o
10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH AND(5)8d NAILS INTO THE SLEEPER. a v Q o
10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 36"x60"x12"DEEP FOOTING
10.3. 11/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON (2) A35 WITH (12) 8dX1-1 2" -: _ WITH#5 BARS AT 12"O.C.
REINFORCEMENT.
NAILS. EACH WAY
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, 9. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM,
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE (11) INTO STUD BELOW.
DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. rte^
10. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH V J <
12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF INTERSECTION OF SLEEPER AND EXISTING FRAMING. W
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 8"THICKENED EDGE WITH(1)#4 � ^
13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF 4X4 SYP COLUMN FOR COMMON RIDGE BEAM SUPPORT. FASTEN RIDGE TO 8"THICKENED EDGE WITH(1)#4 12"#5 REINFORCEMENT BARS ® L.L.
STEMWALL MUST BE FILLED.
COLUMN WITH(2) MSTA18. FASTEN COLUMN TO TOP 4X12 BEAM BELOW AT 48"O.C. MAX z
14. WITH (2) MSTA18. FILL ALL HOLES WITH 10d NAILS. EXISTING FOUNDATION iv EXISTING FOUNDATION
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FRAMING NOTES LOAD TABLE COMPONENT AND CLADDING ' ° T iT` �`4" SEE PLANS FOR CURB HEIGHT
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1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING -_ ��-�
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD ROOF: DESIGN PRESSURES
CONSTRUCTION. LIVE LOAD: 20.0 PSF _ i I
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DEAD LOAD: 7.0 PSF EFFECTIVE INTERIOR ZONE S , � C I / f I I =, - = �. : , , 1 I ,; i �-
END ZONES PSF -- r'?1 -s -- i
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. AREA, SF PSF -} ( _� I - ��/ i ? -_ i I; .__' + -f _ I I ! - I L
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CEILING: h1 , I % ' I , Ste; 16 MIL VAPOR BARRIER OR
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE DEAD LOAD: 5.0 PSF 0-20 24.4 -32.0 24.4 -26.6
8 8 EQUIVALENT WATERPROOFING
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER BETWEEN COMPACTED SUBBASE
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT WIND LOADS: 20-50 22.9 -28.8 22.9 -25.
AND FOOTING SLAB LL
WIND SPEED: 130 MPH
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE EXPOSURE: C 50-100 21.6 -27.2 21.6 -24.0
TREATED. IMPORTANCE: 1.0
20.8 20.8 SECTION 3 S E CT i O N
-24.4 BUILDING CATEGORY: 11 100-200 C
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. ENCLOSED BUILDING:
INTERIOR PRESSURE COcl)co
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6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. COEFFICIENT: 0.18 Ul CN
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ROOF PITCH: 6:12
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7. DIMENSION LUMBER cc
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
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7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
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7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
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RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND
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LENGTH PER THE DETAILS. a`) 9
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8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
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8d=0.131"x 2-1/2" C) o
10d=0.148"x 3" O< -0 r
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12d=0 .148"x 3-1/4"
16d=0.162"x 3-112"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN
AND/OR THE FOOTING DETAILS SHEET.
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10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. `. .°•• "
OF° ,R 59326
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DECK FASTENED TO FRAMING WITH 8d
RING SHANKS AT 6"O.C.ON EDGE AND
12"O.C. IN FIELD. BLOCK ALL EDGES
OR USE(1) PLYWOOD CLIP PER SPAN.
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2X6 SLEEPER FOR RAFTER TO BEAM WITH(2) H2.5A,ALL
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• 4X6 ROOF RAFTERS AT 30"O.C. `t WALL. £.
• 4X8 HIP RIDGE BEAMS - � Y
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• 4X8 COMMON RIDGE BEAMS. FASTENED WITH(2) ROWS 10d AT
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`- - - ((_ 16"O.C. STAGGERED. MINIMUM
74� 24"LAP WITH(12) 10d IN LAP. ®• 8
SEE CONVENTIONAL FRAMING NOTES
; 2'-0" ,- --=-7 „_ ', - 2X4 KNEE WALL STUDS AT 16
FOR FASTENING SPECIFICATIONS. _4
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EXISTING CMU WALL
Sheet No.
SECTION 2 h:NEE WALL SECTION
3/4 1 0 3�4 11-01, S1 , 01
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