HomeMy WebLinkAbout497 Red Rose Ln #17-2364- NSFHCOUNTY ST
IMPACT FEE STATEMENT G�
STA'T'EMENT NUMBER: 17100006 DATE: September 05, 2017
BUILDING APPLICATION #: 17-10000638
BUILDING PERMIT NUMBER: I/-10000638
-,3-s
/ r
UNIT ADDRESS: RED ROSE LN 497 21-19-30-510-0000-306
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAIdE : 'TAYLOR MORRISON OF FL INC
ADDRESS: 2600 LAKE LUCIEN DR 4350 MAITLAND FL 32751
LAND USE: SFR DETACHED
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 497 RED ROSE LN / LOT 306 SFR DETACHED
THORNBROOKE PH 4
--------------------------------------------- ----------------------------------
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
--------------------------------------------- ----------------------------------
ROADS-ARTEFIALS CO -WIDE ORD
Single Family Housing
705.00
1.000
dwl
unit
705.00
ROADS -COLLECTORS N/A
Single Family Housing
.00
1.000
dwl
unit
.00
FIRE RESCUE N/A
.00
LIBRARY CO -WIDE ORD
Single Family Hous'
54.00
1.000
dwl
unit
54.00
SCHOOLS CO-WDE ORD
Single Family Housing
5,000.00
1.000
dwl
unit
5,000.00
PARKS N/A
.00
LAW ENFORCE N/A
.00
DRAINAGE N/A
.00
AMOUNT DUE
5,759.00
STATEMENT �pp a + ��- �j
RECEIVED BY: Jrii�lti.9�. ){`r��e'ojcJ__ _ SIGNATURE: - , (PLEASE PRINT NAME )1 O 'Z 7j IV
DATE:
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT 14AY RESULT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT
2 -FINANCE 4 -LAND MANAGEMENT
**NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED,
FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356,
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32 771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NUT***
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING; SIGNATURE DATE ABOVE
* DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
Revision
Response to Comments El
Permit 9 / 7 QZ:3 6
Project Address: Iq -(
Contact: Daphne
p1l: 407-267-6940
Email: daphneclarkinc@cfl.rr.com
Trades encompassed in revision:
\dBUilding
El PlUrribing
❑ Electrical
El Mechanical
0 Life Safety
El Waste Water
SUbmittal Date
4v— )kII
Fax:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email- building@sanfordfl.gov
11/8/17
General description of revision:
ItOUTING INFOlaIATION
Approvals
Departitieut
❑
Utilities
❑
Waste Water
El
Planninc,
El
Engineering
13
Fire Prevention
El
ffilildillg
SUbmittal Date
4v— )kII
Fax:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email- building@sanfordfl.gov
11/8/17
General description of revision:
ItOUTING INFOlaIATION
Approvals
GENERAL NOTES
FOUNDATIONS
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM
BEARING CAPACITY 2000 PSF
TERMITE TREATMENT
THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE
PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT
(BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES.
CAST IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO
ASTM A-615 GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1 AxW1.4
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN.:12 BAR DIAMETERS (EXCLUDING
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND
AT EACH END SHALL BE PROVIDED.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
CENTER TO UPPER 1/3 OF THE SLAB.
BOLTS AND THREADED RODS
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
MASONRY WALL CONSTRUCTION
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
PSI (fm = 1900 PSI)
2, MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE
PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE.
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR
POSITIONERS IN MIDDLE OF WALL
7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O.
8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2"
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM, PLASTIC SCREEN, METAL
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO
CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
CONSOLIDATION,
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC.
STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING),
SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED
LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND)
CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED
WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL
BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM
NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD.
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY
(MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE
DESIGNED AND DETAILED BY OTHERS.
6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH
SIMPSON HSS2 STUD SHOES, TYP U.N.O.
7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE
CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST
CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED
GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES
NOT.
8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR
MASONRY IS TO BE PRESSURE TREATED.
9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
WOODEN TOP PLATES.
10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS
ENGINEERED LUMBER
ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
VALUES AS FOLLOWS:
COLUMNS BEAMS STUD
E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.Q. E = 1,500,000 Ib/int U.N.O.
Fb = 2500 Fb = 3000 Fb = 2200
Ft = 1500 Ft = 1700 Ft = 1500
Fc ll= 3000 Fc 11= 3000 Fc 11= 2100
Fc j = 900 Fc j = 900 Fc j = 450
Fv = 285 Fv = 285 Fv = 150
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
CONDITION U.N.O.
CEILING CONSTRUCTION
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS
OTHERWISE SPECIFIED.
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
LIVING SPACE IS ABOVE THE GARAGE.
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
MINIMUM G50 ZINC COATING
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
PRESERVATIVE WOOD TREATER.
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES
OF PRESSURE TREATED WOOD.
PREFABRICATED WOOD TRUSSES
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE
ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL
FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES.
THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS
AND STRUCTURAL PLANS FOR MORE INFO.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO
DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE
CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY
TRUSS ENGINEER OF RECORD
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
LATEST EDITION OF ANSI TPI 1.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
MANUFACTURER UNLESS NOTED ON PLANS
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS:
TOP CHORD: Lr = 16 PSF
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
DL = 14 PSF (TRUSS OVERBUILD)
BOTTOM CHORD: DL = 5 PSF
MINIMUM FLOOR DESIGN LIVE LOADS:
A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT)
C) DECKS = 40 PSF D) STAIRS = 40 PSF
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
MINIMUM FLOOR DESIGN DEAD LOADS:
A) FLOORS = 15 PSF B)BALCONIES = 15 PSF
GENERAL LOADING:
ATTIC WITHOUT STORAGE = 10 PSF
ATTIC WITH LIMITED STORAGE = 20 PSF
GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF
GUARDRAILS IN -FILL COMPONENTS = 50 PSF
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" Q.C. MAX & 4" FROM
EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3)
12d TOENAILS EACH END.
-TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS
MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS
DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O.
PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
TABLE WITHIN BCSI-133).
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133.
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
FIELD REPAIR NOTES
1. OMITTED REBAR
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
BEND).
2. STRAPS/CONNECTOR SUBSTITUTION
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
& LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL
MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
3. STAIR CONSTRUCTION
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.)
4. METAL STUD SUBSTITUTION
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
5. OMITTED J -BOLT
-1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH
MIN, 7" EMBEDMENT.
1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
6. MORTAR JOINTS
-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D)
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN.
"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2)
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
7. OVERHANGING CMU WALL
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
CELLS PER PLAN.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/811, GROUT FILL FIRST (3) COURSES
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
STRUCTURAL STEEL
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy =
35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI,
2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS
SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC)
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA.
TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307
SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE
3/6' UNO.
3. SUBMIT SHOP DWGS INDICATING ALL. SHOP AND ERECTION DETAILS INC. PROFILES,
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS,
FASTENERS, LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
DESIGN PRESSURES
WIND DESIGN LOAD INFORMATION
WIND SPEED (ULTIMATE) 139 rnph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
RISK CATEGORY II
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
LINTEL PLAN
WIND PRESSURE & SUCTION
EFFECTIVE
SD2
GENERAL DETAILS
(PSF)
WIND
SD4
SD5
GENERAL DETAILS
TWO STORY DETAILS
(+)ALUE DENOTES PRESSURE
AREA (SQ FT)
UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS
%AAAA�19911�90®
(-) VALUE DENOTES SUCTION
AREA
(4)
CO
10
(+) 21.2
(+) 21.2
W
(-) 22.9
(-) 28.3
20
(+) 20.2
(+) 20.2
(-) 22.0
(-) 26.4
50
(+) 19.0
(+) 19.0
(-) 20.8
(-) 23.9
100
(+) 18.0
("h) 18.0
IJ
LL
(-) 19.8
- 22.0
GARAGE DOORS
9'-0" x T-0"
16-0" x 7'-0"
(+) 18.4
+
(-) 20.9
(-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM 5 5
4 4 I✓�
5 5
a
STANDARD DESIGN PRESSURE NOTES
1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE.
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 5'4" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS AREA. OPENING PROTECTION
REQUIRED. REFER TO SECTION R301.2.1.2 OF THE
RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS
OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO
SHEET I SHEET TITLE
S1
S2
S3
STRUCTURAL NOTES
FOUNDATION PLAN
DOWEL PLACEMENT PLAN
S4
FIRST FLOOR FRAMING PLAN
S4.1
NOTES & CONNECTOR LEGEND
S4.2
ROOF FRAMING PLA
S5
LINTEL PLAN
SD1
FOUNDATION DETAILS
SD2
GENERAL DETAILS
SD3
GENERAL DETAILS
SD4
SD5
GENERAL DETAILS
TWO STORY DETAILS
S D6
ST1
TWO STORY DETAILS
STAIR. DETAILS
UPDATES
NUMBER I DATE_ I DESCRIPTION
1
2/7/2017
UPDATED PLAN TO INCLUDE ELEV C W/ BFS
TRUSSES PER LOT TB -296
2
3/1/2017
UPDATED PLAN TO INCLUDE ELEV B W/ BONUS W/
(0
O
BFS TRUSSES PER LOT TB -148
3
3/2/2017
UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS
CD
r
TRUSSES PER LOT TB -191
4
3/15/2017
UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS
%AAAA�19911�90®
TRUSSES PER LOT TB -290
RECORD COPY
UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED).
(12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
SANrOPW
.702
%J11111111111 ®
z
Q
CO
N,17e
W
CO
(0
O
CD
r
O ®
Q
Q
%J11111111111 ®
z
Q
CO
N,17e
r--
zy
6.
O
Z0.°
O ®
Q
Q
%AAAA�19911�90®
Z
W
O
W
I-.
D_
O I--
IJ
LL
EE
W T
0
Q E
Z
J
Q 1W
0
W<
�
a -
CL U
�I O
LL
%J11111111111 ®
LU
Q
CO
N,17e
r--
zy
6.
Z0.°
O ®
Zzry
_j
LL
%AAAA�19911�90®
Pl U
O �G �7 c,
o
a
U p o
C
�✓ O �R�a��4slGly\ U
o 7
2 ��vtti
c�
U
W Z
o ®
3 LU
�; ❑ vi E
06 Z
C� ¢ r C. I 'Cr
®f;�c°pn
J in
Z QS�w
Q 9I0-"
O
LU W
� o i
O
V
� D
z
® C:) se
z
® W -�
LU
® 00
Lo
C1 m
o ~a Z
W 0
p Fes- F-
�a p_
STRUCTURAL ENG: CFO / BAD
DRAFTING:
�a
-STRUCT: AML/MR/DJ
CSC CHECK: CC
JOB No. TM - 2170319
SCALE: AS INDICATED
DATE: 03/19/2017
DO
S1 SD2 1
No o SD6 S o
� �. � O N
O
LL L LL LL- U
El ® r _ ® - - -- ® 91
J01 I 0 J05
\ 0 191
J02 BW2 J06
f0
I 0_
J03 F1 0 J22
SD6
J04 PS03 L1\_11
F16 LD02 J23
SD4 SD6 SD4SIM. - -
J04 J23
BUILDER NOTE: INSTALL 4 A B 4 BUILDER NOTE: INSTALL
J04 THREADED ROD NEXT -r0 THREADED ROD NEXT TO J23
S1 COLUMN/ COLUMN
SD5 DO I II I I II \ [BW: J23
J04 SD2 2x6 #2 SYP CUNT. LEDGER TO F1�
A
H2X8 _ COMBO TRUSS UNDER 2nd SD6
® _ —._ FLOOR WALL W/ (2) 16d NAILS J23
_ - @ 4" O.C.
F13 ,
- I A H2X6 f J22
BW1
BW4 S1
-2x12 SYP #2 LEDGER W/ FH11 F1 A H2X8_ BW4 F1 SD6 J06
(5) 1/4" x 3-1/2" SDS I _ _ _ _ ___ _ _
SCREWS TO EA. FLOOR I - y2 D VO'1
TRUSS. ATTACH EA. BW4 \�jp SIM. LD02 ® J05
ROOF TRUSS TO I ( SD4 ® – —
LEDGER WITH SIMPSON
® � J07
HUS26 W/ (14) 10d X
1-1/2" NAILS TO LEDGERQ0 LO
& (6) 10d NAILS TO - JU7 o
6'
S1 I TRUSS. I ( 1
p I J07
D0
- S1 SD2
SD5 aCD J06
) (cl__1
II
- 0 -H-1--- - ®U EW LIM j -- - 1 12 U ® IM __®
O O O O O O N N N N (h dT d" Lo Lo LO LO LQ (.O (D (0 1,- 1- O
d0r
(� LL LL L LL LL LL L LL. LL LL LL LLL LL LL LL LL LL LL LL L LL- LL LL U_ r
LL
S 1 (fl "' y�0
O O
NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND
WALL LEGEND
LLI
o
= 9'-4" T.O.M. Jill= = INTERIOR/EXTERIOR
❑
O
BEARING WALLS VERIFY
HGT. W/ ARCHITECTURAL
PLAN U.N.O.
z
O
F- z
O
z z U)
O W 7
CL O t- ry
z
W < W
❑ C� Q ry
n
d LL
a-
,:jO
IL i-
111IMP04
� �5�. a ooaoaoam®� •�jl. A®�. LLf �—
Cj 000
CMJ
z 00Z
IQm
C� aaa opo
9J91l919 LLL
wC )
I
O
0
w `vo��
v
U _ O
0
o z 4{
�v
Oft
car�
z
0
a, U) �!$�
❑ E
C6 (n 8
Q
-. V) r*4 r_
<og
F-
� (� p F
P < E
0 F5
31
W ® Z
J
ILL]
LL
�LU
c.�
� � o
Q z
� in,
N
00
0U)W
0
0000
���
®
Z
U ®
Uj
) Q 0
°0 ��
ca n
6J��DINC
STRUCTURAL ENG: CFG / BAD
S�N��RU DRAFTING:
-STRUCT: AML/MR/DJ
OFPAO" -- -- - --- -.. _
QC CHECK: CC
�? � JOB No. TM - 2170319
w 2
SCALE: AS INDICATED J
FIRST F FRAMING P DATE: 03/19/2017
1/4"=lf-011 S4
COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.