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DESIGN CODE: THE 2004 FLORIDA BUILDING CODE (FBC), RESIDENTIAL, LATEST UPDATES PLAN REVIFEW AND ISSUING
DESIGN CODE: THE 2004 FLORIDA EXISTING BUILDING CODE (FBC), LATEST UPDATES
OF PERMIT DOES NOT RELIEVE CD 2
CONSTRUCTION: TYPE V-B, UNPROTECi'ED C* 0
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BASIC WIND SPEED: 120 MPH CONTRACTOR OF COMPLYING U. C)
(Z) *1 [ M =F M
WIND IMPORTANCE FACTOR: 1.0 (CATEGORY 11 BUILDING) WITH ALL CODES 0 W
INDEX OF [DfRAUJING6 lot lu
INTERNAL PRESSURE COEFFICIENT: 0.45 ( ENCLOSED BUILDING LOCATED IN THE WIND-BORNE DEBRIS REGION) IM to
C10 Lu
MAXIMUM DESIGN WIND PRESSURES (PSF): j
Lu Wj ui
Gi-100 INDEX, DATA AND 61TE FLAN 50 C4
OPENING SIZE (S F) EDGE ZONES (3 10" FROM OUTSIDE CORNERS) INTERIOR ZONE Z
A-300 FOUNDATION FLAN AND DETAILS
0-20 +26 and (-)35 +26 and (-)29 9= U) Ng
21-50 +23.2 and (-)30 +23.2and (-)26 A-301 FLOOR FLAN AND ROOF FLAN UJ C) 0 0
N 4 j
51-100 +31 and (-)37 +31 and (-)34 A-302 SECOND FLOOR FLAN > qT L&
>100 +22and (-)27 +22 and (-)25 x
A-303 LOWER ROOF AND FLOOR FRAMING
DESIGN LIVE LOADS: xxxx Park Terrace West , Ati ntic Beach , Florida
ROOF: 20 PSF WOOD STRUCTURAL PANELS USED FOR A-304 UFFER ROOF FLAN
ATTICS WITH STORAGE: 30 PSF PROTECTION FROM WIND BORNE DEBRIS A-30.5 EXTEfRIOR ELEVATION&
SHALL BE FASTENED PER TABLE R301.2.1.2.
ATTICS WITHOUT STORAGE: 10 PSF A-30ro EXTERIOR ELEVATION&
FLOORS/STAIRS: 40 PSF M,450NIRY: A-301 5UILDING 5ECTION6
MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC CHAPTER 21 AND IN
ACCORDANCE WITH THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-99. A-300 WALL aECTION6, DETAIL&
1uj_j
ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' AND REQUIRES A 1-HOUR INITIAL SET R U-
MATE IAL 6FECIFICATION6: A-320 FLA&HING DETAIL& II,_ -
TIME BETWEEN LIFTS. ul u
Ln 0<
CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. W
CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET 6TEEL1. W
AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). (D A
In
IN ACCORDANCE WITH ACI 530 STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC CHAPTER 22.
THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S. MORTAR PROVIDES A DESIGN COMPRESSIVE <V) 00
V)W C> V
STRENTH (Vm) OF 1500 PSI. LU In Y.ul r-4
In�)N it
V<
GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 woo[): CDC)
PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC CHAPTER 23, EXCEPT AS NOTED IN THESE PLANS.
ACCORDANCE WITH ASTM C 1019.
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40
STRUCTURAL STEEL: SHALL BE ASTM A36. THE "FASTENING SCHEDULE)) IN FBC TABLE 2304.9.1 SHALL BE USED UNLESS OTHERWISE IN THESE PLANS.
STEEL PIPE AND STRUCTURAL TUBING: SHALL BE ASTIVI A500 (GRADE B) THE DOUBLE TOP PLATE SHALL HAVE A 4' LAP AND SHALL BE FACE-NAILED WITH (8) 12D SINKERS.
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. 6ILL5 ON CONCRETE: 5 1 T . DAT
ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36.
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM F 436 GRADE 36. THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION THROUGH TOTAL LOT 51ZE 1131S 6F THIS STRUCTURE IS LOCATED IN THE WIND-BORNE <
THE DOUBLE TOP PLATE. THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING DEBRIS REGION.OPENING PROTECTION IS REQUIRED.
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. AFTER THE ROOF SYSTEM IS INSTALLED TO ENSURE THE CONNECTION IS FREE AND CLEAR OF GAPS. HOU&EFOOTFRINT 3c3a3 5F Wir4ows In buddings located in wind-borne debris regions shall have glazed openings
protected from wind-borne debris.Glazed opening protection for wind-borne debris shall
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS: DIRIVEWA**f 1330 &F moet the requirements of the Large Missle Test of ASTM E 19%and of ASTM E-11M,
* SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET SPACED @ 6' O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' O.C. SSTD 12,or TAS 201,202 and 203 referenced therein. 0
* SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE AT AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END OF THE-PLATE. TOTAL IMPERVIOU5 .5313 5F LL
ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES.
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALANIZED, Z-MAX OR STAINLESS STEEL. SILLS ON CONCRETE SHALL BE PRESSURE TREATED (PT) SYP #2. f=CT LOT COVERAGE 30.51 FGT
NAILS: ALL NAILS EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL.
ALL NAILS EXPOSED TO FIRE-TREATED LUMBER SHALL BE STAINLESS STEEL. u
ROOF A,56EMBLIES: EXTERIOR WALL 4 INTEfRiOR 5HEARWALL 6HEATHING.- <
ui
ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC CHAPTER 15. PROVIDE APA RATED SHEATHING WHERE STUCCO, BRICK OR STONE VENEER, OR HARDIPLANK LAP SIDING ARE INDICATED ON PLANS. co
PROVIDE APA RATED SHEATHING AT INTERIOR SHEARWALLS. u
FOOTING& AND FOUNDATION6.1 FASTEN �16" THICK SHEATHING W/ 8D COMMON NAILS SPACED 6" O.C. AT PANEL EDGES AND 12" O.C. AT IN"I"ERMEDIATE SUPPORTS.
REDUCE NAIL SPACING TO 3" O.C. AROUND ALL OPENINGS. USE 3" EDGE NAILING IN THE LOWER TOP PLATE ON ALL EXTERIOR WALLS. I fig
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 AND AS NOTED IN THESE PLANS.
SW-3 INDICATES 3" O.C. NAILING IS ALSO REQUIRED AT THE BOTTOM AND SIDE EDGES OF THE SHEATHING. Z
SW-2 INDICATES 2" O.C. NAILING IS REQUIRED AT ALL PANEL EDGES.
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j
MINIMUM ALLOWABLE SOIL BEARING CADACITY 2500 PSI HEADER6/JAC< 5TUD5:
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO
THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL,
BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. F06T AND BEAM FRAMING:
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER THE HEADER AND JACK STUD TABLES IN 2308.9 SHALL NOT BE USED. REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS.
DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY- DENSITY FOR A DEPTH OF ATTACH HEADERS TO POSTS W/ (2) SIMPSON CS20 FLAT STRAPS W/ (7) 1ODx1.5"' NAILS TO' HEADER AND, (7) 1ODxl.5" NAILS TO U)
2'-0" BELOW THE BOTTOM OF THE FOOTING. POST. ui
NOTCH HEADERS UNDER TOP PLATES AND BEAR-ON-JACK STUDS OR USE SIMPSON HUC410 HANGER W1 (8) 16D TO WALL (8)
MA&ONRY 6TEMWALL6: 16D TO HEADER.
MASONRY STEMWALLS SHALL BE IN ACCORDANCE WITH FBC SECTION 1804.6 AND AS NOTED IN THESE PLANS. ANCHOR POSTS TO FOUNDATION W/ SIMPSON ABU POST BASE W/ (1) %" THREADED ROD SET 7" INTO FOOTING AND (12) 16D ui
SEE BELOW FOR MASONRY SPECIFICATIONS. NAILS TO POST OR USE (1) SIMPSON HTT1 6 W/ (1) %" THREADED ROD SET 7" INTO FOOTING (18) 16D NAILS TO POST. u
STEMWALL TO BE A MAXIMUM OF (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEMWALL WILL EXCEED ROOF AND CEILING FRAMING: 14
(6) COURSES IN HEIGHT.
STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. ALL CONVENTIONAL FRAMING SHALL BE SYP #2.
WHERE THREADED RODS ARE EMBEDDED 12 it INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE Ljj
PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE FIRST TWO RAFTERS OR TRUSS SPACES
FILLED. FROM THE GABLE ENDS.
CONCRETE:
CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC CHAPTER 19. ROOF 6HEATHING AND DIAPHRAGM ATTACHMENT: 14 ,low
<
STEEL REINFORCEMENT., USE 15/32" APA RATED SHEATHING FASTENED W/ 8D NAILS 6" O.C. EDGES, 6" O.C. INTERMEDIATE. 0.
STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC SECTION 1908, ACI 318 AND AS NOTED IN THESE PLANS. GABLE ENDWALL5: 7%r- x
CONCRETE COVER SHALL BE IN ACCORDANCE IWTH FBC TABLE 1908.6 AND AS FOLLOWS: PROVIDE PLATFORM FRAMING IN ATTIC OR BALLOON FRAME WALL STUDS AT ALL GABLE ENDS. x
3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH x
2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND GENERAL NOTE5 x
1y2" FOR CONCRETE NOT EXPOSED TO WEATHER OR I CONTACT WITH GROUND
VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24 WHICHEVER IS GREATER. 1. CODES USED: 2004 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-02. ALL LATEST EDITIONS UISED. We hereby expressly
P). 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING NONE==" reserve the property
CORNER REINFORCEMENT SHALL BE LAPPED 30 rights to this drawing
JURISDICTION OVER THE WORK. 2 and it is not to be
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONISTRUCTION. reproduced, copied in
ony format or manner
OF ACI STANDARDS. ALL REINFORCING STEEL 'SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESORIES 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONILY. DETAILS SHALL GOVERN whatsoever without first
DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: obtaining our express
CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. written permission and
MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA. consent.
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS. oeivid Utz PX23i
SLA5 -ON GRADE MATER planS E 3M"r Inc. PROJECT NUMBER
Wolf 00 st.Sery
METALS:
UNLESS NOTED OTHERWISE ON THE PLANS, SLAB THICKNESS IS 4 SLAB SHALL BE POURED OVER A 6 STEEL CHANNELS ASTM-C-645 ---- --------- ------------- -- ------------ ---------
MIL. VAPOR BARRIER AND THE SOIL SHALL BE TREATED WITH TERMITE POISON PRIOR TO POURING. WELDED WIRE FABRIC ASTM-C-185
CEILING GRID ASTM-C-635
6x6 W1.4xW1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8
THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH 1/2". GYPSUM WALLBOARD
USG FIRE CODE CORE ASTM-E-136-93 LF T. SERV. INC.
THREADED ROD: CON LANS EXAMI ER
GYPSUM BOARD ASTM-C-36, C-1396,CSA A82-27M JEFFREY A. HELI STROM REG # 35538
CORNER BEADS, TRIM ASTM-C-1047
THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP PLATE. JOINT COMPOUND AND TAPE ASTM-C-475-94 PLANS REVIEWED R COOE CO PLIANCE
TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE FOLLOWING LOCATIONS:
SPACED @ 6' O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 6' O.C. FLOOR FINISHES 7 0
CERAMIC TILE ANSI A 137.1
AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END OF THE PLATE.
ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. FASTENERS ASTM F 1667-95 UTZ
THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF SYSTEM IS INSTALLED. DRIVEN FASTENERS ASTM-C-954-93
STEEL DRILL SCREWS FOR GYP BD PLANS EXAMINER LICENCE NO. X2311 1 OCT 07 PERMIT ISSUE
VERTICAL FRAMING: ELECTRICAL DATE ISSUE/REVISION
USE 2x6 SPF#2 STUDS FOR ALL EXTERIOR WALLS AND 2x4 STUDS FOR ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE CIRCUIT BREAKERS UL E-1 1592 DRAWN BY: CHECKED BY:
IN THESE PLANS. OUTLETS UL 498 TB GV
SWITCHES UL 20 7 14 3 0
SPACE STUDS @ 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS.
SPACE STUDS @
24" O.C. MINIMUM AT ALL INTERIOR NON-BEARING WALLS. SWITCH BOXES UL 514A
ELECTRICAL CABLE R E F. INDEX
USE SPF STUD GRADE (OR BETTER) FOR ALL WALLS UP TO 8 . USE SPF #2 (OR BETTER) FOR ALL WALLS OVER 8f HARD DRAWN ASTM B-1
U.N.O. IN THESE PLANS. MED. HARD DRAWN ASTM B-2 DATA
USE SYP #2 TOP PLATES AND PIT SY? #2 SILL PLATES. SOFT OR ANNEALED
COPPER WIRE ASTM B-3 0C_r I AND
IN GENERAL, THE THRU-BOLTS SERVE AS THE CONTINUOUS LOAD PATH FROM THE DOUBLE TOP PLATE TO THE CONCENTRIC LAY ASTM B-6
FOUNDATION. PLUMBING LOCATION
WHERE "CONVENTIONAL STRAPPING" IS SHOWN ON THESE PLANS, USE:
SIMPSON SP2 W/ (6) 10D NAILS EACH END FOR WALL STUD TO TOP PLATE CONNECTIONS @ 32" o.C. PVC PIPING ASTM D 1785 PLAN
SIMPSON CS20 STRAPPING W/ (7) 10Dx1,5" NAILS EACH END FOR SECOND-STORY WALL STUD CONNECTIONS @ 321, O.C. PVC PIPE FITTINGS ASTM D 2466
SIMPSON SP1 W/ (6) 10D NAILS TO STUD AND (4) 10D NAILS TO SILL PLATE @ 16" O.C. AND ANCHOR BOLTS AT 32" O.C.
51TE I=LAN. G100
a I rm% M a I a I ad I A A I I Ao� r%I I A r% ION% IF"%IIQ r�0=1 A A SHEET NUMBER
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4 2500 F'51 6LA15 REINF CM
W/ &x6>110.10 WLUM OVER q4r
'C":op,W,
& MIL POLY VAPOR BARRIER C"
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CLEAN, COMPACTEDANSECT
TREATED FILL LU
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OTHERUJ16E INDICATED, FILL CELL 0
4 LU Ce
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2500 PSI (MIN) CONC FTG 0
W1 205 STEEL CONT LU co 0
19 V > CM 4
=21 LL.
MIN al HOOK ON VERT #5
2 #5 CONT A-30
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41 2500 PSI SLAB
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2 #5 CONT A-30
X
X
X
We hereby expressly
wL reserve the property
rights to this drawing
and it is not to e
A-30 3/4 1 0 reproduced, copied in
12
30 111,41 2
10,A any format or manner
whatsoever without first
obtaining our express
written permission and
consent.
PROJECT NUMBER
0 1-01
0'-5 112" (o' GL OF COL,
GARAGE SLAB
4 2500 P61 SLAB REINF 4 2.500 P61 SLAB REINF THREADED ROD GARAGE 9LA5 4' 2500 P61 SLAE�
W1 &X6110.10 WWM` OVER W/ &X&II0.10 WWM OVER I I V V V
MIL POLY VAPOR BARRIER
I 1 3 & MIL POLY VAPOR 4' 2500 1=61 SLAB,
1 10
1P 07 # 1430
%P 19 14 It 10 4 S7
IV q V q 19 1 ADE VARIE6
CLEAN, C-OMPACTED.IN5ECT 1 #5 CON V V V
TREATED FILL 1 OCT 07 PERMIT ISSUE
Iq
0 Iq WOLF CONST, SERV. IN 11 SEP 07 PRICING ISSUE
#5 VERTICAL 4' 0,C. AND AS CONCRETE FOOTING -I ONSULTANT- PLANS EXA INER
W1 (2) 05'5 CONT, ............................. DATE ISSUE/REVISION
OTHERWISE INDICATED,, FILL CELL Iq REY A. HELLSTROM REG 35538 f
'q 0
EVVED FOR CODE Co
PLIANC DRAWN BY: CHECKED BY:
2500 P51 (MIN) CONC FTG N TB GV
W1 2*5 STEEL CONT 2 *5 CONT all as 21-'.01 2 05 CONT 1 7 0 7
FOUNDATION
DAVID KOUTZ
2 1=01 MIN al HOOK ON VERT 05 PLAN S--EXAM-1 NER LICENCE N-0� PX2311 PLAN
A A AND
I rr N 17
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11 .0
C ' ION T 11 IC (e;) 10NOL THIC STA FR ET
=
A-30 3/4
A 00
I I daft SHEET NUMBER
P=% .4 if�ft-9 A
Cn\ 410 1 1 UZI (3 t—lu'"M L L I I y— U zit:I JL v I Y UVk-o U I I I 1=I I LZ�\C;1 U Lkjk.0C3 U---u I Lq=I I LJC3 ko I \Z:iC:A LU 1 1 \%,3 F- L. I a U VV Y JL U/ J/ dr.V V I I j Z�.U "1111 L-JVV1 V C;r-1UL,Vk.,%j
U7 Ln
gra C%j
6,pra#" i7enemth haWtaWe roms, shall k7e separated from V_ C14
At"h' aboitable rooms above by not less tha" 5/8-Inch Type X
gypsum board or equivalent. Where the separation Is a Uj
floor-c.siling assemiAy, the structure supportini; the FM C)
0�
separation ofistl also be protected I:py--not less than .00
mi
1/2-inch -gypsum 17oard or equivalent. W
on cm
Colling scuttles may be inrstallWl In the gar& z M
.p providinji 0 W
19
It fecolosed U91"s gypsum board as indicated &bow. 4
e2f,2# L* 44 LU
065 or plywood shear walls within the ganage separating LU
the reoidence muet be protected to a �20 minute ,ratinq >M cc =j
LU 4'j
or by 1/2-inch elrywall tO 1;8 G013919tent W" thS prot4etid" LU
L2 -0 V 241-4* 41-41 21b �31 13 -.30 re >
quirements of section R309.2 :C z
1-01
a'.21 31,28 U)
(2) .3 50 SH G5 LU = 0
FRBC 2004 R3,12.2 C4 j
011
1810 >
_Lj Guard 1119 Imll
_!jLening
Required guards on open sides of stairwayso
11.011 1,1011 11-01, raised floor areas,balconies and porches shall
2 L* 2 have intermediate rails or ornamental closures
(2) 3050 SH 40E�OSH which do not allow passage of a sphere 4 inches
or more in diameter.Guards shall not be less
than 36 inches in height.
Iro 2 21-41
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10' CLG 51TTING
3: 10' CLG 3: _j
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10' CLG
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aARREL VAULT
�4ETY GLA S RE IRED
UNDER STAIR
WALK IN
f=If;R%5T FLOOR 2145 8' WAL L,�' CLOSET
AFETY GbkSS RE UIRED
SECOND FL00f;R 152a A X
3:
%5 T U D%*r X
X
TOTAL HEATED 4213
0
HAZARD LOCATION
X _j We hereby expressly
5a4 0 / 1 11.611 1 1 0.5111 reserve the property
1.01 2'-1118 a 1,81 B
2 2 2 L 2 rights to this drawing
FRONT FORCH 24(a and it is not to be
GENERAL NOTE. reproduced, copied in
BACK FORCH 302 any format or manner
IMPACT GLASS 15 HIGHLY RECOMMENDED whatsoever without first
ATTIC 30 1 5UT NOT REQUIRED IF ALTERNATE OPENING obtaining our express
FROTECTIVE6 ARE PROVIDED. IN HAZARD written permission and
_j LOCATIONS, IF IMPACT GLA55 IS NOT U5ED,
consent.
TOTAL UNDER ROOP 51(0(5 2680 F_ TEMPERED GLASS MU%ST IBE PROVIDED.
IN 7 7 77
V z PROJECT NUMBER
30.50 5H 3050 5H
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A
1 OCT 07 PERMIT ISSUE
1.011 WOLF CONST. SE13V INC. 11 SEP-07 PRICING ISSUE
2 lb '102 12 0 F L 0 0 f F= CONSULTANT PLANS EXAMINER DATE ISSUE/REVISION
JEFFREY A. HELLSTROM REG 1#35538
4nr #q on 5CALF: 1/4' 1'-0z PLANS REVIEWED FOR CODE COMPLIAN C DRAWN BY: CHECKED BY:
a 0C TB GV
DAVID KOL)TZ
NS EXAMINER LICENCE NO. PX23FF FLOOR
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PROJECT NUMBER
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CONSULTANT PLANS EXAMINER
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PLANS REVIEWED FOR COOF COMPLiANC
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DRAWN BY: CHECKED BY:
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PROJECT NUMBER
WOLF CONS1. SERV INC.
CONSULTANT PLANS EXAMINER
JEFFREY A. HELLSTROM REG # 35538
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PANEL EDGE. UNSUPPORTED PANEL EDGE 16 1/2" THREADED ROD
H25A PROD. CODE- FL503.5) SIMPSON H2.5A UJ/ (5) ISD NAILS EACH ENE) - CAPACITY 600 LB5. 0 4- Cz
TYPICAL CONDITION UNLES6 BLOCKING 16 4M.
HT6 = (PROD. CODE- FL538.'B) SIMPSON HT620 W/ (24) 10RAIL5 EACH END - CAPACITY 1450 LBS. BOUNDARY OF SWEARWALL REQ'D
M6TA24 ( PROD. CODE- FL11B01.51)S)MP50N M5TA24 W1 (1B) IOD NAILS EACH END - CAPACITY 16>40 LBS. BY SCHEDULE OR NOTES. 70 un C)
7<rl Cn
HTTI(o PROD. CODE- FL503.20) SIMPSON HTTI& W1 (15) I&D NAILS INTO TRU55 AND (1) 1/2' THUR-BOLT INTO FTG. CAPACITY 4115 LB6.
do
PA51 ( PROD. CODE- FL414.335) 6IMP50N PA51 EMBEDDED ANCHOR W1 (S) I&D NAILS - CAPACITY = 2030 LBS. SILL PLATE lyr 44 Uj C*
LL, CO ce
5ET PROD. CODE- FL4023) 51MP50N EPDXY TIE
LU
AT (PROD. CODE- FL2304.1) SIMPSON ACRYLIC TIE j
APA RATE E.) F-`L& T�WUU0 1� 5; Uj
CS20 (PROD. CODE- FLISOL&) 5IMP50N C520 20 GA. COILED STRAP W1 (18)8D NAILS - CAPACITY = 1030 LE36. z
SPI PROD. CODE- f:L4'143B4) 5IMP50N 51=1 5TUD PLATE TIE W1 (6) 10D NAIL5 IN 6TUD AND (4) IOD NAIL$ INTO TOP PLATE - CAPACITY 535 L55. .. . . . . . . ZE
ca
NAIL Sf=AC:ING AT W
5P2 (PROD. CODE- FL4-14355) SIMPSON SP2 STUD PLATE TIE W1 (ro) 100 NAILS IN STUD AND ((b) 10D NAILS INTO TOP PLATE -CAPACITY =605 L55. �\-EXAMFLE OF PANEL EDGE w/ UJ C* 0
SUPPORTED EDGES.4 N 4
5P4 = (PROD. CODE- FL4143i5(b) 5IMPSON 6F4 STUD PLATE TIE W1 (ro) 10D45" NAILS IN STUD - CAPACITY L55. SEE NOTES OR SCHEC>UL*E BLOCKING WHERE REQUIRED
>
6
SPH4 (PROD. CODE- FL535.34) SIMPSON SPH4 STUD PLATE TIE W1 (10) 10045' NAILS IN STUD CAPACITY 10(o5 LBS. BY SCHEDULE OR NOTES A
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CONVENTIONAL FRAMING NOTES -me- 6TUDS, ROOF TRUSSES, '4 416
M;44
OR FLOOR JOISTS
1, ALL CONVENTIONAL FRAMING SHALL BE SYP. NO. 2 OR BETTER.
2. ALL RAFTERS SHALL BE 2XIO s 6 161 O.C. U.N.O. NAILING TO INTERMEDIATE
3. FASTEN ALL RAFT. TO PLATES WITH 6IMP. HO CLIPS wl (5) 106 X 1.5' NAIL5 EACH END FOR SPANS Up TO 10
FT. SUPPORT 16 ro' OC MAX, UON
USE SIMPSON H25 FOR SPANS GREATER THAN 10 EPDXY IN 5/8" HOLE
4. FASTEN ALL RAFTERS AT RIDGES WITH 2XCo COLLAR TIES. FACE-NAIL COLLAR TIES TO RAFTERS WITH (5) .131
X 31 NAILS. OR ARCYLIC IN 9/16" HOLE Uj
U_
5. FASTEN ALL JACK RAFT. TO HIPS AND VALLEYS w/(4) .131 X 3' TOE-NAIL6. %
Ln=
U
ALL RIDGES, HIPS AND VALLEYS SHALL BE ONE (i)NOM. 51ZE LARGER THAN ADJOINING RAFTERS U.N.O. NAILING PATTERN FOR SHEATHING a<
1. FASTEN RAFTERS TO CEILING JOISTS WITH (4) .131 X 3' NAILS.
a. FASTEN RAFTERS AND CEILING JOISTS TO PLATES WITH (3) .131 X 3' TOE-NAILS,
_j
13. FASTEN ALL HIP AND VALLEYS TO PLATES WITH (2) SIMP. MTS12 TWIST STRAPS wl(l) 10d X 1.5' NAILS EACH
ENE) OF EACH STRAP. Z)> Ln
<U) OZ r,
(In 0
10. FASTEN NAILERB TO EA. RAFTER W1 (3) I&d NAILS. 0
Uj Ln'�Q'Ln
N
11. BENEATH EACH HIP OR VALLEY TO PLATE CONN. USE MIN. (2)SYP.02 STUDS BENEATH. "t V N C3
12. FROM POST TO PLATE/WALL, STRAP DOWN UJ/(2)MSTA24 FLAT -STRAPS. co
13. ALL INTERIOR WALLS WITH POST FROM A50VE TO BE STRAPPED TO FDN. W1 CONVENTIONAL STRAPPING.
ZEE GENERAL NOTES. NAIL PATTERN DETAIL THRU BOLT
17 ) C, SLAB CONNECTION SCALE: 1 1 _0" ( 4)
SCALE: 1 Z2 1 -0 @
SEE NOTES ON ROOF PLAN(55WEET 1)FOR INFOWAT110N
ABOUT RAFTER SIZES AND 0>NECTIONS TO PLATE
RATED 6HEATHING 0
5EE GEN. NOTES SHEET 5-1
LL
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(2) 2x(o PLATE our
U
UT AND WASHER <
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1/2 " GYP. CEIL 50ARD OR 5/a GYP. WALLBOARD <
ON 2X6 SYP#2 C:LG JOISTS I&I OC: j
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2x(o STUDS -0 16' O.C.
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3/4 PLYWOOD
(2) 2x- Uj
TOP PLATE NUT AND 3X.3x 114 SIMPSON SP4 W/(6) 104.5"
WASHER (TYP.) NAILS 0.32* O.C. REG"D AT ROUGH
ROUGH OPENINGS OVER 6�-O
U (2) 2x(o PLATE ---JOIST SEE FILAN <
Q) CL
HEADER VAPOR eARRIER A X
X
2x. JACK STUD (T�P.) RATED SHEATHING X
(2) REQ'D FOR OPENINGS OVER W-O" BEE GENERAL NOTES SHEET 6-1 X
112"0 THREADED (2) 2x- F1JLL LENGTH STUDS (TW.)
ROD (n?.)_\SA4 /2 GYP. CEIL BOARD OR 5/& GYP. WALLBOARD
11 /2 GYP. WALL15OARE) We hereby expressly
COUPLER reserve the property
PERMITTED rights to this drawing
USE HOLDDOWS and it is not to be
ONLY WERE reproduced, copied in
SPECIF7CALLY NOTED 2x(o STUDS 0 1(o' O.C. any format or manner
whatsoever without first
IN THE 77E DO%N PLANS obtaining our express
written permission and
consent.
PROJECT NUMBER
T. 2x(o SILL PLATE
PLATE W1 SEAL
411*25M F61 GLAIS MW
tw wim OYM
CONNECTORS NOT REQ'D SILL PLA TE MIL MXY VAFVR DAPOtM
TO THESE STUDS
WOLF CONST
*AC=jN== CONSULTANT PLANS EXAMINkc-ik
TjQr.ATW PU JEFFREY A. HELLSTROM RE6
A&PLANS REVIEWEP FOR rrlfl�
Ob vMr.44.41 OjC%ANP
....... OTHEMSE FLL CM I
A 25M FW(MM COW-o"Go OLT 17 2007
V UV M 6TM C-OW 1 OCT 07 PERMIT ISSUE
Id
A
DATE ISSU
14 M E/REVISION
0 MIN V HOOK ON VM 00 DAVID KOUTIC',
PLANS EXAMINER LICENrV i\)O PX231 11 DRAWN BY: CHECKED BY:
TB GV
07 # 14 30 WALL
SECTIONS
AND
D AILS
L
FRAMING DETAIL TWO STORY WALL SECTION
SCALE: 1 Z2 1 -0 SCALE: 1 /2 1 0 SHEET NUMBER
Q 1 2 .4 ft A 2 Q .4 so rM MM2 Q A
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WINDOW IN&TALLATION (METHOE) A) WINDOW IN&TALLATION (METHOD 5)
WEATHM RILSM BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION. WEATHER RESff1VE BARRIER (WRB) APPUED AFTER THE WINDOW INSTALLATION. CD CD
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TW WALL&WORKING TOWARDS SE4W AT AN 8 Jr ABIX FLANGE. TO THE FACE OF THE FLASHIA SEAL ALL CORNERS OF CM ox j
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1NTEf;R10f;R VIEW TOR LEFT CORNER OF WINDO Uj
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WEATHER REWK BARRIER (WRB) APPUED PRIOR TO THE WINDOW INST&UTION.
WEATHER pESM BARRtER APPUED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPUED BEHIND THE MOUNTING FLANGE.
nAsmiNG APPUED OM 7HE FACE OF THE MOUNTING FLANGE.
TION A Q>11 WAM SHMM FASHIM SFECTION A
5TEPS 7HAOUGH1 WIM j" SWING AT 7W RAM OF THROUGH WINDOW JAMB V)
(Do' WAM 90M FASHIM THE WU a WON=TOWM
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THE We,ISTAIL THE wra sum BEAD SHEARM.
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APPLY sLL FLAMM U
APPLY KAD OF WILMIT APPLY BEAD OF SEAM
a BACK'OF*T=W SEAL THE VINM FWAC TO AROUNID 7HE PLKWILK OF
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FACILITAYE 04VII OIL TO M MOWU FLANGF.
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AMY BEAD OF SEALANT AT LK VM AW NSTAIL WINIM WRB
SK 4MM WENID 8 Jr HOLES OR sm FLASHING USING PAN HEAD SCREWS M FLASHING
0 APPLY MA FLAMM BEAD BETWEEN FACMTE WSPE1011011. BEAD BETII AFTER INSTALLATION
0 JAME3-FLA5HING FLASHING AND MOLWING AMY WAD OF SEALANT motwo Rom no
AMY BW OF SEAM AMY OW.MAL TO THE MOUNTING RANGE, ACRM 7HE FAX Of FLASHIM SEAL.AL COMM OF
AT NW momm FLAW ATHM MMHANICALY JOINED
FLIS AT X MP (NW)AM FRAMES 70 SEAL FIRM
CDAPPLY tw FLAMM (4VM)OF"MOW. WENID APPLY WAD FLIM QDAPPLY A Jr WA Mt SEAM JUINMURL
0 BEAD OF SEAM M THE
SEWN AT AM 8 Jr ABOVE BAC-IMF (INTEIt1W OF 7W
(DRWA PREY11OUSLY APPM 7HE LO.9 WA 40A Rfam FREYIOUISLY APPLIED
TAPE&AUAM WRB TO LAY RASNINO NM WMANT AND OTAPE,ALLI)WRO 70 LAY MOUNITIINC RANGE AROUND X
FLAT OVER HEAD FLASHM FWEN1 N RAM (nASHINIG FLAT OVER HEAD RASHIft 7W ENI PUGEIER.
APPLY NIEN SHMNING TAK am on u0m. APPLY NON SWA7HW&TAPE PLACE BEAD IN LINE MIN X
OVER DVAONAll.CLIT SEE OVER DMOK CUT - SEE ANY PRE-PUNCHED NOI Pq ----MMM00WFLASH=9 HEAD 0(n)W
DVAW SECURE WRB DV4RAIL OR SLM 00,� 1* BLYM JAMB FLAMII
AT HEAD X
Q)HE�AC) F�.ASHING
AMY A CONT. SM A11I
FLOW AT HEAD SECURE WRB MOtWING FLANIZ AT 7HE
DMIM 110 BEVON1D 0 HEAD Nw. nksim. OVER! We hereby expressly
G &A FLASHIN& MOUNM FLANX reserve the property
T BOTTOM OF WAD FLASHING rights to this drawing
OHEAD FLA$WING AGAINIST'smw(nASIM
am MR SEALMM, and it is not to be
DOM BOTTOM OF 7HE EXIDO HEM FLASHING reproduced, copied in
HEAD FLASHING A0AWT MKTU 1 WL M OA FLASHINIG. any format or manner
7W PRB0USLY APKO rAM N PLAM
SEAJAW SEALANT(FLASHING OM whatsoever without first
01M SEAILANI). DMDID obtaining our express
WOLF
WAD FLA$"BEYONID written permission and
EACH JW FLASHIK consent.
FAM IN PLACE CONSULTANT PLANS AiOINE�
JEFFREY A. HELLSTROM %i-
j-
PLANS REVIEWED POP PROJECT NUMBER
A
JAMB 1=64aPl
DMM JAMB FLASHINIG A OCT 1 72007
TO,OVERLAP SU
(DJAM5 A FLASIm Dam
DaW AM RAS"
JAMB FLAMM 8 Jr
70 mew SU (nak"OK mm 90 DAVID KOU*f'/
FLASHM EUM OPENING AT HEA11). SEALANT
MW FLAMM 8 jr AMY TAK AT ILAN XAMINER LICENf r �I� 2-31
AM ROM F F— TO
OPENING AT HEAID. UMMY HOLD G
RU TOP OF SEALANT FLAMI IN PLACE SU FLASHING
"FLASHW UM WO IS APP=.
UNDER!7HE RAP
OF VM 9 7HE
SEE DVOW SL FLASHING Sm 4%A&W*I"TO A0111EVE ISM&
KI AW MM MOYM USE GORROSION
0 RESSM FAM WINDOWS PR
M AM A&W WND0 TO A**VE SQUIA111fe 1 0,
PLUM AM LM CONOM UK CO 1105 Oil G) WINDOW~ACIUKR FAMENER SPEWMM
:: 51u!Wil FAM ERR FAM"CM PEIR
(D (DWEATHER RE516TANT
9. CUT
LWX
AT A 45 MME XMIL CXMIXLY Q1T W 2007 PERMIT ISSUE
WEATHER.RES-16TANT BNM ON A MAIIONAL ODI RAISE THE
CLq
BAERIER (LUR5) 70P EDGE OF TW PAW UP AND TAPE THE DATE ISSUE/REVISION
TOP CORNERS AND COM 70 7HE DaEWR
9 A 45 KOFF CAIMMY CUT 1K WRB SUIWACE AM DRAWN BY: CHECKED BY:
BUM ON A WAWK GMY RME X
TOP EDGE OF THE BARIM UP AND WE W INTEfRIOR VIEU) CRU GV
1OP CORNM AND COM TO 1W 011I
WN SURFACE AM TOf= LEFT CORNER OF WINDO
1NTEfR10FZ VIEW COUNTY
TOP LEFT CORNER OF WINDOW 07 4 30 REQUIRED
__j FLASHING
VLov
DETAILS
COUNTY REQUIR"D- .q6�!�o —
FLASHING DETAILS",
A320
2 1 1 Q 1 2 2 a I ad I A A V I a 1, 0-% 1-%1 ;N -11 64 r% 10"% 100%Q iQ a .4 00 QQ - ad a A Qj A Jrnr" rq1j SHEET NUMBER
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