306 12th ST - ADDITION DRAWINGS DESIGN SPECIFICATIONS GENERAL NOTES a CONSTRUCTION SPECIFICATIONS
DESIGN CODE: COMPONENTS & CLADDING FLOOR SHEATHING SPECIFICATIONS
of
2014 FLORIDA BUILDING CODE RESIDENTIAL ALLOWABLE DESIGN PRESSURES
23/32" T&G OSB ORPLYWOOD 'SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6 O.C. EDGE & FIELD
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS,
TRIBUTARY INTERIOR EDGE STRIP (PSF):
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE, ROOF SHEATHING SPECIFICATION�:
AREA (sf) ZONE (PSF) a 40-691 MIN. 19/32, 32/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN
SLATE
DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 +25.6 -34.2 4'-0" OF ROOF EDGE). , Lou P o n t i S o a n d
R ELQO 10 As so ci a tes, Inc.
ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 WALL SHEATHING SPECIFICATION 420 OsceolaAvenue
I I I t to 24 ' 6, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE
TOP CHORD LIVE LOAD 20 psf 40 psf FLEXIBLE FINISH-MIN. 7/16 Jax. Beach, Florida 32250
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 Psf 10Q +21.8 -23.9 +21.8 -26.6 INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. Ph.242-0908 Fax.241-9557
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf FL:CA# 8344 SC:CA#3579
BOTTOM CHORD LIVE LOAD 10 psf 0 psf STUCCO FINISH.-MIN.. 7/16 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL CONTACT US WITH YOUR COh1hiENTS
BOTTOM CHORD DEAD LOAD 5 psf 5 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE STUDS COMMENTS @ LP-A.COM
ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY
DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION GENERAL NOTES:
P 0 At
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED
0
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 WOOD FRAMING SPECIFICATIONS: It 00
0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH
, ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT N, 3
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSU RE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA
WIND LOADING:
PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL.
0 E OF
ASCE 7/10 LIN S
EAR INTERPOLATION IS PERMISSIBLE.
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--------------
BASIC WIND SPEED (ASCE 7-10) 130 MPH PLUS PRESSURE AND MINUS SUCTION.
'HALL BE! RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE 8/0 N AL
T C7,ONTRACTOR S
HE
IMPORTANCE FACTOR ---------------------- 1.00
MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM
DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE
MEAN ROOF HEIGHT ----------------------- 25.0 FT META� ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET .4.
META FLASHING AND VALLEY M ALS. r7vSK:)NS DATE
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES.
ROOF PITCH ---------------------------- 6/12
BUILDING CATEGORY ----------------------- 11 WATERPROOFING:
EXPOSURE CATEGORY ---------------------- C a a THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING.
ENCLOSURE CLASSIFICATION -----------------ENCLOSED
INTERNAL PRESSURE COEFFICIENT -------------- ± .18 1 a
0
MATERIAL SPECIFICATIONS DENOTES EDGE STRIP. ro'FIELD ALTERATION
SEE C & C CHART CONTRACTOR SHALL CONTACT LOU
I PONT11GO 8 ASSOCIATES PRIOR TO
I ABOVE FOR a' DIMENSION M"JNG ANY STIRUCTURAL FIELD
MODIFICATIONS W-iICH MAY VARY
HARDWARE AND ANCHORS: FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH FIELD ALTERNA71ONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO fi
ASTM A 307 OR ASTIVI F 1554 GRADE 36. ASSOCIATES MAY RESULT IN
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). v 0 ADENTIONAL ENC-1-4EERING OR
*1 al INSPECTION FEES.
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX.
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO N
EXTERIOR SHALL BE GALVANIZED.
[NOT ACTUAL PLAN] a
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT Or RODS OR REBAR
to
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4
LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE.
(U.O.N.)
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS SCOPE OF SERVICE ,
(DUAL CARTRIDGE INSTALLATION ONLY):
EPDXY: ITW RED HEAD A7 MEANS ANQ METHQDS:
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60.
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR' BE RES:'ONSIBLE
FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, (jR
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185.
SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRAC' TbR! OR ANY
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF
SHALL MEET OR EXCEED THE FOLLOWINC DESIGN PROPERTIES ELASTIC THEM -10 CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi DOCUMENTS.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES:
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE
LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT,
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND
HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGN :-,D
PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT
SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM.
L9 0
SIMPSON CONNECTORS WOOD FASTENING SCHEDULE PLAN LEGEND AND ABBREVIATIONS
UPLIFT MEMBERS CONNECTION FASTENER IN,rERIOR LOAD BEARING WALL
CONNECTOR SYP SPF FASTENERS FL# CODE TYPE BUILT-UP POST IN THE WALL
A35 450 450 12-8dxl 10446.4 TOP PLATE TO TOP PLATE FACE NAIL �2-GUN NAILS @ 12" STAG.
H2.5T 600 520 5-8d EA. END 11478.3 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS (2)2x6-1/2 HEADER SIZE, JACK AND KING STUD
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN , NAILS D�SIGNATES SHEARWALL. THE QUANTITY. DESIGN
H8 620 530 5-1 Odxl'/2" EA, END 11470.3 -------------- HI)DEN LINE DESIGNATES SIDE OF
RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" S WALL THE SHEARWALL SHEATHING CRITERIA
TC -131 APPLIED. 8d @ 3/6
MTS1 2 1000 860 7-1 Odxl 1/2" EA. END 10456.3 NAILING:
CEILING JOIST TO TOP PLATE TOE NAIL (�_8d) 5-GUN NAILS D�SIGNATES 8d COMMONS @ 3 AND
HTS20 1450 1245 24-1 0dX1 V2 to EA. END 13872.3 8d@3"/6"
0. EDGE & 6" O.C. "IN THE
_LD"
CEILING JOIST, OVER PARTITIONS FACE� 'NAIL� (3-16d) 4-GUN NAILS RE
MSTA24 1765 1270 9-10d EA. END 13872.4 .� ! 1 ! * 1
'N I ' (6,-16d) 8-GUN NAILS GENERAL
CEILING JOIST TO ROOF RAFTER FA E- , Al�- I
MSTA36 2050 1870 13-1 Od EA. END 138�2.8 ��'L.- " i.1 _I- ! ADJ ADJACENT LG Long
18 16d TO TRUSS/BEAM JOIST/TRUSS TO PLATE TOE NAIL 1(2-16d) 3-GUN NAILS BM BEAM MANUF - Manufacture NOTES
HTT4 3480 3080 1 5 11466.2 1(3-8d) 3-GbN NAILS BOT BOTTOM MONO - Monolithic OFFICE COPY DO NOT SCALE DIMENSIIONS FROM
RAFTER TO PLATE TOE NAIL
/8 0 ROD TO FTG, BRIG BEARING OC On Center THESE DRAWNGS.IF A DIMENSION IS
I T UNCLEAR REFER TO THE
32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE;' -NAI� 10d) 4-bUN NAILS CMU CONCRETE MASONRY UNIT OSB Oriented Strand Board ARCHITECTURAL DRAWN14GS OR
.0-
HTT5 5250 4670 11496.2 DBL DOUBLE PERP - Perpendicular
1 5
111(2-16d) 3-GUN NAILS
RIDGE BM. 'NAIL
0 ROD TO FTG. ROOF RAFTER TO 2x TOE DIA - DIAMETER PRE ENG - Pre Engineered
PLAN NAME
6-10d TO HEADER CONT. HEADER, TWO PIECES FA6E NAILi 1 6d@ 16" O.C. @ EDGE EA - EACH PSF Pounds per Square Foot TOUSEY ADDITION
930 780 Pounds per Square Inch
LUS28 10655.113 EE - EACH END PSI
4-1 Od TO JOIST CONT. HEADER TO STUD TOE NAIL 10-16d) 4-GUN NAILS EOR ENGINEER OF RECORD PT - PRESSURE TREATED DESIGN/DRAWN/CHECKED
CS / MK /LAP
14-16d TO HEADER STUD TO SOLE PLATE TOE NAIL ��(3-16d) 4-GUN NAILS EQ - EQUAL QT - Quick Tie T I IMF: DATE
HU410 905 785 10531.36 EXT EXTERIOR REINF - Reinforce
6-16d TO JOIST FBC FLORIDA BUILDING CODE SF - Square Foot 10.13.16
SOLE PLATE TO JOIST/BLOCKING FACE NAIL �(16d @ 16")� GUN NAIL @ 8"
CONTROL NO.
5/
ABU44 2200 0 ROD w/ 12-16d 10849.6 FDN FOUNDATION SPF -Spruce Pine Fur
5/ to FT FOOT SYP - Southern Yellow Pine
ABU66 2300 8 0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS FTG FOOTING THRU - Through TRUSS I D.
SET N/A N/A SIMPSON EPDXY-TIE 11506.4 3 It xO.131"O = GUN NAILS 2 to xO.1' 3"O RINK� SHANK HDR HEADER TYP - Typical REVIIEWED FOR CODE COMPLIANCE
2 to xO.113"O = 6d 21/2 to xo .131"O = 8d HORIZ - HORIZONTAL UON - Unless Otherwise Noted CITY OF ATLANTIC BEACH LPA NO.
LTT20B 1675 1675 10-16d TO STUD/BEAM/POST 11496.3 3 to xO.148"O = 10d 31/2 to 4.162"0 = 16d LBS POUNDS VERT - Vertical SEE PERMITS FOR ADDITIONAL SIGN-16-00827
1-1/2 to 0 ROD TO FTG. 1 1 V2 xO.148"O 10dxl 1/2 11/2 to xC.131"O 8dx1 1/2 WWF Welded Wire Fabric REQUIREMENTS AND CONDITIONS SHEET
LSTA1 2 805 695 10-10d 13872.5 REV1EWED W.- DAM--[ ct� 6
m
&iA
EN
r
tc
Uj
C�DESIGN
Soso
CS16 1705 1705 13-8d 10852.1
SHEET 1 OF 5
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
DESIGNATES THE HEADER SIZE, NUMBER
OF PLYS & JACKAING STUDS NEEDED
(2)2x8-1/2
FOR HEADER OPENING.
FRAMING PLAN N JES, Lou P o n t i S o a n d
1. FOR TYF4CAL ROOF SHEATHING AND FRAMING, SEE
As soci a tes, I n c.
SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN.
(1)H2.5T CONNECTOR. 420 Osceola Avenue
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET
4. WEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, Jax. Beach, Florida 32250
PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Ph.242-0908 Fax.241-9557
FROM EACH OTHER. F L:CA#8344 SC:CA#3579
CONTACT US WITH YOUR CONIMENTS
-A.COM
COMMENTS @ L?
Po/v;�.
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No. W
OF
ST
�j77,7,,77 7,77,17
p
'T 7fij
ON AL
.........
REVISUNS DATE
EXISTING STRUCTURE TO
REMAIN 'AS IS' U.O.N.
EXISTING 6x6 P.T. POST
w/ ABU66 TO REMAIN (2)2x6 S:'F#2 POST TO MATCH TRUS)S ROOF RAFTER NOTES: STRAPPING NOTES FIELD ALTERATION
POST FROM ABOVE PROVIDE CONTRACTOR SHALL CONTACT LOU
'AS-IS' (4 PLACES) PONTIGO a ASSOCIATFS PRIOR TO
Klr% /SQUASH BLOCKS IN FLOOR SYSTEM
T41N\.7 \%./Z_Al2 P.T. SUFFIGENT MAKING ANY STRUCTURAL FIELD
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
MODIFICATIONS WHCH MAY VARY
WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.AW
STRAP UNLESS OTHERWISE NOTED
STRAP HEADER ASSOCIATIES MAY RESULT IN
ADDITIONAL ENGINEERING OR
PER 4/S2.1 7 INSPEC-PION FEES.
r IX X m
N S2.1
z
<
E
11 (2)2X12 BLOCKING BEN ATH. . .
Jz
z OLL
3: WALL ABOVE FASTE EA.
(0 LL :.__,_._END__ w/_ _6-10d TOE AIL___
U_ LL EXISTING STRUCTURE TO
X0 X_
Lo V) L0 REMAIN 'AS IS' U.O.N.
n _j
11 V) (D CVL 11 0
z
z F-
V) . . . . . .
WATERPROOFING IS
57< Uwj
BEYOND SCOPE OF . . . . .
STRUCTURAL ENGINEER. A
(2)2x6 SPF#2 POST BELOW POST
FROM ABOVE PROVIDE SQUASH NEW (2)2xl2 BEAM
2
BLOCK'S IN FLOOR SYSTEM BELOW WALL ABOVE- .
S2_1 z X/X z
L 2/S2.
SEE DETAI _2_
E5
. . . . . . . . . .
. . . . . . . . . .LA�
7 z
Imams,We is
Ld
N EXISTING HEADER TO
z . . . . . . . . . . 310 7"
< REMAIN 'AS-IS'
z
w _j z . . . . . .
0 u- ^3
3:
UU- a ALL THREADED RODS 04
X . . . . . .
nL SHOWN �ARE EXISTING
U') H. 0. . . . . . . . . . . .
V-S_j / AND SHALL REMAIN Z, 13p 1_z I Z z z A z
(1) ri- --- -
a_ V.
z 0 OL 'AS-IS'
�o
z . . . . . .
F-
V)
Jj X
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. . . . . . . . . .
10
EXISTING STRUCTURE TO
REMAIN 'AS IS' U.O.N. 'o un
Av
. . . . . . . . . . . . .
5xi 1.25- WOMANIZED PSL
71 a H
EXISTING STRUCTURE TO In
REMAIN 'AS IS' U.O.N. V+
FUCQ412-SDS r 11 11
_j
z X 11-
HANGER HANGER — /7"
3
S2,1
7
1 7 IST LEVEL
'o,
WALL
14 o
1171 A
/ o o FFX/-%MING,
_z 7 2�t
7z z //
_j L/ L /..-i
FLOOR 8 LOW
444 7'
KOOF
rl A
[\P%MING PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAVANGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAVANGS OR
CONTACT THE E.O.R.
TOUSEY ADDITION
PLAN NAME
DESIGN/DRAWN/CHECKED
p
OFFICE COPY CS MK LA
DATE
w.1
10.13.16
CONTROL NO.
F1 RST LEVEL FRAMING PLAN FLOOR Et LOWER r1r"10F FR,.AMING PLAN
TRUSS I D.
SCALE: '4 =1 —0 SCALE: 1/4 =1 0 LPA NO.
NOTE: SIGN-16-00827
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND 0�N SHEET
UPLIFT CONNECTOR, SEE PLAN.
sial
L P
�Z/ 11111A 7�
1/f/ Z7;
SHEET 2 OF 5
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
A
DESIGNATES THE HEADER SIZE, NUMBER
�47Y
(2)2x8--1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR HEADER OPENING.
FRAMINQ eLAN N MS. Lou Pontigo and
1. FOR TYIPICAI ' R66� SHEATHING AND FRAMING, SEE Associates, Inc.
SHEET S0.0,
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN.
(1)H2.5T COININECTOR. 420 Osceola Avenue
3. FOR GMtRAL DESIGN SPECIFICATIONS SEE SHEET jax. Beach, Florida 32250
4. VVHFN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER,
PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Ph.242-0908 Fax.241-9557
FROM EACH OTHER. FL:CA#8344 SC:CA#3579
�CONTACT US WITH YOUR CONIMENTS
COMMENTS @ IP-A.COM
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NO. 3
S OF
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r7VISIONS
DATE
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO ri ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS VVVVCH MAY VARY
FROM THE INTENT OF'THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO&
ASSOCIATES MAY RESULT IN
ADDrrIONAL ENGINEERING OR
INSPECTION FEES.
S2.1 /EXISTING STRUCTURE TO
S2ol EXISTING STRUCTURE TO Z REMAIN 'AS IS' U-0.1N.
EXISTING POST HUCQ412—SDS REMAIN 'AS IS' U.O.N. //-/ / / /I /� / //
171�1
TO REMAIN 7
'HANGER
.______EYJSTING REAKA
EXISTING ROOF
STRAP HEADER PER 4/52. 1 TRUSSES TO—, 7 -0
REMAIN 'AS—IS /,FASTEN TRUSS
FASTEN TOP OF TOP OF WALL w/
WALL TO TRUSS W/ N/ (3)2x6 )$
V_ I / / A 0
X1 PF#2 POST
A35 0 32" O.C. C14 AO
OVERFRAME LEDGER,
Z
lo 2x6 SYP#2 ROOF �; SEE 4/S2.0 /Z
0o RAFTERS @ 241, O.C. A/
<
Ld
m N F,7
IN—FILL WALL
z T_
X 00
F- X 2x6 SYP#2 COLLAR
V) N
X 00__� TIES (TYP) FASTEN EA.�
(2)2x6 SPF#2 POST// (2)2x6 SYP#2 KING END w/ (6)0.113x3" (2)2x4 BLOCKING,
POST STRAP TOP &— /-w / ;If A I /—BELOW RIDGE FASTEN
'4
(2)HTS1 6 LJL-t-OW KING POST "/- .- _ — —
_/2 BOTT. w/ (2)HTS1 6 /VA EA. END w/ A35
ABOVE. A (2)11. 5p' LVL RIDGE
NEWUPSET L/ / ,
2x8 SYP#2 CEILING L9
BEAM SEE
JOIST @ 16" O.C. I
2/S2.1 0
FASTEN PER 3/S2.1 (2)HTS16 / 7// A
A35 (2)2x6 SYP#2 KING /,43
12)11,75" I=VL TYP
2x4 SYP#2 OUTLOOKER SEE-., POST STRAP TOP
//fz/
3/S2.1 FOR FASTENING o
BOTT. wl (2) TS1 6
. 0
r-
I X 2x10 OVERFRAME RAFTERS
IN—FILL WALL
2x10 SYP#2 ROOF 74 0 24" 0,C. w/ OVERFRAME
D (3)2x6 SPF# ST—/ A
F- ———————— RAFTERS @ 24" O.C.-_"`� /LEDGER SEE 4/S2.0
LL_
0 12, 2x6 OVERFRAME RAFTERS
LLI 24" O.C. w/ OVERFRAME
ALL THREAD RODS
LEDGER SEE 5/S2.0.
m SHOWN ARE E STI N G H10 2 6
^3 =:AND:=SHk_=L HANGER— 2nd LEVEL
0 ^3 U-1 /�% / �
S-1s, 0 YP)
(3 ��-1 0 WALL
b ============(4)2x6 SPFf=
POS (2)HTS16--**\- (4)2xl 2 7
04 f Z FRAMING
(4)2xl2 SYP#2 X
D
PLAN I-MOOF
00 0 ((2)2x6-1/2 _N��-(2)HTS16
HUS210-2_ (2)2x6 (2)2x6
V) X HANGER FRAMING
STRAP HEADER
ALL EXTERIOR WALLS AT
PER 4/S2.1 THIS LEVEL ARE: HTS16- HTS16 PLAN
CONSTRUCTED OF 2x6
DO NOT SCALE DIMENSIONS FROM
1% THESE DRAVANGS.IF A DIMENSION IS
SPF#2 @ 16" O.C. WALL UNCLEAR REFER TO THE
(2)2x8-1/2
FRAMING (U.O.N.), THIS
3 2x4 SYP#2 OUTLOOKER SEE—/
WALL FRAMING COMPLIES (2)2x6 SYP#2 KING TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
S2.1 WITH DEFLECTION CRITERIA. 3/S2.1 FOR FASTENING 3 \—POST STRAP TOP & PLAN NAME
S2.1
CS18 0 32" O.C. 0
BOTT. w/ 2—HTS16 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING TOUSEY ADDITION
r
WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT DESIGN/DRAWN/CHECKED
STRAP UNLESS OTHERWISE NOTED CS / MK /LAP
OFFICE COPY DATE
10.13.16
CONTROL NO.
SECOND LEVEL WALL FRAMING PLAN 001101107, Y%
0 -7
ROOF FRAMING PLAN TRUSS I D.
V-0"
SCALE: 1/4" V-00'
SCALE: 1/4
L LPA NO.
"'d
SIG
NOTE: N-16-00827
SHEET
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-1�d TOENAILS AND
UPLIFT CONNECTOR, SEE PLAN.
�Z 0-' ,
W�,g t 0 g k"t�
S102
�O�NTU S T11SH
C6 ME
sco
V
DATE)I
(�S2.1
SHEET 3 OF 5
............
................. .....
TYPICAL HEADER NAILING
0.131X3" TOE NAILS TYPICAL DOUBLE TOP
2X6, 2x8 (5) NAILS PLATE SPLICE
TYPICAL STUD INAILIK. 2x10, 2x12 (7) NAILS 4$_010 M IN. SPLICE LENGTH TYPICAL TOP PLATE NAILING:
0.131x3" END NAILS: 9" LVL, 11" LVL (7) NAILS / (16) 0.131x3" NAILS FASTEN ALL TOP PLATES Lou Pontigo a n—d
(2) @ 2x4, 14" LVL, 16" LVL (9) NAILS :,VENLY SPACED TOGETHER w/ (3) ROWS AT TWO STORY CONDITIONS, PROVIDE SOLID Associates, Inc.
(3) @ 2x6, OF .131 x3 @ 12 to O.C. STAGGERED. BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER 420 Osceola Avenue
(4) @ 2x8. SYP#2 LEVEL POSTS & JACK STUDS jax. Beach, Florida 32250
SYP#2 DBL. HEADER, 4'-0" MIN. Ph.242-0908 Fax.241-9557
FULL HEIGHT ANCHOR 16"MAX. TOP PLATE PER PLAN 6 FL:CA# 8344 SC:CA#3579
EITHER SIDE OF PLATE DBL. TOP MAX 'OhWENTS
9F NOTCH HEADER
>< COMMENTS
HEIGHT CHANGE F
I I PLATE BELOW TOP PLATE
2x—BLOCKING ONLY RAISED BUILDER MAY CHOOSE EITHER THE DROPPED P Olo-'e
REQUIRED IF SHEARWALL_\ ARCH Q TRANSOM OPTION* HEADER CONDITION OR RAISED HEADER CONDITION
HEADER 00
2x SPF DIAGONAL BLOCKING 0 0 1 PORCH
1$ 11 N S"
SIMPSON H2.5T OR FASTENED w 3-0.131 x3'p 8—GUN NAILS—.----gO-* oil HEADER, SS
DROPPED 0 01 0 No.53311 1* 1�r
LSTA1 2 STRAP FOLDED EA. END TYPICAL. SEE PLAN. tn
HEADER Yl— 64
OVER TOP PLATE % f
SHEATHING MAY EXTEND '2 FULL HEIGHT ANCHOR OR-- a a 1 %0
PAST BLOCK NG— WINDOW DTT2Z HOLD DOWN AT BASE S OF A C14
r %
_-A T
----- ----- A-T HMENIS MUST MIN. (2)2x4 WOOD 14,
OF POST. CS1 8 0 BASE IF
------ ------ ARCHED 1-4
8ypp! A EF AN HOR INTO 2x MATERIAL. BELOW. & (1) ADJ.
TRANSOM PORCH IS AT 2ND LEVEL. �5
FULL HEIGHT PER PLANS
FASTEN LOWER STUD TO PORCH HEADER. AIL
OPTION
QETION A
ANCHOR, SEE
TO TALLER STUD W/ SEE RIGHT
PLAN FOR SIZE' JACK AND
2—ROWS OF 10d COMS ........
KING STU)S, SOLE PLATE ANCHOR SCHEDULE DATE
AND LOCATION
@ 12 0.C. WINDOW SILL SEE r"w"SIONS
SEE PLAN , THREADED EXT. WALL SHEARWALLS
TYPICAL SOLE SCHEDULE 6/S2.0 WASHER EMBEDMENT EDGE
LSTA12 FOLDED OVER TOP
WINDOW SILL SEE ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE
FOR SILL SIZE AND
PLATE NAILING: DOUBLE TOP PLATE
PLATE w/5-10d NAILS
CONNECTION EACH SCHEDULE 6/S2.0 3/8 40 16 2x2x V, 1 3/4
0.131xY TOE NAILS: SOLE PLAIE ANCHOR: 1/8' CONTINUOUS OVER— INTO TOP PLATE & 5-10d
END FOR SILL SIZE AND tp
(3) @ 2x4,- CONNECTION EACH V2'TO x; 6" LG (MIN 1/2 48 24 2x2xi/8 31/2 1 3/4 6�i HEADER NAILS ' INTO BEAM. SPACE
(4) @ 2x6, END 341T EMBED.) MASA 48 24 N/A N/A N/A MAX @ 48" O.C. OMIT IF WALL
(5) @ 2x8. THREADED ROD JL SHEATHING IS INSTALLED
ANCHOR DRILLED & ><1 ON FACE OF BEAM
PT. SPF#2 EPDXY w12_"0 x J" _%�
0 0 rFIELD ALTERATION
SOLE PLATE PLATE WASHER, 00
SEE SCHEEULE BELOW 0 0 CONTRACTOR SHALL CONTACT LOU
A A A 8—GUN_.____4w 0 a PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
NAI MODIFICATIONS V+VCH MAY VARY
FROM THE INTENT OF THE ORIGINAL
FUI L HEIGHT ANCHOR OR CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
FOUNDATION, SEE PLAN DTT2Z HOLD DOWN AT BASE BEING APPROVED BY LOU PONTIGO&
OF POST. CS18 @ BASE IF MIN. (2)2x4 WOOD ASSOCIATES MAY RESULT IN
8 1/2 ADMIONAL ENGINEERING OR
PORCH IS AT 2ND LEVEL. BELOW. & (1) ADJ. INSPECTION FEES.
WALL FRAMING AT WALL FRAMING AT MAX. MIN. WALL FRAMING AT OeTION B TO PORCH HEADER.
PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE DROPPED HEADER CONDITION
PLATE BREAK
TYPICAL PORCH BEAM CONNECTION
-ryp. WALL SECTIONS
� SCALE: 3/4" = V-00p
-o 0
NOTES: 1 11/2 1/2
1. TYP. CONNECTION AT STUD COLUMNS, (3) ROW OF 1 Od
JACK—TO—KING ASSEMBLIES, CORNER POST, ETC.
0 0.C. 0 0
NAILS 0 8
0 �STAGGERED 0
2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
IN ADDITION TO (2) PLYS
2x4 MEMBERS:
0
ROW OF 1 Od 0 0
NAILS �O 4" O.C. 8d COMMON NAILS
(4) ROWS 12d
0.Ct AT 3" 0.C.(TYP) 2xl 2 OR (2)2x6 OR (2)ZK4 SYP#2 LEDOE'R,
2
AT 1 0 0
2& MEMBERS:
FASTEN TO ROOF FRAMING BELOW
EA. SIDE.
0 �s
(2) ROW OF 1 Od 8d COMMON NAI I
2)2 x16 OR' (2 w/ 4-12d NAILS AT EACH RAMR.
NN 2xl 2 OR )2x4 SYP#2 LEDGER
(3) ROWS 12d C4 NAILS4 4" O.C. AT 3 O.C. Y, ROOF SHEATHING
FASTEN TO RO& FRAMING BELOW
STAGGERED
AT 121, O.C. 2 PLY 3 PLY w/ 4—�1'6%4" Ji'��,XG SCREWS' NAILS OVERFRAME RAFTERS, SE� PLAN.
J
AT EACH RAFTLR.
EA. SIDE. BEAM. BEAM.
ROOF SHEATHI G;. !
2 & 3 PLY BEAMS
2x4 OR LO POSL 20 P
OVERFRAMEL RAFTE�S, SEE PLAN.
H2.5T RAFTER TO LEDGER
AND LEDGER TO ROOF MEMBE�.
pi 3)ROWS OF THESE STRAPS
(3)ROWS OF 5 04/pp
TRUSSLOK TRUSSLOK SIMPSON H3 w/ 10-8d COMMON 2x4 SPF#2 MAY BE OMITTED
ENGINEERED WOOD ENGINEERED 'WOOD NAILS FR LOM RAFTER TO LEDGER BLOCKING WHEN OVERFRAME
11 FASTENERS @ 24 0.C RAFTER LENGTH
FASTENERS 0 24 O.0 AND., LEDGER TO ROOF MIEMBER. ALT. TO 130TH H2.5T. ABOVE I—Vt CO
AS SHOWN AS SHOWN PROVIDE MTS12 OR CS16 DIRECTLY LESS THAN 4
ROOF MEMBER. BETWEEN OVERFRAMING RAFTER
AND ROOF MEMBER.
3—PLY EXISTING
4—PLY ROOF N EMBER.
14" LVL AND GREATER PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT
QVIER0RAME AT EXISTING ROOF TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING.
rT�
BUILT-UP MEMBER FASTENING ��4 DECK LEDGER AT OVERFRAME RAFTERS OVERFRAME LEDGER DETAIL
S2.0 SCALE: 3/4' 1 —0
1\�-O �-O
WINDOW SILL SCHEDULE
ROUGH DROPPED HEAD MINIMUM END 2x4 BLOCKING
OPENING OR SILL PLATES FASTENER EACH END @24" O.C. FASTEN
< 4 -4" (1)2x4 SPF #2 (4)12d TOE NAILS EACH END w/3-10d FRAMING
< 6 -4" (2)2x4 SPF #2 (5)12d TOE NAILS TOENAILS DETAILS
<1 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS' SYP#2 (2)12d TOE
4 12 V-0111 I (3)2x6 SYP #2 1 (1)A35 + (4)12d TOE NAILS HEADER, NAILS E.E.
PER PLAN OPENING (MIN)
SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN STUD BELOW 4-10d
WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. N LOWER TOP OVER LAP DOUBLE COMMONS DO NOT SCALE DIMENSMS FROM
(6)12d TOE NAILS —END PLATE AT BREAK TOP PLATES M-ESE DRAWINGS.IF A DIMENSION IS
TOP & BOT. FASTENER UNCLEAR REFER TO THE
2x— SPF T&B w/ WALL INTERSECTION ARCHITECTURAL DRA%4NGS OR
OBIHOGOUAL V CONTACT THE EaR-
12d @ 8" O.C. Al J CORNER WALL INTERSECTION IEW CONDIJIONS
(TYP) KING & KING & JACK CONQITIONS CONDITIONS QF CORNER
3: PLAN NAME
JACKS---�/ STUDS SEE PLAN
OTI
SHEATHING N TOUSEY ADDITION
Ld 7: PER PLAN :aL r i
bi CONT. AT .1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS DESIGN/DRAWN/CHECKED
W) Al HEAD OR SILL
GIRT/VERT SIMPSON LTP4 ON PLATES SEE 2. DENOTES 3%0.131" GUN NAILS @ 6" O.C. VERTICAL OFFICE COPY CS / MK /LAP
JOINT. INSIDE FACE, IF NO SCHEDULE 3. S�L DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE DATE
2x SPF RIPPED JACK STUD 4. E PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED 10.13.16
TO FIT ARCH. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE CONTROL NO.
DEPTH REQ'D. BOX QEAM BETWEEN WINDOWS QROUGH OPN �7, 'SEE ARCH. OPTIONS ARE SHOWN
S ON A TWOL TRUSS I D.
ECTI —A STORY FR6MIRG
IA LPA NO.
T-
r7 FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS SIGN-16-00827
WINDOW HEAD AND SILL FRAMING 1 7,
SHEET
SCALE: 3/4" V-0
S2.0
I\.�-o
S2.0
rAR
CI`
T A6�
oRk S
P TI
SEE
_C4
SHEET 4 OF 5
0
Lou P o n t i S o a n d
Ass oci ate s, Inc.
420 Osceola Avenue
lax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SC:CA# 3579
RIDGE SEE PLAN CONTACT US WITH YOUR COkINAENTS I
RAFTERS TO RIDGE COMMENTS @ LP-A.COM
w/ 6-10d TOENAILS .......
P CIA,
ROOF SHEATHING ROOF SHEATHING, SEE SPECS Q \;\Cp 0
SEE SPECS No.53311
RIDGE, SEE PLAN SEE DETAIL
OVER FRAME t.01
a
-RAFTER, SEE PLA 3/S2.1 S F
OVER FRAME /,--LEDGER
SEE
LEDGER SEE T.
4/S2.0 IM.)
S 2x6 COLLAR TIE
W/ 6-0.131x3"
NEW WOOD
EACH END. OUTLOOKERS, SEE 3/S2.1
FRAME WALL IONS
r7wvls DATENII
FOR CONNECTION
NEW UPSET SUB FLOOR BY
FLASHING
BEAM AND WATER BUILDER
WALL SHEATHING PROOFING BY
CDLING FRAMING, SEE SPECS BUILDER
H2.5T
S:_E PLAN
zi 10'-j" CEILING RELD ALTERATION
\-EXISTING ROOF HU26 HANGER--/"Z \-2x4 BLOCKING HU26 HANGER-/ CONTRACTOR SHALL CONTACT LOU
PONTIIG0 a ASSOCIATES PRIOR TO
TRUSS @ 24" O.C. CEILING FRAMI�;, MAKING ANY STRUCrURAL FIELD
EXISTING BEAM NEW BEAM MODIFICAT11ONS VMCH MAY VARY
—Z SEE PL, FROM THE INTENT OF THE ORIGINAL
EXISTING BEAM SECTION OF CONSTRUCTION DOCUMENTS.ANY
TO BE REMOVED NEW BEAM FIELD ALTERNATIONS MADE PRIOR TO
TRUSS TO BE 2X6 BELOW WALL, BEING APPROVED BY LOU PONTIGO fi
REMOVED ASSOCIATES MAY RESULT IN
NEW STUD WALL LEDGER SEE PLAN, ADDIITIC)NAL ENGINEE174M OR
INSPECT11ON FEES.
2x6 SPF#2 @
16" O.C.
T ON EXISTING FLOOOM
NEW ROOF SECTION r*"2 SEC AT,
S2.1 S2.1
2x4 SYP#2
OUTLOOKER,
@ 24" O.C.
ROOF SHEATHING
FASCIA, SEE SEE SPECS
ARCH IF TRUSS REACTibN EXCEED�S
2300lbs PROVIDE CROPLE STUDS'
DIRECTLY BENEATH TRUSS
ROOF RAFTER 2-SIMPSON H2.5T.
H2.5T @ EA.
SEE PLAN A A
OUTLOOKER
H2.5T 4-12d TOENAILS
.1 bol
32" 0.C. (2 EACH SIDE)
L_j r_7 I I III-- r-m I Lj
2x6 SPF#2 @ 16"
O.C. BALLOON
FRAMED GABLE END
D
C C
(5) 0.113x3
C I ING JOIST
EA. STUD
SEE PLAN
C .
ROUGH OPENING, SEE ROUGH OPENING, SEE
STRAP K114G POST. TO TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT
POST BELOW WITH 2-CS16
STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16
2X6 SPF#2 @ STRAPS WHEN FULL HEIGHT
6 Of 0.C. ANCHORS AR NOT USED
WALL SHEATHING CONTINUOUS 1 SUBrLOOR BY ANCHORS ARE NOT USED
THROUGH BEAM BELOW
10d @ BUILDER
6 11 0.C. HEADER DOWN CONNECTION HEADER UP CONNECTION
------------ --------
CONNECTION CONNECTION
CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR FRAMING
FLOOR SHEATHING A H2.5T @ 32" O.C. TOP BOT A LSTA18 @ 32" O.C. DETAILS
SEE SPECS
B SEE PLAN B SEE PLAN
C (1)MSTA24 STRAPS C (2)CS1 6 STRAPS
2x12 BLOCKING EXISTING FLOOR JOIST D FULL HGT THREADED ROD SEIPLAN D FULL HGT THREADED ROD SEE PLAN
TO REMAIN 'AS-IS' OR HTT4 HOLD DOWN AT BAS� (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) DO NOT SCALE DIMENS11ONS FROM
CS1 8 @ THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
32" O.C. EXISTING BEAM ARCHIITECTURAL DRAVVINGS OR
TO REMAIN
PLAN NAME
TOUSEY ADDITION
4 HEADER TIE DOW DESIGN/DRAWN/CHECKED
�3 SECTION MIEN
NOTE CS MK /LAP
S2.1 TH I S DETAIL ONLY APPLIE. WHEN NOTED ON PLAN OFFICE COPY DATE
10.13.16
CONTROL NO.
TRUSS I D.
LPA NO.
SIGN-16-00827
SHEET
S201
IV
C
T
*F'111 +F
TI?
SHEET 5 OF 5
1, *0-11
K., V I N AA U[,, L., I CAN
INC
TOUSEY RESIDENCE
306 12th STREET 904 -74�2- —�2� E2-- -74
ATLANTIC BEACH FLORIDA
NOTE: PRE AND POST DEVELOPMENT AREAS WILL BE THE SAME. COVERAGE OF LOT
FOOTPRINT OF STRUCTURE WILL NOT CHANGE.
EXISTING AND PROPOSED COVERAGE:
LOT AREA: 16,752 S.F.
PRE AND POST DEVELOPMENT AREAS: BUILDING S.F. : 3,759 S.F.
DRIVEWAY STRIPS: 376 S.F.
LOT 167752 S.F. FRONT WALKWAY(GRAVEL): 0 S.F.
A/C PAD: 36 S.F.
GARAGE STOOPS: 44 S.F.
BUILDING AREA 37759 S.F. REAR TERRACE AND POOL: 760 S.F.
DRIVEWAY STRIPS, POOL, TOTAL IMPERVIOUS: 4,975 S.F.
TERRACE, PADS, STOOPS: 11216 S.F. % OF COVERAGE=4,975 16,752 .30%
TOTAL IMPERVIOUS 4,975 S.F. = .30 %
SHEET INDEX
8 0
3
SP1 SITE PLAN
Al FLOOR PLAN
74
OL A2 EXTERIOR ELEVATIONS
A3 EXTERIOR ELEVATIONS'
A4 EXTERIOR WALL SECTIONS
A5 ELECTRICAL PLAN
SO.0 DESIGN CRITERIA AND GENERAL NOTES
20 E31R
S1 .1 1ST LEVEL WALL FRAMING, FLOOR & LOW ROOF FRAMING PLAN
S1.2 2ND LEVEL WALL FRAMING PLAN & ROOF FRAMING PLAN
S2.0 FRAMING DETAILS
S2.1 FRAMING DETAILS
DESIGN CODE REQUIREMENTS
EXISTING SECOND FLOOR DECK
rq AN D PORCH TO BE ENCLOSED
W --------- IN -HIS AREA ABOVE.
2014 FLORIDA BUILDING CODE 5th EDITION -
EXISTING BUILDING - PRESCRIPTIVE COMPLIANCE
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C� 2010 FLORIDA RESIDENTIAL CODE
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all 2010 FLORIDA FUEL GAS CODE
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2011 NATIONAL ELECTRICAL CODE
0
EXISTING NFPA 101 LIFE SAFETY CODE - FLORIDA
2 STORY
MODIFICATIONS 2010
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FLORIDA FIRE PREVENTION CODE - 2010 EDITION
2014 FLORIDA ENERGY CODES
L-------------------------i
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CURRENT CITY OF ATLANTIC BEACH ZONING AND
U) _1
CONSTRUCTION CODES.
z
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Y1NO UNDERGROUND OR OVERHEAD
0 UTILITIES IN VICINITY OF PROPOSED
WORK
---------- ---------- --------
ALL BEDROOMS IN THIS RESIDENCE
------------- TO MEET OR EXCEED THE
------------- EMERGENCY ESCAPE AND FIRE
REQUIREMENTS BY HAVING AT
LEAST ONE WINDOW OPENINQ PER
iL---------------------------------------------------- ---------------------- ---------------------- --------- ROOM OF 5.7 SQUARE FEET AND
MEET THE SILL REQUIREMENTS OF
< 30' BRL LESS THAN 44" ABOVE FINISHED
FLOOR. REFER TO WINDOW TAGS
AND CORRESPONDING ROUGH
W 70
OPENING SCHEDULE.
N
144L _j
0. 1
N 730 44' 00" E 78-071 . .N- 71 .%59' 53" E
1 .831
No: DATE: REVISIONS:
11-4-115 BLDG DEPT COMMENTS
12 T H S T R E E T
HOAAF, P-,.F.,, NOVA-rION
F 0 P_-�
A[:�CHITFCTW�
51 T� r;[.,AN
This drawing In an Instrument of swvIce and th;
property of Kevin E. Mullican. and shall
architectural 5ife P131 remain his property. The use of this drawing sholl
SCALE: 1 of 101-011 be restricted to the original site for which It Is pro—
NOV 8 2016 11
1\�Pi pared and publication themof to expressly lknited to
rich use.
Job No: Shoot Nw.
Date: 911912016
Scale:
Drawn:
Checked:
OFFICE Copy
F,: , MULL, 1CAN
P F.-I 516 N F., I N C
9 0 Aj- —7 A4�2 !��2 �2 7 Aj-
PROPOSED SQUARE FOOTAGE
A/C 1 ST FLOOR 1828
A/C 2ND FLOOR 1996
TOTAL A/C = 3824
PORCH:
FIRST FLOOR = 758
SECOND FLOOR 190
————--——————
GUEST = 365
1 F ————--——————
GARAGE = 576
STORAGE = 132
1 L
TOTAL SQUARE FOOTAGE 5845
I F 41
ADDITIONAL A/C SQUARE FOOTAGE
——————————————
A/C 2ND FLOOR = 316
I r
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L-I U 1516" 161-611 231-911
,O_ - -- I i
D 31-011 81-311 81-311
3'-011 9,-.--- L
F1
I L J L I -SE��DH 3061 DH
L ——————————————— -
NOTE: BEDROOM TO HAVE
LEAST ON WINDOW WITH A LEAR
A]
EGRESS OPENING OF 5.7 SQ. =T, WITH C
1�140
MINIMUM DIMENSIONS OF 24" IN HEIGHT (10
00
AND 20" IN WIDTH. C 014E� ED
L.E=-RING
NEW
RC-i
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4 4 0 4 0
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9
CN
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2L=L----——————— —————————-2L A E
HOMF., 1.9s.F., NOVATION
TH E� TO U51F,Y 5
F L,0 0 P-1.
PLAN
This drawing Is an Instrument of eerWce and the
property of Kevin E. Mullican. and shall
remain his property. The use of this drawing Mall
be restricted to the original site for which It Is pro-
pared and publication thereof In w9raWy limited to
50con� floor such use.
L:f Al SCA E: 1/410 1 1-011 Job No: 16-21� Shoot No.
Date: 911912016
Scale:
----———— —————--
Drawn: Al
Mocked:
OFFICE Copy
30 YEAR ARCHITECTURAL SHINGLES OVER K,.�_V I N M UL., L... I CAN]
PEEL AND STICK UNDERILAYMENT ON
7/16"OSB SHEATHING (OR PER ENGINEERING)ON
PRE MANUFACTURED ROOF TRUSSES. P F,-_ 516NF� INC
CONTINUOUS ALUMINUM EAVE DRIP ON 904) -74
CONTINUOUS P.T. 1"x 4" NOSING
OVER CONTINUOUS P.T. 2"x 8".
CEDAR SHAKES ON
ZIP WALL SHEATHING ON
2"x 6"STUDS @ 16"O.C..
12
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north olevation
A2 SCALE: 1/4" 1 1-011
30 YEAR ARCHITECTURAL SHINGLES OVER
EXISTING PEEL AND STICK UNDERLAYMENT ON
7/16"-OSB SHEATHING(OR PER ENGINEERING)ON
PROPOSED ADDITION =00 PRE MANUFACTURED ROOF TRUSSES.
CONTINUOUS ALUMINUM EAVE DRIP ON
IT 11 11 IT 11 11 IT 11 11 ........... CONTINUOUS P.T. 1"x 4" NOSING
11 111111 11 IT I 111 11 11 1 OVER CONTINUOUS P.T. 2"x 8".
111 11 IT 11 11 IT 11 1111 11 11 IT 11 H U 11 11 [1
ITTII 111111 11 IT 11 11 IT 11 111111 111111 111111 12 1-0...............
11 1 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 u 11 1
1 11 IT 11 11 IT-11 11 IT 11 111111 11 IT 11 1111-11 11 IT 1 1111 11 1111 11 111 1 16
11 IT 11 11 IT 11 �*111 IT 11 111111 1111 11 11 IT 11 11 IT 11 11 IT III
I I I IT I I I 111111 TIT71I 11 IT 11 1111 F 1 111111 111111 H 1111 H IT 11 H 1111 _1J1fflH
111 11 IT 11 11 IT 11 11 IT 11 H IT I I
1 11 jjjQj 11 .1j,",TJ 1111 !1 IT II III 1 1 _T I-T It I
10'-0" PLATE ALUMINUM DRIP ON
TOP OF WINDOW
11 11 IT 11 HARDI BOARD 1"x 8"TRIM BOARD.
11 IT I ti- ll [TII I IT 11 11 IT 11 11 IT 11 11 IT 11 1 11 IT
11 11 IT I I Hl
I H IT HIT 1 11 IT 11 11 IT 11 1111 LILL
I I I 1 1 11 IT 1 11 IT 11 111111 11 1jjI
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HIT 11-11 11 IT 11 11 IT 11 11 IT 11 Lai— ZIP WALL SHEATHING ON
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11 IT III IT Li 11 11 IT II III LI 1 11 1
9 11 HITII 111111 111111 11 2"x 6"STUDS @ 16"O.C..
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11 IT 11 11 IT 11 1111 11 IT 11 11 IT 11 IT 11 H Ll 11 1 11 IT H [111 11 IT 11 11 IT 1 11 IT I Iiii li Hilli iiii li HHH 1111 11 IIITII III III
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Iril IIITII 1111 1 L No: DATE: REMSIONS:
I ITII IIIIII II [T I IIITII 111111 IIITII I ITII IIIII IIII HLII 1111111 1 1 1 1 1_111111 IIIIIIJI lol-
CNI 10'-0" PLATE 1111IT11 111111 111111 111111 11 Ti I FIT_TI IFMI IIIIII IIITII 11 1 IIITII IIIIII L111 IIIIII 1_10-11 IIITII 111111 IIITII 111111 111111 111111 111111 111111 11 111
11 IT 11 1 IT 11 I1jTfj 11 11 IT I H 11 11 IT 11 1 IT 11 111111 11 I�11
H IT 11 11 11 1 11 1 �"l 1 11111 IIITI 111.111 IIIjhJ 11 11 TII IIITII 11771 InTil 11171171171 [771=111 _TI7 11 11 IT il Il IT 11 11 IT ri 11-4-16 BLDG DEPT COMMENTS
11 11 IIH 11 1 1-1171111-MI-HIT11 Il IT
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11IT11111-T-11-1-1 I III Il IT 11 IT' U
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00 11 IT II II IT JIT [11 11 IT 11 11111 11 11 1 11 IT 11 111
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I ITII IIITII IIIIII IIITII I IIITII IITII 11VII[4" 11 [111 11 IT 11 1111 111 L 11111 1 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1 IT 11 111111111
1111 11 11 IT 11 lill 11 11 IT 1 1111 11 11 IT 11 IT I -1 11 LLIL 11 IT 11 11 IT 11 11 If 11 11 IT 11 111111 111111 IIITII 111 11 IIITII III H 0 AAF, P-,[�, NOVATION
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. . . . . . . . . . . . . . .
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5OUt F,;[,F,VA-rl 0 N5
K'2 h 0 10 wt on
SCALE: 1/4" 11-000 This drawing Is an Instrument of service and the
property of Kevin E. Mullican. and shall
remain his property. The use of this drawing shall
be restricted to the original site for which R Is pro—
pared and publication thereof Is w9resally limited to
such use.
Job No: 16-21� Sheet No.
Date: 911912016
1/411 1 1-01 1
Drawn: M, A2
Mocked:
OFFICE COPY
T�
Ed]
Ell
-NNW,
30 YEAR ARCHITECTURAL SHINGLES OVER V I N E� AA[1, L., I CAN
PEEL AND STICK UNDERLAYMENT ON
7/16"OSB SHEATHING (OR PER ENGINEERING)ON 6 NJ F� PN" I N C
PRE MANUFACTURED ROOF TRUSSES.
CONTINUOUS ALUMINUM EAVE DRIP ON 1?04) 7A4�2 �7 �7 7Aq
CONTINUOUS P.T. 1"x 4" NOSING
OVER CONTINUOUS P.T. 2"x 8".
EXISTING
PROPOSED ADDITION
I T I I I I I T I I it I I IT I 111 11
12 16 '[�;r 1�;r
III IIIIII lilt IIIIII lilt
11 Mill III 1 11 111111 111111 HTF11 IIIIII HIT[ 1111 11 IIITII 11 IT 11 11 IT 11 111111 111 1
11 11 IT 11 11 IT 11 11 IT III I I!fTT Ul 1111 11 IT 11 11 IT 11 11 IT 11 H IT 11 1111 11 1111 11 11 IT 11 1111 11 1111 01- 1 H I
1 11 IT 11 11 IT 11 HTT 11 11 IT 11 11 IT 11 1 11 ITTI 11 IT 11 11 IT 11 111111 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 1 11
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TOP OF WINDOW I IT 11 111111111 111111 11- IT 11 Ill 1 .1 11 IT I— 11111 11 IT 11 - Ill 11 11 IT II
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9 ZIP WALL SHEATHING ON 11 IT 11 11 IT 11 11 IT 1 11 111 1 ill 11 111 11 ill I IIITII IIITII I IT 11 11 IT 11 IT 1 11 IT 11 11 IT 1 11 IT 11 11 IT 11 11 IT II II IT 1 11 IT 11 1 --T1I I Ea
IT 11 1 1 11 IT 11 11 IT 11 IIITIl 11
co 211 x 6" STUDS 0- 16"O.C.. 1 11 IT 11 111111 1111 ill] I 1 11 IT 11 11 IT 11 11 11 11 IT 11 IT Il H IT 11 11 11 ill 11 11 IT II 111 11 11 IT 11 11 IT 11 11 IT 11 1111 11 11 IT 11 11 1 11 1111
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1 11 IT 11 11 IT II II IT I IITII IIITII IIITII 1111 11 111 11 IIITII IIITII IIITII 11
I IIITII HHII U.11.1111 IT 11 1111 11 IT 11 -A IT 11 1111 IIITII Ill 11 111111 IIIT I IIITIl IIITII IIITII IIITII I
ji 11 11 IT I
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11 11 IT 11 11 IT I I I I it I I'll 1 11 IT 11 11 11 11 IT 11 11
CY) IITII 11111 111111 111 11 1111 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 JIT"-11 IT 11 11 IT 11 11 IT 11 IIITII IIITIl IIITII 11 IT 11 11 IT 11 JIJTII IIITII IIITII IIITII I
I IT 11 11 IT 11 IIMJIT[J -11 IT 11 11 IT 11 11 IT I IT 11 111111 r L HTII 111111 1111 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1 IT 11
SE,COND FLOOR -1111 1 1 1 11 HITH 11 'HI-111TIl 11 -H-LL IJITT-flJI1TII 111111 HIT-11-111 JIITII HITH HIT 12
34 1 1 11111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 H I-T 11 11 IT I J I M 1W-1 I IT 11 1 IT 11 11 IT 11 11 IT 11 11 IT 11 11 lill 11 IIITII IIITII IIITII IIITII IIITII Ill
IIHI IT 11 IIITII 11
I 1111 11 IIITII IIITII 1 111111 11 IIITII HITH H1111 U111TH-1 11 IT 11 nill 11 if I 1 11 11 IT 11 11 IT 11 -Ull IIITII 11 Ill 16
ITII UITII 111111 111"11
11 IIITII 111111 11111 11 11 IT U_L11 Lj �'i-
N 10'-0" PLATE 1IITII 111111 IIITII U JIMI �Lll 1111 IT 11 11 11 11 11 IT 11 1 1 IT 11 H 1 11 IT 11 11 IT 11 11 IT 11 1111 11 111111 11 IT 11 1-[1 IT 11 1 1 101-01, PLAT�
i -T IIITII IIITII IIITII IIITI1 IIITII IIITII IIITII
11 1111 111 7171 IT 11 11 1
10'-6" PLATF,
11 11 IT II 111 11 11 IT II II IT
JOP OF WINDOW =n'l III I it it
lilt I IT 11 IIITI 1 11 IT 11 11 IT 11
IITI 11111 [T 11 111 -'U U 11 U it 11 11 IT 11 11 IT I I I T 1 11 11 IT 11 11 111111 IT[-] II HIJ 11 lilt ill ill
IIITII 111111 111111 11 IT 11 111111 11 IT 11 1 IT II II IT 1 11 IT 11 -TIITII 111111 11 IT 11 J1 11-11 IT II II IT 11 1111 11 1 11 IT II III it 11 IT 11 111 11 11 IT I
1 11 IT 11 11 IT 1 11 IT I IIJITF-11 11-UT-111-11-[T IIITI Fil Hill 1 11 IT 11 11 IT 11 11 IT 11 1 1 11 F 11 11 IT
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I ill ill I IT III III JIMIY I 1 11 IT 11 11 11
I TJ1 Jill JIMI Ji 111 1111 IT 11 11 11 11 IT 11 11 IT 11 11 IT 11 1111 Tll Il IT 1 11 H IT 11 11 IT 11 1
II'jT 11 1111 11 11 IT 11 11 11 IT H
I I I lill 11 1 1 1 1 1 11 11 ill -I T111 Jill II IIII
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11 IT 11 11 IT 11 11 IT I I IIITII IIITII Ill 11 IT 11 1111 1 11 IT 111111 11 IT 11 11 IT 11 1111
11 11 IT 11 11 IT 11 111' T11 Hall Uall 1111 11 11 IT 11 1 11 IT 11 1111 1 IT 11 111111 11 IT 11 11 IT 11 il 17 11 0)
9 1 IIITII IIITII ill] 1 11 IT 11 11 IT 11 1 1 111111 1 111111 11 IT 11 11 IT 11 11
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00 H [TI HIT IITII IIITIl IITIIIII 11 1 IT 11 11 IT 11"ll 111111 IIITII IIITII 1111 11 IIITIl IIITII I' ll IIITII IIITILI
11 1 Jill I IITII IIITII IIITII IIITII 11 L 11 11 IT II III Ull IIITILIIITII
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1111 11 11 IT 11 11 IT 11 11 Ij 11 11 IT 11 11 1 utffs FIRST FLO FIRST FLOOR,
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IT T 11 11 IT 1 11 IT 11 11 IT 11 11 IT 11 11 H 11 IT 11
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1 H IT 1111 �14111 IT 11 11 [111 IIITII IIITII IIITII Ill 11 1111 11 IIITII IIITIl IIITII Ill 11 IIlTII 111' HIT il III
IT 11 1111111 1- -911 11 IT II JITT11 II IT ITII IIITII 111111 IIITII 111111 111111 11
I Hill I 1 111111 1 Ill 111T 11 1
bo -j" I-IIJ11 IIITII IIITII 11 ITII Ill HIJI IIIJI 11 IT 11 11 IT 11 11 IT 11
11 111111 111111 11 IT 11 1111 1 IJIT IT-TI 1 11 11 IT 11 11 IT-11 I I IT-I U all 11-4
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11 H I-T 11 H ff 11 11 IT 11 11 rT1 J 11 H [J 11 11 IT 11 11 IT 11 11 ITII H [JII IIITII 1111 11 IIITII Ill............................
JIM JIJT11Jl IFF11111-M- 1 111111 111111 111111 lI11T-flJIJTJI 11 IMI JI-H JITT 11 11 IT IITII HITH IIITII IIITII IIITII 11
11 111111 IIITJ.,L,.WIITII IIITII IIITII 111111 IIITII nu r IIITII IIITII 111111 1111 11 [111 IIITII 111111 IIITII IIITIl
I I j ill J I IT 11]1-] 1 JITTIl IIITII 1111JI IIITIIIIITI 111111 1111 1 ITflJIJ1II 111111 111111 1111 11 111111 IIITII IIITIl 111111 111111 IIITII HITH 111111JIM-111T]
111 111111 II [TlI IIITII IIITIl HI-311 II IT II 111 11 IIITII 1111 1 HIJII 111111 IIITII Ill 11 IIIJII IIITII IIITII IIITIl HITH IIITII IIITII IIITII IIII'll IIITII Ill
ECOND FLOOR I T 11 11 IT 11 11 IT 11 11 IT 11 111111 11 IIITIHI Ill 111111 ill 1111 JITH 11 IIITII IIITIl IIITII IIITII 111111 IIITII IIITII IIITII
111111 111111 IIITIl IIIIII IIITII I IT 11 11 IT 11 I-T 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 U [111 11 IT 11 11 IT 11 11 IT 11 11 IT 11
-TIJIJTJl 111111 HITH HIT11 II[T-IIJITTJ
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- - -A#1711 11 IT11 ill TITTTI_717T -A -1111 11 IT 11 11 IT 11 10'-0" PLATE No: DATE: REVISIONS:
10'-0" PLATE I JITT-11 I I IT 11 11 �T R 11 11 11 IT 11 11 IT 11 111111 111111 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 1 11 1 JIM 11
H H 11 1111 11 11 IT 11 11 IT 11 11 IT 11 IT 11 11 IT 11 11�11 11, 11,11.11 [1 ill I
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T-11 Ji IT 11 H [1 1P IIIII IIITI 11 111111 111 11 IIITII IIITI1 111111
10'-6" PLATE ITU jljj:ll I I r I Hi -TJLJJ
I 1 11 11 H It I I I 1 11 H H 11 H H 11 H I HIT11 lilt 11 lilt 11 lilt 11 ill
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1111 11 1111 11 1111 11 1111 11 11 11 11 11 11 M JITFfl 11 11 IT 11 1111 LLjLII IT II I JJ ILWT 11 11 IT 11 111
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1-11 IT 11 11 IT 11 11 IT 1 11 if 11 1111 11 11 IT IIIIII IIITII H Ill 0 /4\
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9
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00 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1111 11 11 IT 1 11 IT 11 11 IT 11 11 IT 11 11 IT 11 -11 II-IT11
1111 1111 1 111111 ll[Tll]IITIIJIJTFIIII I I I 1 11 11 11 IT 11111 Hill 11111 T IIITII IIITII IIITII Ill
111111 111111 111111 IIITII Ill 11 IT 11 HIT Il. 11 IT 11 11 IT 11 11 IN 1111 11 Il IT II H [T ill 11 lilt 11 1 IIITII IIITII IIJTII I Lill E.-IT 11 111
I 11-IT 11 11 IT 11 11 IT 11 11 IT-11 11111111 1111 .1 Will IIITIl IIITII IIITII 11 1-JI IT 11 11 IT 11 111111 111111 11 IT IFIT 11 11 IT 11 111111 111111 11 IT 11 11 IT 11 11 IT II II--H III I it it 11 11 IIITII 11 IT11 IT I
11 IT 11 11 IT 11 11 IT 1 11 IT 11 11 IT 11 1111 11 IT 11 1111 11 11 IT 11 1 IT 11 111111 11 IT 11 1111 11 IIITII 11111 1 11 IIITII IIITII IIITIl IIITII IIITII IIITII 1 11 IT 11 11 IT 11 HOAAF, r?..F, N OVAf 10 IN
- 11111111 11 IIII-1-ul Ml I A IT" -
JITTTI-fl 11 111 1 11 IT II III IITL 111 JITT JIM jiml JIMI JIM JI1TTT 11 IJI 11 11 IT 11 11 IT 11 111111 11 1111 11 lilt 11 lilt
11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT I I IT 11 11 H 1 1111 11 111] 1 TII IIITI� 11TI 11111 1 11 11 IT 11 11 IT 11 TII IIITI FIRST FLOOR
FIRST FLOOR FIRST FLOOR I I 44�741T 11 11 IT 11
I fl-IT 11 11 IT 11 11 IT 11 11 IT 11 [1 14wpl 111 ill 1111 1 1111 11 111121�� Il Il Ill � ill -Iill 11 IIITII IIIJI
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
GARAGE [ill III I IT H I III Miff I . . . . . . . 0
9 1 1 if In
FLOOR 11 T1 it ft'' I L pill lj_W 111TH 11 1111 11 11 Tt;EFINI H GRADE CN TH -ro u5r�Y 5
FINISH GRADE
WO!A 0 vat'i on F,XTY,P-,10 P-1,
3 SCALE: 114'= 11-041 F,L,F,VA-rl 0 NJ 5
This drawing Is an Instrument of service and the
property of Kevin E. Mullican. and shall
remain his property. The use of this drawing shall
be restr1licted to the original site fbr which It Is pro-
pared and publication thereof to opressIlly Ilknited to
such use.
Job No: Shoet No.
Date: 911,912016
scalle: I/�11--1 1-011
Drawn:
Chocked:
OFFICE COPY
Iff-1.7f L1
ITI_IJ 11 M71TTTI
Ifli I I TT-1-1
t
LLN
----------
V I N M UL, L., I CAN
P F...' 51 CA N F." r_1".j I N C
-74
( 90AI-) -7 A4�7 E2 E2
12
11-011 6
30 YEAR ARCHITECTURAL SHINGLES OVER TYR
PEEL AND STICK UNDERLAYMENT ON
7/16"OSB SHEATHING (OR PER ENGINEERING)ON
PRE MANUFACTURED ROOF TRUSSES. ...... SPRAYED FOAM INSULATION
-j
CONTINUOUS GALVANIZED EAVE DRIP
ON CONTINUOUS P.T. 1"x2"ON
CONTINUOUS P.T. 2"x 8"
1/2" HARDI BOARD SIDING
2"x 4" P.T. BLOCKING
HARDI BOARD 1"x 10"TRIM BOARD
SMOOTH FINISH ON
1/2" DRYWALL.CEILING
U� SEE STRUCT RAL SHEETS FOR ENGINEERING NOTES
U� ON STRUCTURAL MEMBERS AND CONNECTIONS.
00
0
0 1/2" DRYWALL.ON 2"x6"
z STUDS @ 16" O.C.
§ *SEAL ALL TYVEKa JOINTS AND
U_ PENETRATIONS WITH APPROVED TAPE.
0 R-19 FIBERGLASS BATT
0- INSULATION BETWEEN STUDS (ex. DUPONT CONTRACTOR TAPE). WINDOWWITH
*FASTEN TYVEK9 TO SHEATHING WITH
INTEGRAL MOUNTING
LARGE HEAD NAILS FLANGE
2'-0" DEEP FLOOR TRUSS OR USE NAILS WITH LARGE PLASTIC
CEDAR SHAKES ON (SEE STRUCTURAL) WASHER HEADS. (ex. DUPONT WRAPCAPS) MINIMALLY EXPANDING
ZIP WALL SHEATHING ON *LOCAL LAWS, ZONING, AND BUILDING POLYURETHANE FOAM OR
CODES VARY AND APPROVED CAULK
2"x 6"STUDS @ 16"0 % THEREFORE GOVERNS OVER MATERIAL (AROUND WINDOW RSO) CAULKING
% SELECTION AND DETAILING SHOWN BELOW. WRAP TYVEKa INTO
TYPICAL WALL OPENING&TAPE TO TYPICAL WALL
SILL(ESP. @ CORNERS)
CEDAR SHAKES USING TYVEK@ FLEXWRAP— CEDAR SHAKES
c1q. WOOD FURRING WOOD FURRING
TYVEK(& HOMEWRAPs LAP&TAPE TYVEK. TYVEK@ HOMEWRAP@
7/16" PLYWOOD SHEATHING AT JOINTS(UPPER SHEET 7/16"PLYWOOD SHEATHING
2"x6"WOOD STUDS OVER LOWER SHEE-n 2"x6"WOOD STUDS
w/R-19 BATT INSULATION w/R-19 BATT INSULATION
1/2"GYPSUM BOARD 1/2"GYPSUM BOARD
MINIMALLY EXPANDING FASTEN TYVEKa FLEXWRAPTM
POLYURETHANE FOAM OR CORNER USING MECHANICAL
APPROVED CAULK INSTALL TYVEK@ FLEXWRAPTM
FASTENER
(AROUND WINDOW RSO)----�: OVER MOUNTING FLANGE. LAP
TYVEKa &TAPE JOINTS. INSTALL TYVEKs FLEXWRAP7m
WINDOW WITH AROUND PERIMETER OF OPENING
INTEGRAL MOUNTING
FLANGE
"'**4� WinjoW hea� eta I I
2 Wjr�OW 15111 �Ota I I
A4 NTS A4 NTS
EXISTING FIIRST FLOOR
PORCH STRUCTURE TO REMAIN.
No: DATE: REVISIONS:
11-4-16 BLDG DEPT COMMENTS
GRADE
N C F...'
N F.�'W r t2r,
For,."
TH F." -ro u5r�y 5
7hb drawing to an Instrument af service and the
wall 5ection property of Kevin E. Mullican. and shall
renicin his propsrty� 7he use of this drawing shall
4 SCALE: 1/211 11-011 be restricted to the origind oft for which It Is pro—
pavc! and publicatici f Is w9rvesly limited to
such us&
Job No: 16-21-5 Shoot No:
Date: 911912016
Soda 1/211--11-011
Drawn: A4
OFFICE COPY
Kl V I N F,, M UL, L., I CAN]
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90Aq) -7 5�-7Aq
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220
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.00, .............
9
PFE-WF FOP,CELINC4 FAN
ADJUST LOCATION OF WITH�ICIHT`
EXISTING ELECTRICAL
ON PORCH.
NOTE: PROVIDE ARC FAULT
RECEP IN ALL BEDROOMS. L FAN/
PROVIDE CARBON MONOXIDE
DETECTOR PER CODE.
. ........................ . EXHAU5T`FAN]WTH LICAHr
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. ........................ . P15CONINECT 5WTCH
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'REC EXISTING ELECTRICAL 00 PHONE . ................... . PHONE
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L4 -----------------
-----Lj
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-- ---------- I L——————————-
-—————————————————
OE
------------ ----
-------------I
DATE:
REMSIONS:
E: 1 11-4-16 BLDG DEPT COMMENTS
A
IF771 ———---——— F
0 =T-——————————tr I
LL�JL- -------- ----- ----
7his drawing Is an Instrument of seroce and the
property of Kevin E. Mullican. and shall
remain his PrOPertY. 'The use of this drawing shall
be restricted to the original site far which It Is pre—
floor Pared and publication thwsaf is "prwdy limited to
I such use.
—--——————————— E: 1/411 1 1-011
Job ;o.- Sheet NO.0
Date.-
911912016
L ——————--—————— Scale:
Drawn: K��.M,
Chocked:
OFFICE COPY
DESIGN S CIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS
DESIGN CODE: COMPONENTS & CLADDING till
of
Rip SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6 O.C. EDGE & FIELD
- RESIDENTIAL ALLOWABLE DESIGN PRESSURES
2014 FLORIDA BUILDING CODE
S
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLAN
INTERIOR EDGE STRI,
TRIBUTARY 16N�:
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE.
to O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN
f 19 OD SHEATHING, NAILED w 0.113x2 RING SHANK NAILS @ 6 OC. EDGE & 6
AREA (sf) tAi f
ZONE (PSF) a 4 �
j
Lou Pontigo and
F��;FIJG�
DESIGN LOADS: ACTUAL AND UNIFORM �- t I :: ;, * il,4, - 1� ;
+25.6 -27.7 +25.6 34.
10
Associates, Inc.
ROOF FLOOR.
WALL SH t AT
ROOF LOADING (cd=1.25) (cd:,==1.00 50 +22.9 -25.0 +22.9 28.8 tAll'HINQ SPECIE IONr--
7/% �4/' 6, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE 420 Osceola Avenue
TOP CHORD LIVE LOAD 20 psf 40 psf FLEX16LE F,IN I S H; MJN Jax. Beach, Florida 32250
I -T L
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 Psf 100 +21.8 -23.9 +21.8 26.'6 NS ALLED 'HORIZONTAL Y ORI�:VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WO.OD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL $HALL BE CONSIDERED BRITTLE FINISH. Ph.242-0908 Fax.241-9557
FL:CA#8344 SC:CA#3579
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf
STLJCCO.�� FlWsH.,�-MIN.� 7 to O.C. EDGE AND 6'p O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL CONTACT US WITH YOUR CONIMENTS
0 psf 1 �4/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6
BOTTOM CHORD LIVE LOAD 10 psf 16
5 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE' VALUES (ASD). THE !
COMNIENTS LP-A.COM
BOTTOM CHORD DEAD LOAD 5 psf STO, DS
ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60; AS PER,M'ITTED B Y�
DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHE,� .REDUCTION, GENERAL NOTES:
P
SHALL BE PERMITTED
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180
z
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 WOQQ FRAMING�3PECIFIQATION& 0 00
COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNE:D� FOR BOTH
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION,, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT N 33 %
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE A B OY)t!
ONRY CON0
WI TR,�,:j �S
3ETE. OR SOIL SHALL 13E PRESSU RE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA
7�r
'�'VATtV �--IS '�Ur,
_..L�� ATTACHED FASTENERS SHALL BE STAINLESS STEEL.
WIND LOADING: E
ASCE 7 10 LINEAR INTERPOLATION IS PERMISSIBLE. S OF
ATIONS:1
ERI PEdF[C R
-------------- 130 MPH PLUS PRESSURE AND MINUS SUCTION.
BASIC WIND SPEED (ASCE 7-10)
THE
_'ONTRACTOR SHAI -BE' RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE AL
---------------------- 1.00 S RE - -f ENTS.,CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM
KL 66i"REM
IMPORTANCE FACTOR MA ,_
AMq ' i
'( i�01' llf E,
DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FR �ACTUR
HALL-lit... IMPLY I
'META "0 'L§� ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL
6 `
lhim b6F r,$ W
----------------------- 25.0 FT .........
HING ANP..,L,.
"RA (00"R�EVE'IIONS --DATE�
S
MEAN ROOF HEIGHT E 'x1EY M 4_ERIALS.
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIFR & 3
E
TA
A�
00 rl
ROOF PITCH ---------------------------- 6/12 THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES
----------------------- 11 WA, R NG:
BUILDING CATEGORY
A
J, :T ;,ONTR:LAC OR S Ff. L-t!
C
EXPOSURE CATEGORY ---------------------- TH REJO'ONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING.
ka k 0
7k-
d."
7
JI I
-------------
ENCLOSURE CLASSIFICATION ----ENCLOSED
0-------------- 1 8
INTERNAL PRESSURE COEFFICIENT
h,!'�', 7
I 4.w to
RELD ALTERATION
MATERIAL SPECIFICATIONS DENOTES EDGE STRIP
0 SEE C & C CHART CONTRACTOR SHALL CONTACT LOU
It PONTIGO 8 ASSOCIATES PRIOR TO
ABOVE FOR a' DIMENSION MAKNG ANY SnWCTURAL FIELD
MOEMRCA11ONS V**CI-I MAY VARY
HARDWARE AND ANCHORS: FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH FIELD ALTERNATIONS MADE PRIOR To
I BEING APPROVED BY LOU PONTIGO
ASTM A 307 OR ASTM F 1554 GRADE 36. ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B).
a INSPEC`n0N FEES.
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 553 GRADE A HEX.
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO
EXTERIOR SHALL BE GALVANIZED.
[NOT ACTUAL PLAN] a
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE
LARGER THAN REBAR SIX AND LARGER THAN THREADED ROD SIZE.
(U.0.N.)
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS SCOPE OF SERVICE
(DUAL CARTRIDGE INSTALLATION ONLY):
EPDXY: ITW RED HEAD A7 MEANS AND METHODS:
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, ,OR
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR� OR� ANY
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES ELASTIC THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE COP CT
ITRA
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi DOCUMENTS:.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES:
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE
LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT,
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND
HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED
PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FR LA MING NOT
SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTIO.N,1 AND ANY
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM.
0
SIMPSON CONNECTORS � WOOD FASTENINC SCHEDULE PLAN LEGEND AND ABBREVIATIONS
UPLIFT MEMBERS CONNECTI0N FASTENER IN'I rERIOR LOAD BEARING WALL
TYPE BUILT-UP POST IN THE WALL
CONNECTOR SYP SPF FASTENERS FL# CODE TOP PLATE TO TOP PLATE FACE NAIL. 2-GUN NAILS @ 12" STAG.
is, 10446.4
A35 450 450 12-8dxl 1/2
TOP PLATE, LAPS/INTERSECTION FACE NAIL. (2-16d) 3-GUN NAILS
H2.5T 600 520 5-8d EA. END 11478.3 (2)2x6-1/2 HEADER SIZE, JACK AND KING STUD
DE',StGNATES SHEARWALL. THE QUANTITY.
DBL. TOP PLATE TO STUD FACE NAIL. (2-16d) 3-GUN NAILS DESIGN
to EA. END 11470.3 HIDDEN LINE DESIGNATES SIDE OF
H8 620 530 5-1 Odx1 V2 --------------
WALL THE SHEARWALL SHEATHING
RIM JOIST TO TOP PLATE TOE NAIL� (8d @ 6 QUN NAIL @ 6 SW
to EA. END 10456.3 TC`,BE APPLIED. 8d 0 3/6 CRITERIA
MTS1 2 1000 860 7-1 Odx1 V2 NAILING: to
OE� t5-G:
CEILING JOIST TO TOP PLATE T A� 11_� '4 (3-'!8d UN NAILS DESIGNATES 8d COMMONS 0 3
HTS20 1450 1245 24-1 0dX1'/2" EA. END 13872.3 8d@3 0 - EDG
.3*.k E & 6" O.C. "IN THE AND
CEILING JOIST, OVER PARTITIONS FACE!iN Al)(� (3-416d) 4- UN NAILS RILD"
MSTA24 1765 1270 9-10d EA. END 13872.4
CEILING JOIST TO ROOF RAFTER FAC, 8-�UN NAILS GENERAL
N.AIL,, _(6 _16d)
MSTA36 2050 1870 13-1 Od EA. END 13872.8 ADJ ADJACENT LG Long
18-16d TO TRUSS/BEAM JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM BEAM MANUF - Manufacture J NOTES
HTT4 3480 3080 11496.2 BOT BOTTOM MONO - Monolithic
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS DO NOT SCALE DIMENSIONS R:ZOM
1-5/8"o ROD TO FTG. BRG BEARING OC On Center THESE DRAWNGS.IF A DIMENSION 6
UNCLEAR REFER TO THE
1.(3'��1 Od) 4-G: UN NAILS CMU CONCRETE MASONRY UNIT OSB Oriented Strand Board ARCHIT
32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE N A I'L ECTURAL DRA%MNG5 OR
CONTAC7 THE E.O.R.
DBL �DOUBLE PERP - Perpendicular
HTT5 5250 4670 1 5 to 11496.2
lrj(2�16d) 3-GUN NAILS
8 0 ROD TO FTG. ROOF RAFTER TO 2x- RIDGE BM. TOE .NAIL DIA IAMETER PRE ENG - Pre Engineered
MOSEY ADDITI
PLAN NAME
6-10d TO HEADER CONT. HEADER, TWO PIECES F A�CE: N AI,L'. 16,00, 16" O`C. @ EDGE EA 'ACH PSF Pounds per Square Foot
LUS28 930 780 10655.113 EE CH END PSI Pounds per Square Inch ON
4-1 Od TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR � ENGINEER OF RECORD PT - PRESSURE TREATED DESIGN/DRAWN/CHECKED
14-16d TO HEADER EQ QUAL QT - Quick Tie CS / MK /LAP
HU410 905 785 10531.36 STUD TO SOLE PLATE TOE NAIL� 1 (3-16d) 4-GUN NAILS EXT XTERIOR REINF - Reinforce DATE
6-16d TO JOIST
1FBC LORIDA BUILDING CODE SIF - Square Foot 10-13.16
SOLE PLATE TO JOIST/BLOCKING FACE NAIL, 1 (16d @ 16 GUN NAIL @ 8
FDN OUNDATION SPF -Spruce Pine Fur CONTROL NO.
ABU44 2200 0 ROD w/ 12-16d 10849.6
FT - FOOT SYP - Southern Yellow Pine
5/ F!A!m C 0 PY
ABU66 2300 0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIO�S FTG I -OOTING THRU - Through TRUSS I D.
or to HDR -- �HEADER TYP Typical
SET N/A N/A SIMPSON EPDXY-TIE 11506,4 3 xO.131"O = GUN NAILS 2 X0.113"O RINK SHANK REVIEWED FOR CODE COMPLIANCE
2 to xO.113"O = 6d 21/t' to xO.131 too = 8d HORIZ HORIZONTAL UON Unless Otherwise Noted LPA NO.
2 LBS POUNDS VERT - Vertical CITY OF ATLANTIC BEACH
10-16d TO STUD/BEAM/POST 3 to xO.148"O = 10d 31/r is xO.1 62"0 = 16� d SEE PERMITS FOR ADDITIONAL SIGN-16-00827
LTT20B 1675 1675 11496.3 2 WWF Welded Wire Fabric
of to to to SHEET
1-1/2"0 ROD TO FTO. 1 V2 xO.148"O 10dxl 1/2 11/ X0.131 0 8dxl 1/2 REOUIREMENTS AND CONDITIONS
2
LSTA1 2 805 695 10-10d 13872.5
REVIEWED
(1-- DATE.-JZ:�-/6
BY: Soso
CS1 6 1705 1705 13-8d 10852.1
SHEET 1 OF 5
SYMBOLS LEGEND
N"
9N 1`r,41��,,
TION.
HTS16 DESIGNATES UPLIFT CONNEC
t
DESIGNATES THE HEADER SIZE, NUMBER
'S & JACK/KING STUDS NEEDED
OF PLY
(2)2x8-1/2
FOR HEADER OPENING.
FRAMING PLAN N Lou P o n t i S o a n d
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE Associates, I nc.
SHEET SO.O.
2. FOR SPECIFICUPLIFT CONNECTORS, SEE PLAN. MIN.
(1)H2.5T CONNECTOR. 420 Osceola Avenue
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET =
jax. Beach, Florida 32250
4. WEN USING (2)H2.5T CLIPS ON 1V" WIDE LUMBER,
PLACE CLIPS DIAGONALLY ACROSS 6OUBLE TOP PLATE Ph.242-0908 Fax.241-9557
OM EACH 01 ER. F L:CA#8344 SC:CA#3579
CONTACT US WITH YOUR COhWENTS
COMMENTS @ LP-A.COM
_.&d"fw twm_
W,
No PO
E Nd
No.5,331
A
S OF
%
I<%,
_71- ,7f to 4
p, j:1!
7RT
NAL
............
REVISUNS
DATE�
EXISTING STRUCTURE TO
REMAIN AS is' U.O,.N.
/T
lo, \i`1 ir
EXISTING 6x6 P.T. POST
'0 (2)2x6 SFIF#2 POST TO MATCH z- rRELD ALTERAT10N
w/ ABU66 TO REMAIN POST FROM ABOVE PROVIDE TRUS)S ROOF RAFTER NOTES: STRAPPING NOTES m
'AS—IS' (4 PLACES) CONTRACTOR SHALL CONTACT LOU
EXISTING (3)2x!2 P.T. SUFFIGENT SQUASH 13LOCKS IN FLOOR SYSTEM PONTIGO Ef ASSOCIATES PRIOR TO
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING MAKING ANY STRUCTURAL FIELD
MODIFICATIONS VOIICH MAY VARY
ci� FROM THE INTENT OF THE ORIGINAL
WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT CONSTRUCTION DOCUMENTS.ANY
IELD ALTERNATIONS MADE PRIOR TO
STRAP UNLESS OTHERWISE NOTED
BEING APPROVED BY LOU PONTIGO 6
STRAP EADER ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
PER 4/S2.1 7 7 INSPECTION FEES.
V X
2
N S2.1
z
< mtz� y
11 (2)2xl 2 BLOCKING BENEATH- oo
z _j
WALL ABOVE FASTEN EA.
0
U_ END w/ 6-10d TOEN Al
EXISTING STRUCTURE TO
X V . . . . . . . . . . .
X
.0 V) REMAIN 'AS IS' U.O.N. . . . . lo"o
'0
z
P: . . . . . . .
0 1 G I
WATER'PRO F N S V) . . . . . . . . . . .
X
BEYOND SCOPE OF .10
STRUCTURAL ENGINEER. A
(2)2x6 SPF#2 POST BELOW POST
z
FROM BOVE PROVIDE SQUASH NEW (2)2xl 2 BEAM
N 2
BLOCKS IN FLOOR SYSTEM BELOW WALL ABO . . . . . . . . .
s2.1 r-P X z z
SEE DETAIL 2
a S. 00� rz ie
gi
--- 29
. � . I . . I . . j . , >_ .11. . . "I- . I . . = .. V)
N EXISTING HEADER TO U)
REMAIN 'AS—IS' ...............
L-Li _j z ^3 X
(_5 0 LL
3:_C , , 0i z z z z
ALL THREADED RODS . . . . . .
LL 04
V) X_ SHOWN ARE EXISTING
U v
/AND SHA.LL REMAIN z X
V)
V, 'AS—IS'
z 00. —
= z
><
IV / I V /I I/
LLI
. . . . . . . . . . . . . . . . . . . . . . . . . . .
X 7" 7 7
TO oo
J o EXISTING STRUCTURE
REMAIN 'AS IS' U.O.N. o' . . . . . . . . . . . . . . . . . ...
I1qLVV .5.5RI1.25" W0tMAN1Lt.0 . . . . . . . . . . .
7 7 7 -7 7 7 7 7 1/1
ol
EXISTING STRUCTURE TO"
REMAIN 'AS IS' U.O.N.
\L—FIU 412 S D S 2—S1)S::/
V
HANGER HANIC.FR
S2.1
17,11
z
_70 o
IST LEVEL
I Z// FRAMING,
—Z
2�t/J U/ /I-JL/ /n
Z�E X
Z Z
f
�i ps" 7Z47
D
NOOF
DAM
ING PLAN
DO NOT SCALE DIMENSIIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINLG5ORj
CONTACT THE E.O.R.
PLAN NAME
TOUSEY ADDITION
DESIGN/DRAWN/CHECKED
CS MK /LAP
DATE
10-13.16
CONTROL NO.
FIRST LEVEL FRAMING PLAN FLOOR Ei LOWER ROOF FRAMING PLAN
TRUSS I D.
SCALE: V, =1 0 SCALE: 1/4 1 0
LPA NO.
NOTE: SIGIN-16-00827
SHEET
1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND OFFICE COPY
UPLIFT CONNECTOR, SEE PLAN.
sial
SHEET 20F 5 j
SYMBOLS LEGEND
_8�
HTS16 DESIGNATES UPLIFT CONNECTION.
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR HEADER OPENING. L
FRAMING PLAN NCMSL Lou P o n t i g o a n d
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE As so ci a tes, Inc.
SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN.
(1)H2.5T CONNECTOR. TIONS SEE SHEET 420 Osceola Avenue
3. FOR GENERAL DESIGN SPECIFICA Jax. Beach, Florida 32250
4. MEN USING (2)H2.5T CLIPS ON 1 1/2w WIDE LUMBER,
PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Ph.242-0908 Fax.241-9557
FROM EACH OTHER. FL:CA# 8344 SC:CA#3579
CONTACT US WITH YOUR CONIMENTS
COMMENTS@ LP-A.COM j
P ON;�,
%
No.63311
A S OF :A
J
0
04%
K)NS DATE
�wvls
rRELD ALTERA-110N
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUC11ON DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO h
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
z
7 Lf)
S2.1 EXISTING STRUCTURE TO S2.1 /EXISTING STRUCTURE TO
EXISTING POST HUCQ412-SDS REMAIN 'AS IS' U.O.N. REMAIN 'AS IS' U.O.N,
TO REMAIN
ER
HANG
____zxs REAM
EXISTING ROOF
0
' STRAP HEADER PER 4/S2.1 TRUSSES TO__N
REMAIN 'AS-IS' /FAS- EN RUSS TO
FASTEN TOP OF L TOP OF WALL w/
WALL TO TRUSS W/ CN (3)2x6
A35 @ 32" O.C. X PF#2 POST A] 0 C
OVERFRAME LEDGER? LU
SEE 4/S2.0
2x6 SYP#2 ROOF
< RAFTERS @ 24' O.C. ///Z
CN
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z IN-FILL WALL
F_ X 00
V) 0-1% C4 /,2x6 SyP#2 COLL
X
��TlrS (TYP) FAST EA.
X�
C (2)2x6 SPF#2 POST// (2)2x6 SYP#2 KING EA. (2)2X4 BLOCKING,
AND W/ (6)0.1!3x3
(2)HTS1 6 BELOW KING POST POST STRAP TOP &_ 011 All /'11/ 4/r ,/-BELOW RIDGE FASTEN
ABOVE. BOTT. w/ (2)HTS16 EA. END w A35
NEW UPSET /,K� _ / (2)11.2 LVL RIDGE / / I
2x8 SYP#2 CEILING BEAM SEE 7 L/
JOIST @ 16" O.C. Lq
2/S2.1
FASTEN PER 3/S2.1 0
H TS 16 ?"1 11
35 (TYP (2)2x6 SYP#2 KIN A
I=VI=
2x4 SYP#2 OUTLOOKER SEE 1z INV z zi Lf)
POST STRAP TOP V/ /A
3/S2.1 FOR FASTENING
F_ BOTT. w/ (2)HTS16
. 0 X'z
V) 2)a�12--:A IN-FILL WAL ./ X 2x10 OVERFRAME RAFTERS
2x10 SYP#2 ROOF
(3)2x6 SPF# POST-Y CN @ 24" O.C. W/ OVERFRAME
11-11 A
X RAFTERS @ 24" O.C.__,*"I� LEDGER SEE 4/S2.0
U_
0 2x6 OVERFRAME RAFTERS 411
W X
ALL THREAD RODS @ 24" D.C. W/ OVERFRAME-
<
SHOWN ARE E STING LEDGER SEE 5/S2.0. - - - - - - -
HU26
^3 I:N
p 11 MANGER-/
S2.1 S-IS ^3 2nd LEVEL
0 TYP)
=:===== ============(4)2x6 SPF
0 #-IN WALL
POST (2)HTS16--\
N (4)2xl 2 4 Z. 7 7" 7�
Ir-
(4)2xl 2 SYP#2 X
I I mmem m m 6w. — J FDAMING
C'4
C 1 4 C(2)2x6-1/j2 D
00 HUS210-2 PLAN nOF
-(2)HTS16
X (2)2x6 (2)2x6
U04 I DA
STRAP HEADER ALL EXTERIOR WALLS AT HANGER F MING
PER 4/S2.1
THIS LEVEL ARE:
I I — HTS1 6-
q7— CONSTRUCTED OF 2x6 HTS1 6 PLAN
DO NOT SCALE DIMENSIONS FROM
1k 1/21 SPF#2 @ 16 pt O.C. WALL
(2)2x8 THESE DRAWINGS.IF A DIMENSION IS
L FRAMING (U.O.N.), THIS L UNCLEAR REFER TO THE
3
2x4 SYP#2 OUTLOOKER SEE ARCHITECTURAL DRA%MNG5 OR
S2.1 WALL FRAMING COMPLIES (2)2x6 SYP#2 KING TRUSS ROOF RAITER NOTES: STRAPPING NOTES
3/S2.1 FOR FASTENING 3
WITH DEFLECTION CRITERIA. \-POST STRAP TOP &
BOTT.
TOUSEY ADDITION
CS18 0 32" O.C. S2.1
w/ 2-HTS16 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING PLAN NAME
WITH 2-12d TOqNAILS & 1-SIMPSON H2.5T UPLIFT DESIGN/DRAWN/CHECKED
STRAP UNLESS OTHERWISE NOTED
CS / MK /LAP
DATE
10.13.16
CONTROL NO.
SECOND LEVELWALL FRAMING PLAN
ROOF FRAMING PLAN
TRUSS ID.
SCALE: 1/4" V-0"
SCALE: 1/4" = V-0"
LPA NO.
NOTE:
SIGN-16-00827
1. FASTEN ROOF TRUSS TO TOP PLATE W/ 2--12d TOENAILS AND SHEET
UPLIFT CONNECTOR, SEE PLAN.
OFFICE COPY Sle2
(S42.1
SHEET 3 OF 5
j
TYPICAL HEADER NAILING
0.131 X3 WE NAILS TYPICAL DOUBLE TOP
TYPICAL SJUD NAILM: 2X6, 2x8 = (5) NAILS PLATE SPLICE TYPICAL TOP PLATE NAILING*9_ m I m,111111111mmme."
2x1O, 2x12 = (7) NAILS 4'-0" MIN. SPLICE LENGTH Lou Pontigo and
O.131x3" END NAILS: 9" LVLV 11" LVL (7) NAILS wl (16) O.131x3 NAILS FASTEN ALL TOP PLATES Associates, Inc.
(2) @ 2x4, 14 LVLI 16" LVL _(9) NAI�� 7-VENLY SPACED TOGETHER w/ (3) ROWS AT TWO STORY CONDITIONS, PROVIDE SOLID
(3) @ 2x6, OF .131x3 @ 12" O.C. STAGGERED., BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER 420 Osceola Avenue
(4) @ 2x8. SYP#2 LEVEL POSTS & JACK STUDS jax. Beach, Florida 32250
SYP#2 DBL. HEADER, Ph.242-0908 Fax.241-9557
TOP PLATE PER PLAN 4 _OS MIN.\ F L:CA# 8344 SC:CA#3579
FULL HEIGHT ANCHOR 6 MAX. MAX NOTCH HEADER CONTACT US WITH YOUR CON.IhAENTS
DBL. TOP BELOW TOP PLATE oo�
COMMENTS @ LP-A.COM j
EITHER SIDE OF PLATE T PLATE
KIGHT CHANGE h BUILDER MAY CHOOSE EITHER THE DROPPED -- -------
00 N. PON
A 4A,
2x—BLOCKING ONLY RAISED SED HEADER CONDITION
ARCHED TRANSOM 0P11ON8 HEADER CONDITION OR RAI 0 01
PORCH
REQUIRED IF SHEARWALL HEADER 2x SPF DIAGONAL BLOCKING 0 01 0&0 ,S,
IV ___-W 0 HEADER,
FASTENED w 3-0.131 x3pp 8—GUN NAILS-- 11 J:
IMPSON H2.5T OR DROPPED 0 01 SEE PLAN. No. 311
S i
I-___ END TYPICAL. t)
LSTA12 STRAP FOLDED HEADER FULL HEIPHT ANCHOR OR--
SHEATHING MAY EXTENIJ 2
OVER TOP PLATE DTT2Z HOLD" DOWN AT BASE 0 ST OF OpQ, z
PAST BLOCK NG— WINDOW
..... CHMENIS MUST OF POST. CS1 8 @ BASE IF MIN. (2)2x4 WOOD 8 so
0. os.1z, <
---ATTA
BELOW. & (1) ADJ.
#4
ARCHED SYP-41?;' HEALk NTO 2x MATERIAL. PORCH I S' AT2ND LEVEL.
ANCHOR 1
TO PORCH HEADER.
TRANSOM FULL HEIGHT PER LANS
OP A
FASTEN LOWER STUD OPTION
ANCHOR, SEE
TO TALLER STUD w/ SEE RIGHT JACK AN
PLAN FOR SIZE
SOLE PLATE. ANCHOR SCHEDULE r7\ASI1ONS DATE
2—ROWS OF 1 Od COMS KING STU So
AND LOCATION
WINDOW SILL SEE SEE PLA
@ 12" O.C. THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE LSTA12 FOLDED OVER TOP
N-1
TYPICAL SOLIE_ SCHEDULE 6/S2.0 WINDOW SILL SEE ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE DOUBLE TOP PLATE PLATE w/5-10d NAILS
FOR SILL SIZE AND 99
3
PLATE NAILING: SCHEDULE 6/S2.0 SO E PLAIt ANCHOR: 3/8 40 16 2x2x,/8 V2 3/4 CONTINUOUS OVER — INTO TOP PLATE & 5-10d
CONNECTION EACH
$19 01 HEADER
O.131x3" TOE NAILS: FOR SILL SIZE AND
END 1/2 0 x 6" LG (MIN 1/2 48 24 2x2x/8" 31/2 1 3/4 6 NAILS INTO BEAM. SPACE
T\
(3) @ 2x4t CONNECTION EACH 34" EMBED.) M A X..r @ 48" O.C. OMIT IF WALL
MASA 48" 24 N/A N/A N/A
END SHEATHING IS INSTALLED
(4) @ 2x6, THREADED ROD
JL
(5) 0 2x8. ANCHOR DRILLED & ON FACE OF BEAM
EPDXY W/2"o X FIELD ALTERATION
PT. SPF#2 PLATE WASHER,
CONTRACTOR SHALL CONTACT LOU
SOLE PLATE SEE SCHEDULE BELOW 8—GUN 0 PON-MO a A550CIATES PRIOR TO
MAKING ANY STRUCT'URAL FIELD
K A NAILS MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
FULL El ANCHOR OR CONSTRUCTION DOCUMENTS ANY
FIELD ALTERNATIONS MADE PRIOR TO
DTT2Z HO-DGtWN AT BASE BEING APPROVED BY LOU PONTIGO fi
ASSOCIATES MAY RESULT IN
FOUNDATION, SEE PLAN OF POST. C318 @ BASE IF J, MIN. (2)2x4 WOOD ADDITIONAL ENC4-4EERING OR
I - 8 PORCH IS AT 2ND LEVEL. QPTIQN 8 BELOW. & (1) ADJ. INSPECTION FEES.
WALL FRAMING AT WALL FRAMING AT MAX. MIN. WALL FRAMING AT TO PORCH HEADER.
PLATE CH.ANGE CONDITION RAISED HE6DER CONDITION FROM SOLE DROPPED HEADER CONDITION
PLATE BREAK
rTYPICAL PO`%f"H BEAM CONNECTION
2 KL.
TYPO WALL SECTIONS
�-O SCALE: 3/4" 1'-0"
Ln
NOTES: V2
OLUMNS,
1. TYP. CONNECTION AT STUD C (3) ROW OF 10d
JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. NAILS @ 8" O.C. 0 0.
(S
TAGGERED
2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
0
IN ADDITION TO (2) PLYS C4
""N�2_x4 MEMBERS:
0 (1) ROW OF 10d
8d COMMON NAILS
NAILS �@p 4" O.C.
-RV
(4) ROWS 12d AT 3" O.C.(TYP) 2x12 OR (2)2x6 OR (2)2y,4 SYP#2 LEDqE
0 0
AT 12" O.C. 0 FASTEN TO ROOF FRAMING BELOW
2x6
MBERS:
w/ 4-12d NAILS AT EACH RAFTER.
EA. SIDE. 8d COMMON NAILS 2x12 OR 6` OR! LEDGER
(2) ROW OF 10d (2)2� I
of : , (2)2x4 SYP#2 ROOF SHEATHING
___1" 1__C14 NAILS 1@ 4" O.C. 0. (TYP) I I I
AT 3 C. FASTEN TO ROO' F FRAMING' BELOW
(3) ROWS 12d lip $CREWS NAIL
Ir- 7- S OVERFRAME RAFTERSs SEE PLAN.
AT 12" O.C. 2 PLY 3 PLY STAGGERED w/ 4—�16 x4 !�IAG
AT EACH RAFUR.
EA. SIDE. BEAM. BEAM. ROOF SHEATHIN G*
2 & 3 PLY BEAMS 2x4 OR 2x6 POST! M POST
IS, SEE PLAN.
�OVERFRAME RAFTER
IJ
H2.5T RAFTER TO LEDGER
k AND LEDGER TO ROOF MEMBM THESE STRAPS
(3)ROWS OF: 6-Y4 I.-I MAY BE OMITTED
(3)ROWS OF 5 2x4 SPF#2
TRUSSLOK SIMPSON H3 w/ 10-8d 1-J-0 M M 0 N WHEN OVERFRAME
TRUSSLOK BLOCKING
ENGINEERED WOOD NAILS FROM RAFTER TO LEDGER RAFTER LENGTH
ENGINEERED WOOD rl
ALT. TO BOTH H2.5T ADOVE I
_011
FASTENERS (b 24 O.0 AND' LEDGER TO ROOF MEMBER. LESS THAN 4
FASTENERS @ 24 O.0 PROVIDE MTS12 QR CS16 DIRECTLY
AS SHOWN
ROOF MEMBER. BETWEEN OVERFRAMING RAFTER
AS SHOWN
AND ROOF MEMBER.
EXISTING
3-PLY ROOF MEMBER.
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJAqENT
TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING.
14" LVL AND GREATER OVEFFRAME AT EXISTING ROOF
DECK LEDGER AT OVERFRAME RAH-h-RS r5 OVERFRAME LEDGER DETAIL
BUILT-UP MEMBER FASTENING
�-o \�k�_O SCALE: 3/4" �_O
A
WINDOW , SILL, SQUEDME 2x4 BLOCKING
ROUGH DROPPED HEAD MINIMUM END 024" O.C. FASTEN
OPENING OR SILL PLATES FASTENER EACH END EACH END W/3-10d FRAMING
4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS TOENAILS
DETAILS
<1 6'—4" (2)2x4 SPF #2 (5)12d TOE NAILS
SYP#2 (2)12d TOE
(1)A34 + (4)12d TOE NAILS NAILS E.E.
4 8'-4" (3)2x4 SYP #2 HEADER,
It PER PLAN OPENING (MIN) 44
4, 12'-0 (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS STUD BELOW
LOWER TOP 4-1 Od
SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN PLATE AT BREAK R LAP DOUBLE COMMONS DO NOT SCALE DIMENSIONS FROM
WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. TOE NAILS END Ovi PLATES THESE DRAWINGS.IF A DIMENSION IS
(6)12d TO UNCLEAR REFERTO THE
FASTENER WALL INTERSECTION ARCHITECTURAL DRAWINGS OR
TOP & BOT,
I CONTACT THE E-0 R.
2x— SPF T&B w/ A CORNER WALL INTERSECTION ORTHQGONAL VIEW CONDITIONS
A,
T_ C CONDITIONS CONDITIONS OF CORNER
(TYP) STUDS SEE
12d @ 8" O.C. TOUSEY ADDITION
KING & JACK PLAN NAME
KING & PLAN x
JACKS-/ NOTI�S_- r DESIGN/DRAWN/CHECKED
SHEATHING 1. "OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
CONT. AT PER PLAN 1 CS MK LAP
bj A4 HEAD OR SILL 2 DENOTES 3"xO.131" GUN NAILS @ 6" O.C. VERTICAL
T GIRT/VERT SIMPSON LTP4 ON fl_ PLATES SEE\ 3' DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE DATE
JOINT. INSIDE FACE, IF NO SCFEDULE - 4 tOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED 10.13.16
2x SPF RIPPED JACK STUD 5. tONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE CONTROL NO.
TO FIT ARCH. ROUGH OPNG, 'SEE ARCH. PTIIONS ARE SHOWN
DEPTH REQ'D. BOX BEAM BETWEENAIND TRUSS I D.
SECTION A-A IN TWO STORY FRAMING
LPA NO.
7 PRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS SIGN-16-00827
/"�6 WINDOW HEAD AND SILL FRAMING SHEET
S2.0
SCALE: 3/4" V-0" OFFICE COPY
�-o S2,80
NX.
0
rAR I
C
TRAI
OP Tj
SEE
SHEET 4 OF 5
&
-Ji5,
37k,"-
4 1
Lou P o n t i S o a n d
A s s o c i a t e s, I n c.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
F L:CA# 8344 SC:CA#3579
RIDGE SEE PLAN CONTACT US WITH YOUR COKIMENTS
RAFTERS TO RIDGE COMMENTS @ IP-A.COM
w/ 6-10d TOENAILS
A. P0
Xao�)\.Iooqp 9 ga's a
ROOF SHEATHING ROOF SHEATHING, SE�� SPECS
SEE SPECS No.53,31
RIDGE, SEE PLAN
SEE DETAIL
0
OVER FRAME
OVER FRAME RAFTER, SEE PL 3/S2.1 1:02 OF
TT q
W.-
L
p
"'T7 i"I 5
LEDGER SEE
LEDGER SEE
4/S2.0 (SIM.)
14p,
2x6 COLLAR TIE
w/ 6-0.131 x3
NEW OD
EACH END. \_OUTLOOKERS, SEE 3/S2.1 FRAMIONALL
FOR CONNECTION r77SK)NS DATE
NEW UPSET
FLASHIN SUB FLOOR BY
BEAM AND WATER BUILDER
WALL SHEATHING PROOFING BY
CEILING FR MING ,�_SEE SPECS BUILDER
H2.5T
SEE PLAN
CEILING*
FIELD ALTERATION
2x4 BLOCKING
\-EXISTING ROOF HU26 HANGER—Z HU26 HANGER-/ CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
@ 24" O.C. MMJNG ANY STRUCTURAL FIELD
TRUSS CEILING FRAMI� (,It
EXISTING BEAM NEW BEAM MODIFICATIONS VV"ICH MAY VARY
EXISTING BEAM SECTION OF SEE PLA� FROM THE INTENT OF THE ORIGINAL
TO BE REMOVED NEW BEAM' CONSTRUCTION DOCUMENTS.ANY
TRUSS TO BE FIELD ALTERNATIONS MADE PRIOR To
2X6 BELOW WA L, BEING APPROVED BY LOU PONTIGO 6
REMOVED ASSOCIATES MAY RESULT IN
NEW STUD WALL LEDGER SEE PLAN ADDIITIONAL ENGINEERING OR
2x6 SPF#� INSPECTION FEES.
16" O.C.
NEW ROOF SECTION /'00�2SECTION AT EXISTING FLOOR-
N
0
2x4 SYP#2
OUTILOOKER,
@ 24" O.C.
ROOF SHEATHING
FASCIA, SEE SEE SPECS
ARCH
IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
DIRECTLY BENEATH TRUSS ,
ROOF 'RAFTER 2—SIMPSON H2.5T- ------
H2.5T @ EA. I 1� 8
OUTLOOKER SEE PLAN
01 H2.5T 4-12d TOENAILS
11 32, 0.C. (2 EACH SIDE)
I Li
2x6 SPF#2 @ 16
O.C. BALLOON
FRAMED GABLE END
UD
(5) 0.113x3l, —Z, F
CEILING JOIST
EA. STUD
SEE PLAN
ROUGH OPENING, SEE ROUGH OPENING, SEE
STRAP KING POST TO
TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT
POST BELOW WITH 2—CS16 STRAP KING POST TO
2x6 SPF#2 @ STRAPS WHEN FUL_ HEIGHT POST BELOW WITH 2—CS16
STRAPS WHEN FULL HEIGHT
/01", ANCHORS ARE NOT USED
WALL SHEATHING CONTINUOUS 16 O.C. ANCHORS ARE NOT USED
SUBFLOOR BY
THROUGH BEAM BELOW
10d @ BUILDER
el- of
6 0.C. HEADER DOWN CONNECTION HEADER UP CONNECTION
------------ --------
CONNECTION CONNECTION
...... UPLIFT CONNECTOR UPLIFT CONNECTOR
CALL OUT CALL OUT FRAMING
FLOOR SHEATHING A H2.5T@ 32" O.C. TOP & BOT A LSTA18 @ 32" O.C. DETAILS
SEE SPECS B SEE PLAN B SEE PLAN
C MMSTA24 STRAPS C (2)CS1 6 STRAPS
2x12 BLOCKING EXISTING FLOOR JOIST D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN
CS1 8 @ TO REMAIN "AS—IS' OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
321, O.C. EXISTING BEAM UNCLEAR REFER TO THE
4 ARCHITECTURAL DRAV4,4G5 O�R �
OR '_
TO REMAIN �C 0:���A�C7��E TO-�R
TOOSEY ADDITION
PLAN NAME
4 HEADER TIE DOWN DESIGN/DRAWN/CHECKED
SECTION MEN
CS / MK /LAP
S2.1 S2.1 THIS DETAIL. ONLY APPLIE"S WHEN NOTED ON PLAN DATE
10.13.16
CONTROL NO.
TRUSS I D.
LPA NO.
14,
SIGN-16-00827
SHEET
OFFICE COPY
S201
LL
T(