350 Seminole Road GENERAL DESIGN CRITER
PANEL SPAN
ING LUMBER SHALL BE AS FOLLOWS OR BETTER: A z
2x RAFTERS/BEAMS/JOISTS -#2SYP 19% MOISTURE WIND-BORNE DEBRIS CLASSIFICATION BUILDING CODE12007 FBC -
CONTENT ----- - •I -�I---I--_1 I F--1---I---1 I•
I-JOISTS PROVIDED BY TRUS-JOIST OR EQUIVALENT i i- _i i M 1 1 I I III I I I I WIND DESIGN CRITE RIP
ENGINEERED BEAMS PROVIDED BY TRUS-JOIST OR I I I I •I I I I I I I I I I
I I I i III I I I I
EQUIVALENT I I I I I I •I I I i III I I I I
1 1 I I I I NOTE: THIS STRUCTURE IS LOCATED IN THE WIND-BORNE DEBRIS
I I I
'
DESIGN GUIDE A
SCE 7-05
PLATES - #2 SYP 19% MOISTURE CONTENT 7/16„ APAOR 7/16 APA OR AREA. GLAZED OPENINGS SHALL MEET THE REQUIREMENTS OF SPEED
120 mphSTUDS SEE STRUCTURAL PLAN, 19% MOISTURE TECO RATED WIND TECO RATED THE LARGE MISSILE TEST OF AN APPROVED IMPACT RESISTING PLYWOOD. PLYWOOD.
AILS SHALL BE "COMMON" UNLESS NOTED OTHERWISE. STANDARD OR ASTM E 1996 AND ASTM E 1886, SSTD 12, EXPOSURE CATEGORY B (
:
E NOT OTHERWISE SHOWN ON PLANS, ALL NAILING OR i i i i i i ANSI/DASMA 115 (FOR GARAGE DOORS) OR TAS 201, 202, AND
ING SHALL BE AS INDICATED IN THE CODES REFERENCED LIIJ I •I t___I___i__J I L__I___I__J I• BUILDING TYPE ENCLOSED
_________ 203 OR AAMA 506. GLAZED OPENINGS MAY BE PROTECTED A FF__,---,---,+,---,---,__-, I A
E. ALL SHEATHING MUST BE NAILED OR SCREWED AS k' '� is USING WOOD STRUCTURAL PANELS AS DETAILED ON THIS PAGE. •I I I I III I I I I• BUILDING CATEGORY 11
NATED AND ADHESIVES SHALL NOT BE USED IN PLACE OF i i i i i I OPENINGS IN SUNROOMS, BALCONIES, OR ENCLOSED PORCHES I I I III I I ' IMPORTANCE FACTOR 1.0
G. e
I i i i I ARE NOT REQUIRED TO BE PROTECTED PROVIDED THE SPACES
L CONNECTORS TO BE PROVED BY SIMPSON. REFER TO I I---I---I---I I ARE SEPERATED FROM THE BUILDING INTERIOR BY A WALL AND I ii =TOPOGRAPHY FLAT
ON WOOD CONSTRUCTION CONNECTORS CATALOGUE I I I I I •I I i I III I I I
DDITIONAL INFORMATION. ALTERNATE CONNECTORS w/ I j i i - l ALL OPENINGS IN THE SEPERATING WALL ARE PROTECTED. l I I I I I I
ALENTORHIGHER ALLOWABLE LOADS MAY BEUSED INIL__i___i_ z •L�--__�---�__J�L_-i___i__- SOLID SAWN MEMBER DESIGN
F SPECIFIED COMPONENTS. ---- . --
ERIOR WALLS TO BE SHEATHED WITH APA OR TECO
SHEATHING AS DESIGNATED. 0 7'-6" MAX
USE L.L. D.L
EERED COMPONENTS (TRUSSES, I-JOISTS, ETC.)SHALL BE
LLED PER MANUFACTURER'S SPECIFICATIONS AND
UCTIONS. PANEL SPAN 3" MIN. 3" MIN. ROOF (SHINGLE) 20 7
FASTENER TYPE ,
TO THE TRUSS MANUFACTURER'S SPECIFICATIONS FOR: SPAN <2 2 <SPAN <4 4 <SPAN <6 6 <SPAN <8'
-
TRUSS TO TRUSS CONNECTIONS. #6 WOOD SCREWS 16" 16" 10" 8" FLOOR (ROOMS) 4O 15
TRUSS PLY CONNECTIONS. #8 WOOD SCREWS 16" 16" 12" 911 PANELS ORIENTED WITH STRENGTH FLOOR (DECKS) 40 15
REQUIRED PERMANENT TRUSS MEMBER BRACING PANELS ORIENTED WITH STRENGTH
LOCATIONS AND CONNECTIONS. AXIS HORIZONTAL 1/4" LAG SCREWS 16" 16" 16" 16" AXIS HORIZONTAL
FLOOR (BALCONIES) 60 15
ATTIC CEILING (STORAGE) 20 5
EXTERIOR WALL EXTERIOR WALL ATT C CEILING (NO STORAGE) 10 5
SHEATHING SHEATHING
WA '(BRITTLE FINISH)
EXTERIOR FINISH, EXTERIOR FINISH, WALL (FLEXIBLE FINISH)
�OSION/DECAY RESISTANCE: 2x WALL SEE ARCH. PLANS. 2x WALL SEE ARCH. PLANS.
TRUCTURAL MEMBERS OF WOOD OR STRUCTURAL STUDS 2" MIN. STUDS 2" MIN. TRUSS MEMBER DESIGN CRI
POSITE LUMBER EXPOSED TO WEATHER OR IN DIRECT WASHER BASED CUT WASHER
ND CONTACT(DECK/BALCONY BOARDS,JOISTS, POSTS, WING NUT.
. M EMBER L.L. D.L
SHALL BE PRESSURE PRESERVATIVE TREATED TO A LEVEL m a tQ
D FOR THE SPECIFIC APPLICATION. BORATE-TREATED III L BOLT.
D SHALL NOT BE USED AS/FOR STRUCTURAL MEMBERS BOLT. ROOF TOP CHORD (SHINGLE) 20 7
SED TO WEATHER OR IN DIRECT GROUND CONTACT
SS SPECIFICALLY RATED BY THE ROOF BOTTOM CHORD 10a' S
UFACTURER/TREATER AS ADEQUATE FOR THE USE. PERMANENTLY PERMANENTLY 7/16" APA OR TECO FLOOR TOP CHORD 40 10
NTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT INSTALLED TAPCON 7/16 APA INSTALLED SSW
CONCRETE OR MASONRY SHALL BE PRESSUREOR TECO RATED PLYWOOD. FLOOR BOTTOM CHORD 0 5
ERVATIVE TREATED TO RESIST DECAY. SG s (OR ) RATED SAMMY s (OR EQUIV.)
ETAL FASTENERS AND CONNECTORS EXPOSED TO SPACED ACCORDING SPACED ACCORDING a. NEED TO BE ASSUMED TO ACT CONCURRENTLY WIT(
TO CHART w/MIN. 2" PLYWOOD. TO CHART w/MIN. 2" LOAD REQUIREMENTS.
THER OR IN CONTACT WITH CORROSIVE MATERIALS (ACO, EMBEDMENT INTO EMBEDMENT INTO b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE)
, CBA-E, ETC.)SHALL BE Z-MAX COATED, HOT DIPPED WALL STUD. WALL STUD. OPTIONE] MORE ADJACENT TRUSSES HAVE THE SAME WEB CO
ANIZED, STAINLESS STEEL OR OTHERWISE RATED BYTHE OPTION 1 ARE CAPABLE OF CONTAINING A RECTANGLE 42" HI(
UFACTURER FOR COMPATIBILITY WITH THE DETAIL A GREATER, BETWEEN THE TOP OF THE BOTTOM CHOI
(CATION. THE EXTERIOR APPLICATION OF ANY MATERIAL OF ANY OTHER TRUSS MEMBER AND THE FOLLOWI�
TED WITH A PRESSURE PRESERVATIVE CONTAINING * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DO%
ONIA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS PLYWOOD SHUTTER ATTACHMENT(PERMANENT) OPTIONS FRAMED OPENING.
L FASTENERS AND CONNECTORS. THE USE OF ANY * THE BOTTOM CHORD PITCH IS< 2/12.
ER+AC TREATEL WITH THE PRtSSURE PRESERVATIVE ACZAter p * BOTTOM CHORDS SHALL BE DESIGNED FORT[
L REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL PLYWOOD' WINDOW PROTECTION DETAIL ` `� ACTUAL IMPOSED DEAQ :DAB-9R- Aps
ENERS AND CONNECTORS. OVER THE ENTIRE SPAN.
NLESS STEEL AND ZINC-PLATED (Z-MAX, HDG, ETC.)
ENERS AND CONNECTORS MAY NOT BE COMBINED. USE
SS FASTENERS WITH SS CONNECTORS. USE ONLY COMPONENT & CLADDING PR
-PLATED FASTENERS WITH ZINC-PLATED CONNECTORS.
ULAR INSPECTION AND MAINTENANCE OF WOOD, NOTE: - ROOFS : 0/12 - 2/
D-BASED AND METAL PRODUCTS USED IN A- END ZONE DIMENSION, SEE FR
DOOR OR OTHER CORROSIVE ENVIRONMENTS OR SHEETS. OPENING SIZE OR �I
LICATIONS IS NECESSARY FOR CONTINUED, A I II I A A 2 3 �� APPLY INTERIOR ZONE o/c NAIL SPACING TRIBUTARY AREA IN 1O 2
G-TERM SATISFACTORY PERFORMANCE. OI _O_ (3) OI _O_ lO I _------ __ (SEE FR SHEETS) TO ZONES 1&2. SQUARE FEET (+) (-) (+) (-)
T T T T . APPLY END ZONE o/c NAIL SPACING (SEE
I I I I \ 0-20 10.5 25.9 10.5 43.5
OOZ
I ► I I 1 FR SHEETS) TO ZONE 3.
� �v� O^ • ZONES SHOWN APPLY TO THE ZONES 21-Sp 10.0 25.2 10.0 38.E
O
I I I I I I SHOWN IN THE ADJACENT COMPONENT 51-100 10.0 24.4 10.0 32.7
N RY: I I I I I I AND CLADDING ROOF PRESSURES. OVER 100 10.0 23.7 10.0 28.1
I I I I , �� �, I
I I I I I , , I
ASONRY WORK SHALL BE IN ACCORDANCE WITH ACI i i i i i \l (� I ROOFS : 3/12 - 6/
ASCE 5/TMS 402 MASONRY BUILDING CODE.
CRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW I I ► ► I I I I
I I I I I I I I OPENING SIZE OR O O
-BEARING CONCRETE MASONRY UNITS,TYPE 1, GRADE ,
I I TRIBUTARY AREA IN
NORMAL WEIGHT, WITH A MINIMUM COMPRESSION Oi O IT T O lO OI O IT OI O IO SQUARE FEET (+) (_) (+) (-)
NGTH OF 2000 psi (F m=1500 psi). ► I I I I I I
TAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. I I I I I I A A I I 0-20 14.9 23.7 14.9 50.9
UT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 I I I I I I 21-50 13.6 23.0 13.6 45.E
I I I I I I I I
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. I I I I I I I I 51-100 11.9 22.2 11.9 39.E
UT SHALL BE MIXED TO PROVIDE A SLUMP BETWEEN i I I i I �) l� I OVER 100 1( .5 21.5 10.5 34.
IDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER I I I I 14 p \ I
CTURAL PLANS UNLESS NOTED OTHERWISE. I I I I I �� �� I ROOFS : 7/12 - 12)
LL VERTICAL REINFORCING A MINIMUM OF 20". I I I I �O ��� OV
OPENING SIZE OR
IDE HORIZONTAL JOINT REINFORCING AT 16" o/c I I I I O O
I I I 2 / \ 2 TRIBUTARY AREA IN
ICALLY. REINFORCING WIRE SHALL CONFORM TO ASTM
z-- --� -- SQUARE FEET (+) (-) (+) (-)
AND ASTM A167TYPE 304. ----
A Oi O iO Oi O iO A A 311 O i 3 A 0-20 23.7 25.9 23.7 30.:
21-50 23.0 24.6 23.0 29.(
51-100 22.2 22.8 22.2 27.4
A GABLE ROOF "z' HIP ROOF A ROOF ZONES' OVER 100 21.5 21.5 21.5 25.!
L, NOTE: WALL PRESSURI
• A= END ZONE DIMENSION, SEE FR
SHEETS. OPENING SIZE OR
IL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC
• APPLY INTERIOR ZONE o/c NAIL SPACING TRIBUTARY AREA IN
CIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION
TRUCTU RAL STEEL BUILDINGS". (SEE FR SHEETS)TO ZONE 4. SQUARE FEET (+) (-
CTU RAL STEEL SHALL BE A$TM A36, EXCEPT AS NOTED APPLY END ZONE o/c NAIL SPACING(SES
FR SHEETS) TO ZONE 5. 0-20 25.9 28.
26.
W:
• ZONES SHOWN APPLY TO THE ZONES � 21-50 24.7
• PIPE-ASTM A53,TYPE E OR S, GR. B
SHOWN IN THE ADJACENT COMPONENT. 51-100 23.2 25.
• TUBE - ASTM A500 AND CLADDING WALL PRESSURES. OVER 100 22.0 24.
BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE
' • ALL WINDOWS, DOORS, AND EXTERIOR
A307 UNLESS NOTED OTHERWISE.
NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, 5 VENEERS SHALL MEET OR EXCEED THE COMPONENT AND CLADDING PRESSURES. GARAGE DOOR
THREADED RODS SHALL BE LOW CARBON STEEL AND MEET
XCEED THE CAPACITY OF THE CORRESPONDING ASTM
LENGTH OF z
50 ft & LAR(
,A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND s� DOOR IN
PLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, �� ® �s ENDZONE (+) (-
THREADED RODS-ASTM A449 OR SIMILAR- SHALL BE
Y HEX ASTM A563 GRADE DH. A `J 5 010 1' 23.2 25.
WELDING SHALL BE BY A CERTIFIED WELDER IN A 2' 23.2 26.
ORDANCE WITH AWS D1.1. 31
23.2 26.
4' 23.2 27.
WALLS o �• .. •� A WALL ZONES 6' 23.2 28
C7 Z
Z H
I— _N
N X
EXISTING HEADER "' EXISTING HEADER
TO REMAIN. CEM TO REMAIN.
FTI
2x4#2 SYP SHOE PLATE 2x4#2 SYP SHOE PLATE
ATTACHED TO EXISTING ATTACHED TO EXISTING
II BEAM w/ .131x3" NAILS BEAM w/ .131x3" NAILS
I @ ,�
I u @ 4" o/c 4 o/c.
I I 7/16" APA OR TECO RATED 7/16" APA O TECO RATED
SHEATHING ATTACHED w/ SHEATHING ATTACHED w/
8d NAILS @ 6" EDGE/12" 8d NAILS @ EDGE/12"
A FIELD o/c NAILING. BLOCK 4" HIGH x 3-1/2" WIDE FIELD o/c NAILING. BLOCK
ALL PANEL EDGES. CONCRETE CURB. ALL PANEL EDGES.
2x4#2 SPF STUDS PROVIDE#4 DOWELS 2x4#2 SPF STUDS
@ 16" o/c. DRILLED AND EPDXIED 4" @ 16" o/c.
INTO EXISTING
2x4#2 SYP PT SHOE FOUNDATION AND 2x4#2 SYP PT SHOE
EXISTING POST PLATE ATTACHED TO EXTENDING 2" INTO NEW PLATE ATTACHED TO
FOUNDATION w/ 1/4"x3" CURB @ 24"o/c. FOUNDATION w/ 1/4"x3"
TAPCONS @ 8" o/c. z4" TAPCONS @ " o/c.
n
u
8" MIN. EXISTING CONCRETE
A DRIVEWAY.
EXISTING EXISTING
FOUNDATION. FOUNDATION.
EXISTING POSTD ETAI E 6
DETAIL A
■■ ■■■■■�
SCALE: 1/2"=1'-0" SCALE: 1/2"=V-0"
EXISTING POST
B