HomeMy WebLinkAbout38601 North AveENGINEER'S MOTES :
ALL WORK 15 TO BE IN COMPLIANCE WITH ACCE-1, THE FLORIDA
BUILDING CODE 200-1 EDITION, AND THE 20013 SUPPLEMENTS WITH
ALL REVISIONS AND UPDATES TO FBC-01.
1) THE BASIC DESIGN WIND SPEED = 120 MPH (3 SECOND GUST)
2) THE IMPORTANCE FACTOR = 1.0 ( BUILDING GAT. IT RESIDENTIAL)
3) THE EXPOSURE CATEGORY = B
4) THE INTERNAL PRESSURE COEFFICIENT = +/- 0,55 (PARTIAL ENCLOSED)
5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE
ZONE 1 ( +10.5 -21.5) ZONE 2 (+10.5 -34.1) ZONE 3 ( +14.9 -50,1)
FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN
30'-011 EXPOSURE B.
13'-Q"
25'-0"
53,-0"
I I I I. I 1 11-1-11 '1 '�• • _ II1' ii _. _ _ 1. _ ___ �'_.
THE ROOF DE51GN WAS BASED ON
A 4/12 EXTERIOR PITCH. THIS NEEDS
TO BE VERIFIED BY THE TRUSS CO,
THAT WILL BE MANUFACTURING THE
/ TRU5SE5.
EXI5TINr ROOF �� EXISTING ROOF
8'-10411
21 ^ II
TRUS5 SPAN
4x4 *2 PT P05T
u !Lu
-4 = t"
d)
EXISTING CARPORT
10 OID
EXI5TING HOUSE
j Z
3 o x
! ju
FINISHED FLOOR
f i
11
3 CENTER LINE OF PC
I
l'-O" 14'-0" 9'-O"
i
NEW COVERED WALK SLAB WIDTH
I I
21'-0" 30'-0"
51'-O"
I
LAMA5CO RIDGE VENT FL* 37S3.1
LEFT ELEVATION
HARDI PLANK 61DING FL* 10411.1
FRONT ELEVATION
EX STING ROOF
DATE : I 5G,4LE=
c3/ 14 / 11 11/4 11 = I,-011 PAGE I
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-206-5e21
R. 8. T'T/�4 t ' A NLEY OFFICE FAX 352-589-2342
F 0 BOX 1325 5AN ANTONIO
FLA. 3351&
EMAIL: hanl�yO6�emb�gmail.com
BECAUSE THIS IS AN ADDITION IT WILL BE THE RESPONSIBILITY
OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN
THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING
ANY WORK. THE HOMEOWNER REQUIRES THAT TH15 ADDITION
MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION IS NOT ON
TI-415 PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE
NEW WORK IS MATCHING THE EXISTING.
ST
LAMA5CO RIDGE VENT FL* 3193.1 9 cL -) I ' 1-r l , v, f kooy
J
40'-0" 13,-0"
EXISTING ROOF
53,-0"
RIGHT ELEVATION
Er!5TING HOUSE
EXISTING HOUSE
i
3!"
i
I- •
- NEW COVERED WALK j
i
REAR ELEVATION
6'-O If
ALL WORK SHALL COMPLY WITH ALL
PREVAILING CODES, FLORIDA BUILDING
CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
clT'y �
PUN
ELEVATIONS
and FLOOR PLAN
JOB NAME AND ADDRESS:
EFRAIN MONTES-MENDOZA
38ro01 FORTH AVE
ZEPHYRHILLS , FLORIDA
COVERED WALK 30ro SF
DAVID W. SMITH, MS. PE,
FLORIDA LIC.* 53608
352-521-0865 OFFICE 352-521-0861 FAX,
990E WALLASTON DRIVE DADE CITY ,FLA. 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING CODE 200'I EDITION
AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-Ol,
DAVID W. SMITH MS. PE. * 53608
I it
4{{ SLAB
6X6 10/10 WIRE MESH
6 MIL VISQUEEN
VAPOR BARRIER
(1) *5 REBAR IN THICKENED EDGE
-- ----------------------------
_ 4 EXISTING
TS{{ 12{{ FOUNDATION
- ----------------
05 REBAR BEND TIED TO THE REBAR
IN THE THICKENED EDGE AND EPDXIED
INTO THE EXISTING FOUNDATION. MIN
EMBEDDMENT OF 4". USE SIMPSON AT
ADHESIVE FL* 11506,1
(1) REBAR OF THE NEW FOOTER SHOULD BE ATTACHED TO THE
EXISTING FOUNDATION USING THE SAME METHOD AT EACH INTERSECTING
LOCATION.
NEW SLAB TO EXISTING FOUNDATION
MONOLITHIC SLAB_
4" / 3000 PSI MONOLITHIC CONCRETE SLAB
OVER CLEAN, TREATED AND COMPACTED SOIL.
THE SOIL WILL BE TREATED FOR TERMITES
AS PER THE DETAIL PAGE OF THIS PLAN.
ro" x 6" 10/10 WIRE MESH OVER (oMIL. VISQUEEN
VAPOR BARRIER WILL BE INSTALLED FOR
REINFORCING THE SLAB, FIBERMESH CONCRETE
CAN BE USE IN PLACE OF THE WIRE MESH,
THIS FOUNDATION WAS DESIGNED WITH A 2000
P5F SOIL BEARING CAPACITY,
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ALL CONCRETE USED ON THIS JOB WILL BE 3000 PSI,
(1) 05 RESAR
4" SLAB
DATE : SCALE:
c3/ 14 / 11 1/4" = V-011 PAGE 2
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-206-5Bn
R. S, H A{} NLE, OFFICE FAX 352-588-2342
P O BOX 13255 SAN ANTONIO
FLA. 3351ao
EMAIL: hanley06gembarcImall,com
TREATMENT: ( SOIL CHEMICAL BARRIER METHOD)
1) A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROVIDER AND
NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.
THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL,
2) CONDINBATE AND ROOF DOWN SPOUTS SHALL DICHARGE AT LEAST 1'-0" AWAY FROM
THE BUILDING SIDEWALLS.
3) IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL
NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDINGS SIDEWALLS.
4) TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING
AND FINAL EARTH GRADE SHALL NOT BE LESS TWA b INCHES ( EXCEPTION PAINT OR
DECORATIVE CEMENTIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE
FOUNDATION WALL.)
5) INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL 15 COMPLETED.
ro) SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED
OR FORMED.
l) BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLLATION OF TRAPS, ETC. SHALL BE
MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND
DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF 501L AFTER THE INITIAL TREATMENT
B) A MINIMUM fio MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
RE -TREATMENT IS REQUIRED,
S) CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
REMOVED BEFORE EXTERIOR SOIL TREATMENT.
10) SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR !GRADE WITH 1'-0"
OF THE STRUCTURES SIDEWALLS.
IU AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER
CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION,
ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER 15 APPLIED, SHALL BE
RETREATED.
12) ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT.
13) A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY
A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL
BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE- " THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
14_) AFTER ALL WORK 15 COMPLETE LOOSE WOOD AND FILL MUST BE REMOVED FROM
BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,TUB
TRAP BOXES, FORMS,SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
15) NO WOOD , VEGETATION, STUMPS, CARDBOARD ,TRASH ETC. , SHALL BE BURIED WITHIN
15'-O" OF ANY BUILDING OR PROPOSED BUILDING,
FINISHED GRADE
i{ S{{
12"
6X6 10/10 IiJIR1= MESH
J F Q {1
6 MIL VISQUEEN // 4 G'
VAPOR BARRIER
12u
THICKENED EDGE
FOUNDATION FLAN
JOB NAME AND ADDRESS:
EFRAIN MONTES—MENDOZA
38ro01 NORTH AVE
ZEPHY HILLS , FLORIDA
COVERED WALK 30ro 5F
DAV ID W. SMITH, M5. PE.
FLORIDA LIC.* 53608
352-521-08(25 OFFICE 352-521-08(ol FAX,
S909 WALLASTON DRIVE DADE CITY ,FLA, 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING CODE 200-1 EDITION
AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-O-I,
i
DAVID W. SMIT14 MS. PE. 0 53600
-1 r
42'-011
b 1-011 If20'-0" I ro'-O
i
21'-011
511-ot1
21'-011
Y
END OF THE COVERED WALK
THE NEW TRUSSES TO BYPASS
SES ON THE !-LOUSE,
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DATE SCALE:
I/411 11 PAGE 3
911�/11 -1 O �
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-20ro-5821
R. S, T1i ` A NLEY OFFICE FAX 352-568-2342
f�4'p O BOX 1325 SAN ANTONIO
FLA. 33516
EMAIL: hantey06g6mbargmaiLcom
MAIN FLOOR PLAN
JOB NAME AND ADDRESS:
EFRAIN MONTES-MENDOZA
38roOl NORTH AVE
ZEP YRHILLS A. FLORIDA
COVERED WALK 30ro SF
DAVID W, SMITH, MS. PE,
FLORID>4 LIC,* 53608
352-521-0865 OFFICE 352-521-08b1 FAX,
g909 WALLASTON DRIVE DADE CITY ,FLA, 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE-i, THE FLORIDA BUILDING CODE 2001 EDITION
AND THE 200E SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-01,
2�
DAVID W. SMITH MS. PE. * 53608
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LSSO EXTEND THE RIDGE BOARD PAST
THE RIDGE POST APPROX 4"
HIP RAFTER
-
O
ml ! \
L550
LS50
THE BASE TRUSS SPAN IS 29'-10 3/4" TRUSS TO TRUSS CONNECTION TO
THE SLAB IS 301-011 BE FURNISHED BY THE TRUSS CO.
HIP JACK RAFTER
VTC2
VTC2
NO SCALE
VTC2
C2
UPLIFT CONNECTIONS
USE (2) SIMPSON ST292 STRAP TIES PER EACH
POST, ONE ON THE INSIDE AND ONE ON THE
OUTSIDE OF THE POST FL*13812.5
USE A SIMP60N HTSMI(o TWIST STRAP TO ATTACH
THE MONO GIRDER TO THE EXISTING MASONRY WALL
FL* 11413.11
SIMPSON HCP2 FL*10441.2 HIP CORNER PLATE
IS TO BE USED ON THE KING JACK TRUSS OF
THE CORNER SET
SIMPSON H2.5A HURRICANE TIES FL*1045(o.12
ARE TO BE USED ON ALL TRUSSES EXCEPT
WHERE NOTED
(3) SIMPSON H8 HURRICANE TIES FLA APPROVAL * 11410.3
WILL BE USED TO HOLD DOWN THE MONO GIRDER TRUSS
DATE : SCALE:
cj/ 14 / 11 1/4 11 = V-oil PAGE 4
DESIGN SERVICES INC.
/�*f
MOBILE/ OFFICE 352-206 1 -552
R. �J' • HANLE`1' OFFICE FAX 352-585-2342
P 0 SOX 1325 SAN ANTONIO
FLA, 33516
EMAIL_
ROOF FRAMING PLAN
JOB NAME AND ADDRESS:
EFRAIN MONTES-MENDOZA
38601 NORTH AVE
ZEPHYRHILLS , FLORIDA
COVERED WALK 30ro SF
DAVID W. SMITH, MS. PE,
FLOROA LIG,* 53608
352-521-0865 OFFICE 352-521-0861 FAX.
9909 WALLASTON DRIVE DADE CITY ,FLA, 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION
AND THE 200E SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-01,
DAVID W. SMITP MS. PE. * 53608
2X6 VERTICAL Ti LEG TO BEARING 2X6 (MIN_' NO. 2 YP
CONN Wf (5) -12D NAILS AT THE TOP VALLEY FRAMING (TYP.)
AND A SIMPSON VCT2 AT THE BOTTOM I/
\ / MIN 2X& N0.2 SOUTHERN YELLOW PINE
COLLAR TIE IX6 (MIN.) / / RIDGE BOARD
SIMPSON H3 HURRICANE TIES EVERY OTHER RAFTER
FL' 10456.13 `\\(5) Sd COMMONS EACH END PLYWOOD SHEALTHINCs
SIMPSON VCT2
VALLEY CONNECTION
TRUSSES SHEATHED AND NAILED
WITH 8d COMMONS 6" O.C.
PRIOR TO VALLEY FRAMING
5IMP50N VCT2 VALLEY CONNECTION
AT EACH END OF EVERY RAFTER
2X6 CURB BOARD CONNECTED
TO THE TRLIS5E5 BELOW WITH
(3) 12d COMMONS AT ALL
INTERSECTING LOCATIONS.
CONV VALLEY FRAMING
USE 2X6 BLOCKING WHERE THE VALLEY FRAMING DOES NOT VALLEY RAFTERS WILL BE A MIN 2X6
INTERSECT WITH THE TRUSSE &BELOW. NAIL THE BLOCKING 02 SOUTHERN YELLOW PINE AT 24" Or -
BETWEEN THE TOP CHORDS OF THE TRUSSES AGAINST THE WITH A MAX SPAN OF II'-5°. WHERE THE
SHEATHING U51NG (2)12d COMMON NAILS IN EACH END. NAIL RAFTERS SPAN 15 LONGER A VERT T-LEG
THE SHEATHING TO THE BLOCKING WITH Sd COMMONS AT (2X(a) TO BEARING WILL BE REQUIRED.
6" OC STAGGERED.
II II / 11 II II II II II II 11 II II II II II
II II II II II It II II II II II It II II If
II U it 11 If 11 II II 11 11 II 11 II II II
T-LEB!"s TO RING ' w
u n n n If n u n T-LEs TO BI=ARING II If n
n n n u n <ER 3 71RU55E5 11 n n n II n n
11 \� II II 11 11 If 11�G'VER 3 1r�U55FS 11 11 11 11
11 If I I I I
II II II
II ,I It „ II ,I 11 it II „ 11 II FI it 11
II II \\ II ,I 11 II II 11 II 11 „ II 11 / � 11 II
II 11 II II 11 ,I II II II 11 I, II 11 / 11 II II
11 {{ \l� ,I 11 11 11 11 II 11 ,I 11 11 1{ {1 11
11 II N „ II II II 11 II II „ II II II II 11
II 11 > It 11 II
II II II „ 11 I, II II II II II II N II II II
II It II II it II 11 11 II II X�� II 11 11
11 !! II '; 11 11 11 II II II ;; 11 /� 11 11 II
II 11 II 11 11 II 11 II II 11 /y� 11 11 11
II II II ,� '; II II it II it II ;; 11 �`/LV 11 11 II 11
11 11 11 ,, GJ II II II 11
11 II II 11 11 U II II 11 11
it n n \\II 11 COLLAR TIE EVERY OTHER TRUSS it
ATTACH THE RAFTERS TO THE L , it 1,
If II 11 If I II II 11 it 11
BEVELED CURB BOARD WITH SIMPSON „ f,Ip „
VCT2 VALLEY CONNECTION5.11=11-' 10861.5 �O It n u u r ��}
ii i i i NAIL THE BEVELED CURB BOARD
INTO THE TRUSSES WITH (3) 12d
71-
II
n n n n
% " COMMONS AT ALL POINTS "
11 II / "
II II II II II II II II II it
II ;i ;; II II 1, 11 11 I 11 11 it II II 11 11
" ROOF TRU55ES BELOW " " \ if ROOF TRUSSES BELOW" "
II II 11 II II 11
" VALLEY AT 24" OC " " " \ 11 VALLEY AT 24" OC
II " II II II \ II 11 11 11 II II
It it " ,1 „ II
11 " 'I " II II II II II II 11 II 11 II
11 II II �' it II 11 1 1 II II II II 11 11 it
11 II II " 11 II II I 11 II it II 11 11 II
II II II " II 11 II II II it II II II 11 II II
II II II " 11 it II II II II II II II II II II
11 11 II " II 11 II II II II II II II II II 11
II 11 11 II 11 II 11 II 11 II II Il II II II 11
II ii II II it II II II 11 11 II li 11 it II 11
II II II II II 11 11 11 II II II II II II II II
CONNECT THE RIDGE BOARD TO THE
CURB BOARD BELOW WITH A SIMPSON VCT2
VALLEY CONNECTION
DATE NO 1/2" SHEATHING NAILED WITH Sd COMMONS F #4 G E 5
AT 6" OC IN ALL AREAS USE PLY C11 P5 -- c)/ 14 / 11 SCALE
BETWEEN THE SHEETS AND BLOCKING WHERE VALLEY RAFTERS WILL BE A MIN 2X6 _ - MIN 2Xro BEVELED CURB BOARD
PLY CLIPS WONT WORK.""
\\ \
SEE THE ROOF PLAN FOR
THE SIMPSON CONNECTIONS
2X SUB -FASCIA
ALCOA VENTED SOFFITT
FLO I I I'BI,8
THE CEILING WILL BE 1/2" SHEATHING
NAILED WITH 8d COMMONS AT 8" OC
IN ALL AREAS. THE SHEATHING CAN
BE PAINTED OR COVERED WITH A
FINISHED VINYL MATERIAL,
SIMPSON ABU44 AND ABU46
POST BASE ATTACHED TO THE
SLAB WITH A 1/2 11 x 8" J-BOLT,
FL*1O849,ro
FRAMING
NOTES.,
1)
ALL WOOD USED FOR SOLE PLATES OR IN CONTACT
ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME
WITH SOIL WILL BE #2 PT SOUTHERN YELLOW PINE ,
WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR
SHEATHING WITH THE FOUNDATION).
2)
ALL INTERIOR AND EXTERIOR WALLS SHALL BE
02 OC,
8)
ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY
SPRUCE OR BETTER AND SPACED 16"
SHALL BE PRESSURE TREATED LUMBER.
' 3)
ALL ENG. WOOD BEAMS SUCH AS MICROLLAMS
HAVE BEEN DESIGNED ACCORDING TO THE
5)
ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X6
TRUSSJOIST SPECIFICATIONS,
*2 SOUTHERN YELLOW PINE.
4)
ALL OF THE SIMPSON FASTENERS AND HANGERS
NO PLYWOOD SPACERS REQUIRED)
j
MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER
10)
ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS
VALUES, ALWAYS VERIFY THIS WITH THE ENG. OF RECORD,
SHALL BE NO LESS THAN 02 SOUTHERN YELLOW PINE
LUMBER. IF THE LUMBER WILL BE IN THE WEATHER OR
5)
ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH INS
CLOSER THAN 18° FROM THE GROUND IT WILL NEED
MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR
TO REQUESTING A FRAMING INSPECTION.
TO BE PRESSURE TREATED. EXCEPT AS NOTED,
(0)
ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED
11)
ALL TEMPORARY AND PERMANENT BRACING INFORMATION
CENTER OF THE STUD UNLESS NOTED OTHERWISE.
FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY
1)
ALL OF THE EXTERIOR DIMENSIONS ARE GIVEN TO THE
THE TRUSS COMPANY THAT PRODUCES THE TRUSSES.
FACE OF THE FRAME OR MASONRY WALL WHICH WILL
12)
NAIL 2x BLOCKING BETWEEN TRUSSES IN ALL AREAS THAT
i
A PLY -CLIP CANT BE APPLIED,
"
"
MONO HIP TRUSSES = EXISTING ROOF
2x8 HEADER ====�= �= --- --------------------== =====
------ -- ---------------------------------
WITH A 1/2" SPACER
SEE FLOOR PLAN
SEE THE FLOOR PLAN
FOR THE POST LAYOUT
AND SIZES
-
24"- -
POUR A 24" SQUARE x 8" THICK
3000 PSI CONCRETE PAD UNDER ----------
EACH POST, A 05 REBAR MAT IS
REQUIRED WITH BARS AT 12" OC
I I
EXISTING HOUSE
USE GAF -ELK ROOF UNDERLAYMENT
TO MOISTURE PROOF THE SHEATHING
FL" 10626.1
3 PLY POST AT THE INTERSECTION
THE SLOPED JACK RAFTERS AND THE FLAT RAFTER OF THE ROOF PLANES
INTERSECT AT THE SLOPED HIP CORNER RAFTER
- SIMPSON YTG2
NAIL A 2x6 LEDGER TO THE - - --------------------
END OF THE ROOF TRUSSES 51MP50N L550
WITH (3) 12d COMMONS AT - "
EACH TRUSS StMPsoN H3
MIN 2X6 BEVELED CURB BOARD
MONO TRUSSES
-----------------------------------
i= _ _ ---------------------------------
ATTACH EACH TRUSS TO
THE SIDE OF THE EXISTING REMOVE THE EXISTING OVERHANGS.
MASONRY WALL WITH A
SIMP50N HMS HURRICANE TIE
FLO 11413,ro
GAF STANDARD
SHINGLE DETAIL
Ii°I1"I1" VtIi�LEY LINING MATERIAL
6 " MIN,
NORMAL WIND LOAD 0� ' �\��z
5" EXPOSURE
1 ,
FLO 10124.1 2" CENTERLINE
ALWAYS REFER TO THE MANUFACTURERS
SPECIFICATIONS FURNISHED TO THE JOBSITE,
41tx5" ANGLE 26 GAUGE GALVANIZED METAL
RUBBER VALLEY FLASHING OVER THE TOP OR
12" WIDE 26 GAUGE GALVANIZED METAL
ALL SHINGLES ARE TO BE NAILED WITH 11 OR 12 GAUGE
GALVANIZED NAILS WITH 3/8" DIAMETER HEADS. ALL NAILS
MUST PENETRATE AT LEAST 3/4" INTO THE WOOD SHEATHING.
I
DESIGN SERVICES INC.
MOBILE/ OFFICE 352-20(6-5821
R. S. HA ,j�LEY OFFICE FAX 352-588-2342
P O BOX 1325 SAN ANTONIO
FLA. 33516
EMAIL: hanlegOrcoembarcimail.com
DETAILS AND CROSS
SECTIONS
JOB NAME AND ADDRESS:
EFRAIN MONTES-MENDOZA
386 01 NORTH AVE
ZEPHYRHILLS , FLORIDA
COVERED WALK 306 SF
DAVID W. 5MITH, M5. f='E.
FLORIDA LIC.* 53608
352-521-0865 OFFICE 352-521-0861 FAX,
3909 WALLASTON DRIVE DADE CITY ,FLA. 33525
I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION
AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
AND UPDATES TO FBC-01,
DAVID W. SMITH MS. PE. * 53605
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