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RESIDENTIAL
ADD-ITION
DRAWING INDEX
SHEET AO.1 COVER SHEET (NOTES,MAP & DATA)
SHEET A1.0 EXISTING FLOOR PLAN
PROPOSED FLOOR PLAN
SHEET A2.0 FOUNDATION PLAN
ROOF FRAMING PLAN
SHEET A3.0 ELEVATIONS
SECTIONS
SHEET A4.0 DETAILS
ELECTRICAL PLAN
SITE DAT-A TABLE
DESIGN WIND SPEED
PROJECT SQUARE FOOTAGE
BUILDING MAX. HEIGHT
BUILDING USE
BUILDING RISK CATEGORY
TYPE OF CONSTRUCTION
BUILDING EXPOSURE
BUILDING CODE REFERENCE
FLOOD ZONE DETERMINATION
15 0 M P H
536 SQFT
2 0 f t ±
"R3" RESIDENTIAL
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2017 FLORIDA RESIDENTIAL BUILDING
CODE SIXTH EDITION.
2017 NATIONAL ELECTRIC CODE.
FLOOD ZONE "Xil
FLORIDA PRODUCT A PPRC
PRODUCTCATEGORY
SUB CATEGORY
T
MANUFACTURER
I
APPROVAL
� ��#j
STRUCTURAL COMPONENT
SP1 WOOD CONNECTOR
SIMPSON STRONG TIE INC.
10456
10456
STRUCTURAL COMPONENT
SP2 WOOD CONNECTOR
SIMPSON STRONG TIE INC.
STRUCTURAL COMPONENT
H4 WOOD CONNECTOR
SIMPSON STRONG TIE INC
10446
STRUCTURAL COMPONENT
H10 WOOD CONNECTOR
SIMPSON STRONG TIE INC.
10446
STRUCTURAL COMPONENT
HUC212 WOOD CONNECTOR
SIMPSON STRONG TIE INC.
11468
STRUCTURAL COMPONENT
HETA20 WOOD CONNECTOR
SIMPSON STRONG TIE INC.
11473
STRUCTURAL COMPONENT
HTT16 HOLD DOWN
SIMPSON STRONG TIE INC.
11496
STRUCTURAL COMPONENT
HD6 HOLD DOWN
SIMPSON STRONG TIE INC.
10441
STRUCTURAL COMPONENT
MGT WOOD CONNECTOR
SIMPSON STRONG TIE INC.
11473
STRUCTURAL COMPONENT
LUS28-Z
SIMPSON STRONG TIE INC.
11468
STRUCTURAL COMPONENT
META20
SIMPSON STRONG TIE INC.
11473.18
STRUCTURAL COMPONENT
CB66
SIMPSON STRONG TIE INC.
13872
STRUCTURAL COMPONENT
CS24
SIMPSON STRONG TIE INC,
13872
STRUCTURAL COMPONENT
PRECAST CONCRETE LINTEL
CAST-CRETE
158.1
WINDOWS
S.H.(VINYL IMPACT DBL. PANE)
PELLA
16000.3
DOORS
FIBERGLASS ENTRANCE
THERMA-TRU CORPORATION
8871.5
ROOF
ASPHALT SHINGLES
TAMKO INC.
18355.1
ROOF UNDERLAYMENT
15# FELT (NO. 15 UL)
TAMKOINC
123286
ALUM. VENTED SOFFIT
ALCOA ALUM.
12019� 1
m
EOR (ENGINEER OF RECORD) NOTES
GENERAL
1. THIS ?LAN ONLY CONSIDERS GRAVITY & WIND LOADING ON STRUCTURES. ANY OTHER LOADING CASES OF
RELEVANCE SHALL BE BROUGHT TO FOR ATTENTION IMMEDIATELY UPON DISCOVERY. 'VVORKSHAL'- COMPLY WITH F
DES FLORIDA"BUILDING CODE,
2. THERE SHALL BE NO FIELD REVtSONS OF ANY STRUCTURAL COMPONENT OR SIGNIFICANT DESIGN DET'g I
WITHOUT EOR ADVANCE APPROVAL. I� IONAL ELECTRIC CODE
3- THERE SHALL BE NO FIELD WELDS, AND THE CITY OF ZEPHYRkL8
4 COMMODITY ITEMS SUCH AS CMU, LUMBER, FASTENERS, ETC. SHALL BE FREE FROM OBSERVED ORDINANCES
DAMAGE/DEFECTS & SHALL MEET FBC/INDUSTRY STANDARDS.
S. ALL MANUFACTURED COMPONENTS SHALL BE INSTALLED IAW (IN ACCORDANCE WITH) OEM (ORIGINAL
EQUIPMENT MANUFACTURER) INSTRUCTIONS& USED IN MANN ER/APPLICATION INTENDED BY OEM.
6. ALL BUILDING COMPONENTS/ELEMENTS/SYSTEMS SHALL POSSESS CURRENT FLORIDA BUILDING COMMISSION
(FaC) PRODUCT CONTROL APPROVAL (PCA) FOR APPLICATION IF SAID FBC APPROVAL CATEGORY EXISTS. REVIEW DATE Noy 1
T FBC PRODUCT APPROVED EQUAL COMPONENTS MAY BE SUBSTITUTED FOR CALLED OUT ITEMS. CITY OF ZEPH7 R_ jH!
8. MATERIALS DAMAGED IN TRANSIT SHALL BE REPAtREDIRESTORED BY APPROVED MEANS/METHODS TO PLAN EXAMINER
ORIGINAL CONDITON OR BETTER BEFORE DELIVERY TO JOSSITE.
9. CONCRETE:
a. ALL CONCRETE SHALL BE MINIMUM 3000 PSI, 8-INCH MAX SLUMP.
b. SLABONGRADE;
i. SOIL- UNDISTURBED, GRANULAR SOIL SHALL BE ASSUMED TO HAVE A BEARING CAPACITY OF
1. IF LOOSE SOIL, SOFT CLAY, DEBRIS, ETC. ARE OBSERVED, CONTACT EOR.
2. 95% COMPACTION REQUIRED FOR ALL FILL PER ASTM D 155, MAX 1-FT PER LIFT.
fl. SLAB SHALL BE 4-INCHES THICK, MINIMUM.
iii. MIX SHALL BE TYPE 11 CEMENT
iv. ViRTICAL EDGES SHALL BE FORMED.
v. GROUND SHALL BE TERMITE TREATED WITH APPROVED PRODUCT- LAW OEM, UNDER ALL
STRUCTURES & TREATMENT DOCUMENTED BEFORE ANY CONCRETE IS PLACED.
vi. FOLLOWING TERMITE TREATMENT, CONTRACTOR SHALL INSTALL CONTINUOUS, MINIMUM 6-
MIL, PLASTIC VAPOR BARRIER WITH MINIMUM 6-INCH WPED JOINTS.
vii. BOTH 6X6, 10/110, WWF & FIBER MIX ARE ACCEPTABLE - UNLESS OTHERWISE SPECIFIED.
viii. CONTRACTOR SHALL SAW CUT, CONCRETE SLAB, WITHIN 24-HOURS OF POUR, %ANCH DEEP,
MAX 10-FT C-C EACH WAY,
c. ABOVE GRADE CONCRETE SHALL BE SUPPORTED ON SHORING APPROVED BY EOR. SHORING SHALL
ONLY BE REMOVED WITH EOR APPROVAL & ONSITE PRESENCE.
d. REBAR, MINIMUM #5, DEFORMED, A36 UNLESS OTHERWISE SPECIFIED-
t. LAP REBAR 40-DIAMETERS OR USE APPROVED REBAR CONNECTION IAW OEM INSTRUCTIONS.
ii. REBAR IN CONCRETE CAST AGAINST EARTH SUCH AS FOOTINGS SHALL HAVE MINIMUM 3-INCH
COVER. 2-INCHES COVER REQUIRED IN VERTICAL ELEMENTS EXPOSED TO WEATHER, 1-1/2-
INCHES COVER FOR INTERIOR COLUMNS & BEAMS, & %-INCH COVER FOR INTERIOR WALLS &
SLABS ABOVE GRADE.
10. MASONRY:
a. SHALL BE?_AID IN RUNNING BOND UNLESS OTHERWISE SPECIFIED.
b. CONTRACTOR SHALL USE TYPE S (ACI 530) OR STRONGER MORTAR.
c. CONTRACTOR SHALL USE APPROVED WIRE LADDER/TRUSS REINFORCEMENT EVERY THIRD CMU COURSE
- MINIMUM FROM CORNERS OUT 8-FT.
d. NEW MASONRY SHALL CONNECT TO EXISTING MASONRY BY WEATHER SEAL ONLY.
e. CONTRACTION JOINTS;
i, HORIZONTAL SPACING BETWEEN JOINTS SHALL NOT BE GREATER THAN 32-FT.
ii. REINFORCEMENT SHALL NOT BRIDGE/DEFEAT CONTRACTION JOINT PURPOSE.
iii. PRODUCT/SYSTEM USED SHALL HAVE FLORIDA PCA FOR PURPOSE & BE INSTALLED LAW
APPROVAL.
iv, JOINT WIDTH SHALL BE Y, INCH MINIMUM.
I. CONTRACTOR SHALL INSTALL GROUTED CELLS & REBAR @ CORNERS, 4-FT C-C, @ SIDES OF OPENINGS,
UNDER GIRDER/BEAM ENDS - CONTRACTOR SHALL KEEP GROUT CELLS CLEAN DURING BLOCK LAYING.
11. STEEL:
a. MINIMUM A36/AISC A-307
b. SHALL BE PROTECTED AGAINST CORROStON IAW APPLICATION EXPOSURE. OEM PLATING,
GALVANIZING, OR PAINTING SHALL BE DEEMED ADEQUATE IF INTENDED FOR APPLICATION,
c. ALL FRAMING, ROOFING, & SHEETING NAILS SHALL BE RING SHANK, MINIMUM SIZE SPECIFIED &
INSTALLED PER FBC
12. LUMBER:
a. NOT OTHERWISE CALLED OUT, SHALL BE HEM -FIR #2 OR STRONGER-
b. P/T REQUIRED FOR EXPOSURE TO WEATHER. OR CONTACT WITH MASONRY/(--DNCRFTF
c. ALL t-HEET'P -',,'FLOOR I NG/ETC- SHALL BE EXTERIOR GRADE, SPAN RATED, & INTENDED BY OEM FOR
APPLICATION,
13. WINDOWS& DOORS- MINIMUM +30-35 PSF RATING. EXTERIOR GLAZING SHALL BE IMPACT RATED OR
PROTECTED.
14. EOR PREFERS EMAIL COMMUNICATIONS allen�@gezelmanp.e.com
III , aee check*d the perts-'0 tfuv'� �k-vqo m
� I wq, wift-led awo�w�ate ax)nmtom ar't ddttr�wwd *�'w
the dew� coffwty W" my Of9sw dtmv� wit"a Tbt ufx"ffv4 wm" mwl accwurx"c att W.&IM
foals
I cemty ttx--,e pw$ a's to Ow tme reststv�q deMeAt�� (WtKU941) WItY #Ad " a* tO 6enWIM WA (le*gateJ, tt*y
wc�fv preorw 00 wo.W the of CK%Att 16 al aw cwm" "vem
TODAY; PdWe VmW woOs aS neeON anxI st"h"�
M The sVuCUtral planS are �*suyvd to mW OW kjoOS L�SW �n SeCtloo 1609' 1 1 of tl* rtrva &A"
Code� te.. ttw b0deq ts 'swnpW bKayse it ts arnong ottw O*t� fnck�w, I ' by 00e defir� See.
16011.4�
Wr4 ArA fl. Expowre 8, vult 60,tvas4 IU' 3 mph
Cmpovw,r45,w,l cWduN �wessvfe for wttxkwr� wxl *c"s- refeq to FOC Tatkn Chapttr 6 of ASM 7. SEE TABLES
BELOW
60 MPH'Emarorwl Wdw�q alf wmdow. and daws,
E.g" fbt up to ISO MPH.
M T - THESE PLANS WERE DESIGNED PER THE 2017 FLORIDA BUILDING CODE SIXTH EDI ON
,_L_k TI
COMPONENT & CLADDING DESIGN PRFSSLlkE tABLE
t5o MP 'H EXPOSURE 13. HUIGMT �, 0 TO �0 FEET,
U 3SEC GUST 2,1112 TO 6 9J12 PITC
IMPORTAN' Ch I -ACTOR- I (ENCLOSED) (PSF)
DUIRUA""A I -Tito)
20
----------
WAU,
E
I FOR AREAS OF WIND SPEEDS BETWEEN TOME GIVEN ABOVE THE LOAOS MAY BF
INTERPOU41D, OTHERWISE USE THE LOADS ASSOCIATED WITHTHE LOWER EFFECTIVE AREA
T TABLE V kLUCS, ARE ADJUSTED FOR HEIGHT AND EXPOSURE
3. PLUS AND MINIS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING
SURFACES
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ENGINEER
ALLEN GEZELIVIAN
16502 HANNA RD.
LUTZ, FLORIDA 33549
PH. (727) 845-8133
PE 59180
pascobprint@microd.com
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PROJECT NO. 18-026
DATE: 12/20/19
SHEET NO. I
AOml
COVER SHEET
a
LOCATION MAP
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3'-0" il'-U'i 3'-6"
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1 EXISTING FLOOR PLAN SCALE: 1/4"= l'-O"
WALLSCHEDULE
EXISTING WALLS
NEW 2x4 WALLS
NEW 8" CMIJ WALLS
SQUARE FOOTAGES
EXISTING LIVING AREA 1, 300s. f.
NEW LIVING AREA 536s.f.
TOTAL 1,836s.f.
WINPOW000K NOTE:
ANYWHERE A PORTION OF WALL HAS AN
OPENING IS
LISTED FIRST BY WIDTH, THEN BY HEIGHT.
6' — 8" OVERALL
3068 OPENING HEIGHT
3'-0" OVERALL---//
OPENING WIDTH
CTR.
= CENTERED IN WALL OR OPENING
B. F. D.
= BI—FOLD DOORS
H.S.
= HORIZONTAL SLIDER
EXT.
= EXTERIOR
S. C.
= SOLID CORE
FRCH
= FRENCH DOORS
CRK.
= ALUMINUM CRANK OUT WINDOW
JAL.
= JALOUSIE GLASS
S. H.
= SINGLE HUNG
D. H.
= DOUBLE HUNG
CASE
= CASEMENT
TEMP
= TEMPERED GLASS
OBSC.
= OBSCURED GLASS
OPN.
= OPENING
ABV.
= ABOVE
S. L.
= SIDE LIGHT
TRANS.
= TRANSOM
S.C.
= SOLID CORE
W. R. P.
= WOOD RAISED PANEL
S.S.
= SINGLE SLOPE
PIMENSION NOTES:
1. ALL MASONRY DIMENSIONS ARE FROM 8"W. ASSUMED FACE OF
BLOCK, CORNER OF BLOCK OR EDGE OF SLAB.
2. ALL FRAME DIMENSIONS ARE FROM A MASONRY TIE OR TO
CENTERLINE OF WALL OR OPENING.
3. EXTERIOR OPENINGS ALLOW FOR 2" BILATERAL MARGIN.
CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, MARGIN
BEYOND 2" MUST BE VERIFIED BY ENGINEER OF RECORD.
4. ALL INTERIOR OPENINGS ARE SHOWN WITH FULL 4" RETURNS,
CENTERED, OR DIMENSIONED OTHERWISE
f'f'\OJECT NOTES:
1. THIS PROJECT IS FOR THE CONSTRUCTION OF A NEW ONE
STORY RESIDENCY.
2. ALL H.V.A.C. LAYOUTS, CALCULATIONS AND PRODUCT
INFORMATION BY OTHERS.
3. ALL WINDOW OPENINGS ARE TO BE PROTECTED FROM WIND
BORNE DEBRIS BY APPROVED TEMP. IMPACT GLASS PER CODE.
C?
3'-2"x3'-2"
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111-91,
BEDROOM #1
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—NEW EGRESS WINDOWS
TO BE INSTALLED
EXIST DOOR OPENING
TO BE FRAMED IN
BEDROOM #2
W.H. ON SHEL
ABOVE SINK
BEDROOM #1
NEW EGRESS WINDOW
TO BE INSTALLED
LIVING
EXISTING
PAVERS
6x6 P.T.
POST TYP.
3 0 EXISTING
ASPHALT
DRIVEWAY�,
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15-11 Qo
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LIVING
DRILL & EPDXY (1) #5 REBAR
18" LONG INTO 6" DEEP HOLE EXISTING
INTO EXIST CMU WALLSA PAVERS
24"O.C. TO K.0 COURSE V' �o
6x16 P.T.
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ENGINEER
ALLEN GEZELIVIAN
16502 HANNA RD.
LUTZ, FLORIDA 33549
PH. (727) 845-8133
PE 59180
pascobprint@microd-com
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PROJECT NO. 18-026
OATE: 12/20/19
SHEET NO.
Al mO
FLOOR PUNS
10'-6"
SCALE: 1/4" = I'-D"
CD
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TERMITE PROTECTION
DIRECT WOOD TREATMENT, LIQUID METHOD USING
BORACARE, ACTIVE INGREDIENT D.O.T. (DISODIUM
OCTABORATE TETHYDRAT) AT 23%
A PERMANENT SIGN WHICH IDENTIFIES 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 ELECTRICAL PANEL
ALL COMPONENTS SUCH AS; WOOD FRAMING, WOOD FURRING,
CMU WALLS, SHALL BE TREATED WITH THIS PRODUCT BY A
LICENSED INSTALLER PER MFGS. SPECIFICATIONS. THIS
TREATMENT IS APPLIED DIRECTLY TO THE BUILDING
COMPONENTS AND NOT TO THE SOILS IN, AROUND,
OR UNDER THE STRUCTURE.
FOUNPATION NOTES:
1. SEE ADDITIONAL FOUNDATION CONSTRUCTION INFO.
ON SHT. #1 "COVER SHEET" ENGINEER OF RECORD NOTES
2. CONTRACTOR TO VERIFY ANY BELOW SLAB CONDUIT OR
PLUMBING INSTALLATION PRIOR TO CONSTRUCTION..
3. FIELD LOCATE 1/8"W x 1/4"D. CONTROL JOINTS AT SLAB W/
GRID NO GREATER THAN 20x2O AND NO LESS THAN 10'xlO'
DETERMINED BY CORNERS, FEATURES, AND SLAB POUR
FIELD CONDITIONS.
4. CONTRACTOR MAY FIELD LOCATE TERMINATED VERT.
STEMWALL STEEL BUT, MAY NEVER EXCEED 2'-8"O.0 MAX.
CONT. AS SHOWN.
9
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26'-0"
14'-0" 12'-0"
L i
4'-8"
T-5 1/2"
VEXISTING
ASPHALT
16"x`16" CONC. DRIVEWAY
1/'MONO FOOTING
W/ (2) #5 CONT. (TYP.)
24"x24"x`16" CO C PA T-1 0"
W/ (2) #5 EA WA�(. --;, e_
l '-4" 5'-2" l '-4"
sv
T-6"
4'-9" 4'-6" S-O" 4'-6"
cl)
L — — — — —
fi 73-,
m— — — — — — — — --
3,'RECESS
4
4" THICK 300OPSI CONC SLAB
W/ FIBERMESH
W/ 6MIL VAPOR BARRIER
ON TERMITE TREATED
COMPACTED SOIL—,,,,
W.H.
4'-9" DRILL & EPDXY (1) #5 REBAR
o? 18" LONG INTO 6" DEEP HOLE
T-8" zo DRILLED INTO THE EXISTING
FOUNDATION @ 4-O.C. MAX
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EXISTING PAVERS
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T-1 1 1,.-4" FOR FOOTER
4'-5"
IN
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(DE-rAIL 7/A3.0)
EXISTING PA
4 16" CO PAD
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4'-5"
24"x24"x`16" CONC PAD EXISTING PAVERS
W/ (2) #5 EA WAY. TYP.
6-2" �l 14"
8'— 1 T-1 0" 1
VERS
ATTIC VENT CALCULATIONS
TOTAL 536s.f.
536 . 300 = 1.78 2 = 0.89sf
(1) 4' ROOF VENT = .96sf
(1) 4' ROOF VENTS REQUIRED = 10.56sf
I ---------- - - - -.7 - - .7- = ROOF VENT
ROOF TRUSS NOTES:
1 . THIS TRUSS PACKAGE MUST BE ENGINEERED FOR OPTIONAL
CONCRETE ROOF TILE AND OPTIONAL FUTURE SOLAR PANEL
LOADS
2. ALL SCISSOR TRUSSES, CORNER JACKS, & END JACKS ARE TO
BE CONNECTED TO PROPOSED BEAM OR FRAME WALL W/ (1)
H-10 AT EACH CONNECTION
3. ALL GIRDERS& HIP CARRIERS ARE TO BE CONNECTED TO
PROPOSED BE
AM ON FRAME WALL W/ (1) LGT-2 AT EACH
CONNECTION
4. ALL TRUSS TO TRUSS CONNECTIONS ARE TO BE MADE BY THE
TRUSS ENGINEER
5. FOLLOW ALL TRUSS MFR'S HANDLING AND INSTALLATION
INSTRUCTIONS FOR PRE—ENGINEERED PARTS
6. VERIFY TRUSS ENGINEER'S LAYOUT PRIOR TO CONSTRUCTION TO
FIELD CONDITIONS
TYPICAL ROOF BEAM PER ROOF FRAMING NOTE #2
SPECIAL ROOF BEAM PER ROOF FRAMING NOTE #2;
EXCEPT THIS BEAM IS 3 PLY, W/ J" 0 BOLTS
SUBSTITUTED, & W/ 3" SCREWS SUBSTITUTED CONT.
-2
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ALLEN GEZELIVIAN
16502 HANNA RD.
LUTZ, FLORIDA 33549
PH. (727) 845-8133
PE 59180
pascobprint@microd.com
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PROJECT NO. 18-026
DATE: lV20/19
SHEET NO.
A2mO
FOUNDATION PLAN
ROOF FRAMING PLAN
SECTIONS
t FOUNDATION PLAN SCALE: 1/4" = V-11)"
12 ROOF PLAN SCALE: 1/4" = V-11)"
DIMENSIONAL FIBERGLASS SHINGLES
12
3.5(CONTRACTOR r
TO VERIFY)
I EXISTING FRONT ELEVATION
12
3.5(CONTRACTOR F
TO VERIFY)
co
0
HH
3 EXISTING REAR ELEVATION
I
C*
14
SCALE: 1/4" = V-101"
SCALE: 1/4" = V-0"
12
3.5 (CONTRACTOR
TO VERIFY) F
2 PROPOSED FRONT ELEVATION SCALE: 1/4" = V-0"
12
3.5(CONTRACTOR
TO VERIFY)
4 PROPOSED REAR ELEVATION SCALE: 1/4" = V-0"
I
EXISTING NEW
1
6 PROPOSED SIDE ELEVATION SCALE; 1/4" = V-D"
ROOF BEARINGJ%
8'-0" 1111V
HEADER J%
6'-8-111,1
FINISHED FLOOR JIIII
00- mv
ROOF BEARIN
HEADER
6'-8-
FINISHED FLOORjk
0-0- mor"
ON PEEL AND STICK ON %" CDX
PLYWOOD SHEATHING NAILED W/ 10d
2x8 RIDGE RAFTER
NAILS @ 4"O.C. @ EDGES, TOP &
BOTTOM; NAIL SEAMS 6"O.C.
SIMP LUS28-Z HANGER
STAGGERED W/ NO DOUBLES.
FROM RAFTERS TO
RIDGE BOARD
8"O.H. TYP.
5(CONTRACTOR 12
SIMP H10 @
VERIFY)
RAFTER
"""'�_2xIS
—METAL DRIP EDGE
CONV.
FRAME ROOF
2x SUBFASCIA
(2) 2x8 BEAM (TYP)
ECCQ66 AT EACH
6x6 POST (TYP)
ENTRY
P.T. POST
(TYP OF 6)
CB66 @ EACH
PAVERS--\ 6x6 POST (TYP)
17 ENTRY SECTION
DIMENTIONAL FIBERGLASS SHINGLES —
ON PEEL AND STICK ON %8" CDX PLYWOOD
SHEATHING NAILED W/ 10d NAILS @ 4"O.C. @
EDGES, TOP & BOTTOM; NAIL SEAMS 6"O.C.
STAGGERED W/ NO DOUBLES.
16"O.H. TYP.
METAL DRIP EDGE------ I
2x6 SUBFASCIA—
PERF ALUM. SOFFIT
K.O. COURSE W/ (1) -
#5 REBAR CONT
CONIC. LINTEL
W/(l) #5 REBAR (TYP)
ALUM. WINDOW
8" CMU WALL—
CEMENTITIOUS FINISH
(TO MATCH EXISTING) GRADE
(o
�11 _Ll I Ell
Q, WALL SECTION
\-24"x24"xl6" CONC PAD
W/ (2) #5 EA WAY.
SCALE: 3/8" = V-0"
12
3.5(CONTRACTOR F_
TO VERIFY)
ROOF TRUSS
00 T SS
00 M
(SEE ROOF FRAMING PLAN)
OL 13EARING
1-r8-4-A.F.F.
R-38 I NSU LATION
OLWINPOW00OR HEAPER
Y2" CEILING BOARD
META20 TYP EA TRUSS
'-r 6-8"A. F. F.
SILL
"' DRYWALL ON dbI lx2 P.T. FURRING
STRIPS W/ R-12 INSUL.
4" THICK 300OPSI CONIC SLAB
W/ FIBERMESH
W/ 6MIL VAPOR BARRIER
ON TERMITE TREATED
COMPACTED SOIL OIL FIN. FLOOR
-F U-011
24"Wxl6"D MONO
CONC. FOOTING
W/ (2) #5 CONT.
SCALE: 3/8" = V-0"
�/16" GAP MIN. @ NON -LOAD BEARING -
CONDITIONS W/ (2) 16d NAILS @ EACH
TRUSS OR BLOCKING FOR LATERAL
STABILITY ONLY
NOTE:
FOR INTERIOR NON -LOAD BEARI
3/8" BOLTS AT BOTT. & H3 CLIPS
AT TOP ARE NOT REQ'D. FOR
STANDARD ASSEMBLY
ROOF BEARINGr6h
81-0.
—HEADER
6'-8" '�J
— — — — FINISHED FLOORjk
0--o" 'llr
(2)-2Y4"L CASE
HARD NAILS @
16"O.C.
EXISTING ROOF
2x4 TOP PLATE
2x4 WOOD STUDS
@ 16"O.C.
'I'DRYWALL
2
2x4 P.T. SOLE PLATE
11111;z llll�=71EXISTING/NEW SLAB
9 INTERIOR WALL SECTION
SCALE: 3/8" = V-0"
41;
29
cl
m
210
Lu
cr.
kr)
U0
ENGINEER
ALLEN GEZELMAN
16502 HANNA RD.
LUTZ, FLORIDA 33549
PH. (727) 845-8133
PE 59180
pascobprinQ[n
% )crod.com
\o\%
P" .......
ZZ ;I MJCTldik� SEA*
0
PROJECT NO. 18-026
DATE: 12/20/19
SHEET NO. I
EL A3mO
EVATIONS
9
- 1 11 1 - I I
EL "
IM
I
C:l
C4
M)
0
WOOD HEADER (SOUTHERN PINE)
WOOD HEADER (SOUTHERN PINE)
SUPPORTING ROOF LOADS ONLY-20 psf LIVE LOAD, 15 psf DEAD LOAD, 1.15 LOAD DURATION FACTOR
INTERIOR HEADER SUPPORTING FLOOR ONLY-40 psf LIVE LOAD, 15 psf DEAD LOAD, 1.15 LOAD DURATION FACTOR
CLEAR
SPAN OF SUPPORTED ROOF FRAMING
CLEAR
SPAN OF SUPPORTED ROOF FRAMING
GRADE
OPENING
GRADE
OPENING
16'-0"
20'-0"
24'-0"
28'-0"
32'-0"
36'-0"
40'-0"
20'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0"
36'-0"
(1)2x8
(1)2x8
(1)2xlO
(1)2xlO
(1)2xlO
(1)2xl2
(1) 2 x 12
8'-0"
(3) 2 x 10
(3) 2 x 12
(3) 2 x 12
(3) 2 x 12
(3) 2 x 12
(3) 2 x 12
(4) 2 x 12
4'-0"
(1) 2 x 12
(1) 2 x 12
(2) 2 x 10
(2) 2 x 10
(2)2xl2
(2)2xl2
(2) 2 x 12
(3) 2 x 12
(3) 2 x 12
(4) 2 x 12
(4) 2 x 12
(4) 2 x 12
(4) 2 x 12
-
6'-0"
91-01,
NO.2
(2) 2 x 10
(2) 2 x 12
(2) 2 x 12
(3) 2 x 10
(3) 2 x 12
(3) 2 x 12
(3) 2 x 12
(4) 2 x 12
(4) 2 x 121
-
8'-0"
1
101-01,
I
I
NO.2
(2) 2 x 12
(3) 2 x 10
(3) 2 x 12
(3) 2 x 12
(3) 2 x 12
-
(4) 2 x 12
-
-
91-01,
111-01,
I
I
I
101-01,
(3) 2 x 10
(3) 2 x 12
(3) 2 x 12
-
-
WOOD
HEADER (SOUTHERN
PINE)
SUPPORTING ROOF, WALL& FLOOR LOADS-20 psf LIVE LOAD, 15 psf DEAD LOAD, 1.15 LOAD DURATION FACTOR
(3) 2 x 12
12'-0"
GRADE
CLEAR
OPENING
SPAN OF SUPPORTED ROOF FRAMING
ROOF BEAMS (SOUTHERN
PINE)
16'-0"
20'-0"
24'-0"
28'-0"
32'-0"
36'-0"
40'-0"
20 LIVE LOAD, 15 DEAD LOAD, 1.15 LOAD DURATION FACTOR
4'-0"
(1)2xlO
(1)2xl2
(1)2xl2
(2)2xlO
(2)2xlO
(2)2xlO
(2)2xlO
psf psf
GRADE
CLEAR
SPAN OF SUPPORTED ROOF FRAMING
(2) 2 x 12
(2) 2 x 12
(3) 2 x 10
(3) 2 x 10
(3) 2 x 12
(3) 2 x 12
(3) 2 x 12
16'-0"
20'-0"
24'-0"
28'-0"
32'-0"
1 36'-0"
40'-0"
OPENING
NO.2
6-0"
101-01,
(2) 2 x 12
(3) 2 x 10
(3) 2 x 12
(3) 2 x 12
(4) 2 x 12
(4) 2 x 12
(4) 2 x 12
8'-0"
(3)2xl2
(3)2xl2
12'-0"
(3)2xl2
(3)2xl2(4)2xl2
(4)2xl2
-
-
-
(3) 2 x 12
NO.2
(3)2xl2 (4)2xl2
14'-0"
16'-0" (4) 2 x 12 PRE -CAST LINTEL OR CONCRETE TIE BEAM
WINDOW FLANGE/FRAME TO BUCKS WITH MIN. #8x2
IATTACH
J'WOOD SCREW@ 8" O,C. OR AS REQUIRED BY THE
MANUFACTURER TO MEET REQUIRED WIND PRESSURES.
8U8 8F8 BF8-lB/lT 8Fl2-lB/lT 8Fl6-lB/lT 8F20-18/lT 8F24-lB/lT
8 INCH LINTEL
MARK
GRAVITY LOADS - POUNDS PER LINEAR FOOT
UPLIFT LOADS - POUNDS PER LINEAR FOOT
LATERAL LOADS
PLF
8 INCH
-------__TYPEff
LENGTH
BU8
8F12-0B
8FI6-OB
SF20-08
8F24-OB
BF28-OB
8F32-OB
8F8-lT
OF12-1T
8F16-lT
8F20-lT
8F24-LT
8F28-1T
8F32-lT
8U8
8F8
REINF.
cmu*
8F8-lB
BF12-1B
BF16-16
BF20-18
8F24-lB
BF28-IB
BF32-1B
BF8-2T
BF12-2T
BF16-2T
OF20-2T
BF24-2T
8F28-2T
SF32-2T
L-1
2'- 10- (34') PRECAST
2231
3069
4605
6113
7547
8974
10394
11809
1972
3173
4460
5747
7034
8321
9608
1293
1642
2135
3069
4605
6113
7547
8974
10394
11809
1972
3173
4460
5747
7034
8321
9608
L-2
3'-6" (42-) PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
1559
2524
3547
4569
5591
6613
7636
1025
1024
1830
3069
4605
6113
7547
8974
10394
11809
1569
2524
3547
4569
5591
6613
7636
L-3
4'-0" (48-) PR CAST
1966
2561
2751
3820
4890
5961
7034
8107
1363
2192
3079
3966
4853
5740
6627
765
763
1365
2693
4605
6113
7547
8974
10394
11809
1363
2192
3079
3966
4853
5740
6627
L-4
4'-6- (54") PRECAST
1599
1969
2110
2931
3753
4576
5400
6224
1207
1940
2724
3508
4292
5077
5861
592
591
1057
L19L
4375
6113
1 7547
8672
10294
11809
1207
1940
2724
3508
4292
5077
5861
L-5
5'-4" (64') PRECAST
1217
1435
1999
2560
3123
3686
4249
1016
1632
2290
2949
3607
4265
4924
411
411
734
�349
663
3090
5365
7547
7342o
8733o
10127(,
1016
1632
2290
2949
3607
4265
4924
L-6
5'- 10- (70-) PRECAST
1062
05
1173
1631
2090
2549
3009
3470
909
1492
2093
2694
3295
3897
4498
340
_
339
_
607
1451
2622
4360
7168(
6036(,.)
7181111)
8328 (m)
929
1492
2093
2694
3295
3897
4498
L-7
6'- 6" (78-) PRECAST
908
1238
2177
3480
3031
3707
4383
5061
835 (ul
1340
1880
2419
2959
3498
4038
507
721
483
1238
2177
3480
5361
8360
1 1039�M
8825 (141,
835
1340
1880
2419
2959
3498
4038
L-8
7'-6" (W) PRECAST
743
1011
1729
2632
2205
2698
3191
3685
1 727 (g,
1021
1634
2102(,,)
2571(w)
3039 (,IiA
3508 (.1
424
534
357
1011
1729
2661
3898
5681
8467
6472(,
727
1 1166
1634
2102
2571
3039
1 3508
L-9
9'-4" (112") PRECAST
554
699
1160
1525
2564
3486
2818
3302
591
1 680
1133o)l
1471(,
lgll(,,)
2152(m)
2494 05)
326
512
227
-
752
1245
1843
2564
3486
4705(,,)
6390 (q
591
851
1326
1 1705
2084
2463
2842
L-10
10'-6- (126-) PRECAST
475
535
890
1247
2093
2777
2163
2536
530
552
914 m)l
1185o)
1458Iis)
1732 (15)
2DO7 (I
L"
284
401
1 178
643
1052
1533
-_ 2093
2781
3643(.)
4754(.)
530
686
1183
1 1526
1865
2204
2544
L-1 1
1 l'-4'(1 36") PRECAST
362
582
945
1366
1846
2423
3127
4006
474
485
798(,,)
1034(o)
1272(,,)
1510(,,)
1749(l
260
1
452
152
1
582
945
1366
1846
2423
3127
4006
494
599
1028
1422
1738
2053
2369
L-12
1'4") RECAST
12'-0- (144") PRECAST
337
540
873
1254
1 1684
1 2193
2805
3552
470
441
723(,
936 (,4)
1151(,
122
244
402
135
540
873
1254
1684
2193
2805
3552
470
543
928
1349
1649
1948
2247
L-13
13'-4- (160") PRECAST
296
471
755
1075
1428
1838
2316
2883
418
373
606
783
962(,
1141(,
1321
217
324
109
—
471
755
1075
1428
1838
2316
2863
428
455
770
1145
1444
1718
1993
L-14
8") P ST
14'-0- (168") PRECAST
279
424
706
1002
1326
1697
2127
2630
384
346
559(m)
723 (1
887 (1�)
1052(H)
1218
205
293
98
442
706
1002
1326
1697
2127
2630
410
420
709
1050*1434
N,
1694 m
1954
L-15
14'-8- (17C) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
239
323
519 (,$)
671 (,3)
823 �,3)
976 (14)
----
1129
-
N. R.
284
89
458
783
1 1370
1902
2245
1 2517
2712
246
390
655
968
1324 (p
1625(H)
1874(,,)
L-16
15'- 4" (184") PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
NR
224
302
485 p)
626 p
767 (m)
909 (,3)
1052(m)
N. R.
259
82
412
710
1250
—
1733
2058
2320
2513
230
364
1
1224 (�)
1562 (14)
1801 (H)
L-17
17'-4'(208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
187
255
404 (,*1
520 (,12
637 (12)
754 (1
872 o2)
N. R.
194
63
300
548
950
1326
1609
1849
2047
192
303
'.0
500
732
993 (.)
'.)
12681,)
1470 (1
L-18
19'-4- (232') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
162
222
347 Igii)
446 111
546 111)
646 (n)
746 (12)
N.R_
148
51
235
420
750
1037
1282
1515
1716
166
261
424
616
831 (a)
1057(14X
1225(14)
L-19
2l'-4- (256') PRESTRESSED
N. R.
1
NR
NR
NR
NR
NR
NR
NR
142
198
306 (11)
393
480 (111
567
654 (u)
N.R.
125
42
L 180
1 340
598
114
114
1359
1468
142
1 30
369
531
713 (7)
0,
903
P49
1046(,,)
L-20
22'-0" (264') PRESTRESSED
N.R.
NR
NR
NR
NR
137
192
295
378
461
545(,,)
629 (H
N. R.
116
39
FNR5
�N-,R,
�N,-R�
784
1047
1 1285
1 1399
221
354
508
681
1
997
L-21
24'-0- (288') PRESTRESSED
N.R.
NR
I NI
NI
NR
NR
I NR
I NR
�i37i
F75
267
341
416
1
566
N. R.
91
33
129
1 250
450
884
1 1092
1 1222
6
450
600 M
756 p)
875 (q
8 INCH RECESS LINTEL
MARK
44^_
GRAVITY LOADS - POUNDS PER LINEAR FOOT
UPLIFT LOADS - POUNDS PER LINEAR FOOT
LATERAL LOADS
PLF
8 INCH
L--------___T_YPE
ENGTH
8RU6
8RF5-0B
8RF10-08
8RF14-OB
BRF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-lT
BRF10-IT
8RFI 4-1T
8RFIB-IT18RF22-ITIORF26-IT
8RF30-lT
8RU6
8RF6
REINF.
cmu*
BRF6-18
BRF10-1
8RF14-lB8RFIB-IB8RF22-188RF26-IB8RF30-lB
8RF6-2T
BRF10-2T8RF14-2T8RFIB-2T8RF22-2T8RF26-2T8RF30-2T
L-22
4'-4" (52') PRECAST
1635
1749
3355
3280
4349
5421
6493
7567
905
1748
2635
3522
4409
5296
6183
758
757
1365
1891
3699
5206
6639
8060
9479
10893
905
1748
2635
3522
4409
5296
6183
L-23
4'-6" (54') PRECAST
1494
1596
3063
2992
3968
4946
5924
6904
1 867
1675
2525
3374
4224
5074
5924
694
9
693
1249
1756
3599
5206
6639
8060
9479
10893
867
1675
2525
3374
__
4224
5074
,
_59�2N
L-24
5'-8" (68') PRECAST
866
920
1770
1716
2277
2839
3402
3966
675
1301
1960
2618
3277
3935
4594
4018
0 8
407
734
1167
2481
4567
6389
8060(�)
7917(is
9311 il,)
675
1301
1960__
2618
3277
3935
4594
L-25
5'- 10- (70") PRECAST
810
859
1 1653
1600
2124
j 2649
3174
3700
655
1 1262
1900
1 2538
3176
1 3815
1 4453
382
381
687
1113
2342
4242
6639(,o)
8060(a)
7402-(io)
8706(1,)
655
1262
1900
2538
3176
3815
1 4453
L-26
6'-8" (80') PRECAST
797
901
1825
3120
5048
7747
9448
7360
570
1012
1651
2204
2758
3312
3865
595
788
510
901
1825
3120
5W
7915
9479
1089
570
1097
1651
2204
2758
3312
3865
L-27
7'-6" (90') PRECAST
669
755
1490
2459
3776
5743
723
5623
506
797
1462
1952 (1
2442 (o
2931 %
3257
6 74
393
755
1490
2459
3776
5143
is)
10893(.)
506
967
1462
1952
2442
2931
3421
L-28
9'-B" (116-) PRECAST
411
466
999
1568
2213
3129
21'
3146(47)
395
491
931 (,2)
1301(m)
1640(15)
1980(,53
2322(,d
. . .
.
490
227
I
526
999
1568
2253
. 3129
4150
5891
395
589
1135
, 1514
1893
2272
2652 1
r- 25 MIN LAP
— #3 OR #4 REINFORCING BAR
#3 & #4 LAP SPLICE
30' MIN �P ---------
#5 REINFORCING BAR
#5 LAP SPLICE
42 MIN LAP
W. REINFORCING BAR
#6 LAP SPLICE
54 MIN LAP
#7 REINFORCING BAR
#7 LAP SPLICE
10 HOOK
#5 REINFORCING BAR
A.C.I. STD. 90< 13END
RE13AR LAP& 13ENPING PETAIL5
SCALE: *34" = V-0"
3TMIN
SPLICE
30" MIN
LAP
3TMIN CMI ILL
LAP
E
_ff
CORNER CONTINUITY WALL REINFORCEMENT
SCALE: 14'� = i .-o"
4" MAX
OPENING
2X4 MIN PT BUCKS ATTACHED TO MASONRY W/
*'0 x 2 J'MIN EMBED TAPCON MASONRY
SCREWS AT 8" O.0 MAX AND AT 4" FROM
CORNERS. SET BUCKS IN CONT. SEALANT BED
WINPOW ATTACHMENT TO MASONRY
SCALE: NONE
TIE BEAM
RAME TO BUCKS WITH MIN, #8X2
�R AS REQUIRED BY THE
.EQUIRED WIND PRESSURES.
W/
*'0 x 2j'MlN EMBED TAPCON MASONRY
SCREWS AT 8" OG MAX AND AT 4" FROM
CORNERS SET BUCKS IN CONT. SEALANT BED.
POOR ATTACHMENT TO MASONRY
SCALE: NONE
WOOD TRUSSES
SIMPSON H-10 U IDA,; ALSO UTILIZE-J
OTHER CONNECTORS PER CHART AND
UPLIFT LISTED ON THE TRUSS PLATE.
WOOD FRAME WALL SEE
PLAN FOR SIZE
TYPICAL WOOP ROOF TRUSS TO
SUPPORTING WOOP FRAME WALL
SCALE: NONE
OPT 1 0 NAL L A P L OC A TION (1) 5 IN G R 0 U T ED
ABOVE ENCORE SLAB KNOCK -OUT BLOCK
MASONRY WALL
STEEL 9 OPENINGS
STD, 90' HOOK (TYP.)
9
�E
S.D.
3 D.
0
jo
DTV
!D] Ew
�e D.
0 0
D.
EXISTING ELECTRICAL TO
REMAIN OR BE REMOVED
AS NEEDED BY ELECTRICAL
CONTRACTOR TYP.
Wij
Is
EXISTING ELECTRICAL TO
REMAIN OR BE REMOVED
AS NEEDED BY ELECTRICAL
CONTRACTOR TYP.
0
00
00
— — — — — — — 22
[r:D
EXISTING ELECTRICAL TO
REMAIN OR BE REMOVED
AS NEEDED BY ELECTRICAL
CONTRACTOR TYP.
ELECTRICAL PLAN
00
00
I
SCALE: 1/4" = V-0"
ELECTRICAL LEGENP
-d� ov.
220 V. OUTLET
�&
110 V_ OUTLET
GFI
=0=
GROUND FAULT INTERCEPT OUTLET
Wp
ki
WEATHER PROOF 11 OV. OUTLET
GARAGE DOOR OPENER
$
SINGLE POLE SWITCH
2 WAY SWITCH
LIGHT FIXTURE
RECESSED LIGHT FIXTURE
1�1�vp
VAPOR PROOF RECESSED LIGHT FIXTURE
EYEBALL LIGHT FIXTURE
—6—
WALL MOUNTED LIGHT FIXTURE
—6 MID
MOTION ACTIVATED LIGHT FIXTURE
12
FLOOD LIGHT FIXTURE
6��
WALL SCONCE FIXTURE
CORNER WALL SCONCE FIXTURE
WALL MOUNTED STRIP FIXTURE
COVE LIGHTING
XH.
COMBINATION LIGHT &
IGHT
EXHAUST FAN
FLUORESCENT LIGHT FIXTURE
HANGING LIGHT FIXTURE
CEILING FAN W/ LIGHTS
C SERVICE PANEL
ELECTRIC METER
SMOKE DETECTOR
PH
PHONE CONNECTION
�z C5
CAT 5 CONNECTION (COMPUTER)
N
TELEVISION CONNECTION
[E�B
DOOR BELL
Ep
A/C DISCONNECT
NOTE: SID. SMOKE DETECTOR
IS A COMBINATION CARBON
MONOXIDE DETECTOR IN
CONFORMANCE W/ R315
ENGINEER
ALLEN GEZELMAN
16502 HANNA RD.
LUTZ, FLORIDA 33549
PH. (727) 845-8133
PE 59180
pascobprint@microd-com
�01% 1111111111"
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0
0,
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rn:
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