152 3 RD ST - ADDITION DRAWINGS TYPICAL HEADER NAILING
DESIGN SPECIFICATIONS USP CONNECTORS
O.131X3* TOE NAILS TYPICAL DOUBLE TOP
r
2X6, 2x8 = (5) NAILS PLATE SPLICE
DESIGN CODE-. COMPONENTS & CLADDING �kl?AGE DOOR PRESSU ES UPLIFT TYPICAL STUD NAILIN9,
200, 2x12 = (7) NAILS TYPICAL TOP PLATE NAILINGe
2010 FLORIDA BUILDING CODE RESIDENTIAL ULTIMATE DESIGN PRESSURES (P CONNECTOR FASIENERS FL# CODE O.131x3" END NAILS: 9- LVL, 11- LVIL = (7) NAILS 4'-0" MIN. SPLICE LENGTH
LEVEL 2 ALTERATION (SEE 12/SO.2 FOR WORKSHEET) 1 CAR S�? SPF (16) 0.131x3" NAILS FASTEN ALL TOP PLATES
TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22.9 (2) 0 2x4, 14" LVL, 16- LVIL (9) NAILS FENLY SPACED TOGETHER w/ (3) ROWS
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, AREA (sf) USP A35 450 450 (9)1 Odxl'/2 (3) 0 24,
ZONE (PSF) 4'-6" DOOR OF .131 x3 0
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPUANCE. -25.0 (4) 0 2x8. 12* O.C. STAGGARD.J
SYP#2
(8'x7') USP RT7 585 495 (5)8d EA. END
10 +25.6 -27.7 +25.6 -34.2 SYP#2 DBL. HEADER,
DESIGN LOADS: ACTUAL AND UNIFORM USP RTBA 775 650 (5)1Odx1'/,,�" EA. END 4*-0* IN.
2 CAR TYPICAL WALL FRA AING NOTES: ROOF SHEATHING, FULL HEIGHT ANCHOR 6-MAX. TOP PLATE PER PLAN
ROOF FLOOR 21.8
50 +22.9 -25.0 +22.9 -28.8 GARAGE + USP MTW12 1195 860 (7)10dx11/1- EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS
EITHER SIDE OF PLATE :F
ROO LOADING (cd=1.25) (cd=1.00) DOOR -23.9 USP HTW20 1450 1245 (12)1Odx1'6" EA. END ALL WALL STUDS.. HEIGHT CHANGE
TOP CHORD LIVE LOAD 20 psf 40 psf 100 (1 6'x7') Lou P o n t i S o a n d
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 1 +21.8 -23.9 1 +21.8 -26.6 . 1 1 USP MSTA24 1640 1455 (9)10d EA END 2. USE SYP#2 FOR ALL TOP SEE 3/S2.0 2x-BLOCKING ONLY RAISED
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL_\ HEADER ARCHED TRANSOM OPTIONe A s s o c i a t e s, Inc.
ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END 2x SPF DIAGONAL BLOCKING
BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION 1105 1105 J------ SIMPSON H2.5T OR
BOTTOM CHORD DEAD LOAD 5 psf 5 psf USP LTS20B 1/2"o RODJO FTG. 3. USE SYP#2 FOR ALL TOP J- DROPPED FASTENED wl 3-0.131%3" 420 Osceola Avenue
SHALL BE PERMITTED USP JUS28 1305 1305 (6)10d TO HEADER HEADERS Ism LSTA12 STRAP FOLDED U HEADER EA. END TYPICAL. Jax. Beach, Florida 32250
DEFLECTION CRITERIA: OVER TOP PLATE ,-'SHEATHING MAY EXTEND 2'
0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,"0 ROD TO FTG. I oo, PAST BLOCKING- WINDOW Ph.242-0908 Fax.241-9557
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 4. ALL WALLS SHALL BE L
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. ARCHED ATTACHMENTS MUST
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 USP HTT22 5370 5370 "0 ROD TO FTG. BALLOON FRAMED FULL TRANSOM L SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. FL:CA# 8344 SC:CA#3579
0 LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/8-0 ROD�w/ (1 2)16d HEIGHT TO ROOF OR FLOOR FASTEN LOWER STUD FULL HEIGHT PER PLANS
WIND LOADING: BEARING ELEVATION. U.O.N. ON PERM NENT TRUSS SYP#2 DBL. OPTION ANCHOR, SEE CONTACT US WITH YOUR COMMENTS
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A USP PAU66 2535 5/."0 ROD� w/ (12)16d PLAN. TO TALLER STUD w/ SEE RIGHT PLAN FOR SIZE-\' JACK AND COMMENTS @ LP-A.COM
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 0 PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER TOP PLATE 2-ROWS OF 10d COMS-"--,,,,_,., NO LOCAT ON KING STUDS,
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS 0 DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE USP MSTAM24 1 1545 1 1455 1 (5)/4%2-�/. TAPCONS 5.) FASTEN BOTTOM PLATE F 0 12" O.C. WINDOW SILL SEE SEE PLAN 0"lls "Imsevywir"
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY. ATTIC FLOOR INTERIOR LOAD BEARING SCHEDULE 3/S2.0 NO
RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET BLOCKING AT ALL FOR SILL SIZE AND WINDOW SILL SEE 10 000 O's N P 0
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED _.'40TO1;6 WALLS TO CONCRETE SLAB SHEATHING JOINTS* TYPICAL SOLE CONNECTION EACH SCHEDULE 3/S2.0 \45
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNE( SOLE
BY 0.75 WHEN COMBINED w/ DEAD LOAD. w/16d MASONRY CUT NAILS 0 2x4 FLAT WISE. FASTEN PLATE RAURQ END FOR SILL SIZE AND PLATE ANCHOR* �PENS'
16" O.C. MINIMUM. SEE EPDXY ANCHOR (MIN e* Ise
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH _0 k a I, UPLIFT EACH END NTH 2-10d 0.1310" TOE NAILS: CONNECTION EACH V
(3) 0 2x4, 'I
- FOUNDATION PLAN ADDITIONAL TOENAILS. ONLY REQUIRED-\ END 3j" EMBED.)
IMPORTANCE FACTOR ---------------- 1.00 a CONNECTOR FASIENERS FL# CODE ANCHORS AT SHEARWALLS THREADED ROD No.53, 1 m
I a SYP SPF AT SHEATHING JOINTS FOR (4) 0 2x6, 117
---------------- 20.0 FT EXTERIOR WALLS AND ANCHOR DRILLED &
MEAN ROOF HEIGHT (5) 0 2x8. kn
A35 450 450 12-8dx11/2" 10446.4 SHEARWALLS 10 oo EPDXY w/200 X in S
ROOF PITCH -------------------- 7/12 PLATE WASHER,
BUILDING CATEGORY ---------------- 11 DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END 11478.3 INTERIOR BEAR NG WALL* PT. SPF#2 SEE SCHEDULE BELOW STATE I
--------------- C SEE C & C CHART H8 620 530 5-10dx11/2" EA. END 11470.3 SEE PLAN FOR STUD SIZE A, C
*.4
EXPOSURE CATEGORY I
ABOVE FOR 'a' DIMENSION AND O.C. SPACING. FLOOR SHEATHING, SOLE PLATE A 00
ENCLOSURE CLASSIFICATION ------------ENCLOSED MTS12 1000 860 7-10&11/2" EA. END 10456.3
SEE SPECIFICATIONS
Al.
INTERNAL PRESSURE COEFFICIENT ---------- .18 HTS20 1450 1245 24-10dxl'/2' EA. END 13872.3 1
CONTINUOUS BLOCKING
FOUNDATION, SEE PLAN
MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR� SYSTEM 16d COMMONS
a
205- 13-1 Od E 13872.8 WHERE POST IS ABOVE. 8" 1/2 �S"�4S DATE
MATERIAL SPECIFICATIONS 0141 01 0 16" O.C. r
MSTA36 so 11370 A. END r\ I
MAX. MIN.
-I zV) WALL FRAMING AT WALL FRAMING AT WALL FRAMING AT
W FROM SOLE
18-16d TO TRLISS/BEAM ir I- 'PLATE CHANGE CONDITION RAISED HEADER CONCIflON DROPPED HEADER CONDITION
HTT4 3480 3080 11496.2 < PLATE BREAK
HARDWARE AND ANCHORS: 1-%*0 ROD SYP#2 DBL. i <_j
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN] TO FTG. 1 150 hA()L
TOP PLATE m
ASTM A 307 OR ASTM F 1554 GRADE 36. 32-16d TO TRUSS/BEAM (n 0
---- -- z ANCHOR SCHEDULE
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE H175 5250 4670 11496.2 SOLE PLATE
_j 0
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-,5/,"0 ROD TO FTG. _j>_ TYPICAL WALL FRAMING THREADED EXT. WALL SHEARWALLS WASHER EM13EDMENT EDGE
BUILDER MAY CHOOSE EITHER THE DROPPED 2
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO MEANS AND METHODS: 6-10d TO H:-'ADER m HEADER COND11ION OR RAISED HEADER CONDITION ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE
.0
EXTERIOR SHALL BE GALVANIZED. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE LUS28 930 780 4-10d TO JOIST 10655.113 z 3/8 40" 16* 2x2x'/s" 31/2 1 3/4"
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR
FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER
_j 1/2 48" 24" 2x2x1/5" 31/2 1 3/4-
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY L---- - --j 04 IN... III`
HU41 0 905 785 10531.36 > 24* N/A N/A N/A
LARGER THAN REBAR SIX AND I/s" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST 0 MASA 48"
THEM TO CONSTRUCT THE WORK IN ACCORDANCE NTH THE CONTRACT SEE 1/SO.1 0000
(U.O.N.) ABU44 2200 5/."0 ROD w/ 12-16d 10849.6 SEE 3/$2.0
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU66 2300 5/11"0 ROD w/ 12-16d 10849.6 INTERIOR BEARING VANDOW SILL SCHEDULE SYP#2 (2)12d TOE FED ALTERATM
(DUAL CARTRIDGE INSTALLATION ONLY): HEADER NAILS E.E. CONTRACTOR SHALL CONTACT LOU
EPDXY-. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: SET N/A N/A SIMPSON EP0XY-T`IE 11506.4 W&L.--SEE SCHEDULE ROUGH DROPPED HEAD MINIMUM END PER PLA� OPENING (MIN) PONTIGO&ASSOCIATES PRIOR TO
RIEJNFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE BLOCKIN AT ALL FOR STUD SIZE OPENING OR SILL PLATES FASTENER EACH END MAKING ANY STfZUCTURAL FIELD
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STU D/BEAM/POST SHEATHINg� JOINTS* AND O.C. SPACING. WALL 4 4'-4* (1)2x4 SPF #2 (4)12d TOE NAILS MODIFICATIONS WHICH MAY VARY
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 SHEATHING FROM THE INTENT OF THE ORIGINAL
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. 2x4 FLAT' WISE. END RA CONSTRUCTION DOCUMENTS.ANY
R
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED W/2"O ROD TO FTG. FASTEN �ACH END .,4 V-4 (2)2x4 SPF #2 (5)12d TOE NAILS FASTENER BOUNDARY OF TED SHEATHING, FIELD ALTERNATIONS MADE PRIOR TO
PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS SEEGENERALNOTES. BEING APPROVED BY LOU PONT60
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELAS11C SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY WITH 2-11�Od TOENAILS. WALL SHEATHING TO SHEATHING
ONLY REQUIRED AT Q. ASSOCIATES MAY RESULT IN
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 .1705 . 1705 13-8d 10852.1 BLOCKING AT ALL SOLE PLATE (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ADDITIONAL ENGINEERING OR
SHEATHING JOINTS SHEATHING JOINTSD RAISE 1/4" FROM EXAMPLE OF PANEL I N
FOR EXTERIOR WALLS 2x4 FLAT WISE. FASTEN BOTTOM OF SOLE SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN EDGE w/ BLOCKING
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS AND SHI'---ARWALLS WINDOWS IN TWO STORY CLEAR HEIGHT WALLS.
WALL EACH END NTH 2-10d PLAN AND FASTEN HEAD OR SILL WFHERE REQUIRED BY
CC" � GENERAL NOTES.
SHEATHING TOENAILS. ONLY REQUIRED w/8d 0 3" O.C. - PLATES Er
FLOOR SHEATHING SPECIFICATIONS AT SHEATHING JOINTS FOR KING & JACK SCHEDULE
EXTERIOR WALLS AND
23/32- T&G OSB OR PLYWOOD SHEATHING. GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD SHEARWALLS STUDS SEE PLAN ROUGH OPNG, SEE ARCH. NAIL SPACING A
T
ROOF SHEATHING SPECIFICATION& SUPPORTED EDG&
SWNg -0" OF ROOF EDGE). SEE D&, AILS SEE DETAILS (6)12d TOE NAILS GENERAL NOTES
.LL- MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6* O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4* O.C. WTH14 4' /-ON Si.0 ON S1.O TOP & BOT.
2x- SPF
I[LL - MIN. 15/32- 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4* O.C. WITHIN 4'-0" OF ROO- EDGE). T_ A4 T&B wl
17- KING & 12d 0 8" 0.C. EXAMPLE OF UNSUPPORTED
UNBLOCKED PANEL EDGE--,.
_j6TIONS* 1 (TYP)
WA SHEATHING SPECIFIr JACKS
7/16-, 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d 0 6" O.C. EDG-E AND 6" O.C. FIELD. SHEATHING MAY BE I POR PLAN LL SHEATHING (TYPICAL)
FLEXIBLE FlWaE-MIN. W
W T. AT
ORIENTED VERTICALLY OR HORIZONTALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. I (n M
I SIMPSON LTP4 ON GIR VERT NAILING TO INTERMEDIATE
STUCCO FINISH-MIN. 7/j6% 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8d 0 6" O.C. ED-GE AND 6" O.C. FIELD. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. L--------J L---------J L--------J INSIDE FACE, IF NO IbM T. SUPPORT IS 6" O.C. MAX.
ROOF
JACK STUD 2x SPF RIP�ED (LION) TRUSSES, OR 0
MA RY SPECIFICAnONS,-. BOX BEAM BETWEEN WINDOWS TO FIT ARCH. FLOOR JOISTS.
MASONRY HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACIWO.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DkY COMPRESSIVE STRENGTH OF MULTI-STORY DEPTH R 'D.
SINGLE S IN TWO STORY FRAMING U
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11- SLUaP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. SECTION A�A
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING.
WINDOW HEAD AND SILL FRAMING t-_4�SHEATHING NAILING DETAIL
TYP. WALL SECTIONS
CONCRETE MASONRY UNITS (CMUL
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1. GRADE N-1, NORMAL WEIGHT, V.-P-TA MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL VSO.O/ SCALE: 3/4" 1'-0
REINFORCEMENT IN 5'-Os* MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASO*Y %)rr<N THE WALL HEIGHT EXCEEDS V-0". 1\�O
MA RY STEM' ALL CONCRETE MASONRY'UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N- CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS STACK BOND SHALL NOT BE 11/2 1'/2
USEEX�WWTMtAtt_ �4Mt-S_CONTA*0W---V- 8tWAE PSI PEA ROCK CON . SPLICES IN REINFORCING, WERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHAI L BE REINFORCED FULL HEIGHT MULTI-PLY HIP RAFTERS 11 U
WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL-END",74"ki) 'WALL INTERSECT VIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR SPLICE TOGETHER w/3-ROWS (3) ROW OF 10d
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE C ROVIDE HORIZONTAL JOINT REINFORCEMENT-,AT 16* O.C. VERTICALLY, (EVERY OTHER COURSE), AND VER11CAL REINF. SHALL BE INCREASED AS NOTED ON 16d COMMONS 0 8" O.C. 2 PLY NAILS Or 8" O.C.
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE M OF 6". 0 STAGGERED FULL HEIGHT
STAGGARD FROM BOTH BEAM. a -, -
IDES. TYP) �!z ANCHOR 2x4 BLOCKING
CLAY MASONRY (BRICKL THREE SIMPSON A35 3 PLY BEAM. C14 024" O.C. FASTEN
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FRAMING CLIPS EA. 00 ""�2x4 MEMBERS: EACH END w/3-10d
SIDE (4� TOTAL) (1) ROW OF 1 Od 0 0 TOENAILS
CONCRETE SPECIFICATIONS: 1 (4) ROWS 12d NAILS 0 4" O.C. -
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS o I 1j, O.C.
AT 12"
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. 2x6 MEMBERS
EA. SIDE.
(2) ROW OF 1 Od
GENERAL NOTESs (3) ROWS 12d NAILS 0 4- O.C. STUD BELOW 4-10d
AT 12* O.C. LOWER TOP
STAGGERED
F0071NG AND FOUNCIATI EA. SIDE. PLATE AT BREAK OVER LAP DOUBLE COMMONS
F001INGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGA11ON REPORT IS RECOMMENDED TO VERIFY SUITABLE OVERI-ItAp DETAIL 2 3 PLY BEAMS TOP PLATES WALL INTERSECTION
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) S ILS. SOIL COMPACTION AND FILL 2x4 OR 2x6 POST 2x8 POST ORTHOGONAL VIEW CONDITIONS
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE NTH ASTM D 1557. THREE SIMPSON A35 OFCORNER
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FRAMING CLIPS EA. MULTI-PLY Ln
FOUNDATION PLAN SHOWN ON SII.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIDE (9 HIPS, SEE PLAN (3)ROWS OF 5- (3)ROWS OF 04-
TRUSSLOK TRUSSLOK
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) ENGINEERED WOOD ENGINEERED WOOD
UN.LESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 D48- O.C. OR ROD CHAIRS. FASTENERS 0 24"o.c FASTENERS 0 24"o.c
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 AS SHOWN AS SHOWN
BAR DIAMETERS CORNER WALL INTERSECTION
CONDITIONS CONDITIONS
CONCRETE SLABS ON GRADEw RIDGE, SEE P A 3-PLY 4-PLY NOTES:
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER NTH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENTFOR PREVENTION OF SUBTERRANEAN
TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1* SAWCUT INTO SLAB IN A 16'06' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. 16n LVL AND GREATER 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
,U)E MEW OF CONN 2. DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VERTICAL
WOOD FRAMING SPECIFICATION& NOTES: 3. DENOTES FULL HEIGHT ANCHOR, SEE PLAN
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE NTH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT NTH MASONRY. CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
SOIL SHALL BE PRESSU RE-TREATED. IF, ACID OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. 5. CONTRACTOR MAY CHOOSE EITHER OPTION WERE MULTIPLE
STAINLESS STEEL. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY OPTIONS ARE SHOWN
PRE-ENGINEERED WOOD TRUSSES: IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE MERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTAILED ATALL TRUSSES AS
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY-OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACI 4G PER 'COMMENTARY` AND
-%%\ HIPS AND RIDGE CONNECTION BUILT-UP MEMBER FASTENING r7
RECOMMENDAT10N FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91.* AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. MEN USING (2) STRAPS ON r_5 r6 INTERSECTIONS STUDS CONFIGURATIONS
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL TOP PLATE FROM EA. OTHER.
11�-O
ROOF COVERING SPECIFICATIONSe FULL HT ANCHOR TERMINATES DESIGN
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AT UPPERMOST TOP PLATE WHERE ANCHOR IS
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM El.r-14 AND BE INSTALLED W/ NUT AND WASHER. SPECIFIED ON PLAN
ADJ. TO GIRDER/BEAM CRITEIRIA
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLA11ON OF ALL METAL FLASHING AND VALLEY MATERIALS. WASHER
CONVENTIONALLY STRAP CONVENTIONALLY STRAP LOCATE ANCHOR WITHIN FULL HEIGHT
'H NOTED ON PLI 6- OF POST. @
WHERE NOTED ON ILAN W ERE
k-A-
J/ PLAN
WATERPROOFING* TION OF ALL WATER PROOFING. ANCHORING SPECIFICAILQha AND
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLA 1XI
ANCHORING SYSTEM: THE THREADED ROD ANCHORING
717 717 1 UPLIFT
CONNECTOR SYSTEM SHALL CONSIST OF %"0 A307 THREADED GENERAL
DOUBLE TOP SEE PLAN RODS, ORIENTED VER11CALLY AND ATTACHED TO THE
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS NL POST, PER PLATE SOLE DOUBLE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE
I PLAN PLATE FULL HT. TOP PLATE. ANCHOR* TOP PLATE. PROVIDE A 2*x 2*x W STEEL WASHER. NOTES
CONNECTION I ANCHOR
MEMBERS FASTENER INTERIOR LOAD BEARING WALL FASTEN WITH A NUT AND ALLOW AT LEAST 3
TYPE LINTEL DIMENSION MIN. BRG. MAKSPAN BUILT-UP POST IN THE WALL FULL HEIGHT THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) DO NOT SCALE DIMENSIONS FROM
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. -THREADED ROD
ro GABLE X-BRACE, SEE DETAIL 11/S2.0 SOLID BLOCKING SEEPLAN WALL STUD ROD INSTALLATION: AT ALL PLATE PENETRATIONS, THESE DRAWINGS.IF A DIMENSION IS
L31/2 x 31/2 x 1/4 4" >-on OR POST. PROVIDE A HOLE IN THE PLATE 9" LARGER THAN THE UNCLEAR REFER TO THE
TOP PLATE, LAPS/INTERSE ACE NAIL (2-16d) 3-GUN NAILS WITHIN FLOOR 0 1 1:
CTION F L4x 31/2"x 1/4 6" 8*-0" H6-1/2 HEADER SIZE, JACK AND KING STUD ARCHITECTURAL DRAWINGS OR
DIAMETER OF THE THREADED ROD USED. VMILE
DESIGNATES SHEARWALL. THE QUANTITY. (TYP) SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS L5x3/2"X/4 6" 10'-0" HIDDEN LINE DESIGNATES SIDE OF
---------- -4 -1 STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES
WALL THE SHEARWALL SHEATHING
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6- SW ELEVATION WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE
L6 x 31/2"X 1/4 6" 12'-0" TO BE PPLIED. 8d 0 3/6 1 1 1 IFLOOR AS OR JOIST (OPTIONAL, LOCATE PLAN NAME
NAILING: DESIGNATES 8d COMMONS 0 3" 4- AS NEEDED) g ROD SHALL BE INSTALLED APPROXIMATELY CENTERED
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS L 7 x 31/2"X/4 6" 16'-0" 8dO3*/6* I O.C. EDGE & 6* O.C. "IN THE -4- --P)n76 IN HOLE. RODS MAY BE SLANTED FROM TRUE GARAGE PLAN
I I I (TYP) FULL HT. VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36" FIELD" I ANCHOR AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. DESIGN/DRAWN/CHECKED
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS A I ALL K CS / JMD/LAP
LINTEL MUST HAVE CORROSION BRICK HEADER, AT SILL AT TOP PLATE SE0J1RW O%4ER THE WASHER TO A SNUO-TWT
RESISTANT COATING OF EPDXY BASED VENEER ADJ ADJACENT LG Lot 9 1 ICA FLOOR CONOI17110N PLUS ONE-HALF TURN OF A STANDA110
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. BM BEAM MANUF Manufacture I POST TO FRAMING MOM (AM11IONMATELY 30 FT.--LO& OF 70110A3. DATE
WEATHER BOT BOTTOM MONO Monolithic
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS I MATCH FULL-HEIGHT ANCHOR INSTALLATION CHART DM TO SHIMME AM OF MiLMO 05.22.15
1 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER BRG BEARING OC On Center POST ABOVE CONTRACTORS SHALL RE-TW7EN NUT 70 30
TOE NAIL (3-10d) 4-GUN NAILS CMU CONCRETE MASONRY UNIT OSE3 Oriented Strand Board I FULL HEIGHT FT.-= OF TOR" AFTER ALL TRAM ARE CONTROL NO.
JACK RAFTER TO HIP BE LATERALLY SUPPORTED NOT TO DBL DOUBLE PERP - �erpendicular 11 THREADED ROD- ---- FOUNDATION, THREADED @ (9) T) COMPLETE AND PAII TO NSULAYM.
TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-/4x3* WD. DIA DIAMETER PRE ENG - Pre Engineered SEE PLAN PER PLAN. ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE 1200
ROOF RAFTER TO 2x- RIDGE BM. LINTEL HOLE HOLE SPEC. DEPTH DISTANCE EPDXY ANCHORING: ALL THREADED RODS SHALL BE
FACE NAIL 16CIO 16" O.C. 0 EDGE SCREWS INTO HEADER PROVIDE A ATTACHMENT EA - EACH PSF P)unds per Square Foot 3/8 V2 ft 0 1/,"o 2x2x'/e" 4" 4" 2" 3" DRILLED & EPDXY ANCHORED. SEE INSTALLATION TRUSS ID.
CONT. HEADER, TWO PIECES VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Pounds per Square Inch CHART FOR EMBEDMENT AND EDGE DISTANCE
SEE NOTE 2 N/A
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS -1 INSTALL 1-STORY 1/2 9/15 0 3x3x'/4* 6" 15" :2)�" 3* REQUIREMENTS
3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT Ou ck Tie 6"MAX. FROM
EOR ENGINEER OF RECORD PT PREESSURETREATED
-THREADED RODS SEE TABLE AT RIGHT EMBEDMENT .0 3 3x3x1/4" 7.5" 10" 3" LPA NO.
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT EXTERIOR REINF - Reinforce KING STUD WHERE 2-STORY RODS FOR EPDXY ENBEDMENT DEPTH 5/8 31. /4"0
SOLE PLATE TO JOIST/BLOCKING FACE NAIL (11 6d 0 16") GUN NAIL 0 8* 11ES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC FLORIDA BUILDING CODE SF - Square Foot CANNOT BE INSTALLED AND EDGE DISTANCE. MONO I STEM MONO STEM HANN-14-00418
WIND-ZONE VERT. TIES 0 16- O.C.). SEE PLAN BRICK LINTEL. FDN FOUNDATION SPF -Spruce Pine Fur SOLE PLATE ANCHORS FULL HEIGHT ANCHOR SHEET
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FT FOOT SYP - S:)uthern Yellow Pine ULL HEIGHT ANCHOR PLACEMENT DIAGRAK PER SCHEDULE WALL SECTION THREADED ROD INSTALLATION CHART
3"xO.131"0 = GUN NAILS 2%0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDE;1&"O WEEP FTG FOOTING THRU - Through F
2%0.1113"0 = 6d 2/,"xO.1,31"O = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR HEADER TYP - T pical r8 ULL HEIGkT WOOD FRAME WALL ANCHORING SYSTEM
HORIZ - HORIZONTAL UON - L nless Otherwise Noted S000
3"xO.148"O = 10d 3/2"4.162"0 = 16d FLASHING. OF BRICK LINTEL LBS POUNDS VERT /ertical
40
K�AR
C EADER
OP S
T
A
D1 LL-1 tc tc
111/2%0.1148"0 10dxl'/2" 11/2"xO.131"0 8dx11/2" WWF 01elded Wire Fabric SHEET 1 OF 9
2x6 SYP#2 BLOCKING BETWEE N
EA. TRUSS. FASTEN TO TOP
FULL DEPTH CONT,
WOOD I BEAM BLOCKING PANEL 2x6 SYP#2 NAILER
BETWEEN OUTER WALL & FIRST
WALL SHEATHING "VIA"
RIM BOARD (TYP) FASTENED TO TOP- PLATE w/ 10d 0 4" O.C. )k
p,
INTERIOR JOIST AT 48* OC.. FASTEN TO JOIST ay
PLATE w/ 10d 0 3' O.0
w/ 4-1 Od COMM. 8d COMMON WIRE NAILS
41"
2x4 BLOCKING BETWEEN EA. TRUSS.
FLOOR TO BLOCKING 0 3" O.C. ATTACH AT EACH WALL STUD w/ 3-16
FLOOR IF TRUSS REACTION EXCEEDS
SHEATHING. NAILS AT EA. FRAMING INTERSECTION.
JOIST.
2300lbs PROVIDE CRIPPLE STUDS--\
DIRECTLY BENEATH TRUSS (MIN. OF 6-16d BETWEEN EACH TRUSS)
DBL. TOP MA NOTCH HEADER
FULL DEPTH
[-_-j.c I Vm L_ J PLATE BELOW TOP PLATE
2x4 VERT. FIT FLUSH CONT. RIM 1 11 1 _& B
BOARD (TYP' PORCH SHEATHING, Lou Pontigo a n d
w/TOP & BOT CHORD SEE SPECIFICATIONS HEADER PORCH Ass oci ates, Inc.
OF *WOOD I JOIST". FLOOR ERII 01
BELOW
CEILING LINE J 8-GUN NAILS- -HEADER,
FASTEN TO EA. WEB W/ JOIST. WALL FULL HIEGHT SEE PLAN. Lz PERPENDICULAR TRUSS
4-0.113x2m GUN NAILS WALL FRAMING---,/ I ANCHORING HEADER & SUPPORT_�
FRAMING SYSTEM PORCH PARALLEL PORCH POST, PER PLAN. (2)MSTA24 FULL HEIGHT-- 0 DETAIL Q 420 Osceola Avenue
TO WALL ANCHOR OR HOLD o I I Jax. Beach,Florida 32250
WOOD "in JOIST WOOD "I" JOIST PERPENDICULAR STRAPS DOWN AT BASE OF MIN. �2)2x4 WOOD D Ph.242-0908 Fax.241-9557
PARALLEL PERPENDICULAR TO WALL I+L POST BELOW. & (1) ADJ. Gy_\ Qj FL:CA# 8344 SC:CA#3579
OPTION A TO P RCH HEADER. WALL
0 SHEATHING-\ CONTACT US WITH YOUR COMMENTS
2x4 SYP#2 HORIZ. BRACING 0 24" 16 GUAGE POST BASE: Qj \, COMMENTS@ LP-A
24" O.C. BETWEEN OUTER WALL- STRAP w111- POST 24" 16 GUAGE 4x4 POST.ABU 44 STUD WALL FRAMING 1w. Com
FLOOR SHEATHING, 1 Odxl,�" EA. END BELOW STRAP w/1 1- 6x6 POST.ABU66 ROUGH OPENING, SEE ROUGH OPENING, SEE w/ 2x SOLID BLOCKIN(
& FIRST INTERIOR TRUSS. NAIL - F 10dxlr EA. END Ls rAl 2 FOLDED TRUSS UPLIFT TABLE AT LEFT AT LEFT AT SHEATHING EDGE JR11111111111ft'
SEE SPECIFICATIONS DOUBLE TOP PLATE TRUSS UPLIFT TABLE 8d COMMON WIRE NAILS /1 1 7/�_
EACH END w/ 3-0.1310" NAILS CONT. RIBBON PORCH CONTINUOUS OVER- O�,ER TOP PLATE N. PO/V
TO BLOCKING 0 3 go#**##
(TYP) w/5-10d NAILS D.C. 0000000#4*0900
FLOOR BOARD (TYP) PORCH HEADER, SLA6 600 HEADER IN'1'0 TOP PLATE & E N 8" *
SEE PLAN MAX_��+ 5 Ise
TRUSS HTS16 BE7A10d NAILS INTO
S A TA24 ROD i .
2x4 SYP#2 HEADER DOWN CONNECTION HEADER UP CONNECTION ROOF TRUSS No. 3
0 �24" O.C. 311 1
DIAGONAL STRAPS EPDXIED 6" MIN OR JOIST go
CONNECTION CONNECTION FOR PERPENDICUL f
FASTEN EA. CALL OU T UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR /\\- z E
PLAN MEW OF PLAN MEW Of LEVA11C MEW OF TRUSS CONNECTIOls
ST
IM-N
rj (2
)MST'
TRAP�
"M R T A!
END w/- FLOOR TRUSSES 8-GUN SEE DETAIL B ABO S E OF
PORCH HEADER PORCH HEADER PORCH H ADER A H2.5T 0 32* O.C. TOP & BOT A LS18 0 32* O.C. SYP#2
3-10d COMMONS OR JOIST. AT CORNER POST AT POST 6L POST NAILS CONTINUOUS 2x6 Q
B SEE PLAN B SEE PLAN LEDGER FASTEN WITH
CEILINGY WALL FRAMING�;* WALL FRAMING PORCH SHEATHING SPECIFICATION& C (1)MSTA24 STRAPS C (2)CS1 6 STRAPS 5-0.1310* EA. STUD.
LINE U\-MIN. (2)2x4 WOOD D FULL HGT 5/8' THREADED ROD
IN )NALA
1/2" GYPSUM (WATER PROOF) GREEN BOARD, wl 5d COOLER NAILS 0 6" 0. . EDGE & FIELD BELOW.]& (1) ADJ. D FULL HGT 5/8- THREADED ROD PARALLEL TRUSS
OR OPTION B.
FLOOR TRUSS PARALLEL FLOOR TRUSS PERPENDICULAR % (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD TO POR�H HEADER. DETAIL A
DA'M*�
FLOOR TRUSS JOIST AT WALL FRAMING TYPICAL PORCH FRAMING DETAILS TYPICAL PORCH BEAM -.ONNECTION rvme_Nq�� HEADER TIE DOWN VIHEN 5 WALL ADJ. TO ROOF CONNECTION
SOA THIS DETAIL ONLY APPLIES MEN NOTED ON PLAN wl SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF
AND�WIALL SHEATHING AND STUD FRAMING.
ROOF TRUSS.
SEE DETAIL 6/SO.1 FOR
SYP#2 2x4 NAILER FASTENED TO TRUSS
DIAPHRAGM ATTACHMENT
ROOF
TRUSS. BOT. CHORD w/ 0.1310" 0 3" O.C. WHERE APPLICABLE
FASTENED TO SHEATHING w/ Bd 0 3" O.C.
2x4 SYP#2 CATS AT 12" FLOOR OR -T- ———— ------it ALTERAWN
O.C. FASTENED TO TOP-- ,,'--ROOF TRUSS. -----------it
PLATE w/ 4-0.131 x3" 114" SHEATHING FASTENED TO CONTRACTOR SHALL CONTACT LOU
COMMON MAX. (2)LSTA1 8 STRAPS
TOP PLATE w/ 10d 0 3" O.C. PONTIGO Ek ASSOCIATES PRIOR TO
FOLD OVER TOP PLATE (2)MSTA24 STRAPS MAKING ANY STRUCTURAL FIELD
I T FASTEN w/10-10d FOLD OVER TOP PLATE
16" MAX. SHEARWALL N IM, FASTEN w/18-10d FROM THE INTENT OF THE ORIGINAL
FASTEN CATS EACH END W/ 2x SYP#2 CONT. ATTACH 1. CONTRACTOR ANY N I I A CONSTRUCTION DOCUMENTS.ANY
TO TOP PLATE AND TRUSS ALTERNATE OP nONS _j FIELD ALTERNATIONS MADE PRIOR TO
3-0.131x3" COMMON TOE NAILS J
w/ 0.1310" 0 3' O.C. EDGE OF A,B,C, OR D BEING APPROVED BY LOU PONTIGO
ASSOCIATES MAY RESULT IN
2x MAY OVERHANG TOP PLATE. SHEARWALL_/ ADDITIONAL ENGINEERING OR
R 2. USE ALTERN ATE A. INSPECTION FEES.
SHEARWALL 0 SHEARWALL 4- SW 8d03 A Sw 8d@399 Z6
EXTERIOR WALL Al AT EXTERIOR WALLS MINIMUM 2 PLY
ENDING BETWEEN ROOF FULL HEIGHT THRrADED ROD CONVENTIONAL STRAPPING MINIMUM STUD
ALTERNATE A ALTERNATE Q. ALTERNATE Q TRUSSES. HOLD DOWNS EAICH END HOLD DOWN EACH END 2 PLY-\
STUD AT2ND STORY
3. USE ALTERNATE FULL HT ANCHORS (A)- UPPER TO LOVER STUDS STUDS PROVIDE
7/ OSB DIAPHRAGM FASTEN E & F FOR FLOOR " OR (2) '/2"0 FULL
ROOF FLOOR D 1 Od 04"0.C. SW 8dO3/6: - (1) SW 8dO3/6: (2) CS16 STRAPS 2 CS1 6 STRAPS
TO NAILER w/ (1) ROW 8d TRUSS. 2x4 SPF#2 CON11NUOUS —2K -FLOOR TRUSS ATTACHMENT HEIGHT THREADED R D EACH END (0)- END STUDS TO FOUNDATION AT BASE OF STUDS
0 3" O.C. FASTEN TO TOP-- 7/1 LEDGER FASTENED TRUSS. 1'^- SOLE PLATE ORS '*!�W 8d03/6: HTT5 OR HDU5 [(FLOOR TO FLOOR)
PLATE w/ (2) ROWS - a-- OSB TRUSS WEBS WTFRt--- TEE SCHEDULE ON D TAIL 2/SO.1 r^- SOLE PLATE ANCHORS
OF 8d 0 3" 0.C. BLOCKING w/3-0.1310" TEE SCHEDULE ON DETAIL 2/SO.1 LTT20B
PANNEL FLOOR COMMON.
2x4 SPF T HTT5
SYP#2 20 NAILER FASTENED ALL AROUN FRAMING SHEARWALL NOTES
TO TRUSS BOT. CHORD w/ 2x4 SYP#2 CATS AT 12- 1. PROVIDE 316" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD.
FASTEN CATS EACH END w/ PROVIDE 2x BLOCKING AT ALL PANEL EDGES.
(2) ROWS 0.1310" 0 3* O.C. INTERIOR 3-0.1310* NAILS 0 6" O.C. \\-O.C. FASTENED TO TOP
r PLATE w/ 4-0.1310"' 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS
SW- SHEARWALL. COMMON. END POSTS FOR SW.
SHEARWALL OR i 0
\-5-16d NAILS EXTERIOR WALL ALTERNATE FOR ALTERNATE rOR
ALTERNATE Q ALTERNATE E (TYPICAL) ALTERNATE F 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 6/SO.1 FULL HEIGHT ROD, FULL HEI.CHT ROD
4. INSTALL INTERIOR FOOTING BE�OW SHEARWALL PER DETAILS ON SOA
F D
SHEARWALL ATTACHMENT AT ROOF Et FLOOR /"pi� TYPICAL SHEARWALL ELEVATION 8 ULL HEIGHT THREADED RO
\"S0.1,1 SO-1 PROVIDE SOLID BLOCKING WITHIWFLQOR SYSTEM AT SW END POSTS. ksw,/ ALTERNATE
200 SYP#2 LEDGER, FASTEN w/ 2-WO
S.S LAG SCREW 6" LONG 0 24" O.C.
OSB ROOF SHEATHING.
SEE SO.0 FOR SPECS MSTA30 FLAT STRAP ALONG TOP OF EACH
RAFTER, INSERT THRU SMALL SLOT IN WALL FOR RAI30ED HEADERS, STRAP THE TOP UPLIFT STRAP
SHEATHING FASTENED AND FASTEN PLATE TO HEADER WITH LSTA12 0 32" O.C.
TO (2)2x6 BLOCKING IN LIEU OF THE H2.5A STRAPS ROOF
FRAMING
V0 S.S LAG
SCREW 10" LON
SECOND STORY
TOP PLATE ELEV.
\-(2)2x6 FLAT BLOCK BETWEEN WALL
2x8 SYP#2 KDT ROOF STUDS w/8d TOE NAILS EA END
RAFTERS 0 24" O.C.
Ln
5-12d TOE
8d COMMON NAILS NAILS TO STUD
H2.5AD 32" ON-CENTER
AT 3- O.C.(TYP) 6x6 SYP#2
I SIMPSON H\3
POST BEHIND NAIL OUTLOOKER TO
BRACKET 1[ 1 1 TOP & BOT. OF ROOF RAFTER, RAFTER w/(4)12d ROOF SHEATHING
2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, 5x5 PT SYP#2 EADE I SIR 10-i CRIPPLE STUD SEE PLAN NAILS PER SPECS
FASTEN TO ROOF FRAMING BELOW KDT BEAM MST 4 STRAP EACH 0 32" O.C.
ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. SIDE OF HEADER mz L
OVERFRAME RAFTERS, SEE PLAN. ALL FASTENERS SHALL 3E H.D.
GALV. QLOlS.S. 2x4 OUTLOOKER 0
6x4 SYP#2 KDT I
24" O.C. ATTACH TO
BRACKET
ST`UD TO LO R FRAMI�'
TOP PLATE w/H2.5T
SIMPSON H3 w/ 10-8d COMMON WATERPROOFING BY BJILDER MSTA24 OR CS20 STRAP BLOCKING BETWEEN
NAILS FROM RAFTER TO LEDGER THESE STRAPS 0 32" ON-CENTER RAFTERS
AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 12* MAX OVERHANG
2x4 SPF#42 2 MSTA24 OR CS16 KING 5TUQ To LOWER
BLOCKING WHEN OVERFRAME
RAFTER LENGTH STRAP EACH END-\ -RAMING! 2 MSTA24 ORA
ALT. TO BOTH H3 ABOVE LESS THAN 4'-0" %*0 S.S THRU OF WALL SEGMENT CS2 STRAPS
PRODIDE MTS12 OR CS16 DIRECTLY
BOLT RECESS
ROOF MEMBER. BETWEEN OVERFRAMING RAFTER AND PLUG
AND ROOF MEMBER. I 2ND FLOOR ELEV.
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT FRAMING
TO TIE IN OF OVERFRAME RAFTERS M TRUSS FRAMING. WALL SHEATHING, M_/
CONT THRU BRACKET WOOD BEA HTAILS
9 DECK LEDGER AT OVERFRAME RAFTERS r"%\ BALLOON FRAME STUIDWALL
10 ST W/ OUTLOOKER
VIIHEN RUCTURAL BRACKET @ COVERED ENTRY tl�i CONVENTIONAL STRAPPING DETAIL
SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. I%,tZO1 kZ0,10/ THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �.�-i SCALE: 3/4" 1'-0"
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
PLAN NAME
GARAGE PLAN
DESIGN/DRAWN/CHECKED
CS / im P
DATE
05.22.15
CONTROL NO.
1200
TRUSSID.
N/A
LPA NO.
HANN-14-00418
SHEET
Soo]
SHEET 2 OF 9
L
SOLE PLATE ANCHOR
SEE PLAN
1#4 EXTENDED
EACH SIDE
1#4 CONTINUOUS, PROVIDE STEP, OF RECESS.
CORNER BARS 3' EA. SIDE SEE ARCH. (TYP-)
OF RECESS. (TYPICAL) STEP, SEE Lou Pontigo and
Associates, Inc.
6 ARCH.
MAX - - 51/2 TYPICAL WALL FRAMING 4., 4.4 (4- MAX.) EQUAL TO SLAB
AND ANCHORAGE PER 420 Osceola Avenue
CONSTRUCTION SPECS. THICKNESS.
Jax. Beach, Florida 32250
5A 0 CURB 5B O- SLAB RECESS Ph.242-0908 Fax.241-9557
GARAGE Q=DETAL MATCH DOOR
WTH, SEE ARCH. FL:CA# 8344 SC:CA#3579
j RECESS
W SLAB ON SLAB ON TYPICAL WALL FRAMING
4 AND ANCHORAGE PER COMMENTS
GRADE. GRADE, COMMENTS @ -A.COM
SEE PLAN. SEE PLAN. TYPICAL WALL FRAMING 3/4" DEEP SAWCUT w/ CONSTRUCTION SPECS.\ SOLE PLATE ANCHOR LP
SOLE PLkTE ANCHOR
GRA
SEE
I)N%G /--AND ANCHORAGE PER ELASTOMERIC SEALANT PER SCHEDULE (2/S2.0)
BY BUILDER
>4 1010 PAVING SEEPLAN SLAB ON GRADE.
< CONSTRUCTION SPECS. SEE PLAN STEP, SEE ARCH. PLAN._"�_
I 12r'xl2' 1#5 CONT. I _`_SLAB ON
X�K k � I r. 2—#5 CONT. GRADE, 0/0-/0%
N is .1 "..' I - , w
E.J. SLAB ON 71-SEE PLAN.
E!T "��
p
M"
DETAIL 2B F0
Z
F.N
N MATERIAL GRADE,
'L SLAB ON
SEE PLAN. NOTES:
4 GRADE. 4
SEEPLAN.
#3 0 48" O.C. Q& OD 1) PROVIDE SAWCUTS TO CREATE (n
X_ .. A
ROD CHAIRS (TYP.) APPROXIMATE 16' X 16' MAX. SQ. 8%16" THICKENED No.5
w/ 2—#5 CONT. K.
16"
8o*x1 6" 1—STORY, wA2)#5 CONT. 2) SAWCUT CONC. SLAB WITHIN 4
w/(2)#5 CONT. 8o*X1 6" STORY, wA2)#5 CONT.
THICKENED EDGE 8"x20" 2—STORY, wA2)#5 CONT. TO 12 HOURS OF CONC. S OF
8" 20" 2—STORY, w/(2)#5 CONT.
w/ 1—#5 CONT. PLACEMENT.
%*
DETAIL 2A %.4 OW...-O
MONO. FOOTING AT STEP-DOWN ..aw;w2#46
SAWCUT DETAIL r5
THICKENED SLAB BE RING AT INTERIOR r4
MONOLITHIC EDGE FOOTING t2 n m AIL
—0* \Z2..2, SCALE: 3/4" 1'-0" SCA LE: 3/4" 1'-0" SCALE: 3/4"=l'—O" \�*�2 SCALE: 3/4" 1'-0"
SCALE: 3/4" 1' OVERLAP SIDEWALL .01 ��SUSS DATi�
TOP PLATE
GARAGE
HEADER
ALWAYS PLACE GOAL POST. FASTEN TO STUD
HEADER AT PACK WITH 2—ROWS OF 16d
TOP OF ROUGH RING SHANK NAILS 0 12" O.C.
(2)20ga STRAPS OPENING
HEADER TO JACK ATTACH GARAGE DOOR THRU
rREW ALTMAII)IN
(2)2x6 KING STUDS— X, UPRIGHT BUCK DIRECTLY INTO
(2)2x6 JACK STU S_ FULL HEIGHT STUD PACK, PER GARAGE DOOR POST, SEE PLAN-,\ CONTRACTOR SHALL CONTACT LOU
THREADED ROD SUPPLIER PONTIGO a ASSOCIATES PRIOR TO
SEE PLAN MAKING ANY STRUCTURAL FIELD
\0 MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
FULL HEIGHT W' CONSTRUCTION DOCUMENTS.ANY
(2)2x STUD CORNER---N THREADED ROD FIELD ALTERNATIONS MADE PRJOR TO
0 0 EPDXIED 12" p SLAB ON BEING APPROVED BY LOU PONTK30 Et
ASSOCIATES MAY RESULT IN
P.T. SOLE PLATE— GRADE, N ADDITIONAL ENGINEERING OR
j FULL HEIGHT 2x8 P.T. $YP#.2 DECK SEE PLAN. C; INSPECTION FEES.
A 1111 GARAGE JOIST 0 1 so O.C.
FLOOR SOLE PLATE THREADED ROD (1)SIMPSON ABU44 POST ANCHOR 7
ANCHOR SEE PLAN w/ 1/2"002" ANCHOR BOLT AND z 04
x4POST 12-16d COMMON WIRE NAILS 2 Uj
SOLE PLATE 4-. 6" WIDE x 6" DEEP PAD ALT. FOOTING AT a LU
ANCHOR ..4 GARAGE WING WALL 5ECTION 7001ING w/2—#4 BUILDERS DISCRETION. 0011 U)
8x8x5.5 HIGH
A
KENED SLAB EDGE *ENTERED TO SUPPORT
CONCRETE PIER
30TTOM OF STAIR
AT GARAGE OPENING. GRADE
'!A
.4
4 GRADE r-
NOTES: 70 4
x P.T. SYP No. 2 KICK—PLATE. 24" 3—#4HOOKED
1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. FASTEN TO FOOTING w/ 1/4"0 2'—O*x2'—O"xl'—O"d L VERTICALS 8" O.C.
x 2/2" TAPCON ANCHORS AT CONCRETE FOOTING 8" ISOLATED FOOTING. \—REINFORCING,
GARAGE WING WALL ELEVATION 8" O.C. AND ADJ. TO EA. W/ 3—#4 EACH WAY SEE PLAN SEESCHEDULE.
STIR NGER.
0
GARAGE HEADER FRAMING r7s\ WOOD STAIR DETAI CONC. PIER Et FOOTING tl� ISOLATED FOOTING
\Z2.2 \SO-V SCALE: 1'-0"
SCALE: 3/4" 1'-0" \Z..2j SCALE: 3/4" 1'-0"
Glib
In
FOUNDATION
DETAILS
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
PLAN NAME
GARAGE PLAN
DESIGN/DRAWN/CHECKED
CS / JMD/LAP
DATE
05.22.15
CONTROL NO.
1200
TRUSS ID.
N/A
LPA NO.
HANN-14-00418
SHEET
S002
F7F,
1
Lou Pontigo and
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SC:CA#3579
12" WIDE CONCRETE CONTACT US WITH YOUR COMMENTS
COMMENTS @ LP-A.COM
FOOTING w/ 2-#5 TO
SUPPORT STAIRS. P
zi *� 00660102"""y
SEE DETAIL 7/SO.2 E N a
SEE 8/SO.2 4164
(TYP) No 3
F2.0 F2.0
Da E OF C>
-1 00/
CL Lj
.30.2
F2.0 .0
0
w"Sms DATE
CUR D.
�SO.2� F 2.5
4" CONCRETE I SLAB w/ rFELD ALTERATUN
FIBERMESH @ 1.5� LBS/CU.YD. CONTRACTOR SHALL CONTACT LOU
r2B PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
OF CONCRETE OR� 6x6 W1.4xW1.4 S�O.2/ MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
WWF ON 6MIL VAPOR BARRIER CONSTRUCTION DOCUMENTS.ANY
IN PREPARED IGR)kDE.-\\ FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
CURB F2.5
I r
�2
4 5 B
Sat j I
PROVIDE SAW COTS PER 1 01
4/SO.2, BLJILD-R TO 2
COORDINATE WIT-I Fif�
C JRB
FLOOR M�TERIAL.' r
WIW.
LLJ Uj
LU
SO.2
`U R
Ln rn
U
Rj
In
FOUNDATION PLAN
SCALE: 1/4" = V-0"
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE
FOUNDATION. FOR GENERAL' FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE RCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY.
2. FTGS. & FND. SHALL BE' IN ACCORDANCE w/ LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
4. DIMENSIONS INDICATED ON THIS PLAN ARE TO CENTERLINE OF FOOTING UNLESS
OTHERWISE SHOWN TO THEIEDGE OF AN ELEMENT.
FOUNDATION
PLAN
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
PLAN NAME
FOOTING SCHEDULE AND NOTES GARAGE PLAN
TYPE LENGTH WIDTH DEPTH BOTTOM BARS DESIGN/DRAWN/CHECKED
it—opt CS / JMD/LAP
F2.0 20-0" 20-0" 3—#5 EA. WAY BOT. DATE
F2.5 2#-6* 21-6" 10-0" 3—#5 EA. WAY BOT. 05.22.15
F3.0 3*-0" 39-0" 19-010 3—#5 EA. WAY BOT.
CONTROL NO.
it
F3.5 3'-6" 3*-6" —0" 4—#5 EA. WAY BOT. 1200
F4.0 40-0" 40-0" it—opt 4—#5 EA. WAY BOT. TRUSS ID.
it—opt
F4.5 49-6* 4#-6" 4—#5 EA. WAY BOT. N/A
1. THIS FOUNDATION P ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA NO.
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR HANN-14-00418
REFERENCE ONLY. SHEET
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160
PROCTOR IN ACCORDANCE NTH ASTM D 1557.
Lou Pontigo and
Ass oci ates, I n c.
420 Osceola Avenue
Jax. Beach,Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SC:CA#3579
CONTACT US WITH YOUR COMMEJNTS
I
k�030MMENTS @ LP-A.COM
PROVIDE 2x4 P.T. DIAGONAL BRACE ........."Not,
EA. SIDE OF EXTERIOR WOOD STAIR
P 0 AN
4x4 P.T. POST, w/5-12d NAILS EA. END TO WOOD
�G
V %
(4 PLACES) POST 0
No W N
6x4 P.T. SYP#2 KDT
BRACKET, SEE DETAIL OF
10/S0.1 SIM. (3) TOTAL
% lie,
0 ...........
5
RWMNS DATi�
6x6 POST FASTEN TOP
Q0
nTTnu /9 SEE 6/SO.2 FOR
A I X
& E OTTOM w/2—A35 TYPICAL GARAGE
ANGLES (3 PLACES)
00 WING WALL DETAIL
X
04
C14
04
1XI
Wim ALTIMATIM
> Ld
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOOATES PRIOR TO
LLI
0) 6x8 P.T. SYP#2 KDT MAKING ANY STRUCTURAL FIELD
BEAM SUPPORTING MODIFICATIONS WHICH MAY VARY
Li FROM THE INTENT OF THE ORIGINAL
0 0 END OF CANTILIVERED CONSTRUCTION DOCUMENTS.ANY
< FIELD ALTERNATIONS MADE PRIOR TO
0� 2x8 ROOF RAFTERS BEING APPROVED BY LOU PONTIGO&
X < ASSOCIATES MAY RESULT IN
SEE 10/S0.1 (SIM.) ADDITIONAL ENGINEERING OR
INSPECTION FEES.
0j I U
00 SEE 6/SO.2 FOR
TYPICAL GARAGE
WING WALL DETAIL
X X
04
z n1
04
04
00
X 3: 00
Cq
U)
6x4 P.T. SYP#2 KDT
RACKET, SEE DETAIL Ll I
X
10/S0.1 SIM. (3) TOTAL
LLJ
Z1.
00 (0
X
04 z U
V)
((2)2x1 0—1/J2 (2)2x8—1/1
5
V) 01
Cq
Ln
FIRST LEVEL WALL FRAMING PLAN
SCALE: 1/40* ls-0"
FIRST
LEVEL
WALL
FRAMING
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
PLAN
LINE DESIGNATES SIDE OF WALL THE
Sw SHEARWALL SHEATHING TO BE APPLIED.
NAILING: 8d 0 3/6 DESIGNATES 8d COMMONS 0 00 NOT SCALE DIMENSIONS FROM
8dOY/6" Y O.C. EDGE & 6" O.C. "IN THE THESE DRAWINGS.IF A DIMENSION IS
FIELD* UNCLEAR REFER TO THE
I ARCHITECTURAL DRAWINGS OR
DESIGNATES THE HEADER SIZE AND CONTACT THE E.O.R.
(2)24-11/2 NUMBER OF PLYS DESINATES NUMBER,
HEADER SIZE & JACK/KING STUDS
PLAN NAME
BEAM OR TRUSS, SEE PLAN (7GARAGE PLAN
DESIGN/DRAWN/CHECKED
A307 DIAMETER FULL HEIGHT CS JMD/LAP
X THREADED ROD, SEE DETAIL 8/S0.0
DATE
05,22.15
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL B/SO.O CONTROL NO.
1200
A307 DIAMETER THREADED ROD TRUSS I D.
TERMINATES AT FIRST FLOOR TOP
PLATE, SEE DETAIL 8/80.0 N/A
A307 DIAMETER THREADED ROD LPA NO.
TERMINATES AT FIRST FLOOR TOP HANN-14-00418
PLATE, SEE DETAIL B/SO.O SHEET
LUA12 12" LONG LIGHT GAUGE STRAP
FASTEN TO TOP PLATE ANDSTUD
VATH 5-10d COMMONS S191
HEET 5 OF 9
L
Lou Pontigo M
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
CONTACT US WITH YOUR COMMENTS
COMMENTS @ LP-A.COM
EXTEND POST TO -
TOP OF RAIL (TYP)
N
No.53311
P.T. WOOD STAIRS 2x6 P.T. FLOOR
2x12 LEDGER FASTEN
In
BY BUILDER—\ JOIST @ 16 O.C.
//—w/5-12d +(3)Y4 x6'
.2)2x G. S OF J"
I
.114. LONG SCREWS @ 16" 0.C.
R I
"00
N
y T-
X F S &
X
C14
W
H(JC,' 0-2_x, RPR OFING
04
(TYP) UIL R
WASIONS DAli�
S2.0
FIELD ALTME"RAITIKON
ELC Z�
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
FULL DEPTH 0 CONSTRUCTION DOCUMENTS.ANY
RIMBOARD FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO
Lf)
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
INSPECTION FEES.
0
c-�
0
U)
0
m
(.0
K"T
LLJ
S2.0
r
U
Lf Lf)
In
SECOND FLOO�,%),. FRAMING PLAN
SCALE: 1/4" V-0"
SECOND
FLOOR
FRAMING
r SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN PLAN
---------- LINE DESIGNATES SIDE OF WALL THE
Sw SHEARWALL SHEATHING TO BE APPLIED.
NAILING: 8d 0 3/6 DESIGNATES 8d COMMONS 0
00 NOT SCALE DIMENSIONS FROM
8dO3-/6- 3* O.C. EDGE & 6" O.C. IN THE
THESE DRAWINGS,IF A DIMENSION 5
C % '*' j
FIELD* UN LEA RE To THE
RC IT CT L W rS
CA H C E D N OR
DESIGNATES THE HEADER SIZE AND OW CT HE E.0.R
(2)2XS-1/2 NUMBER OF PLYS DESINATES NUMBER,
HEADER SIZE & JACK/KING STUDS
PLAN NAME
r7GARAGE PLAN
BEAM OR TRUSS. SEE PLAN DESIGN/DRAWN/CHECKED
%" A307 DIAMETER FULL HEIGHT CS / JMD/LAP
THREADED ROD, SEE DETAIL 8/SO.O DATE
05.22.15
A307 DIAMETER FULL HEIGHT
CONTROL NO.
X5 THREADED ROD, SEE DETAIL 8/SO.O
1200
A307 DIAMETER THREADED ROD TRUSS ID.
TERMINATES AT FIRST FLOOR TOP
PLATE, SEE DETAIL 8/SO.0 N/A
A307 DIAMETER THREADED ROD LPA NO.
TERMINATES AT FIRST FLOOR TOP HANN-14-00418
PLATE. SEE DETAIL 8/S0.0
SHEET
MA12 12" LONG LIGHT GAUGE STRAP
FASTEN TO TOP PLATE AND STUD
WTH 5-10d COMMONS S102
Lou Pontigo a n d
Associates, I n c.
420 Osceola Avenue
Jax. Beach,Florida 32250
Ph. 242-0908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
CONTACT US WITH YOUR COMMENTS
\,.COMMENTS @ LP-A.COMV
coo
CONVENTIONAL STRAPPING WALL
SEE DETAI 11/S0.1
,1-% 2)�6 SPF#2 W-1[p EXTEND FULL HEIGHT RODS TO
tl 12 BAL 001`�VF AMC e- UPPER PLATES OF GARAGE KNEE
- ��WAI IS WHEREVER POSSIBLE (TYP)
M
P& SIONS
DATE�
(2)2x8li—1/1
S2.0
r�FELD ALTERATM
CONTRACTOR SHALL CONTACT LOU
rl 2 PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
SO.1 MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
< FIELD ALTERNATIONS MADE PRIOR TO
—j BEING APPROVED BY LOU PONTIGO&
L) ASSOCIATES MAY RESULT IN
C; < z ci z (5 b < ADDITIONAL ENGINEERING OR
1714
< <
< RIDGE AB VE
C14 <
ir (A :;� T— X
c-4 Lj- X
F- X 04
N _j F- q*z
LL. z < LLI < LLJ L_ 4<
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wo 0 LLJ X 0 LLJ U)
-j
(0 -j LLJ F- Ld to
X < z V) z (f) X <
04 M LLI LLI (N m
z z
07Z(ft12 0
LLJ
0
1% r%
Uj
S2.0
Ln
C(2)2xl C 1/2
01 1 Uj
S0.1 2x6 SPF#2 0 16" O.C.
124 BALLOON FRAME WALL e-
CONVENTIONAL STRAPPING WALL Ln
SEE DETAII 11/S0.1 e. U
In
SECOND
MA LEVEL
SECOND LEVEL WALL FIN./-,%MING PLAN.
SCALE: 1/4 ff=ip-off WALL
(�SYMBOLS LEGEND FRAMING
DESIGNATES SHEARWALL. THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE PLAN
SHEARWALL SHEATHING TO BE APPLIED.
SW
NAILING: Od 0 3/6 DESIGNATES 8d COMMONS 0
8dO3*/6* 30 00 NOT SCALE DIMENSIONS FROM
O.C. EDGE & 6" O.C. *IN THE THESE DRAWINGS.IF A DIMENSION is
FIELD" UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
ION JIS
r
Z:
_S OR
DESIGNATES THE HEADER SIZE AND CONTACT THE E.O.R.
(2)2X8-1/2 NUMBER OF PLYS DESINATES NUMBER,
HEADER SIZE & JACK/KING STUDS ILAN NAME
BEAM OR TRUSS. SEE PLAN GARAGE PLAN
DESIGN/DRAWN/CHECKED
A307 DIAMETER FULL HEIGHT CS JMD/LAP
X THREADED ROD, SEE DETAIL 8/SO.O DATE
05.22.15
A307 DIAMETER FULL HEIGHT CONTROL NO.
X5 THREADED ROD, SEE DETAIL 8/SO.O
1200
%" A307 DIAMETER THREADED ROD TRUSSID.
TERMINATES AT FIRST FLOOR TOP
PLATE, SEE DETAIL 8/S0.0 N/A
%" A307 DIAMETER THREADED ROD LPA NO.
(95 TERMINATES AT FIRST FLOOR TOP HANN-14-00418
PLATE, SEE DETAIL 8/S0.0 SHEET
LWA12 12" LONG LIGHT GAUGE STRAP
FASTEN TO TOP PLATE AND STUD
WITH 5-10d COMMONS !ij S103
SHEET 7 OF 9
�v vn
Lou Pontigo and
Associates, Inc.
420 Osceola Avenue
Jax. Beach, Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA#8344 SC:CA#3579
k�CONTACT US WITH YOUR COMMENTS
CO3MLIMENTS @ LP-A.COM
N. POAo-.
ENq 0
00
F
No.5 11
FULL LENGTH ROOF RAFTER
C%-rr)1 1 1 1 M A I
(2)2),6 tttt S F
Ott:
(2)2x6 STRUCTURAL
FASCIA. FASTEN TO
iAW WA 4
BALLOON F 01 FASCIA. FASTEN TO 10"o
7 too
EACH FZA:'T[--R w/ LS70—\ i ggo
EACH RAFTER w/LS70
L
rLs A
,sit
DA"M
Frl- r -1 -1
(4`2x10 ROOF RAFTER. FASTEN
S2.0 < ROOF RAFTER TO 6x8 wIY2"
0 1A THRU BOLT COUNTERSUNK
�FO-D ALTMAMN
CONTRACTOR SHALL CONTACT LOU
V-O
x 3 OVERFRAME PONTIGO&ASSOCIATES PRIOR TO
1� 0.C.
RAFT RS @ 24 MODIFICATIONS WHICH MAY VARY
w/ OVERFRAME LEDGER FROM THE INTENT OF THE ORIGINAL
Ci CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
SEE 9/S0.1 �J BEING APPROVED BY LOU PONTIGO&
ASSOCIATES MAY RESULT IN
+
C/)
0
11 1j Lj RIPGE 11 (9 1 R I F; rF '—I I I
(4)HTS1 6- (4)HTS1 6 LL-
LJJL— 0
0
a_
U)
X
0
m
M OVERFRAME
p
AF-'ERS 0 24" O.C.
S2.0 w/ OVERFRAME LEDGER
SEE 9/S0.1
—j
(2)2x6 STRUCTURAL 2x6 SPF#2 0 16" O.C. (2)2x6 STRUCTURAL
BALLOON IF AME WALL —FASCIA. FASTEN TO
FASCIA. FASTEN TO
EACH RAFTER w/LS70 EACH RAFTER w/LS70
U
TRUSS ROOF RAFTER! NOTES: STRAPPING NOTES
1. STRAP TRUSSES ANID ROOF RAFTERS TO BEARING
WITH 2-12d TOENAILS & 2—SIMPSON H2.5T UPLIFT Ln
STRAP UNLESS OTHERWISE NOTED
ROOF FRAMING PLAN
SCALE: 1/4--l'—O' ROOF
FRAMING
PLAN
00 NOT SCALE DIMENSIONS FROM
DRAWINGS.IF A DIMENSION 6
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE EOR.
PLAN NAME
GARAGE PLAN
DESIGN/DRAWN/CHECKED
CS LAP
DATE
05.22.15
CONTROL NO.
1200
TRUSSID.
N/A
LPA NO.
HANN-14-00418
SHEET
S104
SHEET 8 OF9
L
fffA
Lou Pontigo and
Associates, Inc.
420 Osceola Avenue
jax. Beach,Florida 32250
Ph.242-0908 Fax.241-9557
FL:CA# 8344 SC:CA#3579
�CONTACT US WITH YOUR COMMENTS
!COMMENTS @ LP-A.COM
NO O/V fff,41
6,00 ?*z
\�C;
No.53
RIDGE BOARD,
OF
5-12d SEE PLAN STAT
ROOF LINE
TOE NAILS
BEYOND 0.40 1 *6
A 1 '0/
DAT�E
10000
RAFTER PER PLAN 0 00:0 0 0 0 -RAFTER PER PLAN rRELD ALTERA1VN
FULL LENGTH TO LONG ;;�
OVERFRAMING. CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
2x8 SYP#.2 MAKING ANY STRUCTURAL FIELD
COLLAR TIES MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
2x4 SPF #2 STUDS @ 16" O.C. w/8-12d NAILS EA. END H2.5T U LIFT 2x4 SPF #2 STUDS @ 16' O.C. FIELD ALTERNATIONS MADE PRIOR TO
ALIGNED w/ RAFTERS ABOVE. OF f 7 A. RAFTER. ALIGNED w/ RAFTERS ABOVE. BEING APPROVED BY LOU PONTK30&
CONN. ASSOCIATES MAY RESULT IN
ONAL ENGINEERING OR
(2)2x4 SYP #2 (2)2x4 SYP #2-/'
------------- - DBL. TOP PLATE DBL. TOP PLATE
4<FASTEN (4)2X10 TO 6x8
wl ),2"' THRU BOLT
2x4 SYP #2 2x4 SYP #2 UPLIFT CONNECTOR,
COUNTERSUNK DIA. BRACES BRACES
SEE PLAN.
@ 16" O.C. 0.C.
FLDOR DECK PER
SFECIFICATIONS.
0
2x4 SYP #2 2x4 SYP #2
BOTTOM PLATE BOTTOM PLATE SIMPSON CS16 FLAT U
STRAP AT EACH LOWER FOR RAISED HEADERS, STRAP THE TOP
AT (4)2X1 0 STUD TO UPPER STUD PLATE TO HEADER WITH LSTA12 @ 321, O.C.
SEE BLOWOUT I
w/11-10d COMMON IN LIEU OF THE H2.5T STRAPS
ROOF
WIRE NAILS EA. END
FRAMING r)
(22 TOTAL)
FULL DEPTH TIMBERSTRAND
BLOCKING BELOW BEARING WALL\ (2)2x4 SYP#2-
ISEd 2/S2.2-// ABOVE NOTCH AROUND TOP & SEE 2/S2.2 DBL. OP PLATE Ln
00 7/ SECOND STORY
BOTTOM FLANGE OF I-JOIST. (TYP) 11/4 X 8 TOP PLATE ELEV.
TIMBERSTRAND
RIMMBOARD
GARAGE HEADER, WOOD I JOIST
I SEE PLAN SEE PLAN
TOP PLATE TO STUD
L-----------
WOOD I JOIST H2.5T @ 32" ON-CENTER
SEE PLAN H2.5\T
WOOD BRACKET, TOP & BOT. OF
SEE DETAIL 10/S0.1 (SIM.) HEADER TO JACK STUDj CRIPPLE STUD In
MSTA24 STRAP EACH @ 32 0.C.
SIDE OF HEADER
THICKENED SLAB
AT GARAGE, PER
2B/SO.2
CONC. SLAB MONOLITHIC
FOUNDATION SEE
1/SO.2
STUD TO SHOE PLATE
H2.5T @ 32" ON-CENTER
2ND FLOOR ELEV.
L-----------i BUILDING
FULL DEPTH TIMBERSTRAND SECTIONS
BLOCKING BELOW BEARING
WALL ABOVE NOTCH
AROUND TOP & BOTTOM
FLANGE OF I-JOIST.
Y4 x02"' LAG SCREW
WITH ROUND WASHER 00 NOT SCALE DIMENSIONS MOM
GARAGE SCHEMATIC SECTION AT EACH FLOOR TRUSS THESE DRAWINGS.IF A DIMENSION IS
BEARING WALL OVER OOD I JOIST UNCLEAR REFER TO THE
r2 ARCHITECTURAL DRAWINGS OR.
SCALE: 1/2" V-0" �.2 SCALE: 3/4" 1'-0"
��-o
GARAGE PLAN
I LAN NAME
DESIGN/DRAWN/CHECKED
CS / JMD/LAP
DATE
05.22.15
CONTROL NO.
1200
TRUSSID.
N/A
LPA NO.
HANN-14-00418
SHEET
f
S2,00
SHEET 9 OF 9
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Project information Index Co h, C2013 Starr Sanford
PORCHES & BALCONIES MASSING & WALLS PLAN NOTES Mech. Elec. & Plumbing Systems DespiygrnigAssociates, Inc. All rights
reserved. The design concepts,
drawings, written material, and
Columns specifications of this document are
CONCRETE MASONRY UNITS Flooi Plan Notes I., the property of Starr Sanford Design
Mechanical Garage sq footage . Associates, Inc. No part of these
1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings)and shall be#1 Common 1st floor unconditioned 378 sq ft AO.I Title Sheet & Specifications documents shall be copied,disclosed
grade pressure-treated pine or better. All post trim shall be equal to or better I. All structural information shown is for reference purposes only. Builder shall 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1st floor conditioned 222 sq ft to others, or reproduced in part or
1. System shall be designed in accordance with all applicable codes, standards& whole in any form without the
than post material. have a local licensed structural engineer review actual site conditions&design are in question, the builder shall be responsible for obtaining clarification before written consent of Starr Sanford
2. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post all structural elements such as footings,foundation walls&slabs. continuing with construction. Builder shall verify all dimensions &conditions at requirements of local utility officials. Design engineer shall prepare calculations Total 1st floor 600 sq ft ALI Site Plan Design Associates,Inc.Do not scale
jobsite. for equipment sizing, duct sizing,accessory arrangement,etc., and shall prepare drawings.Use given dimensions only.
width above porch floor if there is no rail or 1/4 post width above rail unless 2. All masonry shall be laid plumb,true and square w/filled joints. All walls shall be If not shown, verify the correct
noted otherwise. End chamfer 1/2 post width below beam If there is no capital or adequately braced until securely tied to the structure. No work shall be done 2. Dimensions shown are to cer terline of interior walls or to outside face of stud or final drawings accordingly. 2nd floor unfinished 570 sq ft dimensions with Starr Sanford
1/2 post width below capital unless noted otherwise. Chamfers shall be 3/4"for subject to freezing conditions. All exposed work shall be brush-cleaned to be masonry on exterior walls unless noted otherwise. 2. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for A2.1 First & Second Level Floor Plan Design Associates, Inc. Contractor
3. Builder shall establish finish floor elevation in consultation with homeowner. complete installation. shall check and verify all dimensions
4x4 posts, 1"for 6x6 posts, and 1-1/4"for 8x8 posts. Begin and end chamfers free of surface mortar. s all 4. Builder shall take into accou it design intent, including number of steps, water 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular and conditions of the job site.
with a flat taper equal to the depth of the chamfer unless noted otherwise. 3. All masonry work below finish grade shall be filled with grout. This include table masonry, etc. Builder shall also assure that there is adequate clearance foam insulation. Insulation shall be of self-sealing type or shall be taped closed . A2.1.1 Site Plan, Elevations & Building Section
3. Turned posts may be #1 Common grade pressure-treated pine or better, or may cores,cavities&other spaces. between finish grade&any wood construction. w/foil-faced tape. I
be Perma-Cast. 4. Newly laid masonry shall not be disturbed in any manner.Any section which has 4. Closely coordinate work with all other trades. Maintain ceiling heights &duct
4. Classical columns(round or square)may be redwood, Perma-Cast, or limestone. been disturbed before mortar has set shall be completely removed & re-laid. 5. Locate doors so that door ca.sing abuts wall finish of adjacent wall unless noted spaces provided. A2.2 Roof Plan
Protect masonry work from moisture and temperature changes at the end of otherwise or unless door casi rig is narrower than 3 1/2". In this case, install door 5. All valves, dampers&other control devices shall be accessible for operation & -
each day's work. frame with appropriate shim space against liner and stud. Do not omit stud or maintenance through accessible ceilings or through access doors or panels
5. Concrete masonry units shall be sound, dry, clean &free from cracks. CMUs liner to get the door closer to the adjacent wall. In cases where a door is shown S2.1 Wall Sections, Foundation & Framing Plan
shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running approximately in the center of a wall, locate door in the exact center of the wall. manufactured for such purposes.
Beams bond using full & half-blocks unless noted otherwise. Saw-cut blocks if 6. Window rough opening head height shall generally be 8'-2 1/2"above floor slab 6. All units above ceiling shall have auxiliary drain pans installed below entire unit. DESIGN CRITERIA: I,,
non-modular dimensions are required. or deck at the first level&6'-'0 1/2"above floor deck at the second level unless Route internal &auxiliary drain lines down to floor drain or utility sink in utility Building Classification: Residential E2.1 First & Second Level Electrical Plan
1. Wood beams shall be#1 Common grade pressure-treated pine or better. 6. CMU bearing walls shall be minimum 8"thick, &shall be reinforced w/truss-type noted otherwise. See plans&exterior elevations for window alignments,window room or other non-public areas where overflow would be noticed by homeowner. Building Type: Type V Construction
reinforcing every other course. types & muntin patterns. Adjust head heights slightly (less than 1 3/8") as 7. Provide fresh air duct to each air-handling unit as per applicable codes. Fresh air
2. Beams supporting masonry shall be limestone or reinforced concrete. 7. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout& 1 required to course with mac,onry veneer, if any. Provide filler strip between duct shall extend from intake blower at exterior to return air side of cluctwork.
3. Metal beams shall be hot-dipped galvanized steel. #5 bar 48"OC. Reinforce CMUs @ corners by filling all such cores from footing window and masonry sill if iequired to allow the masonry sill to course with 8. Provide pressure regulators for all gas equipment as required for proper Unless otherwise noted, project site considerations shall be the responsibility of the owner
to top of wall w/grout& 1 #5 bar. Reinforce CMUs within 1 6"of beam or girder surrounding brickwork. In no case should brick be cut to either course with the operation,Verify gas pressure at meter to determine necessity of regulators. and/or contractor. Examples of such items include, but shall not be limited to,
head or the sill of a window or door. 9. Coordinate with electrician concerning items requiring electrical service such as determination of grade elevations, drainage features,and special requirements associated
bearing or other concentrated loads by filling all such cores from footing to top of condensing units, air-handling units, condensate pumps, motorized dampers, with FEMA flood hazard and/or DEP zones.
wall w/grout& 1 #5 bar each core. Reinforce I CMU core under each end of 7. Window sizes indicated on ple ns are generic sash sizes. etc. Coordinate service&acity required.
bond beams by filling all such cores from footing to top of wall w/grout& 1 #5 bar 8. Refer to plans&exterior ele%ations for window types. Coordinate operability of The contractor is responsible for the means and methods of construction. It is the I i
each core. Reinforce all openings in CMU walls larger than 12" in any direction windows&direction of swing of casements w/homeowner. 10. The Builder shall test pressure-reducing valves, T&P relief valves&other safety contractor's sole responsibility to determine the procedure, sequence, and temporary
ATTACHMENTS & SITEWORK w/2#5 bars at all sides of the opening. Extend bars 24"past corners of opening. 9. Walls, ceilings&floors of ancillary spaces such as closets&storage areas shall devices prior to the operation of system. The Builder shall test and balance all bracing as to insure the safety of the building and its component parts during construction.
Reinforcing bars shall be ASTM A-615 Grade 60. Extend hook bars of same size match the rooms they serve unless noted otherwise. systems prior to completion of the work. The contractor shall verify alI conditions and dimensions at the job site prior to
as vertical reinforcing into footing &lap vertical reinforcing 24"minimum. Install 10. Coordinate location of utility meters on site to be away from public view and to commencing work. 6N
Fireplaces & Chimneys bond beam course w/1 #5 continuous @ top of all CMU retaining walls&above minimize visual impact from any area of the site. Hold meters as low as possible Plumbing . C4=
all door&window openings. to allow more effective screening. The contractor shall supply, locate, and build into the work all inserts, anchors,t angles,
8. Consult local licensed structural engineer if CMU walls will be required to act as 11. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2' plates, openings, sleeves, hangers, slab depressions, or other components astsi�ay be
1. Fireplaces shall be constructed with Isokem system or equal. retaining walls. Backfill after flrst-�Oor is set. of plate except 1/4 cup per 2 of plate in walls adjacent to kitchen, bath or other 1. System shall be designed in accordance with all applicable codes, standards& required to attach and accommodate other work. (:a)
2. Flues shall be clay tile or Isokern DM flue system except that triple-wall metal 9. Mortar shall be freshly prepared and uniformly mixed in the ratio by volume of 1 wet or food storage areas. 3oric acid shall be installed immediately before requirements of local utility officials. Design engineer shall prepare calculations I AN! CZ
flues may be used only with European Copper chimney pots(see below.) It is the owners and/or contractor's responsibility to obtain a soils exploration report. The
3. Chimneys shall be brick or stucco on 4"minimum masonry. part cement, 1 part lime putty, 6 parts sand&shall conform to ASTM 270 and to installation of insulation in insulated walls or immediately before installation of for pipe&equipment sizing,accessory arrangement,etc.,and shall prepare final design of the project structure assumes an allowable soil bearing capacity of 2600 psf. 1)
4. Chimney pots for clay tile or Isokenn DM flues shall be traditional clay chimney BIA Designation M1-72. Lime putty may be omitted if plastic type cement is wall finish in uninsulated wa Is. Walls with exposed cavities do not need to be drawings accordingly. The Engineer shall be notified if soil conditions encountered differ from the noted
used.All mortar joints shall be completely filled as the masonry units are laid. treated with boric acid. 2. Furnish all piping,fittings,accessories,etc.for complete installation. assumptions. All requirements for site preparation and soil compaction specifiod in the
pots equal to Superior Clay. Chimney pots for metal flues shall be equal to soils report shall be followed unless more stringent requirements are specified in these
European Copper metal chimney pots by Jack Arnold. 10. Grout shall be freshly mixed of fluid consistency and uniformly mixed in the ratio 12, Prefabricated fireplaces anc flues shall be UL approved and installed as per 3. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam plans. - 1�
by volume of 1 part cement, 3 parts sand & 2 parts pea gravel. Fill cells of manufacturer's specificatiois and accepted construction practice. It is the insulation. Insulation shall be of self-sealing type or shall be taped closed � t .
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masonry in vertical reinforcing in lifts not to exceed 48". Grout shall conform to builder's responsibility to assure that all applicable codes regarding fire w/foil-faced tape. I I * PONI
- I SEALANT ASTM Designation C-47& separation, use of materials & other fireplace criteria are met or exceeded. 4. Cleanouts shall extend to surfaces or shall be provided w/access doors or I I" 44 +a)
11. Verify masonry wall reinftrcoment&turn up equal quantity& sizes of rebar out 13. Builder shall coordinate fl e height to match chimney height shown on similar devices. Cap all pipe to be left open overnight& protect pipe during - t I
of footing at locations for wall reinforcement so that reinforcement is continuous elevations. If gypsum board is used, install moisture-resistant gypsum board in installation from dirt, gravel&other debris which might cause blockages or flow '' 9
. 1. Use materials appropriate to the application for maximum life and optimum from wall into footing. restrooms&other rooms whe e water is present. restrictions. � M
appearance. All joints should be sound, clean, dry & free of contaminants. 12. Provide 3/4"x 12"anchor"N,aAAR,reinforced CMU cores as noted above,or if 14. Builder shall coordinate all shelving&storage requirements with homeowner. 5. -Center all fixtures in space allocated unless noted otherwise. I- "ME11
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Caulking or sealant should be applied in accordance with spec data sheets and foundation is concrete, provid�anchor bolts 48"OC maximum&at all comers& 15. Center plumbing fixtures in s)ace provided unless noted otherwise. Provide not 6. Lead solder is not allowed on this job. _N c4w +M)
manufacturer's specific recommendations. Colors shall be selected by edges of openings for connect!' less than the following clearar ces from finish wall to fixture on either side: 7. Closely coordinate work with all other trades. Maintain ceiling heights & pipe ,� t �
homeowner from manufacturer's standard colors. Caulking or sealant shall be 1-o"', on of framing to concrete or masonry work. Lavatory: 15".Toilet: 18". spaces provided. I'� -.1111
installed so that finish surface is smooth, even ®ular. . iiiiiiiiilllow��111111111m000l000",� . I CEILINGS & ATTICS I ' '%��711, General Conditions
2. Caulking shall be installed at interior dry joints between dissi,mil ������ll����iiiiii�llomlllllllllillllllll11111,111 Wall Framing maintenance through access doors or panels manufactured for such purposes. ,i� �
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required. �� _*� Electrit.b.al Plan Notes 9. Soil &vent stacks shall have cleanouts as indicated on Drawings and/or as rr,,�,",--ow�_;�,ti�, i (n +=)
'-, i 1. These Plans are the property of STARR SANFORD DESIGN
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3. Sealant shall be installed at exterior or damp interior joints between dissimilar 1. All structural members shall be sized to carry all imposed loads by a structural required by applicable codes for proper maintenance. i ASSOCIATES, INC. These Plans are protected by Federal a)
materials as required. Prime all substrates w/primer as recommended by 10. Measure wall thickness before ordering exterior wall hydrants. Ceiling & R�o ming �
engineer or other individual acceptable to state&local authorities. I. Do not scale Drawings. Use( nly dimensions shown on drawings. If dimensions Z� -1,00 �� Copyright Laws. Any use of the information contained herein �iiiiiiiiiiiiiiiii� W
manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when 2. Wall framing&blocking shall be white pine,spruce,or fir,stud grade or better. are in question, the electrici n shall be responsible for obtaining clarification 11. Coordinate placement of all drains with flooring subcontractor. 'I.-"_� �1.I beyond the use authorized by STARR SANFORD DESIGN ;Nq
joint is approximately half-way between design extremes. Use flexible open-cell 3. All framing& blocking lumber shall be kiln-dried to a moisture content of 19% or before continuing with con truction. Builder shall verify all dimensions & All pressure piping located in inaccessible areas such as under slabs shall be 1. All structural momtyers shall be sized to carry all imposed loads by a structural ASSOCIATES, INC., or any duplication, publication, sale or +M)
polyurethane foam backer rods at all butt joints to create a sealant joint no better. conditions at jobsite. continuous copper tubing without joints. engineer or other individual acceptable to state&local authorities. 71, distribution of any part of these Plans without the prior written
thicker than 1/2 the width of the joint, but in no cases thinner than 1/8"or thicker 4. All wood in contact w/concrete, earth, masonry, or in a moist location shall be 2. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, 12. All pressure piping located in inaccessible areas such as under slabs shall be 2. Ceiling&roof framing&blocking shall be#2 KD southern yellow pine. consent of STARR SANFORD DESIGN ASSOCIATES, INC. cf)
than 3/8". Lap joint depth shall be no greater than 1/2 the width of the joint. pressure-preservative-treated with a water-borne preservative applied by disconnects,accessories, etc for complete installation whether or not every item continuous copper tubing without joints. 3. All framing &blocking lumber shall be kiln-dried to a moisture content of 19%or represents a violation of Federal Laws subject to the prescribed
vacuum process in closed cylinder&shall be kiln-dried after treating. is shown or specified. 13. Coordinate with electrician concerning items requiring electrical service such as better. penalties. "t
5. Wood blocking shall be solid & shall match the depth of the primary framing 3. These drawings are intended as general guidelines for purposes of establishing water coolers, sensor flush valves & water heaters. Coordinate service & 4. All wood in contact w/concrete, earth, masonry, or in a moist location shall be 2. All work is to be in accordance with the latest codes. ;IN,
members. Provide blocking in wall to secure mounted millwork shelves, fixtures, certain minimum criteria, 8, do not necessarily represent the final layout, ampacity required. pressure-preservative-treated with a water-borne preservative appued by Local Ordinances: Atlantic Beach, Duval County, FI
14. Provide expansion valves & pressure relief valves & drain lines from water 11 M
mirrors, toilet accessories&other items requiring a permanent attachment to the arrangement, size, brand name, capacity or other characteristic of the vacuum process in closed cylinder&shall be kiln-dried after treating. �,
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heaters. Route drain lines down to floor drain or utility sink in utility room or other , Building Code: 2010 Florida Building Code Residential
CABINETS & FURNITURE wall. engineered system, System shall be designed in accordance with all applicable 5. Wood blocking shall be solid & shall match the depth of the primary foiaming Electrical Code: 2008 National Electrical Code .
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6. Interior walls shall be 2x4 studs(3 1/2"thick)&exterior walls shall be 2x6 studs codes, standards & requirer ents of local utility officials. Deviations from the non-public areas where overflow would be noticed by homeowner. Do NOT members. I
'1 3. It is the builder's responsibility to assure that all manufactured "
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(5 1/2"thick)unless noted otherwise. Exterior walls of garages&other unheated concepts shown on these Drawings should be supported by design calculations. locate pressure relief line terminations above any location such as sidewalks 6. Roof trusses shall be designed, fabricated & erected In accord a nco'w/the articles, material, and equipment are applied, installed, ul
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Design engineer shall prepare calculations for loading & equipment sizing, where people might be standing in the event of activation of the valve. If line is "Design Specification for Light Metal Plate Connection Roof Trusses'4of the
Millwork areas shall be 2x4 studs unless noted otherwise. run to exterior, extend line concealed in walls to within 1 8" of finish grade & 1 connected, erected, used, cleaned, adjusted, operated and
7. Headers shall be sized by structural engineer to meet all local live&dead load ent,etc., nd shall prepare final drawings accordingly. Truss Plate Institute. Truss manufacturer shall provide engineering d*ign & conditioned as directed by the manufacturers, unless herein = "Mmi
requirements. Install minimum 2x4 liner under each end of all headers. Install 4. Install GFC1 outlets as required by applicable codes. These areas include terminate with 900 elbow pointed down. shop drawings which bear the seal of a registered engineer in the state 10 which specified to the contrary. Builder shall follow all instructions to
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1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions 2x6 over top plate of wall in walls parallel to framing above for sheetrock receptacles in a bathroom, kitchenette, or other area where running water is 15. Provide pressure reducing valve as required for proper operation of the system. work is to be performed. Shop drawings shall indicate the species, lizes & sustain and preserve all expressed or implied warranties and
are in question, the builder shall be responsible for obtaining clarification before blocking. Install minimum 3 studs @ beam bearing points unless noted present or areas exposed to t ie weather. Verify water pressure at meter to determine necessity of reducing valve. stress grades of lumber, metal connector plate sizes & types & bef ring &
continuing with construction. Builder shall verify all dimensions&conditions at 16. Seal to wall, floor or countertop around all fixtures with tub & tile sealant to I guarantees.
otherwise. 5. Install hardwired smoke clete.%tors with battery backup on all floors. Interconnect anchorage details. Truss manufacturer shall submit supporting tlesign 4. It is the builder's responsibility to check all plan dimensions &
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jobsite. 8. Exterior Wall sheathing shall be 1/2"CDX plywood sheathing. detectors so that all will sou id should one detector activate. Verify number of match color of fixture unless noted otherwise. documents which indicate loading, section modulus, assumed allowabl+tress, details for overall accuracy appropriate to the site & final
2. Field-verify all dimensions before beginning millwork fabrication. Verify all 9. Exterior Wall sheathing shall be wrapped in Tyvek Housewrap or equal. Install smoke detectors required 8L locations w/homeowner & code requirements. 17. Install shower heads 80"OC AFF @ wall penetration unless directed otherwise stress diagrams,calculations&any other required supporting informatior I which selection of masonry, floor joists, lumber, structural members,
kitchen equipment sizes w/homeowner before ordering cabinets. as per manufacturer's recommendations, making sure to achieve an airtight seal Detectors shall be installed in all sleeping areas just outside bedrooms as a by homeowner. is for file purposes only as the Architect shall not be responsible for cl I ecking veneer, roofing, etc. Names of materials & manufacturers
3. All cabinet dimensions shown on floor plans or elevations are to primary surface at the edges of the wrap&at all interior joints. minimum. . calculations. ! shown on these Plans do not represent any endorsement or
of cabinet. Countertops typically overhang these dimensions & kickspaces 6. Some equipment shown on other plans may require electrical service, such as Bath Accessories 7. Any hip or valley rafter over 28'long shall be Laminated Veneer Lumber. � recommendation by SANFORD DESIGN ASSOCIATES,r INC.
underhang them. water heaters, condensing Units, air-handling units, condensate pumps, etc. 8. Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood ted w/ 5. Final selections of materials to be used are the responsibility of
4. Provide pre-finished closures,trim or moldings as required to fit walls or furrings. I Finishes Electrician shall include electrical service to all such equipment. Coordinate with waterproof construction adhesive&screwed or nailed 12"OC to framing. the homeowner and/or builder, including, but not limited to
5. Builder shall provide adequate wood blocking in walls to secure millwork, other trades concerning item requiring electrical service. Coordinate service& 1, Bath accessories are generally not shown anywhere on plans, but should be 9. Hold roof deck panels apart as recommended by decking manufacturer. .. proper Installation of materials, nailing, gluing, caulking,
shelves,fixtures, mirrors,grab bars&toilet accessories as required to walls. 1. Wallboard&ceiling board shall be screw-attached 5/8"fire-rated gypsum board ampacity required, Provide oie duplex outlet&one light If unit Is In non-lit area Installed as noted below. Homeowner shall select accessories. 10. Hold roof deck panels away from itenis penetrating roof deck as recomri ended insulating, flashing, roofing, weatherproofing & many other
6. See Finish Schedule for wall, base,floor&other finishes. conforming to ASTM c36-64. Use of this material in lieu of standard 1/2"gypsum for every condensing unit & every air-handling unit as required by applicable 2. Install toilet paper holder 24"OC AFF&minimum 36"OC from wall behind toilet by roof deck manufacturer to allow for expansion&contraction of roof de, . small Items & details not necessarily indicated on the Plans
7. All materials shall be moisture-resistant in countertops w/sinks, lavatories or board will result in a stiffer,straighter,smoother wall at slightly elevated cost.All codes. Outlet shall be weatheimproof GFCI if unit is exposed to weather. (1 per toilet). Hip rafters, ridge boards, &valley rafters shall be one size larger than ra a * . over which SANFORD DESIGN ASSOCIATES,r INC. has no
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other plumbing. Plywood to be covered w/plastic laminate shall be cabinet-grade 7. Obtain name plate rating of all equipment before roughing in &provide wiring of 3. Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per 11. Purlins shall be 2x4s 16"OC. Provide 2x6 rafter ties at all locations whe . ceiling control or responsibility.
AA fir plywood. All totally concealed wood framing shall be#2 southern yellow details used in these drawings are based on 5/8"gypsum board. proper size, voltage &acity. Provide fused or non-fused disconnect switch bathtub). joists run perpendicular to rafters. it
pine. 2. Wallboard @ tile shall be equal to Georgia-Pacific Dens-Shield tile backer board. as required. 4. Install 24"towel bar outside tub or shower @ 48"OC AFF(1 per tub or shower). 6. These plans provide ideas & concepts & are not intended to be
8. Sections and details shown may not cover all cabinet conditions, but are 3. Wallboard @ damp areas shall be equal to screw-attached 5/8" moisture 5. Install soap dish @ 36"OC AFF(1 per lavatory). complete in all respects & details of weatherproofing. Use of a
resistant gypsum board @ all areas exposed to high humidity levels such as 8. Provide panelboards of proper voltage&acity for all electrical circuits. More Lighting potential variety of window or door brands & types & use of
intended instead to indicate the general design and character of the cabinets. In bathrooms. than one panel may be required due to number of circuits required. Provide a different materials & thicknesses can change details.
cases where no detail is shown, use most similar condition detailed and modify 4. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum minimum of 8 spare circuits. Additionally, varying codes & regulations, foundation Construction Set
for cabinet elevation shown. board edges shall have appropriate metal accessories. Sheetrock joint treatment 9. Verify service requirements with local power company including transformer Auxiliary Systems 1. Light fixtures shall be located as close as possible to locations show on this requirements & electrical & mechanical plans can also change
materials shall conform to ASTM c476-64.Tape all joints&apply 3 coats of joint locations & types, disconnects at exterior of building, voltages, ampacities & plan. Fixtures shall align with or center on each other or with jacent details.
compound. Sand between coats and after the final finish coat. other details of electrical construction. Size all feeders according to NEC architectural elements. Coordinate locations of light fixtures with HVA grilles 7. It is the builder's responsibility to assure that all work is in
Tile showers shall be constructed to at least the following minimum standard: requirements. 1. No alarm systems are shown. Verify alarm requirements with homeowner& so that they align with or are at least symmetrical with each other win there strict accordance with the latest edition of all applicable Project #:
5. Wall tile shall be installed over Georgia-Pacific Dens-Shield tile backer board or 10. Run all cable concealed in wells,ceilings or floors unless noted otherwise. install as required. may be conflicts. Grilles & registers shall be blocked as required so t t they National, State, and Local Building Codes. It is the builder's 14001
equal and shall be installed to an elevation of 72" or higher as required to 11. Support all fixtures&other items rigidly from structure of building. 2. Telephone outlets may not be shown. Verify telephone requirements with align with light fixtures. Light fixture & switch locations shall be rev wed & responsibility to assure that all work is in strict accordance
produce full (uncut) tile throughout the height of the wall. The floor shall be 12. GFCI receptacles may be la d out so that one GFCl receptacle protects other homeowner& install as required. Consider home-running all telephone cable approved by Owner or Interior Designer before installation of shestrock r other with the latest edition of all applicable Construction Standards. Date:
prepared by grouting to slope to drain over a waterproof membrane. Floor tile standard receptacles beyond it If there is at least one GFCl receptacle In a room (8-wire cable suggested)to a single telephone backboard located as directed by wall&ceiling finishes. 8. Names of materials & manufacturers shown on these Plans do 6/22/15
shall be laid diagonally. Small bullnose trim shall be used at all edges. Cove trim and if they can all be on the same circuit. homeowner as this will allow for much greater future telephone system flexibility, 2. Center items shown in ceiling areas unless noted otherwise. not represent any endorsement or recommendation by
shall be used at all interior comers. 13. Insulate&seal solidly behind receptacles In exterior walls. Including modem&telephone system capabilities. 3. Coffer dimensions are shown to face of framing unless noted otherwise. SANFORD DESIGN ASSOCIATES, INC. Final selections of Revised:
6. Remove all rust, grease&erection marks from surfaces to be painted. Fill and 14. Kitchen equipment service may not be shown on plan.Verify whether equipment 3. Computer outlets may not be shown.Verify computer network requirements with 4. Switches shall be located adjacent to but not intersecting door casing r trim. materials to be used are the responsibility of the homeowner
sand all woodwork with an appropriate filler before beginning work. Filler coats should be hardwired or requires an outlet&connect as required. Provide circuits homeowner& install as required. Consider installing all computer wiring in 3/4" Verify trim size &selection for each room. Grouped switches shil be anged and/or builder, including, but not limited to proper installation
shall be applied after the priming coats are dry on surfaces scheduled for sized as required for load. conduit for future upgrade purposes and homerun to a network backboard tight together&shall be covered with a single plate designed for that rpose. of materials, nailing, gluing, caulking, insulating, flashing, JUNE 22 2015
painting or enameling. Filler shall be tinted to match woodwork on all stained or installed as directed by the homeowner. Also consider installing CAT-5 cable if Switches shall typically be mounted 48"AFF to center of switch. roofing, weatherproofing & many other small items & details
natural-finish surfaces.All knots, pitch pockets&sap streaks shall be shellacked the house is being constructed on a speculative basis since this is the most 5. Support all fixtures rigidly from structure of building. not necessarily indicated on the Plans over which has no
before paint is applied. All finished surfaces shall be left smooth, even &free common network cable currently in use. 6. Verify device&plate colors with Owner or Interior Designer. control or responsibility. SANFORD DESIGN ASSOCIATES,,
from defects. Brushwork shall show even coatings free from brushmarks. Do not 4. Cable TV outlets may not be shown. Verify cable TV requirements with 7. Consult Owner&add exterior security lighting if required. Verify lightin type& INC. not be held liable for any errors, omissions, or
roll-apply any paint on trimwork or other wood.Trim shall be brush-applied only. homeowner&install as required. switching. deficiencies in any form by any party whatsoever for these Sheet
No paint shall be applied to wet or damp surfaces or until undercoat is dry. 8. Consult Owner& add landscaping lighting if required. Verify lightin type & various details.
� Coverage shall be complete so that no primer or substrate may be seen through Interior Dampproofing switching. Connect all exterior lighting to photocell control relays with ti eclock
override for time-controllable illumination during darkness. -1-1
the finish coat(s). 9. All fluorescent lamps shall be warm white deluxe. i
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1. Vapor barrier shall be installed under new wood flooring on existing slab&shall 10, All light bulbs shall be compact fluorescent bulbs. 4 Ao ,, i
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- be lapped 6"minimum at all joints. i
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THIRD (3RD) STREET
40' RIGFTOFWAY PAVEDPUBLICROAD
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Site Plan Notes I 1, nl--
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LOT 6, BLOCK 28 SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 51 1 1 All.. I
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PAGE 69 OF THE C RRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 1. This drawing is based on a boundary & topographic survey made by . 7,,q' .1 �- I A'- .1
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Boatwright Land Surveyors , INC. ofJacksonville Beach,March 6th 2014. .,,�- , 111111- . ,
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existing concrete wall ,- I., :.., .- - :.,. .- - :.,. .- .II, . .IIII, . .� . ., I-C I I � I
I . 3. . - . - . . . . . :. . �. . . . . 3. Contractor shall establish finish floor elevation. I I 11 ,�1,� .1 ���".
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*--,* * -C - , .-C . , . . Building layout dimensions are shown to outside face of foundation wall. I . �4�-
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.to bd CeTo v�h. , . . . . . . . . . , , ` * , ` , . . . . . I. 2911�311 +/-to existing house Curb & gutter dimensions are shown to back of curb unless noted .1 1.11 �
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FOUND 1/2" IRON .I. . . . . � . . . A-1 SET 1/2" IRON 5. Work shown is new unless specifically noted as existing. ;,-I
PIPE, NO CAP I . ..51. . . ..:.. . . .DI. . . I , . . ..D.. . . (131.20' PLAT) (131.21- FIELC) 131.27' (ACTUAL) silt fence around construction site PIPE, LB3672 6. The General Contractor shall verify all property lines, easements, i I I"I IIW� - IIII&NIIIII!
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I . . � . . DI . . - . . I L:&.--,+-5-- - - - - - J 1:- . . :- -kP , . Unless otherwise noted, project site considerations shall be the responsibility of the owner i
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. . . SET 1/211 IRON and/or contractor. Examples of such items include, but shall not be limited to, :
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I I i 011,I- - * ,4, - - --C I. , -4 . , .-C . . .-C . * .4 . " - ,� I i1c ., - - - , . ,-C . , - , / PIPE, LB3672 determination of grade elevations,drainage features,and special requirements associated
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I I F01"11r WAW I silt fence around construction site 130.56' (ACTUAL) (130.50- PLAT) (130.77' FIELD) silt fence around construction site L with FEMA flood hazard and/or DEP zones. i
FODF4T5 1/2" IRON : existing wood deck # �
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PIPE, LB1048 I to be removed I LOT 5 (g FOUND IIXII The contractor is responsible for the means and methods of construction. It is the 611-- I
. ; CUT(3.O' S'ly) contractor's sole responsibility to determine the procedure, sequence, and temporary
M - - - J bracing as to insure the safety of the building and its component parts during construction.
The contractor shall verify all conditions and dimensions at the job site prior to CM)
commencing work. CZ
The contractor shall supply, locate, and build into the work all inserts, anchors, angles, 1)
plates, openings, sleeves, hangers, slab depressions, or other components as may be
B/A 1 .1 1/8 11=I I required to attach and accommodate other work.
EXISTINGSITE PLAN It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The
design of the project structure assumes an allowable soil bearing capacity of 2000 psf. CM)
The Engineer shall be notified if soil conditions encountered differ from the noted 0 P*
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-, assumptions. All requirements for site preparation and soil compaction specified in the .4 +W)
soils report shall be followed unless more stringent requirements are specified in these
. plans. 9
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LOT 6, BLOCK 28 SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 51 ;W�
PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. +M)
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Copyright (02013 Starr Sanford
Design Associates, Inc. All rights
reserved. The design concepts,
drawings, written material, and
specifications of this document are
the pr?perty of Starr Sanford Design
Associates, Inc. No part of these
documents shall be copied,disclosed
to others, or reproduced in part or
whole in any form without the
written consent of Starr Sanford
Design Associates,Inc.Do not scale
drawings.Use given dimensions only.
If not shown, verify the correct
dimensions with Starr Sanford
Design Associates, Inc. Contractor
shall check and verify all dimensions
and conditions of the job site.
201-011 F- F-
71-911 5#-10" 61-5'r
z z z z
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1x8 horizo4l ODI CD1 to,
9 ro ni 36x8
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190-51# CMU ledge ---------
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&CEILING HEIGHTd-�
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24x8O 1 20 Construction Set
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S2.1) Guest
Quarters Project #:
%0
14001
7�-O
co Ln
combination smoke to Date:
te tor
Carbon Monoxide de 6/221/15
T -L-J --I-------- Revised:
A
2:28+8 DH
JUNE 22 2015
6 f-2 11 2:3;x80 10'-2" 3P-8r' X-0" 110" Y-0"
201-Opp 2 0"
Sheet
A2 . I
A/A2. 1 FIRST LEVEL FLOOR PLAN 600 SO FT 1/4 1 ' B/A2. I SECOND LEVEL FLOOR PLAN 570 SO FT 1/4"=1
MEN"
0 21 81 To, 12, 14 t6'
ridge cap 5-V metal roofing ridge cap 5-V metal roofing— 011 12 8
Jlk 81-1 1/8"2ND 8'-1 1/8ft 2ND FLOOR CEILING t-7 177 ! FLOOR CEILIN 61-9 1/4 HEAD HEIGHT 6-9 1/4n HEAD HEIGHT 6-9 1/4"HEAD HEIG 00010, ........... 12 T _T 2 8 8..............I........................................... V,28x48 D
----------- 000
. ........... 2:20x24 casement
2x4 handrail
110 1,21116 I0 17
dar shingle finish H to roof flashing
opyrig tarr an or
I . ................. 2013
000 D sign ssociates, Inc. All rights
iu e esign concepts,
gap
vertical 1x8 w
drawings, written material, and
---------- 1x6 bottom chord
T . ..................... specifications of this document are
91-5 7/8"2ND
91-5 7/8"2ND A�L_ the pr?perty of Starr Sanford Design
77=. FLOOR FF
FLOOR FF Associates, Inc. No part of these
---------------- i J documents shall be copied,disclosed
............ .........I ............... ... ....... Ll IL LT-LT-1 1 ...... to others, or reproduced in part or
............ whole in any form without the
.......... exposed rafters____,`�exposed rafters .............. 61-9 1/4"HEAD HEIGHT............. ........... wood brackets ............ ................ written consent of Starr Sanford wood brackets Desi*n Associates,Inc.Do not scale
-----------
T- 4.......... fdrawings.Use given dimensions only.
1x8 horizontal planking
71 If not shown, verify the correct handrail
.......... 24x42 DH tairs dimensions with Starr Sanford
s
Design Associates, Inc. Contractor
L! ! 4 shall check and verify all dimensions
32x8O ............. and conditions of the job site.
...........010 F- r Y ..........cedar shingle finish cedar shingle finish flaired cedar shingle base flaired cedar shingle base stucco covered CMU stucco covered CMU..........finished grade finished grade......... BEDROOM F IR FF AK
GARAGE FLQQ STEPS DOWNS"& ISLOPES 2"OUT TO DRIVEWAY A/A2. 1 . I GARAGE SOUTHELEVATION 114,11=1 ' B/A2. I . I GARAGENORTHELEVATION 1/4"--I ' C/A2. 1 . 1 GARAGE STREETELEVATION silt fence around construction site FOUND 1/2" IRON PIPE, LB1048
Z .........AIL 8'-1 1/8 2N D FLOOR CEILING 12 8 12 8 [ 77 open wood stairs EDGE OR ROOr Do lot Off n Ar Ar Ar Ar AW �W P Ar Ar Ar Ar Ar Ar mparkingw _AF1rW-Ar.1 I �r AP,.W W W F W r A F 31-01' 11-3 31-4' ICr 91-5 7/8 2ND FLOOR FF floor framing as per LU manufacturer or Engineer UJ +=
0 all Ln 0% It-400 N open cell pavers Do GARAGE' U
co
edge of turn down slab beyond 0 GARAGE FLOOR FF 801 UJ 0 <
71 2W-0" w 1W�w 1W 1W AW AW rkingAW 4W AW JW 1W JW W AW AP JW JW AP�Wl AV 4r�r co
1/4 1=1 1 >_
D/A2.1 . 1 UARAGEBuILDING SECTION <
UJ
U U.
Gul QUARTE;At UJ r to
LU combination smoke detecto ip Carbon Monoxide detecto ................ Construction Set
—EDQE R OOP-_ Project #:
1 400 1
Date:
6/22-11 5
Revised:
JUNE 22 20 1 5
I )o Restroo, Sheet
silt fence around construction site FOUND 1/2" IRON
PIPE, NO CAP A2 1 1
5-V met
VA2. I . I SITE PLAN 1/411=1 1
21 16'
7_-
bulb ridge cap cut into"eagle's beak"shape
and
metal drip edge flashing(see Specifications) heathe entire house in 1/2"plywood Note:This detail is general in natur, align rafters either side of ridge and provide
as shown(w/heinmed edges)
bent as shown(run flashing up as shown tack upper level studs over lower level studs may not represent exact configurations of 5V metal roofing(see Specs for size,type rafter ridge straps at every rafter to meet or
so that wind strapping ties this project. Its purpose is to illustrate the
under roofing felt studs together &exposure)over 30 lb roofing felt over exceed all wind load requirements,and
install I-1/4"wind strapping 3 2"OC (every various components and their relationships. requirements of local authorities
roof decking over roof framing(see other
determine end lap to meet or exceed all
frarning and rake trim shown elsewhere; shown here w/wall sections&other details.
other stud W/10D nails;engineer to Confirm configurations&dimensions not . . : . ROOF PLANNOTES
Drawings&Specs)
composite 5V baffle/seal adhered to 5V
only flashing and decking are detailed wind load requirements,and requirements Consult Architect if there are any questions
-Ventabove
roofing and to Core Do not scale Drawings. Use only dimensions shown on drawings. If dimensions
here of local authorities concerning this situation.
Core-Vent or equal air vent condi ii
are in question, the roofer shall be responsible for obtaining clarification before
except within 24"of end of ridge,w] !re
it shall be replaced with 3/4"x 3-1/2 continuing with construction. Builder shall verify all dimensions&conditions at
....................
solid weatherproof material such as jobsite.
cellular PVC that does not react with
2. See Floor Plan for building dimensions.
roofing material
blocking to match wall stud thickness 4" A
hold roof deck,rc 3. Begin metal roofing w/full panel at most visible edge of roof unless seams are
above roof surface for attachment :)f
sheathing&step flashing minimum clear air space shown on elevations to align with exposed rafter tails or dentils below,in which
5-v crimp metal roofing turned up behind ---- -- kkN case roof panel installation shall conform with elevations. Begin shingle roofing
sheathing 6"minimum to self-flash w/fiifl shingle at most visible edge of roof
roofing felt 0ap,joints 2 Minimum LS Roof penetrations are permitted only in the areas noted. Route all vents,
N 0 r roof dec 4- exhausts,flues&other penetrations to these areas&terminate as per code.
All roofing and roofing details shall be installed in strict accordance with industry Copyright @2013 Starr Sanford
Z standards and manufacturer's instructions. No work shall conflict with the Design Associates, Inc. All rights
reserved. The design concepts,
manufacturees guarantee or warranty. drawings, written material, and
Z 6. Provide flashing as per details or as per SNUCNA if no details are shown where specifications of this document are
the property of Starr Sanford Design
roof pitch changes or where roofing intersects with vertical surfaces. Associates, Inc. No part of these
Ir
7- Hold downspouts tight against walls. documents shall be copied,disclosed
4 to others, or reproduced in part or
8. The installation sub:ontractor sliall be fiilly responsible for all roofing work.
9. All slopes are indicated on the Drawings. whole in any form without the
written consent of Starr Sanford
IL Io. Paint all roof mounted accessories to match roof color selected by homeowner. Design Associates,Inc.Do not scale
I I I. All exhaust fan,vent,flue&stack openings are to be cut&sealed by builder. drawings.Use given dimensions only.
0 If not shown, verify the correct
Z 12. Roof vent terminals shall be 1.2' away from and 2! above any air intake, door or dimensions with Starr Sanford
2"CLE�7 timum 6" window, 18" away from any vertical wall extending above roof vent, and not Design Associates, Inc. Contractor
---------------- below any roof eave, or as required by local codes. shall check and verify all dimensions
I ------------- L and conditions of the job site.
AWK*Q
I EAVEFLASHINGDETAIL STRAPPING @ INTERMEDIATEFLOORS 13/4"1
A2.2 5-VCRImP F LASHING@ FRAME WALL RIDGE CAP DETAIL ON5VROOFING RIDGE STRAPPINGDETAIL DRAFTSTOPPINGNOTES
metal rake flashing(see Specifications) Note:stack rafters over wall studs so that finished wall over exterior sheathin over L Draftstopping shall be installed in attics, overhangs&similar concealed spaces so
bent as shown(run flashing under roofing loads are closely transferred as shown. wall as detailed elsewhere
felt over PT 1x8 install hurricane clip to tie every rafter to metal base flashing shaped as show that the area between draft stops does not exceed 3,000 SF.
framing and rake trim shown elsewhere; double top plate and another clip to tie top installed w/continuous cleat so thi t there 2. Draft stop materials shall be not less than 5/8" gypsum board. Draft stop material
FLASHINGNOTES VENTILATIONNOTES
only fla hing and decking are detaile plate to every stud;engineer to are no exposed fasteners shall be adequately supported.
determine clip specification to meet or Any openings in the draft stop partition such as access doors shall be protected
exceed all wind load requirements,and 3.
I. Install all exposed flashing w/concealed cleats. Surface fasteners of any type are L All attics, crawl spaces & other concealed areas shall be ventilated as per local by self-closing doors.
ents of local authorities,but in no
unacceptable. building codes.
case sh;dl clip be less than Simpson H8
4- Required ventilation of concealed attic spaces shall be maintained.
2. Base flashing shall be 2 ounce copper-fabric flashing equal. to AFCO. Base 2. Soffit vent shall be equal to Air Vent 2"continuous aluminum soffit vent.
flashing shall run up 6"rniniinum behind sheathing when installed at wood floor 3. Ridge vent shall be Air Vent Ridge Univent (absolutely no substitutions).
system or shall offset up i brick course minimum if installed at CMU backup. Terminate ridge vent w/manufacturer's standard end cap 12"from end of ridge.
3. Window& door head flashing shall be 2,ounce copper-fabric flashing equal to Cut roof deck back to provide air passage as recommended by manufacturer. ROOFFRAMINGNOTES
AFCO @ brick veneer or sliall be either 16 ounce copper or oig factory 4. Homeowner shall select color.
J pre-primed aluminum break metal at homeowner's option for any other Crawl space ventilation shall be decorative grilles as shown on elevations if 1. All structural members shall be sized to carry all imposed loads by a structural
non-masonry wall finish. shown w/insect screen on inside or shall be 8" x 16" manually operated painted
-O� ON Eave & rake flashing shall either 16 ounce copper or oig factory pre-primed metal vents if not shown. engineer or other individual acceptable to state&local authorities.
4- S.
aluminum break metal at homeowner's option. All roof edge flashing shall Provide insulation baffles at ventilated eaves as required to assure minimum 0 2. Roof deck shall be 5/8"Exposure i T&G Sturd-l-Floor plywood.
extend io" minimum behind roofing felt or other roofing material. Verify that clear air space at bottom of roof deck. 3. Hold roof deck panels apart as recommended by decking manufacturer.
flashing runs not only under roofing material, but also under sub-roofing 4- Hold roof deck panels away from items penetrating roof deck as recommended
...... material such as roofing felt. Eave flashing at gutters shall extend to cover back by roof deck manufacturer to allow for expansion&contraction of roof deck.
leg of gutter,but shall terminate above rim of gutter. 5. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters.
5. Chimney & cricket flashing shall be 16 ounce copper flashing (no exceptions Purlins sliall be 2x4s 16" 0C. Provide 2x6 rafter ties at all locations where
unless roofing is metal, in which case flashing shall match roofing material). ceiling joists run perpendicular to rafters. Any hip or valley rafter over28'long CZ
Install pan flashing at chimney which extends from outside face of chimney to shall be Laminated Veneer Lumber.
inside of clay tile flue liner. Turn flashing up 1/2" inside flue liner. Install 16 6. See Wall Sections for exact configuration of framing members at exterior walls.
ounce copper step flashing under chimney cap flashing. Pan flashing shall overlap
step flashing 6"minimum. Tie masonry chimney to roof frarning immediately
below flashing w/rigid metal straps (minimum I each side of chimney). Crickets cv�
shall be installed on high side of all chimneys or other roof penetrations
exceeding 36" in width. Cricket flashing shall be installed over plywood roof
deck backing. Crickets shall slope 3/12minimum.
A 6. Valley flashing shall be either 16 ounce copper or oig factory pre-primed
7 1/2
A2.2 RAKEFLASHINGDETAIL I 1.01t RAFTER-WALL STRAPPING Roof to Wall Flashing Detail aluminum break metal at homeowner's option 12" wide minimum centered in
valleys.Lap joints 12"minimum.
7. Guttexs shall be 16 ounce copper or factory pre-primed .032aluminum ready for
finish painting. (See Drawings for gutter size and shape). The back leg of all
Note:Details of the door or Note:Details of the door or Note: This detail is typical in nature,and is gutters shall extend i"minimum above front rim. Gutters shall be hung with
wiftelokimp-itre net 9howit here. mduclouta=not shown bere intended to outline the general procedures
The intent of this drawing is The intent of this drawing is for flashing&jamb-wrapping doors& matclihW metal strips which are attached under shingles. Penetrations of back of
e arc FO
only to illustrate exterior only to illustrate exterior windows.Opening sizes shown her gutter or of eave flashing shall not be permitted.
trimwork.Consult Architect if trimwork. Consult Architect if purely schematic.See Floor Plans�tnd/or `�l
8. Downspouts shall be 0 ounce copper or factory pre-primed .032aluminum
there are any questions there are any questions Door&Window Schedules&Ele�ations
these eenditietts. callrerning these randitintis for sizes of openings.See Wall Seltions for ready for finish painting. (See Drawings for downspout size and shape).
wall as det;lled elsewhere(see thickness of wall. Downspouts shall be attached to wall w/matching metal strips which are
wall as detailed elsewhere(see
schedules,details&specs) schedules,details&specs) attached to wall behind downspouts.
door head flashing run up 6" dow head flashing run up 6" Step 1: Extend sill flashing 6 minmum E
and out over drip cap as shown and out over drip cap as shown each side of opening or 2"past edge of
jamb casings(if larger than 6")fo-wood
I H11111111 openings&wrap up over sub-sill
Step 2: Extend 10 mil vinyl jamb Wrap r
611 minimum each side of opening
seal these locations thoroughly with 8112 8112
exterior sealant
cut jamb wrap at angle as shown w iere Q D
wrap meets sill&extend over sill N
�2.1. \�A
< flashing as shown
W r
> Note:Vinyl jamb wrap is not show i on
W door&window details for clarity but -------------
should be installed on all exterior
openings as shown here.
Step 3: Install head flashing overjamb
flashing&extend head flashing 6"
R EAL minimum each side of opening
Note:Head flashing should be run up
behind wall sheathing whenever 01
possible.
71 L--------
AM" r rVA"=n 00
13 DOORHEAD & JAMB SECTION/ELEVATION WINDow HEAD & JAMB Opening Flashing Detail ==
A2.2 A
00 00P
LV
Construction Set
11�20 8112 8112
�SZI Project #:
0,v
14001
..............
thr 01
Date:
11 flashing as shown
both sides;e.Atend 6/22/15
2j- V 3 @joint
'---,wall below---
Revised:
Irv-
0, .010.,
0-
ht
K� Sheet
ew, ch"
.. ... -1"REMEAL
4
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t in ow s w adhe ed 5V
g and decking a e deta led e t b.v
01, _n a e
�r vent continuous
end 0, dg where
DOOR SILL & JAMB SECTION/ELEVATION WINDOW JAMB & SILL SECTION/ELEV. ROOF PLAN
A/A2.2 1/411=1 1
20 80 x6'
-
i
.�, �
11 I .
,
I � .1
. FRAMINGNOTES I'l- ,4�
,
Cut minimum I I/2"deep control joi t at " � .
:� I �I ��
in .11
�, -
,". � ��
I
� I ,��
locations shown on Foundation Plan or . I....���I
.. I
Wall Material Key I � I �111.. ,..�
elsewhere;begin cut as soon as finishers ': �;A
,:,qm ... ,�
"�., "I
1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions ,,11,�.A ..
"",� .
1111�..�
".
".�-
1�111
�
.4
- have completed finishing immediate 11 ��__I,
1 1 -
are in question, the framer shall be responsible for obtaining clarification before I _A-_". I.
I
"', , I`I
�
area of slab,but in no case more than 8 1 �....... ,11 �
-111, ':
�11 - 1,
� I'll I 1-111��� -
hours after pouring concrete(fill joint continuing with construction. Builder shall verify all dimensions &conditions at 11 �� ''I I 11 11� I....I
I 11
, I
w/sealer in exposed areas w/Shore I I 11 1.111, I � I � I��.I,.;1,1,
jobsite. . 8"CMU wall I - �I . �
,
I
I hardness>86) I - � . -
I �",�
1
2. All structural information shown is for reference purposes only. Builder shall I I I I I I i
I I
I I .1 I �
concrete slab on 6 nifl poly VB on 4" 1 1 �
I
I
gravel drainage fill on compacted earth have a local licensed structural engineer review actual site conditions&design all [--",---L- nonbearing wall above ��,I 11�1 I I 11 �
�, � , �
(see slab reinforcement information else- structural elements such as framing, footings, foundation walls & slabs. Their ''I I'll,-11,
. ,
I .
-
where) "',I Ile . I I I I 1,1�
", ,�11.� "11,1,
, 1,,,�,.
"I I 1",
design must take into account locally-required live loads, wood species, and " -
e
� types ofjoists and rafters (dimensional lumber, LVL, metal- or plywood-web r-----::::-':3 bearing wall above -_ I 12�111110 ---
I truss-joists, etc.,) any of which may vary with your locality, contractor, and k1famic 0 Ca.ribb,-'all . hwifig.
I I building material supplier.
I n ��-- .
1 3. Wood framing & blocking shall be white pine, spruce, or fir, stud grade or -- girder
7 -
I P I.* . &- .1, I - - . P .., I.;�_ ; I I better for 2X4 or 2x6 wall studs, #2 KD southern yellow pine or better for all ,t,tr1-4m1.M�f,1411-.,i,, i-19117
I I..A ._.. . . . ...6 I., a I . ...LA .... . . - . .I I IW. other sizes &locations. All framing&blocking lumber shall be kiln-dried to a . gmvqml �91)1,20f
.� - . o . 49P.- 0 _* joist Copyright @2013 Starr Sanford
0
. III.01 io.: OW.* 101'. 4F 0 :00 11 moisture content of i9%or better. All wood in contact w/concrete, earth,
,-;1. .....4; l.l... Design Associates, Inc. All rights
..
"--;,;:;;.-;7:77T...�..i:;:.....i:;:..-.--.-.iii:i-.-..-..i:a:oo;".-.1:$:om*'.-.I:m:a.... ;:;-----;I.* `.. -pres e rvative-treated with a
� M. rm a..I masonry, or in a moist location shall be pressure
*1 11
1:
-... -:;::.....4:I:.-....4:I:-...4: .r...4:,:r...4:I:-I---;:I:-I I--4:a:_...4:I:._...4:I:._...4:I: reserved. The design concepts,
- I. . . . ------- header drawings, written material, and
.....:L...:.-.....-...:......-....... .-..........-...:......-...:......-...:......-...:......-...:......-...:......-...:
..:.
..... I. .. . .:. water-bome preservative applied by vacuum process in closed cylinder&shall
:;: .-..i;:.
,I". ....... .I.. ...I.. ....III. ....I.. ....I.. ....III ....I.......
..,;!:".:,.,3. ...:--i'---'--.:...3.;.-:-.:..3;:,.:.,.:,.i; .-.---i;:;:.-.---i;:;:...:.-i;--:.-.-..Ili;:;:... 'fi ' s of this document are
I!,1!I.....1!!;!.......-
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*.'I Ill.l.1"Ll I I-.-..:,,!'I%-
, - ` - ". .;..:.!I I'..-;..:,!I`'..-;..:I!I*I------ be kiln-dried after treating. Wood blocking shall be solid & shall match the
",r,, :.r;--.--r.-- I- -,,--r-- 4;-:--r- .;. ...;Et-"m M,,.,..,.!;M.,..-,.!.n-I..;.:-.
....; . I;M..I.H. I.: ; the pr?perty of Starr Sanford Design
.Iln, ,.,;,, ... , . . . I;n.I I . I.: . ..: . I.:
.:...-:1:!:::..j1..:.....1 .:::.,.,.:I:!-.,..".".: ........ ........ ........ ........ ........ ":
:.-..-- 11 :1 L....1: depth of the primary framing members. Provide blocking in wall tot secure
. . . : I'-9:
I :I:......4:I:r...4:I:_...4:I:-.4:I:--4:I:-...4:,:.-l:I:--4:I:.----4:;:.---- Associates, Inc. No part of these
. . I. .. . 1. :
.......7L...:.-.....-...:......-...:......-...:..I
....... ...1*.:..i;:''.:..i''*, ..:11:"".-�Il--r------.-:--r------r:--:--...--.-:--.--...Il Il...--.-:--.--...
.3!;1:*.:*.1,;.... ....'.... ....,;!:.,.-.,.,!!;!:.".:.!,;!:".:.*!!;,:.,.-.*.,!,;I:*.-.,.,3,;!:,.:,.,!,;!:.,.:,.*!.,;!:,:,.,. mounted millwork shelves, fixtures, mirrors, toilet accessories & other items documents shall be copied,disclosed
--:-"*I......Of"!......1!1;!......'!.,;!......#!!"..-;..:,!,"..-...:,!.",-.-..:,!!*'-.-..:I!.''1-.--.:1!1'1-.--.:8.1!'LI- I Wood Header Schedule
'"' - " ' I .. , I; I; " I; .; .. - to others, or reproduced *in part or
.r I..,.:.-r,;- --;-:--r-- -.-;-:--r-- -.-r,--r--1-- I -.1.1".. ..,.,..;..;M.,-'.,:..,mIll..;iml!;M.1..;.:.
I . . Il M . : I I.: . . requiring a permanent attachment to the wall.
;:::::..-.11-::::`."1 1:,:::.*.,.:I:!:::.,":I:!:*"..*.. ........1im'.. ........ ........ ..:...*,:Ii! I whole in any form wit hout the
. A, -
:.--4:,:.-...4:;:.-....;:a:- " . ...... ;:1-1:7":I:.-I: 4- Interior walls shall be 2X4 studs (3 i12," thick) &exterior walls shall be 2X4 studs ues below are valid for,b?8diFg widths to 32 ling#2 Sol
I. I- 4:,:.----4:#:r...4:I:.--4:I:r...4:#:.-...4: :. " . ". . . lerD
-...:...."-...:......-..........-...:......-...:......-...:......-...:......-...:......:.........:IIIIIII....... . .... , �ye w pine
........ . . . ..:.:. HeadeAlize Su orting Roo n y IA1 written consent of Starr Sanford
....... ... . ..... ..... ..... ..... ..... -;:,: I, . pp upporting oo +i oor
1!;1:".:,.,3,;!:1._..*3.III- ....1.
.1,;!:.,.:*.*3 I;!:".:'."3.,;!:.,.-.'.*3,;!:.,.-.'.'3!;.1 7.:., ..:-,i;I,:.,.:,.,3-;,:.,.:,.,3!;!:.,.:,.*.
`.:-!.,;!......1.1.0;!.......O.U.....,I I I Il I I%-..:I!.,"I-.-..:I!I'I......:.I.1,I-Il..:,!I,I--...:,!I'I..... (3 i/2" thick) unless noted otherwise. Exterior walls of garages & other V I-87' 'A I-0" Design Associates,Inc.Do not scale
I I;!I......!I`I III.;.:-- 2:2XA S -,
I . .; I; . I; I - drawinim Use eiven dimensions only.
I`
r-- -.-;-:--r-- -.-;-:--r-- -.-;-:--r-- -.-,-:--r--I. rn M.,.;,I.!.n'.I.-Im;n""I"Mi mll..M-Ill."n,n- : I I If
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;:::.:I:!.::.":1:!.::.,*:I:!:::.*":I:!:::.-:I:.:...--' . .j ..:..... .:..:*, 1:, unheated areas shall be 2X4 studs unless noted otherwise. -
- 7 -
:.....-:,::...':#:.......":.:'_..7!:,:*_'...-:.:._..`l_::;:------ 'I"' . --4---9' If not_showr�, verify the correct
_"""""�� . . I I . . I ...4:l:----4:s:.-- -4:1:----4:1:
r, -- ..._7L...:_..._:L.I.:.....:L.I.:.....n....:I 2:2X8'S i;-7 e- 11
.,.....:L...:.-....:L...:.-....:L...:.- ` .... -...:-.....-...:......-...:......-...: 5. Headers shall be sized by local architect or engineer to meet all local live&dead. 3
..... ....: ..... ..... ..:.. ;:;:.-.. I I '" I
5-v crimp metal roofing over roofing felt �A2,2) ..1 -.:--i;:;:.-.--J;:;: ;:;: ,: - dimensions with Starr Sanford
....;!:.,.-!.,;!.. _.I.. .....I..--i -.-J. I -.-..i;,,;:. .J;:1;:.-.:-.-i.1....I 2:2XI 2
. .. .......I.....M!;1:".:,.*3,;!:. .. .;... .....I—.: CIS .8 -6"
over plywood roof deck over 2x8 rafters 111_� ,!.,;!......1!1;!I......!,;!--''',!._..,I, 1. 11*1......,!,;!......I I.,,I......1!"!I.....I I a I I...... -7--
`.: *J, 7."*JI.h-@--r- - I.1. 1!.,`I-.. load requirements. Install minimum 2X4 liner under each end of all headers. - I " -o" Design Associates, Inc. Contractor
-I I , '-;-:--r--1--;-:rr Ilrr;Il- -.-;-,-- I 01-TQ R1
-v roof r-- -.-;-:--r-- -.-;-:--r-- -.-;-,,--r I- -Irr. I.... . ..;.1..r..1.
.r. . . I . 2*2YT 2.q
(align rafters&5 Ing seams) , . I ;I . .I
;:::.*,:I:!:::.-:I:!:::.*":I:!: '......: I.V. : V. :
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:--..-- - .:::,-":Ii.i....M. : 1:, :-I I,":::,":1:!::::- 1:,:::.,*:I:!:::.*,:I:! Install 2x6 over top plate of wall in walls parallel to fram ing above for sheetrock shall check and verify all dimensions
&II&L - 7" :.:........;:I:*_"..",:I:*_'..'":;:"-.."':I:L...":I:......":I:'-..":a:
I :1::...."!:1:" ".4:I:.." . -1 III III " " -1 All structural information shown is for reference purposes only. Builder shall have a
� 466l, ^_ P,,.!,6,!7 ......!.!T"�.....�.-..-.-..........-..........-....�..T!.L.!.....�..t.!..-..........-..........-..........-..........-.... and conditions of the job site.
- � , - . 2.. . . I .. :. :. I. :. I. .
5-v crirnp metal roofing over roofing felt - - blocking. Install minimum 3 studs @ beam bearing points unless noted local licensed structural engineer review actual site conditions &design all framing
over plywood roof deck over 2x8 rafters I
(align rafters&5-v roofing seams) otherwise. elements, including wood headers. Engineers design must take into account
1 2 1 11 CONTROL JOINTDETAIL 6. Provide full solid stud bearing from all beam, girder or header end conditions to locally-required live loads,wood species,and types of headers(dimensional lumber,
. I I i I solid foundation condition below. LVL, metal-or plywood-web truss-joists, etc.,)any of which may vary with your
7. Roof trusses shall be designed, fabricated & erected in accordance w/the locality,contractor,and building material supplier.
1x6 T&G where exposed I Consult Architect if there are any question "Design Specification for Light Metal Plate Connection Roof Trusses4 of the I
rake flashing over PT 1x4 edge strio _______� IV concerning this situation. I 1, 1, Truss Plate Institute. Truss manufacturer i shall provide engineering design &
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. , shop drawings which bear the seal of a registered engineer in the state in which
- Ir Foundation Plan Notes I J . ,
cedar shingle siding over sheathing over 12 cedar shirle siding as detaided elsewhere work is to be performed. Shop drawings shall indicate the species, sizes&stress
wall as detailed elsewhere wfinterlor finish < CONCRETENOTES
,
&insulation 1 2 �/ee sche ules,deails&specifications)ovir 0 grades of lumber, metal connector plate sizes & types &bearing& anchorage
D9 � I a A2.2 1. Do not scale Drawings. Use only dimensions shown on drawings. If 2ti plywood sheathing over 2x6.stud CY
§ dimensions are in question the roofer shall be res onsible for obtaining wall w/interior insulation&interior I W details. Truss manufacturer shall also submit supporting design documents which
I N . ). finishes as shown elsewhere 1. All structural information is for reference purposes only. Builder shall have a
clarification before continuine with construction.Tuilder shall verify all 11 indicate loading, section modulus, assumed allowable stress, stress diagrams,
"..'s flared shingle siding over sheat ing over w local licensed structural engineer review actual site conditions & design all
7 dimensions&conditions at jobsite. as deuAel elsewhere , 11 J calculations &any other required supporting information. This information is structural elements such as footings,foundation waUs&slabs.
A2, 2. All structural information s own is for reference purposes only. Builder -------_a" < for file purposes only; the Architect shall not be responsible for checking . I
shall have a local licensed structural engineer review actual site conditions& 0 2. Do not load concrete prior to curing.
a calculations.
< > I design all structural elements sach as f6otings, foundation walls&slabs. W 8. 3. Tool all slab control joints while finishing concrete or saw-cut slab control joints
�.� � Stair stringers shall be 2XI2. Install intermediate stringer for stairs over 30"wide
. M > 1 3- Builder shall inspect site & excavated conditions prior to beginning Iz- immediately after finishing as shown, or if not shown, in approximately square
< unless sub-risers cut from solid 2x8s and sub-treads cut from solid 2X12s are
a > foundation construction. Builder shall notify homeowner and/or local ice&Water Shield or equal Ri areas not to exceed i 6'in any dimension.
Z DI 14 1 �) I licensed structural engineer oi any non-typical conditions concerning soils, 1/2"plywood spacer < A e4 used, in which case no intermediate stringers are required unless stairs are more 4- No concrete shall be poured subject to freezing conditions or on frozen ground.
1x6 T&G where exposed------------------ � ground water or any other issue which may require additional or special D U) than 6o"wide.
, 0 I CY -1
W N 1 4- en i design. 5. Footing reinforcing shall be new billet steel conforming to ASTM-A6i5 grade
_� E eave flashing over PT lx4 edge strlp-_!.� Ifineering W N 9. Install double floor joists under walls parallel to joists. Install solid bridging
I A dimensions are to outside face of CMU walls, center of CMU piers & �, between floor joists under walls perpendicular to joists. Provide X or solid 60.Minimum concrete cover shall be 3".
> * cedar shingle siding over sheathing over :_ 5- centerline of thickened slabs utiless noted otherwise. 6. Floor slabs shall be minimum 4"thick, installed over 6 mil poly vapor barrier
"'l- 1- I
-
I--,- X wall as detailed elsewhere wlinterior finish 0 Stepping of continuous foundation is not shown. Verify steps w/site it _J bracing at 8'-o" maximum for floor joists. Double header joists and trimmers @ I
`� a &insulation �, - 1/2 plywood shingle backer strip over 4" crushed stone drainage fill over compacted earth. Reinforce with
_� I 1*�_ I < 611%
1_1�_ rd _� 6. conditions so that foundatic n has a minimum Of I2"cover below finish blocking cut from PT 2x4 3 all floor openings where joists terminate. Install all bridging and permanently c4m
1_� X -1ll- 6x6-io/io welded wire mesh. Floor slab finish shall be smooth, finished w/a
1�__ _`1_ 11-30 rade. a fasten joists into place before applying any loads.
�.� -I,- CMU wall as detailed W steel trowel to produce a dense surface free of blemishes including trowel marks.
. D-� guilder shall review all floor finishes selected and shall adjust slab or elsewhere I IO. Provide double 2x8 strongback @ midspan of ceiling joist spans over io'long.
> * O.- 7- subfloor levels so that there is a smooth & level transition between all I I I. Hip rafters, ridge boards & valley rafters shall be one size larger than rafters. Floor slabs shall be flat unless shown sloping to floor drains or garage doors, in C)
I,- _11-` -N- -1
1 ad*acent dissimilar floor finish materials. J which case slope shall be smooth & even. Reinforce all openings in floor slab 40 M
-N-1 __16, * < Purlins shall be the same size as rafters. Provide 2x6 rafter ties at all locations w/2
< __� A?i areas within the perimeter of the foundation shall be treated to larger than I2" in any direction s bars at all sides of the opening. Extend
�� --I- :3
_N� ,._� eliminate the possibility of termite infestation.Verify actual soil conditions - - G where ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' bars 24"past comers of opening. 1)
-.-I- > & coordinate exact treatmer t that will ensure a long-lasting & effective W long shall be Laminated Veneer Lumber.
N1- ___ 1 7. Builder shall coordinate w/all trades the installation of all items to be imbedded
Z ,._� , _�_ I2.
N� _,,- i application. ___� Floor decking shall be 3/41'Exposure i tongue&groove Sturd-I-Floor plywood
< ll_� _1�1_ in concrete.
I-,,- _-.�_ ____ glued w/waterproof construction adhesive&screwed i2"OC to framing.
"� _,� 31.0" �_ 8 stucco wall as detailed _
�..� r8 < -I,,- elsewhere(see schedules, I3.
�,�.2 ll_�' I"...� A2.2 Wall sheathing shall be i/2" CDX plywood sheathing. Sheathing shall soan over
1_�
::� ."�� _� details&specifications)on .-..- 5" all plates&headers&shall be adequately nailed to create a diaphragm wall. CM)
plywood floor deck on floor joists(see Floor CMU wall w/interior finish - - - - 11 I * rwo
- plywood floor deck on floor joists(see Floor I as&tailed elsewhere I4. Wall sheathing shall be wrapped in Tyvek Housewrap or equal. Install as per
Framing Plan)w1band joist at perimeter Framing Plan)w1band joist at perimeter I 1%11 +=)
�_l I I I Kzi I J I . I manufacturer's recommendations, making sure to achieve an airtight seal at the
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- __ __ I I - - - - - J I - *AWN"0 � 9
11 10 SHINGLE WALL SECTION 1 1/2 is. Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood Oued w/ .
Al , Aq S2.1 I -010 r CZ
.
. ,- waterproof construction adhesive &screwed or nailed i2"OC to f aming.
If I , -_ 17 I . i6. All dimensions are to center of beam or joist unless noted otherwise. I cm "ME4
;_ ;_ - I7. Plywood decks shall bear uniformly along the top chords of the joists. � +0)
) ) � i 8. Hold floor decking panels apart as recommended by decking manufactur
Ir 40
___-1 . __1 I
. I. I- , ig. Hold floor deck panels away from items penetrating floor deck as recollended
sheetrock ceiling attached to floor framing sheetrock ceiling attached to floor framingi . _",S%-� I by floor deck manufacturer to allow for expansion&contraction of floor��eck. Cn +M)
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Wall-washer recessed compact fluorescent bulb light.
Electrical Plan Key
3"
Note:Locate transformers for puck ligh ts at Note:All cover plates shall be jumbo size.
back of bottom shelf of wall cabinets in 'See details for size of casing for each room.
ELECTRICAL PLANNOTES locations that will not be readily visible -It shall be the electrical contractor's
during normal use of the kitchen. In responsibility to coordinate casing sizes with Large pendant ceiling fixture.
i5a125v 3 wire single pole w/ground duplex wall outlet equal
particular,do NOT place transformer ill Other trades. _J
Do not scale Drawings. Use only dimensions shown on drawings. If dimensions wall cabinets with glass doors. thermostat(where applicable) to Hubbell*5z52.
are in question, the electrician shall be responsible for obtaining clarification low-voltage puck lights located as switch(see plans for type)
shown on plans door casing.
before continuing with construction. Builder shall verify all dimensions & Wiremold Plugmold V20GB-series nor-
conditions at jobsite. metallic multiple outlet strips or equal 15a x25Y duplex GFCI wall outlet equal to Leviton
rs under all wall cabinets or as shown on #8oi-6599i.
2. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breake
disconnects, accessories, etc. for complete installation whether or not every item plan(all outlet strips shall be protected Small pendant ceiling fixture.
by GFCI outlet upline of outlet strips in
is shown or specified. circuit as recommended by GFCI out]et 2oa 125V 3 wire single pole w/ground duplex wall outlet equal
3. These drawings are intended as general guidelines for purposes of establishing manufacturer's instructions;mount GUCI to Hubbell#5362served by dedicated zoa circuit.
certain minimum criteria, & do not necessarily represent the final layout, outlet under counter @ end of outlet Wall fixture.
arrangement, size,brand name, capacity or other characteristic of the engineered strip if no other outlets shown on plan
system. System shall be designed in accordance with all applicable codes, are available to protect outlet strip) ----------------- Split-wired i5a125,v duplex wall outlet.
standards &requirements of local utility officials. Deviations from the concepts Exposed strip fluorescent ceiling light. tllrl�slil,lfi,nh If-igil.co loll
shown on these Drawings should be supported by design calculations. Design Copyright @2013 Starr Sanford
engineer shall prepare calculations for loading & equipment sizing, accessory il a125v 3 wire single pole w/ground duplex floor outlet in Design Associates, Inc. All rights
arrangement, etc.,and shall prepare final.drawings accordingly. flush brass floor box. reserved. The design concepts,
dra * ial, and
wings, written mater
4- Install GFCI outlets as required by applicable codes. These areas include Ceiling fan.See schedule for indication of whether fan specifications of this document are
receptacles in a bathroom, kitchenette, or other area where running water is ---------- includes lights. the property of Staff Sanford Design
- - ------------ 15a 125-277V single pole switch equal to Hubbell#i2oi. Associates, Inc, No part of these
present or areas exposed to the weather. documents shall be copied,disclosed
5. Install hardwired smoke detectors with battery backup on all floors. Interconnect to others, or reproduced in part or
detectors so that all will sound should one detector activate. Verify number of whole in any form without the
written consent of Starr Sanford
smoke detectors required &locations w/homeowner & code requirements. i5a 125-277V 3-way switch equal to Hubbell#1203- Desir Associates,Inc.Do not scale
Detectors shall be installed in all sleeping areas just outside bedrooms as a J drawings.Use given dimensions only.
minimum. New doorbell button.New items are generally shown bold as If not shown, verify the correct
indicated here. dimensions with Starr Sanford
6. Some equipment shown on other plans may require electrical service, such as i5a 125-277V 4-way switch equal to Hubbell#1203- Design Associates, Inc. Contractor
water heaters, condensing units, air-handling units, condensate pumps, etc. shall check and verify all dimensions
Electrician shall include electrical service to all such equipment. Coordinate with Doorbell chimes.(Install transformer in closest available concealed and conditions of the job site.
other trades concerning items requiring electrical service. Coordinate service & SCAU r accessible space.)
ampacity required. Provide one duplex outlet& one light if unit is in non-lit 3 /4 4
area for every condensing unit & every air-handling unit as required by E2.I KITCHENELECTRICAL LOCATIONS 11-011 SWITCHLoCATIONDIAGRAM i5a 125-277v dimmer switch. Combination Carbon dioxide&Smoke detector(x2oV w/battery
applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to backup).
weather. LIGHTINGNOTES MECHANICALNOTES Recessed or surface compact fluorescent bulb light. Empty wall box for computer or telephone w/3/ "conduit&pull
7. Obtain name plate rating of all equipment before roughing in&provide wiring 4
of i proper size, voltage & ampacity. Provide fused or non-fused disconnect System shall be designed in accordance with all applicable codes, standards & string to above ceiling or to other accessible space.
switch as required. I. Light fixtures shall be locate I as close as possible to locations shown or this plan.
8. Provide panelboards of proper voltage&acity for all electrical circuits.More Fixtures shall align with or center on each other or with adjacent architectural requirements of local utility officials. Design engineer shall prepare calculations Adjustable eyeball recessed compact fluorescent bulb tight. A Telephone wall jack.
than one panel may be required due to number of circuits required. Provide a elements. Coordinate locations of light fixtures with HVAC grilles so that they for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare
minimum of 8 spare circuits. align with or are at least symmetrical with each other where there may be final drawings accordingly.
9. Verify service requirements with local power company including transformer conflicts. Grilles ®isters shall be blocked as required so that they align with 2. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for
locations & types, disconnects at exterior of building, voltages, ampacities & light fixtures. Light fixture &switch locations shall be reviewed&approved by complete installation.
other details of electrical construction. Size all feeders according to NEC Owner or Interior Designer before installation of sheetrock or other wall & 3. insulate all heating or condenser water lines in uninsulated spaces w/tubular AuXILIARY SYSTEMS NOTES
requirements. ceiling finishes. foam insulation. Insulation shall be of self-sealing type or shall be taped closed
10. Run all cable concealed in waUs, ceilings or floors unless noted otherwise. 2. Center items shown in ceiling areas unless noted otherwise. w/foil-faced tape. L No alarm systems are shown. Verify alarm requirements with homeowner&
I I. Support all fixtures&other items rigidly from structure of building. 3- Coffer dimensions are shown to face of framing unless rioted otherwise. 4- Closely coordinate work with all other trades. Maintain ceiling heights &duct install as required.
12. GFCI receptacles may be laid out so that one GFC1 receptacle protects other 4. Switches shall be located adjacent to but not intersecting door casing or trim. spaces provided. 2. Telephone outlets may not be shown. Verify telephone requirements with
standard receptacles beyond J;if there is at least one GFCI receptacle in a room Verify trim size & selection for each room. Grouped switches shll be ganged 5. All valves, dampers & other control devices shall be accessible for operation & homeowner&install as required. Consider home-running all telephone cable
and if they can all be on the s4ne circuit. tight together&shall be ccvered with a single plate designed for that purpose. maintenance through accessible ceilings or through access doors or panels (8-wire cable suggested) to a single telephone backboard located as directed by
13. Insulate&seal solidly behind receptacles in exterior walls. Switches shall typically be mounted 48"AFF to center of switch. manufactured for such purposes. homeowner as this will allow for much greater future telephone system
14. Kitchen equipment service may not be shown on plan. Verify whether 5- Support all fixtures rigidly fmm structure of building. 6. All units above ceiling shall have auxiliary drain pans installed below entire unit. flexibility'including modem&telephone system capabilities.
equipment should be hardwired or requires an outlet& connect as required. 6. Verify device&plate colors with Owner or Interior Designer. Route internal & auxiliary drain lines down to floor drain or utility sink in 3. Computer outlets may not be shown. Verify computer network requirements
Provide circuits sized as required for load. 7. Consult Owner&add extefior security lighting if required. Verifylighting type utility room or other non-public areas where overflow would be noticed by with homeowner&install as required. Consider installing all computer wiring
&switching. homeowner. i n 3/4" conduit for future upgrade purposes and homerun to a network
8. Consult Owner&add lancscaping lighting if required. Verify lighting type & 7. Provide fresh air duct to each air-handling unit as per applicable codes. Fresh air backboard installed as directed by the homeowner. Also consider installing
switching. Connect all exterior lighting to photocell control relays with duct shall extend from intake blower at exterior to return air side of ductwork. CAT-5 cable if the house is being constructed on a speculative basis since this is
timeclock override for time-controllable illumination during darkness. 8. Provide pressure regulators for all gas equipment as required for proper the most common network cable currently in use.
9. All fluorescent lamps shall be warm white deluxe. operation. Verify gas pressure at meter to determine necessity of regulators. 4- Cable TV outlets may not be shown. Verify cable TV requirements with
10. All light bulbs shall be compact fluorescent bulbs. 9- Coordinate with electrician concerning items requiring electrical service such as homeowner&install as required.
condensing units, air-handling units, condensate pumps,motorized dampers, etc.
_�_io. Coordinate service&acity required.
The Builder shall test pressure-reducing valves, T&P relief valves&other safety Q� V� 0 ponq
evices prior to the operation of system. The Builder shall test and balance all
s etus prior to completion of the work.
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CEILING HEIGHT,111-\
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provide service
for garage door So CEILING HEIGHT*
openers
-------------
----------------
----------- HEIGHTAK
..........
WP
WCEILING HEIGH
T*
----------------- ----------- ------------ _-------
Construction Set
M
------------------- 7.
Project #:
14001
WP ........ ......... . . ...
-------------- ......
Date:
combination smoke detecto
Carbon Monoxide detector 6/221/15
----------- ------_---------------
fan1ligh
ombo I Revised:
JUNE 22 2015
Sheet
E 2 . 1
A/E2.1 F1 ST LEVEL ELECTRICAL PLAN 1/4"=1 ' B/E2. 1 SECOND LEVEL ELECTRICAL PLAN 1/4"=V
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