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332 Red Rose Ln 15-1892 (a)THORN BIN' 50's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.N., 200 AMP SERVICE/PANEL BOX, 6-0 DOORS THROUGHOUT, PAINTED KNEE WALL5, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI i GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESSES ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. LOT 15 THORNBROOKE 50 S CEILING CON5TRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN I/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/6 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE _ _ SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. STANTON2055 ELEVATION A EXTERIOR FIN15HE5: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010, F.B.C. RESIDENTIAL CODE R103b.1 AND ASTM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2'010 F.B.C, RESIDENTIAL CODE 8103.6.2 AND ASTM C 1063. GARAGE RIGHT STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT TAY 05-12-15 CREATED LOT SPECIFIC PLAN FOR LOT 15 IN THORNBROOKE 50'5 ELEVATION "A" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: ADDITIONAL ELECTRICAL OUTLET AT FAMILY ROOM, CEILING FAN PRE -WIRE, FLOOD LIGHT, FRONT DOOR GLA55 INSERT, 0 FT. INTERIOR DOOR5, ABOVE / UNDER CABINET LIGHTING AT KITCHEN, TRAY CEILING AT DINING, DEN, AND MA5TER 5UITE, STEP CEILING AT ROTUNDA, POCKET SLIDING GLA55 DOOR AT FAMILY ROOM, (4) RECE55ED GAN LIGHTS EACH AT MA5TER 5UITE, FAMILY ROOM AND DEN, (2) RECE55ED CAN LIGHTS AT LANAI, VENT HOOD OUTSIDE, LAUNDRY TUB PRE -PLUMB, AND ALTERNATE MA5TER BATH. EXCEED IE FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. :)R MORRISON EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS: 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER To THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (8103.8). PLAN REVISIONS DRAWING INDEX 1. WIDOWS SHALLIN5TB INSTAL : I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: COV - GENERAL NOTES, INDEX, SPECIFICATIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 1 - SLAB INTERFACE PLAN FLOOD ZONE REQUIREMENT5: PLAN MEETS o8 EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A1 -FLOOR PLAN NOTES ASPHALT 5HINGLE5 (IF APPLICABLE) : '" I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 89052.6.1. 2A2 - FLOOR PLAN DIMENSIONS 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 3A11 SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF � FRONT ELEVATION UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 615115 REQUIRED IN 3A2 -SIDE AND REAR ELEVATIONS, ROOF PLAN ACCORDANCE WITH SECTION 89052.1,CHIMNEY HEIGHT REQUIREMENTS: 3A3 - BUILDING SECTIONS FLASHING DETAILS I. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE .NIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT IS I04" AWAY OR CLOSER. 4A ELECTRICAL PLAN TUR AND 5HOWER AREA5: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, OR CII16 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAN I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE RECORD COPY CONSTRUCTED OF A MIN. *26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. • 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO REVIEWED FOR CODE COMPLIANCE ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3. _-15F_ PS EXAMINER EXHAU5T FAN5 AND VENTING: ---. DATE (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, $ANFQRD Cil ➢IL DING DIVISION CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE A PERMIT ISSUED SHALL 8E CONSTRUED To BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAP) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT DUCT. THE BUILDINGOFFICIAL FROM THEREAFTER EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF REQUIRING A CORRECTION OF ERRORS IN PLANS, ACO THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S CONSTRUCTION OR VIOLATIONS OF THIS CODE INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH Cq C THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH 400Z'�'I AMCA STANDARD 550 IN FBC. COMPACTION NEST REQUIRETJ ATTENTION GENERAL CONTRACTOR / BUILDER: Results to be verified ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, of ti51ab Inspection DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF �uiLoil ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 01-23-2015 USAAjFO,&,0 ,.� 1 a JOB NUMBER 25002.17 CAD FILE NAME LOT 15 TB ISSUED 05-12-15 REVISED ��ee► ►IIS e ' I DAMS BEWS I I DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER • TITLE • COVER SHEET GENERAL NOTES • SHEETcov • • • x co w LO C V r0 J �m 0 a� N M JM `. °NIL ltl c h 0J�o 0�c0 E coq Cq C � N 400Z'�'I JOB NUMBER 25002.17 CAD FILE NAME LOT 15 TB ISSUED 05-12-15 REVISED ��ee► ►IIS e ' I DAMS BEWS I I DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER • TITLE • COVER SHEET GENERAL NOTES • SHEETcov • ' I DAMS BEWS I I DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER • TITLE • COVER SHEET GENERAL NOTES • SHEETcov • F F r 40'-011 AIC PAP (VERIFY H.S. L'/'ATION) PAVER DRIVE / LEADWALK 121-8" 6' 8" 21-411 16'-0" 191 411 20'4" 40'-0" SCALE: 1/4" = I'-0" • RIGHT viii x co CAD FILE NAME LOT 15 TR G.C. VERIFY ACRYLIC ISSUED 05-12-15 0CE J h� 813.925.1300 TEL 813.925.1800 FAX W W W.17AVISBEWSCOM N^ 0 ON LANAI 0N�M •� N D ' all 611 = L >JM L L ° � LL 0 0a � J� «� o:�c00 ELEVATION 0 E5L_0cm 3/4" P.V.G. L �}:N o ,_ T U) O 0'-4" CONDEN5ATION 'CII • s SV et DRAIN r: � ax 2' 6" 4'-4" 12'-2" 3'-0" BY PLUMBER «>, 11/2" RECE55 FOR POCKET 5LIDER N OIL ELEVATION AT 04" (A55UMED) 20'-4" 12'-6" 11-211 I �I �7F- IXLI � ��L' A/NJ 281-9" 3'-10" 2' 3" 41-611 811 1011 3'-811 SHOWER _ - RECE55 LIEN LAV.) ( LAV. ) NEAP ELEVATION --- ---- l )0'-4" k2 614MER PROVIDE WATER LINE FOR ICE MAKER ISI — — — mlr - �n ��III I II SII I vIL_ _JLJI col ► 20'-411 AA � 3A3 v N 19'-111 i SIL -J INi l � I LJ I, PRE-PLUM5 ELEVATION 50 COAL. (� � L.T. O 0'-4" W.N. l II -411 d- ELEVATION (+)o -0" e PAVERS N ELEVATION ,L 13'-411 61-011 811 L IV -411 8" I'-0" 5Q. FRAME COL.011 ON 1'- 11" AFF. CONC Q N.S. 5,45E ABV. ELEVATION ELEVATION ELEVATION LOJ (+) 01.011 O 0' 6" (+) 0' 0" t° b- o M I'-811 A1.-411 9� 811 _ co - PAVER DRIVE / LEADWALK 121-8" 6' 8" 21-411 16'-0" 191 411 20'4" 40'-0" Ell 2'-411 zubb 0 G, "A 0'vp( , eft iTr1l:� SLAB INTERFACE PLAN GARAG SCALE: 1/4" = I'-0" • RIGHT viii x co CAD FILE NAME LOT 15 TR 71 to U 0 ISSUED 05-12-15 0CE J h� 813.925.1300 TEL 813.925.1800 FAX W W W.17AVISBEWSCOM N^ 0 �—� FST. 1994 0N�M •� N D ' L >JM L L ° � LL 0 0a � J� o:�c00 E5L_0cm L �}:N o ,_ T U) o z 'CII • s Ell 2'-411 zubb 0 G, "A 0'vp( , eft iTr1l:� SLAB INTERFACE PLAN GARAG SCALE: 1/4" = I'-0" E RIGHT viii JOB NUMBER 25002.17 CAD FILE NAME LOT 15 TR DESIGN GKOVP ISSUED 05-12-15 150 STATE STREET EAST OLl7SMAR, l•IAWDA 346T7 813.925.1300 TEL 813.925.1800 FAX W W W.17AVISBEWSCOM TAMPA •DENVER �—� FST. 1994 i . 'CII • s SV et W r: � ax Ell 2'-411 zubb 0 G, "A 0'vp( , eft iTr1l:� SLAB INTERFACE PLAN GARAG SCALE: 1/4" = I'-0" E RIGHT viii DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLl7SMAR, l•IAWDA 346T7 813.925.1300 TEL 813.925.1800 FAX W W W.17AVISBEWSCOM TAMPA •DENVER �—� FST. 1994 Ell 2'-411 zubb 0 G, "A 0'vp( , eft iTr1l:� SLAB INTERFACE PLAN GARAG • TITLE • SLAB INTERFACE PLAN • SHEET • • 41 SCALE: 1/4" = I'-0" E RIGHT • TITLE • SLAB INTERFACE PLAN • SHEET • • 41 OPT. ROTUNDA DETAIL J 5CALE: 1/2" - P-0" NICHE NICHE l )4" (-)4 e M NICHE DETAIL A5CALE; 114" = I'-0" 5-1/4" GROWN TYPICAL MASONRY MOULDING (TYP.) ELEVATION JOB NUMBER 25002.17f CAD FILE NAME LOT 15 TB WINDOW WIDTHS 3 - Ix4 5LOCK5 12'-0" AFF. 20" 21" 31" 53" to Ix6 TRIM Bq. o� WINDOW CALL -OUTS 2 - Ix4 BLOCK5 ELEVATION 00 ro` n 9'-10" AFF. o cc 0 w 261112 FIELD VERIFY Ix4 TRIM 5D.7 OPT. ROTUNDA DETAIL J 5CALE: 1/2" - P-0" NICHE NICHE l )4" (-)4 e M NICHE DETAIL A5CALE; 114" = I'-0" LANAI ENTF, ' TOTAL. 50, 1 3'4'64' 6LOCATION) R T.O.M. HD. AT 8 -0 9 4 * EGRE55 N.B. )F LINTEL G.C. VERIFY ACRYLIC aFF. LANAI ON LANAI _ _9'-4" FLAT CLG, 22'-0"x8'-0" 104" FLAT GLG, 9'-4" PLT. HT. TYPICAL MASONRY WINDOW SCHEDULE JOB NUMBER 25002.17f CAD FILE NAME LOT 15 TB WINDOW WIDTHS N� do N 20" 21" 31" 53" to .2 C4 ci) N m o� WINDOW CALL -OUTS `` ���. 00 ro` n `ems ' o •oso®•s �I o cc 0 w 261112 �L_ro°' 5H 1/2 32 5H 22 5H 32 SH w 0 C z 'OT = 39" 0 13 5H 1/2 33 5H 23 5H 33 5H v J 6 ''✓ s•••000si o yO�`' o � � 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H �S z 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, uj u WINDOW 5IZE5 AND IN5TALLATICN MAY VARY PER F— MANUFACTURER AND 5PECIFICATION5. 0 z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5E1) (SINGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.GJ LANAI ENTF, ' TOTAL. 50, 1 3'4'64' 6LOCATION) R T.O.M. HD. AT 8 -0 9 4 * EGRE55 N.B. )F LINTEL G.C. VERIFY ACRYLIC aFF. LANAI ON LANAI _ _9'-4" FLAT CLG, 22'-0"x8'-0" 104" FLAT GLG, 9'-4" PLT. HT. cz�= DAVIS BEWS DESIGN GPOVP 150 STATE STREET" EAST OLDSMAR, FLORIDA 34677 813. 92-5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM v TAMPA • DENVER O _ m -- EST. 1994 V) Now O LnW A D Lu 0 0Z co 0 o� z V 0 0 Lr) o L.L Q + J >= N.B. 2- 26 R.N. 5H. u HD. AT V-0" 1 1 U • 1 1 1'-0" 5Q. FRAME COL. I 16.0x1-0 O.H. GARAGE DOOR I •• G.C. VERIFY TEMP. ON 2'-0" AFF. CONE • GLA55 INSERT FOR BASE 2055 FRONT DOOR PAVER DRIVE / LEADWALK REFER TO SHEET 6"xl'-0" FRAME COL. 2A2 FOR FLOOR PLAN • ON 2'-0" AFF. CONC BASE W/ DIMEN51ON5 gUIL0 Upof�, =GEND ® 5 1 89 FLOOR PLAN NOTES 5CALE: 1/4" = 14" GARAGE RIGHT • TI TLE • FLOOR PLAN NOTES DETAILS • SHEET • x m LO C rLo p JOB NUMBER 25002.17f CAD FILE NAME LOT 15 TB J hR 0 N� do N ISSUED 05-12-15 .2 C4 ci) N m o� 1. >_J; `` ���. 00 ro` n `ems ' o •oso®•s �I o cc 0 W �L_ro°' Clio 0 C z 'OT cz�= DAVIS BEWS DESIGN GPOVP 150 STATE STREET" EAST OLDSMAR, FLORIDA 34677 813. 92-5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM v TAMPA • DENVER O _ m -- EST. 1994 V) Now O LnW A D Lu 0 0Z co 0 o� z V 0 0 Lr) o L.L Q + J >= N.B. 2- 26 R.N. 5H. u HD. AT V-0" 1 1 U • 1 1 1'-0" 5Q. FRAME COL. I 16.0x1-0 O.H. GARAGE DOOR I •• G.C. VERIFY TEMP. ON 2'-0" AFF. CONE • GLA55 INSERT FOR BASE 2055 FRONT DOOR PAVER DRIVE / LEADWALK REFER TO SHEET 6"xl'-0" FRAME COL. 2A2 FOR FLOOR PLAN • ON 2'-0" AFF. CONC BASE W/ DIMEN51ON5 gUIL0 Upof�, =GEND ® 5 1 89 FLOOR PLAN NOTES 5CALE: 1/4" = 14" GARAGE RIGHT • TI TLE • FLOOR PLAN NOTES DETAILS • SHEET • JOB NUMBER 25002.17f CAD FILE NAME LOT 15 TB ISSUED 05-12-15 R��FIQII I I 1 I! o� r �zz `ems ' o •oso®•s �I W aq v ''✓ s•••000si o yO�`' o � � cz�= DAVIS BEWS DESIGN GPOVP 150 STATE STREET" EAST OLDSMAR, FLORIDA 34677 813. 92-5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM v TAMPA • DENVER O _ m -- EST. 1994 V) Now O LnW A D Lu 0 0Z co 0 o� z V 0 0 Lr) o L.L Q + J >= N.B. 2- 26 R.N. 5H. u HD. AT V-0" 1 1 U • 1 1 1'-0" 5Q. FRAME COL. I 16.0x1-0 O.H. GARAGE DOOR I •• G.C. VERIFY TEMP. ON 2'-0" AFF. CONE • GLA55 INSERT FOR BASE 2055 FRONT DOOR PAVER DRIVE / LEADWALK REFER TO SHEET 6"xl'-0" FRAME COL. 2A2 FOR FLOOR PLAN • ON 2'-0" AFF. CONC BASE W/ DIMEN51ON5 gUIL0 Upof�, =GEND ® 5 1 89 FLOOR PLAN NOTES 5CALE: 1/4" = 14" GARAGE RIGHT • TI TLE • FLOOR PLAN NOTES DETAILS • SHEET • 1 MASTER SUITE 2' -011 (TYP.) v 11.811 11-0 61-8 41.611 x CU r0 CAD FILE NAME LOT 15 TB irk 0 J � W ISSUED 05-12-15 N N. o 000) REVISED .2 :. PJM LANAI e � I � J 0 2`Vn rr�0 m C 0 'sem •e •®® !p �_0) - .�=�m w "• a.+ T-6" 4'-4" 12'-2" M.O.CIO iia a cry �. M e FAMILY ROOM T-11" 3'-2" 4'-3" 3'-8" I - i I I v 0 KITCHEN 21- " 6'-8" I I I III I III _ lu I 116 r 6' BRKFST. I 11'-6" •�ul'-bu 51-0" 1'-6"1'.0"I 41-111 W1�37 1 6 4 31-11144 5 m L—J '- - — F- I- 24" TYP. �ZD DINING 9' 6" 9'-91-101, SII 2'-m" DEN TYP. ENTRY r I Im" Im° I'-8" 21•8" Im'-m" `" 4'-4" 8" MASTER SUITE 2' -011 (TYP.) v 11.811 11-0 61-8 41.611 31-211 M. BATH y M DAVIS BEWS J DESIGN GPOVP 150 STATE STR.EEI' EAST OLDSMAK FLORIDA 34677 `p 813 925 .1300 TEL 813.925.1800 FAX 2' 8" 11'-8" WWW.DAVISBEWS.COM _ TAMPA • 1E7ENVER- BATH I EST. 1994y 2 i BEDROOM 2 I O Lr) r 124" BEDROOM 3 i TIL. I M W O T] V) cemi20 -m GARAGE ul 0 0I I I REFER TO SHEET Z055. 24 FOR FLOOR PLAN W1 NOTES 2'•4" 16'-0" M.O. 2'-4" c TITLE o FLOOR PLAN DIMENSIONS 20'-8" SANpo D - 4m' -m"' �a- ,.. X897 • FLOOR PLAN DIMENSIONS SHEET SCALE: 1/4" = I' -m" 2A2 GARAGE RIGHT x CU r0 CAD FILE NAME LOT 15 TB 0 J � W ISSUED 05-12-15 N N. o 000) REVISED .2 :. PJM 00 � J 0 2`Vn rr�0 m C 0 'sem •e •®® !p �_0) - .�=�m w "• a.+ Z��� 31-211 M. BATH y M DAVIS BEWS J DESIGN GPOVP 150 STATE STR.EEI' EAST OLDSMAK FLORIDA 34677 `p 813 925 .1300 TEL 813.925.1800 FAX 2' 8" 11'-8" WWW.DAVISBEWS.COM _ TAMPA • 1E7ENVER- BATH I EST. 1994y 2 i BEDROOM 2 I O Lr) r 124" BEDROOM 3 i TIL. I M W O T] V) cemi20 -m GARAGE ul 0 0I I I REFER TO SHEET Z055. 24 FOR FLOOR PLAN W1 NOTES 2'•4" 16'-0" M.O. 2'-4" c TITLE o FLOOR PLAN DIMENSIONS 20'-8" SANpo D - 4m' -m"' �a- ,.. X897 • FLOOR PLAN DIMENSIONS SHEET SCALE: 1/4" = I' -m" 2A2 GARAGE RIGHT " JOB NUMBER 2500217f CAD FILE NAME LOT 15 TB ISSUED 05-12-15 REVISED 'sem •e •®® !p � w "• Lev iia a cry �. e 31-211 M. BATH y M DAVIS BEWS J DESIGN GPOVP 150 STATE STR.EEI' EAST OLDSMAK FLORIDA 34677 `p 813 925 .1300 TEL 813.925.1800 FAX 2' 8" 11'-8" WWW.DAVISBEWS.COM _ TAMPA • 1E7ENVER- BATH I EST. 1994y 2 i BEDROOM 2 I O Lr) r 124" BEDROOM 3 i TIL. I M W O T] V) cemi20 -m GARAGE ul 0 0I I I REFER TO SHEET Z055. 24 FOR FLOOR PLAN W1 NOTES 2'•4" 16'-0" M.O. 2'-4" c TITLE o FLOOR PLAN DIMENSIONS 20'-8" SANpo D - 4m' -m"' �a- ,.. X897 • FLOOR PLAN DIMENSIONS SHEET SCALE: 1/4" = I' -m" 2A2 GARAGE RIGHT 3/4" THICK 6" KEYSTONE DETAIL 6° BANDING LO DIA DECORATIVE' 5CALE: 3/4" - 1'-0" 5TUCCO ` 6HINGLE 12 I Q 6 FINISH ROOF Q 6 ** --L 6 / 2(d" DIA. DECORATIVE DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 925.1300 TEL 813. 925.1800 FAX 2 `_ w 12 LOUVER WWW.DAVISBEVNS.COM KEYSTONE 612 126TAMPA a IDE rJy (TYP.) (5EE DETAIL) 6 6" SANDING EST 1994 e-- " BANDING o — PLT. HL 6G.G. VERIFY ALUM. 6 BANDING STUCCO 5ADDLE OVER 2x6 5U5 -FASCIA �o FIN15CA HH - 51.8 (TYPICAL) - Q r� T.O.M. GD L 8.. LSTIIGGO T.O.M. BEYOND TYP. CROSS-SECTION OF RAISED - $" SANDING F.G. FINISH - TEXTURED FINISH BANDING AND / - T.oTM. OR SAND FINISH KEYSTONE L.n - TEXTURED 5CALE: 3" , 1.0 � DECORATIVE ��� FINISH F XEPD) SHUTTER H He 5Q. ❑ ❑ D O 6" BANDING W ❑❑❑❑❑ 6" BANDING TEMP. e � FINISH FLOOR LINE N FINISH FLOOR LINE CLEAR OPENING HEIGHTS - - - - � C K 0 Y.. • JOB NUMBER 25002.171' r C LID V rO Lo TEMP. GRADE LINE O J N- WINDOW IS LOCATED MORE THAN 72 INCHE5 ABOVE THE FINISHED GRADE OR 51.11;ZFACE BELOW, THE LOWEST PART W! TUSCAN BASE AND CAPITAL BYH5 AND G do (ASSUMED) 2R OF THE CLEAR OPENING OF THE WINDOW SHALL BEA G.G. VERIFY TEMP. M �. >JM FRONT A a L ` � IL 0 0 •�, _T� J V 0 FRONT DOOR 0�C0 %1 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT 3�E �r0� -. �_*�04 ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE pmmq z��° • S// �` • 1112" THICK 3/4" THICK 6" KEYSTONE DETAIL 6° BANDING LO DIA DECORATIVE' 5CALE: 3/4" - 1'-0" 5TUCCO ` 6HINGLE 12 I Q 6 FINISH ROOF Q 6 ** --L 6 / 2(d" DIA. DECORATIVE DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 925.1300 TEL 813. 925.1800 FAX 2 `_ w 12 LOUVER WWW.DAVISBEVNS.COM KEYSTONE 612 126TAMPA a IDE rJy (TYP.) (5EE DETAIL) 6 6" SANDING EST 1994 e-- " BANDING o — PLT. HL 6G.G. VERIFY ALUM. 6 BANDING STUCCO 5ADDLE OVER 2x6 5U5 -FASCIA �o FIN15CA HH - 51.8 (TYPICAL) - Q r� T.O.M. GD L 8.. LSTIIGGO T.O.M. BEYOND TYP. CROSS-SECTION OF RAISED - $" SANDING F.G. FINISH - TEXTURED FINISH BANDING AND / - T.oTM. OR SAND FINISH KEYSTONE L.n - TEXTURED 5CALE: 3" , 1.0 � DECORATIVE ��� FINISH F XEPD) SHUTTER H He 5Q. ❑ ❑ D O 6" BANDING W ❑❑❑❑❑ 6" BANDING TEMP. e � FINISH FLOOR LINE N FINISH FLOOR LINE CLEAR OPENING HEIGHTS - - - - - - - - - - • JOB NUMBER 25002.171' CAD FILE NAME LOT 15 TB L 6" BANDING I'-0" 50, FRAME COLUMN TEMP. GRADE LINE ISSUED -15 WINDOW IS LOCATED MORE THAN 72 INCHE5 ABOVE THE FINISHED GRADE OR 51.11;ZFACE BELOW, THE LOWEST PART W! TUSCAN BASE AND CAPITAL BYH5 AND G 51DE LT. (ASSUMED) OF THE CLEAR OPENING OF THE WINDOW SHALL BEA G.G. VERIFY TEMP. M 0 % y FRONT A a GLA56 IN5ERT FOR ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE FRONT DOOR %1 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT • 47e +� -. �I ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE pmmq 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R612.2 • S// �` • 1112" THICK WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDE[), 5HALL COMPLY WITH THE SAND FIN15H 10 11 0 REQUIREMENT5 OF ASTM F 2090 PER F.B.C. 2010 KEY5TONE (IF APPLICABLE) RE51DENTIAL CODE 8612.3 RA15E[) e 21 SAND FIN15H TEXTURED BANDING I_u 3/4" THICK 6" KEYSTONE DETAIL 6° BANDING LO DIA DECORATIVE' 5CALE: 3/4" - 1'-0" 5TUCCO ` 6HINGLE 12 I Q 6 FINISH ROOF Q 6 ** --L 6 / 2(d" DIA. DECORATIVE DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 925.1300 TEL 813. 925.1800 FAX 2 `_ w 12 LOUVER WWW.DAVISBEVNS.COM KEYSTONE 612 126TAMPA a IDE rJy (TYP.) (5EE DETAIL) 6 6" SANDING EST 1994 e-- " BANDING o — PLT. HL 6G.G. VERIFY ALUM. 6 BANDING STUCCO 5ADDLE OVER 2x6 5U5 -FASCIA �o FIN15CA HH - 51.8 (TYPICAL) - Q r� T.O.M. GD L 8.. LSTIIGGO T.O.M. BEYOND TYP. CROSS-SECTION OF RAISED - $" SANDING F.G. FINISH - TEXTURED FINISH BANDING AND / - T.oTM. OR SAND FINISH KEYSTONE L.n - TEXTURED 5CALE: 3" , 1.0 � DECORATIVE ��� FINISH F XEPD) SHUTTER H He 5Q. ❑ ❑ D O 6" BANDING W ❑❑❑❑❑ 6" BANDING TEMP. e � FINISH FLOOR LINE N FINISH FLOOR LINE CLEAR OPENING HEIGHTS - - - - - - - - - - IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE L 6" BANDING I'-0" 50, FRAME COLUMN TEMP. GRADE LINE WINDOW IS LOCATED MORE THAN 72 INCHE5 ABOVE THE FINISHED GRADE OR 51.11;ZFACE BELOW, THE LOWEST PART W! TUSCAN BASE AND CAPITAL BYH5 AND G 51DE LT. (ASSUMED) OF THE CLEAR OPENING OF THE WINDOW SHALL BEA G.G. VERIFY TEMP. M 0 MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE FRONT ELEVATION GLA56 IN5ERT FOR ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE FRONT DOOR %1 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT 5CALE: 1/4" - I4" �I ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE pmmq 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R612.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDE[), 5HALL COMPLY WITH THE 0 REQUIREMENT5 OF ASTM F 2090 PER F.B.C. 2010 RE51DENTIAL CODE 8612.3 T � ,; UJLDI VC SAN ORD Al ELEVATION "Al GARAGE RIGHT - ---------------------------------------- I I I I ✓✓ I I I ---------------------- ---� I I ROOF VENT REQUIREMENTS I I G.C. VERIFY THAT 656.91 5Q. IN, I HATCHING INDICATESI OF VENTILATION THROUGH UPPER I RECE55 IN TRUSSES FOR 2/3 OF ROOF 15 REQUIRED. I TRAY CLG. BELOW (TYP.) I I VERIFY QUANTIY OF ROOF VENTS i �- REQUIRED, PER MANUFACTURER'S I I SPECIFICATIONS OF NET FREE AREA PER VENT. I o r w i ^4A A I � I I � I I I I I 3A3 I � i i I I I i I KNEE -A i i FALL SADDLE I �I I I E II I / r ----- SII I I III —► I I III I I I w L---------------- 2 rwll I r I I 1'-011 TYP. OVERHANG AT HIP (U.N.O.) REFER TO COVER SWEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER L------------ I ------------ 1;! LLA --------1;!W a� ROOF PLAN SCALE: 1/8" - I'-0" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: Z THI5 DETAIL SHOWS THE TYPICAL THICKNE55 Lt - o w OF ALL RA15EID TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE X } APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/411 A5TM CT6. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.0. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" GLEAR OPENING NEIGNT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFAGE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE R&12.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C, 2010 RE51DENTIAL CODE 8612.3 T.O.M. a, o FIN15H FLOOR LINE_ 12 �6 12 6F 1; L 5HINGLE ROOF T.O.M. L TEXTURED `r L TEXTURED FINI5H7 6' FIN15H .. _ - _ - FIN15H FLOOR LINE _ GRADE LINE (A55UMED) LEFT ELEVATION SCALE: 1/811 -- 14" DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX 12 W W W.DAVISBEWS.COM 12� Q 6 TAMPA • L7ffiNTVER 6 LSHINGLE EST. 1994 ROOF T.OM. T.O.M. /` T.O.M. V 1 TEXTURED C) FINISHLn FINISH FLOOR LINE _ _ _ _ TEMP.11FIN15H FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION. SCALE: 1/8" - I'-0" 0 0 ce �7 co 0 (n SHINGLE ' ROOF ,/ 12 SHINGLE L SHINGLE a 6 ROOF ROOF 7 Ln 12 STUCCO 0 6 FINISH T.O.M. _ J T.O.M. T.O.M. >wm , 2 0 �r L TEXTURED L TEXTURED v a' TYURN * * FIN15H 7 TEMP. FIN15H 7 6'0 AT SIDES FIN15H FLOOR LINE _ _ _ _ _ _ _ _ _ _FINISH FLOOR LINE GRADE LIME (A55UMED) RIGHT ELEVATION'_. -0 SCALE: 1/6' = 1411 2055 • TITLE • UISIAIVpO)ORD SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET ELEVATION "All 3A2 GARAGE RIGHT • x 0 • JOB NUMBER 25002.17 CAD FILE NAME LOT 15 T9 Lo C �0 ,A NN v+0N�0) M m , r > cm >J 66 °�� 00 m= n �j m5o E0t�0 �t0(� cm t f .- � 0 � I `0ro to 0 z `220 ISSUED 05-12-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX 12 W W W.DAVISBEWS.COM 12� Q 6 TAMPA • L7ffiNTVER 6 LSHINGLE EST. 1994 ROOF T.OM. T.O.M. /` T.O.M. V 1 TEXTURED C) FINISHLn FINISH FLOOR LINE _ _ _ _ TEMP.11FIN15H FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION. SCALE: 1/8" - I'-0" 0 0 ce �7 co 0 (n SHINGLE ' ROOF ,/ 12 SHINGLE L SHINGLE a 6 ROOF ROOF 7 Ln 12 STUCCO 0 6 FINISH T.O.M. _ J T.O.M. T.O.M. >wm , 2 0 �r L TEXTURED L TEXTURED v a' TYURN * * FIN15H 7 TEMP. FIN15H 7 6'0 AT SIDES FIN15H FLOOR LINE _ _ _ _ _ _ _ _ _ _FINISH FLOOR LINE GRADE LIME (A55UMED) RIGHT ELEVATION'_. -0 SCALE: 1/6' = 1411 2055 • TITLE • UISIAIVpO)ORD SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET ELEVATION "All 3A2 GARAGE RIGHT • • JOB NUMBER 25002.17 CAD FILE NAME LOT 15 T9 ISSUED 05-12-15 REVISED ••N�i um u R r—�—— et {d+ • F • i DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX 12 W W W.DAVISBEWS.COM 12� Q 6 TAMPA • L7ffiNTVER 6 LSHINGLE EST. 1994 ROOF T.OM. T.O.M. /` T.O.M. V 1 TEXTURED C) FINISHLn FINISH FLOOR LINE _ _ _ _ TEMP.11FIN15H FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION. SCALE: 1/8" - I'-0" 0 0 ce �7 co 0 (n SHINGLE ' ROOF ,/ 12 SHINGLE L SHINGLE a 6 ROOF ROOF 7 Ln 12 STUCCO 0 6 FINISH T.O.M. _ J T.O.M. T.O.M. >wm , 2 0 �r L TEXTURED L TEXTURED v a' TYURN * * FIN15H 7 TEMP. FIN15H 7 6'0 AT SIDES FIN15H FLOOR LINE _ _ _ _ _ _ _ _ _ _FINISH FLOOR LINE GRADE LIME (A55UMED) RIGHT ELEVATION'_. -0 SCALE: 1/6' = 1411 2055 • TITLE • UISIAIVpO)ORD SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET ELEVATION "All 3A2 GARAGE RIGHT • 12 FEW AS PER ELEV. 3 TAB 25 YR SHINGLE ON 15# FEI T OVER ROOF SHEATHING SPECIHED ON NAILING SCHEDULE ROOF OVER PRF-ENCINFERED ROOF TRUSSES 0 24" O.C. HURRICANE S IRAP PER ROOF FRAMING PLAN 50# :FELT OVER METAL FLASHING ERG. HGT. ,,—ALUM. RIP rDGE FASCIA VENTED ALUM, SOFFIT SHEATH A. Exr, MNISH WINDOW FLASHING AS REO'D 1K4 WINDOW TRIM DRIL HEADER TYPICAL WINDOW & SLIDING GLASS SHINGLE ROOF PER CONTRACT 5.5" METAL FLASHING w,/TAR BETWEEN FLASHING AND SHINGLES wa SHINGLE PER CONTRACT DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. WEATHER FOLD UP WEA I NER MECHANICALLY FASTEN RESISTIVIIr I./—RESISTIVF BARRIER & TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING AS NECESSARY IN BARRIER CORNERS THROUGH 1EMPOIRAIRILY SECURE 1L INTEGRATE INSTALLATION OF WEATHER RESTSTWE BARRIER WiTH "TO FORM WATER N oom REVISED FLASHING HASHING SHEDDING LAPS 2, SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO 1`,01-11 UP WEAIIIFFY RESISTIVIE F.LARRIER Lo Lo tL WEATHER C) 0 EXTERIOR AL , OW FOR FLASHING INS I ALLA I ION TEMPORARILY SECURE RESISTIVE BARRIER E FL 00) A U. SHEATHING 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER Ito U) 0 WALL PER PLAN TAPE 0 4j z r2 till to 0 -SILL PLATE 5, FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING TAPE g(R 2 AND SEAT WITH WEATHER RESISIIVE BARRIER Cr (ASSEMBLED 2 WEAIFFiARE2u�:ER RESISTIVE SQAAl � .. FLASHING SILL III[AN: SEE DETAIL B o", jDG NOT FLA91 OVER ITDr rOM (j) 'OR OPT(I ONS) 6' 5'�.5",METAL FLASHING NAILING FLANGE w , ! BE I WEEN HEAD FLASFIING TIE-IN NSTPUCII O4S, 40 CORNER PATCH RUN KICKOUT FLASHING 6- FLA�',i 40 AN � HIN GL 1� NOTES; PAST EDGE OF ROOF — 11 I CUT FOLD up & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF' -ADHESIVE TYPE (MIN. ROOF PER PLAN BARRIER ABOVE HEADER TO 6" wil)E) FLASHING — �il 4 A'� LOW FOR FLASHING INSTALLATION WEATHER' RESISTIVE BARRIER FROM TOP OF: FLASHING WINDOW WINDOW 2. INSTAL HEAIT) FLASHING UNDER SILL PLATE WEATHER RE5IS1IVL BARRIER NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. 1`010 WFATHFIR RESISTIVF-AOHIESIVF BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEANIER RfSISIIVE 1, FLASHING TO BE FLEXIBLE SEIF TYPE (MIN. 6" WIDE) FLASHING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDDING, LAPS TYPICAL ROOF TO WALL FLASHING DETAIL 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS N.T.S. PLAN MEW TYPICAL WINDOW FLASHING DETAIL 5, MECHANICA11Y FASIF;N AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. N.T.S. 21_..0 .._BR_ SF(..TION 703.8 - - ------ - — -------- ------------ - FXTFRIOR WALLS SHALL PROVIDE THE BUILIDNIG WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOF"E, .THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703,8, FBR(, THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER—RESISTIVE BARRIER BEHIND IHE EX'I'ERI(-)R VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES 91MII SHAL.L. BE Al LIED IN ACCORDANCE WITH THE - MANUFACTUREIR'S '--;PECIFI CATIONS OR INSTAL I ATION INSTROC TIONS. FII ASPHALT SATURATED FF� T FREE FROM HOLIES AND BREAKS, WEK.""'�HING NOT I F�.'SS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D WOODEN 226NOR OTHER APPROVED WEATHER RESISTANT MATERIAL. '-,HAI I BE. APPtIEL) OVER STLJDS OR SHEATHING OF ALL EXTERIOR WALi S AS REQUIRED BY TABLE R703.4. SUCH SIDING FELT OR MATERIAL SHALL BE APPIJED HORIZONTALlY, WT11-d THE UPPER LAYER LAPPED OVER TI --E LOWER LAYER NOT LESS THAN 2 INCHES (51mrn). WHERE JOINTS SILL PLATE -)ED NO F LESS T'HAN 6 INC OCCUR, FELI SHALL BE LAPI (152 mm). SEE NOTE # 1-7 APPROVED CORROSION—RESIS'FIVL FLA,`)HING SHALL BE PROVIDED IN TH-1 EXTERICIF" WALL. ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVI1Y OR PENETRAIION OF WAI"LR' 10 1HE S[RUCTURAL FRAMING COMPONLNIFS. ILIF FLASHINC SHALL EX TEND FO THE SURFACE OF THE EXTERIOR WALL FINISH AND WAI 1. SHEA THING✓ SHAII BE INSTALLED TO PREVFNT WATER FROM REENTERING THF EXTERIOR WALL ENVIFLOPE. APPROVED (',ORR(-)SION.-.-RESI'-ITANTFIA'�Idl[�G SI-­IALL BE INSTALL.ED AT ALL OF NOTES: ATIONS THE FOLLOWING LOC -. 1, FLASHING '10 BE FLEXIBLE SELF-ADHESIVE 'TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 1. AT TOP OF ALL- EXTERIOR WINDQ�%� AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING WINDOWS HAVING A CONTINUOUS 3. INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOILE_,;`_,; TFiAN 1 1/8 INCL IES (28rrirn) OVER THE SHEATHING MATERIAL AROUND II IE PERIMEI"ER, OF THE OPENING, INCLUDING CORNERS, DO NOTREQUIRE 4. fNSrALt FLASHINO AROUND REMAINING WIN0CW UNI'l ADDITIONAL. FI.A�-.,,HINC; JAMB FIASI-IING MAY ALSO BE OMIITTED WHEN SF1ECIRC.AIIY APPROVI!�D BY THE BLJII.DIN(.,0FFICIA[. 5. WEATI IER RESISTIVE BARRIER TO FORM WATER SI IEDDING I APS 2. Al" THE INTERSILC]ION OF CHIMNEYS OR 01HER MASONRY CONSIRUCDON WI IH FRAME OF! SiUCCO WALLS, WI -II -I PROJECZINC LIPS ON B(DIH SIDES UNDER STUCCO COPING& 3, UNDER AND AT THE ENDS OF M,450NRY, WOOD OR METAL COPINGS AND SILLS. TYPICAL FLASHING DETAIL AT SILL PLATE 4. CONT�NUOUSLY ABOVE ALL [!)R'OJECIING WOOD �'RIM. 5. WHERE EXTERIOR PORCIIIL.S, DLCKS OR STAIRS ATTACH TO A WAI L, OR FLOOR ASSEMBLY OF WOOD-'.. FRAME CONSTRUCTION. N.T.S. 6. AT WALL AND R G 0 [7 INTERSECTIONS. 7. Al BUILI--IN CUFIERS. I (VERIFY V TF4155 MANUF.) 12 12 ROOF TRU55E AT 24" O.C. (TYPICAL) TRAY 2.96 CLG. 12 BR FST. BR. 3 L I br) j SECTION AA. 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING GL OPENING HEIGHT5 NOTE: IN FDWELLING UNITS, WHERE THE OPENING OF AN OPERABLE 15 THIS DETAIL SHOWS THE TYPICAL THICKNESS WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED OF ALL RAISED TEXTURED FIN15H BANDING A U" FINISHED GRADE OR SUBAGE BELOW, THE LOWEST PART AND SANE) FINISHED KEYSTONES (WHERE ILIJ APPLICABLE) IF THICKNE56 16 TO BE OF THE CLEAR OPENING OF THE WINDOW SHALL BE A x L U DIFFERENT IT WILL BE CALLED OUT AT MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SPECIFIC KEYNOTE CALL -OUT 47ITION; OF 1111Nr)0111; AWAI I NOT PPIQMIT ORPNINrc; TWAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE TO BE PER 201(0 F.B.C. RE51DENTIAL CODE 8103.6.1 AND FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 3/4" ASTM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, 2010 F.B.C. RE51DENTIAL CODE R103.6.2. AND ASTM C 1063. WHERE PROVIDED, SHALL COMPLY WITH THE * * * REQUIREMENTS OF 45TM F 2090 PER F.B.C. 2010 TYP. CROSS-SECTION OF RAISED RESIDENTIAL CODE 8612.3 TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" 1'-0` SHEATHING PER PLAN 3 15# FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNESS 4 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD FRAME/MA5ONRY INTE5ECTION UNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU 2 METAL OR PLASTIC EXPANSION JOINT III FROM TOP OF CMU 5/6' STUCCO OR CEMENTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE DAVIS BEWS DESIGN GROVP 150 STATE STREET' EAST OM MAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWWDAVISBEWSCOM TAMPA e JDEP4NI'ER EST. 1994 low CD m 0 0 Lr) o Tmmi I F� >= 0 < INSTALLED OVER FRAME AND CMU z O WEEP SCREED DETAIL 0 PER M.C.D. ENGINEERING SCALE: 3" : I'-0` OHO �FAq4, R 0 -of 8 9 2 ELEVATION " All GARAGE RIGHT • TITLE • BUILDING SECTION FLASHING DETAIL DETAILS v 11 x JOB NUMBER 25002.171• CAD FILE NAME LOT 15 TB J- to U o _j 0 N oom REVISED Lo Lo tL C) 0 0 81 c E FL 00) A U. L c%1 Ito U) 0 CC2, 0 4j z r2 till to 0 n CV* A* DAVIS BEWS DESIGN GROVP 150 STATE STREET' EAST OM MAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWWDAVISBEWSCOM TAMPA e JDEP4NI'ER EST. 1994 low CD m 0 0 Lr) o Tmmi I F� >= 0 < INSTALLED OVER FRAME AND CMU z O WEEP SCREED DETAIL 0 PER M.C.D. ENGINEERING SCALE: 3" : I'-0` OHO �FAq4, R 0 -of 8 9 2 ELEVATION " All GARAGE RIGHT • TITLE • BUILDING SECTION FLASHING DETAIL DETAILS v 11 JOB NUMBER 25002.171• CAD FILE NAME LOT 15 TB ISSUED 05-12-15 REVISED A A U. CC2, c%1 It to 0 n CV* A* z DAVIS BEWS DESIGN GROVP 150 STATE STREET' EAST OM MAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWWDAVISBEWSCOM TAMPA e JDEP4NI'ER EST. 1994 low CD m 0 0 Lr) o Tmmi I F� >= 0 < INSTALLED OVER FRAME AND CMU z O WEEP SCREED DETAIL 0 PER M.C.D. ENGINEERING SCALE: 3" : I'-0` OHO �FAq4, R 0 -of 8 9 2 ELEVATION " All GARAGE RIGHT • TITLE • BUILDING SECTION FLASHING DETAIL DETAILS v 11 4/0 ALU. CABLE MAIN DISCONNECT METER A/C 150 STATE STREET EAST OL DSMAR, FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM x ro COMBO - SQUARE DDISC. C U r0 +14 AND 012 COPPER TO 0 REFER TO FLOORTYP. PLAN FOR NOTED MAIN DISC. N51DE LIGHTS AND OUTLETS PANEL AMPS. REQUIRED MV COPPER TO WATER HEATER UNDERGROUND 18 COPPER TO RANGE SERVICE BY 04 COPIER TO 5/8" POWER COMPANY GROW ROD D coco ALSO SERVICE TO BE BONDED • TO FOOTING STEEL 00 ELECTRICAL RISER DIAGRAM NOTE: E�J�o ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. �+ OM�ti Z'72 ° LECT ICAL 'KED NOTES- OTES1. 1.PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I) AS INDICATED DUPLEX CONVENIENCE OUTLET 4 EXHAUST FAN ON PLANS OR AS ITEM NO, 4 AND 5 BELOW INDICATES. DUPLEX OUTLET ABOVE COUNTER ;Q. EXHAUST FANLIGHT COMBINATION WEATHERPROOF DUPLEX OUTLET ELECTRIC DOOR OPERATOR (OPTIONAL) 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE P FOLLOWING HEIGHTS ABOVE FINISHED FLOOR—GROUND FAULT INTERRUPTER DUPLEX OUTLET 5] CHIMES (OPTIONAL) SWITCHES.... 42" HALF -SWITCHED DUPLEX OUTLET o PU5H5UTTON SWITCH (OPTIONAL) OUTLETS ..... 14" SPECIAL PURPOSE OUTLET ® CARBON MONOXIDE DETECTOR TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ..14" DUPLEX OUTLET IN FLOOR ® SMOKE DETECTOR 220 VOLT OUTLET s>, SMOKE / CARBON MONO. COMBO DETECTOR 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER WALL SWITCH TELEPHONE (OPTIONAL) SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 3 THREE-WAY SWITCH „ TELEVISION (OPTIONAL) 14 FOUR-WAY SWITCH Q THEW06TAT 4, ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING $ D DIMMER SWITCH M ELECTRIC METER ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. CEILING MOUNTED INCANDESCENT LIGHT FIXTUIE �• ELECTRIC PANEL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2006 406.1.1. WALL MOUNTED INCANDESCENT LIGHT FIXTURE DISCONNECT SWITCH i0• RECESSED INCANDESCENT LIGHT FIXTURE ® SPEAKER (OPTIONAL) 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IGF.(). LIGHT FIXTURE WITH PULL CHAIN c7 ROUGH -IN FOR OPT. CEILING FAN TRACK LIGHT v J 6. It IS THE RE5PON5I5ILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL c FLUORESCENT LIGHT FIXTURE c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA 1OA-05, N.E.C. 2008, 2010 FB.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ROUGH -IN FOR OPT. CEILING FAN GJ ORDINANCES. 1. EVERY BUILDING HAVING A 1`056IL-FUEL-5URNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. A/C DISCONN. G.C. VERIFY: LOCATION W.P. OF FLOOD LIGHT GF.I. j r0 SWITCH At � — — --- — — I ROUGH -IN 1 _ �._, MASTER SUITE ,. . FOR oPt. ,/`� LANAI FAMILY ROOM Q, FANLIGHT �/ I �% W.P.` v - G.C.- VERIFY: LOCATION G.F.I. /� OF RECESSED CAN ROUGH -IN 1 LIGHra . FOR OPT. -� > FAN/LIGHT * * * * I SD G.C. VERIFY LOCATION \O r `"- �O 10 FLOOD �-- a FOR CEILING FANS ' ' I LIGHTS PRE -WIRE * * FAMILY ROOM A.H. ' J DISC. ROUGH -IN FOR OPT. FAN/LIGHT ® \ I M. BATH JILAXA�. GF.1. _� \ \ 10\; �GF.I. 7� JI (SWITCH D I W.P. MICROWAVE �DISP. \ 1 I IN ATTIC GF.I. OUTLET +14 0�_ / — — — — — O O 22 VENT HOOD � G.F.I. TO EXTERIOR KITC H E N GF.L �r' I I M CH W.P. `O; I I 1 MAKE - I I MAKE-UP F.I. I LIGHTS r - % BATH 2. 1 BEDROOM 2 l C /� I � I III % I / �✓� ROUGH -IN III G.C. VERIFY ABOVE / I — — — — — _ FOR OPT. 7 _ -ju UNDER CABINET / J FAN/LIGHT LIGHTING AT KITCHEN I — — — — — G .I BRKFST. � I I 1 I PENDANT i i i i Sp (VERIFY IBJ) DBEDROOM 3 o N I 1 \> ROUGH -IN l -" FOR OPT. / 1 I i FANLIGHT PENDANT I I LI_ J UTI N . n> SR i GF.L DINING I AT 4811 GF.I. AT 48 PUSHBUTTON FOR CSD. OPENER I PENDANT LIGHT AND SWITCH (VERIFY IN ATTIC J LOCATION) -' W.P. / G.F.I. FOR T.UjG. SERVICE � �1+r�8-+4t1N ELEC. E LEC. GARAGE LP J PANEL METER G.C. VERIFY: LOCATION D E N OF RECESSED CAN I LIGHTS I I CLG. OUTLET / D FOR GD. OPENER ----- -------------- — -1 ENTRY '0' GF.I. 1 IRRIG. — I I AT 48" I I 2055 OPT,COACH �� / WAN LIGHTING -` -- �� LIGHTING gUILp�� 0 .ELECTRICAL PLAN- GARAGE RIGHT JOB NUMBER 25002.17f CAD FILE NAME LOT 15 TB ISSUED 05-12-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL DSMAR, FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM x ro EST. 1994 C U r0 0 -' N' do N 0 01 D coco • 00 Oro0o E�J�o c S++N o �+ OM�ti Z'72 ° ON JOB NUMBER 25002.17f CAD FILE NAME LOT 15 TB ISSUED 05-12-15 REVISED T/ TLE ELECTRICAL PLAN • SHEET • 4 • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL DSMAR, FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E:*2 EJ L EST. 1994 T/ TLE ELECTRICAL PLAN • SHEET • 4 • GENERAL NOTES ENGINEERED LUMBER #5 25" ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 3009 FOUNDATIONS VALUES AS FOLLOWS: C DECKS - 40 PSF SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS COLUMNS BEAMS D STAIRS - 40 PSF E ROOFS - 20 PSF OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. MINIMUM BEARING CAPACITY 2000 PSF Fb = 2500 = Fb 3000 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, TERMITE TREATMENT Ft = 1500 BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF Ft = 1700 ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SUBTERRANEAN TERMITES OR A PERIMITER TREATMENT (BORACARE) MAY BE USED Fc ��= 3000 Fc ��= 3000 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA Fc .L = 900 Fc 1 = 900 MANUFACTURER'S DRAWINGS DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. Fv = 285 FIELD REPAIR NOTES CAST IN PLACE CONCRETE Fv = 2s5 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END 1. OMITTED REBAR 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS GRAIN CONDITION U.N.O. DRILLA 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR CEILING CONSTRUCTION REBAR, AND INSTALL VERTICAL REBAR (SIZE AS NOTED ON PLAN) INTO EPDXY ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 1. USE 72-- CEILING OR SAG RESISTANT BOARD FOR 24"O.C. FRAMING UNLESS FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL OTHERWISE SPECIFIED. 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS CONFORMING TO ASTM A-615 GRADE 40. LIVING SPACE IS ABOVE THE GARAGE. FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 UNDER STAIR PROTECTION APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SPEC IFICATIIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH DIAMETERS(EXCLUDING BEND). REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 1 /2-INCH(12.7MM) GYPSUM BOARD. 2. STRAPS,/CONNECTOR SUBSTITUTION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED, AT EACH END SHALL BE PROVIDED. AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 3. STAIR CONSTRUCTION 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. STRUCTURAL STEEL 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, CENTER TO UPPER 1/3 OF THE SLAB. G50 ZINC COATING Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: BOLTS AND THREADED RODS 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. A36 Fy=36 KSI. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL 2. USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL PRESERVATIVE WOOD TREATER. A325N BOLTS SHALL BE BROUGHT TOA "SNUG -TIGHT" CONDITION AS DEFINED BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH PRESSURE TREATED WOOD. PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 ASTM A 153. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PREFABRICATED WOOD TRUSSES ED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL THREAADDSH 3. PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT MASONRY WALL CONSTRUCTION CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %6" UNO. OF 2000 PSI (f'm = 1900 PSI) FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". WALLS AND STRUCTURAL PLANS FOR MORE INFO. MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PSI. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE PROTECTION. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH BY TRUSS ENGINEER OF RECORD 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" WITH THE LATEST EDITION OF ANSI TPI 1. SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. CLEARANCE TO INSIDE FACE. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 9. OVERHANGING CMU WALL 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS VERTICAL CELLS PER PLAN. 7, REINFORCING STEEL SHALL BE LAPPED PER TABLE BELOW UNLESS NOTED MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE OTHERWISE ON THE DRAWINGS. TRUSS DESIGN LOADS REBAR SIZE IN. LAP SPLICE LENGTH #5 25" #6 3009 #7 35" ROOF TOP CHORD LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 PSF(SHINGLE TYPE ROOF COVER) DL = 20 PSF(TILE TYPE ROOF COVER) DL = 14 PSF AT OVERBUILT BOTTOM CHORD : DL = 10 PSF DESIGN LIVE LOADS (MINIMUM): 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND AFLOORS - 40 PSF B BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SO FT) WIND SPEED (ALLOWABLE) 108 mph COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING RISK CATEGORY II BUILDING TYPE V B BEND C DECKS - 40 PSF 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. D STAIRS - 40 PSF E ROOFS - 20 PSF (+) VALUE DENOTES PRESSURE EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW 10 METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. GENERAL DETAILS OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS 12. PROHIBITED. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING MANUFACTURER'S DRAWINGS UPDATE ELEV. G 2010 GODS-JAGKSONvILLE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FIELD REPAIR NOTES 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO 1. OMITTED REBAR ADDED ELEV B SIDE ENTRr Cs,4RAGE OPT, CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 DRILLA 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE REBAR, AND INSTALL VERTICAL REBAR (SIZE AS NOTED ON PLAN) INTO EPDXY GARAGE DOORS FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. CRE,4TED ELEV, D FRONT LOAD w/PKT SCID OPT. CONCRETE CONSOLIDATION. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO WIND PRESSURE/ SUCTION SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SPEC IFICATIIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR 2 STORY HOMES IS 30FT AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE DIAMETERS(EXCLUDING BEND). 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY 2. STRAPS,/CONNECTOR SUBSTITUTION SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR 5. ALL LUMBER SPECFIED ON DRAWING ARE INTENDED FOR DRY USE ONLY GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED, SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILS BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE BE USED FOR RISERS &TREADS ILO 2x12'S CENTER OR THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH 4. METAL 'STUD SUBSTITUTION SIMPSON HSS2 STUD SHOES, TYP U.N.O. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS 7. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE 5. OMITTED J -BOLT CORROSIVE TO STEEL. IT IS THE RESPONSIBILITY TO VERIFY THE TYPE OF WOOD -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. DRILL & EPDXY w/ SIMPSON SET EPDXY 0 5" MIN EMBED. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES USED ILO 1/2" J -BOLT. NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS IS TO BE PRESSURE TREATED. 7. MORTAR JOINTS 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR -FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT REINF. REQUIRED) 10. WOODEN TOP PLATES. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON WOOD CONSTRUCTION EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. "NATIONAL ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA DESIGN 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SPECIFICATION FOR WOOD CONSTRUCTION", LATESTEDITION.(NDS) SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. EPDXIED INTO TIE BEAM OR FOOTING STRUCTURAL WOOD FRAMING MEMBERS. (LE. BLOCKING OR GABLE END BRACING), 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. N0. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. 9. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND VERTICAL CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF RECORD FOR APPLICABLE REPAIRS. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 EFFECTIVE WIND WIND PRESSURE AND SUCTION (PSF) AREA (SQ FEET) (+) VALUE DENOTES PRESSURE S5 (-) VALUE DENOTES SUCTION AREA FOUNDATION DETAILS SD2 GENERAL DETAILS (+)21.2 '---7+)21.2 GENERAL DETAILS 10 - 22.9 (-)28.3 GENERAL DETAILS (+)20.2 (+)20.2 20 - 22.0 - 26.4 UPDATE ELEV. G 2010 GODS-JAGKSONvILLE (+)19.0 (+)19.0 50 (-)20.8 (-)2.3.9 ADDED ELEV B SIDE ENTRr Cs,4RAGE OPT, 18.0 +N1 (+)18.0 100 N- 19.8 (-)22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" CRE,4TED ELEV, D FRONT LOAD w/PKT SCID OPT. __(7+718.4 + 17.7 CREATED ELEV. C 3 G,4R CsARACzE OP7, 4 OPT. BEDROOM #4 - 20.9 - 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ryl GRE,4TED ELEV. A STD EXP. C PER UJPK 4(o ��ryry55.,�� `V STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOMES IS 15FT, 2 STORY HOMES IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLAN S4 ROOF FRAMING PLAN S4.1 NOTES AND SCHEDULES S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 GENERAL DETAILS UPDATES NUMBER DATE DESCRIPTION I 12-2-I1 GREATED E LEV. A 2 12 -15 -ll CREATED ELEV. C 3 0I-04-12 ADDED ELEV G SIDE ENTR-�' Gc4f;P,4CxE OPT. 4 03-07-12 ADDED ELEV A SIDS ENTR1' GARAr_;�E OPT, 5 03-20-12 UPDAtE ELEV. A 2010 CO:DE-ORLANDO ro 03-22-12 UPDA7E ELEV, A 2010 G0DS-JAGK50NVILLE 1 04-02-12 UPDATE ELEV. B 2010 CODS -ORLANDO S 04-02-12 GRATE ELEV: B 9 m5 -m2-12 UPDATE ELEV. G 2010 GODS-JAGKSONvILLE 10 05-02-12 CREATED ELEV. A 3 CAR GARACxE OPT, 11 05-15-12 ADDED ELEV B SIDE ENTRr Cs,4RAGE OPT, 12 O9-01-12 GREA7E1:) ELEV. D FRONT COAD 13 04-05-13 CNECKED BAMS PSR 2013 SYP#2 VALUES 14 0-4_09_13 CRE,4TED ELEV, D FRONT LOAD w/PKT SCID OPT. le� 0(0/01/13 CREATED ELEV. C 3 G,4R CsARACzE OP7, 4 OPT. BEDROOM #4 I& OE�/01/14 CRE,4TED ELEV. A UJ/ OUTDOOR KITCHEN, EXP, C AS PSR IUPK-gym 11 X5/21/14 GRE,4TED ELEV. A STD EXP. C PER UJPK 4(o 18 X5/28/14 GREATED ELEV. C StD AXP, G PSR LUPK IS i i a� > � w %� N duP LL, �i f 0 � W O a h $, ©�W ® a Z ix- -Oct 30U J OO a (A � o LiJ W°'�� AMz�n L- w w Zz - : Vrupcz cc Q a oa o D oa_4H � p44 i HU �oECQ� a F- F- ZO VC� Ld La V 0 0 r Lo I D Q f- Z ^ 0 one o Q --� V >: 10� WLv w s �V O O 0 Z o IzOm o�_z WJ Z 0� O�QO _ Q 1- _ I-- M I- DESIGN DRAWN CFG/BAD iv CHECKED LA VIED/-- -- --- -- e ti� DWG.No. TM -2150513 USANFco)RD JOB No ---------- AS ----._. SCALE ASNOTED-- DATE 05/26/2015 1892 si SHT 10WEL PLAN 1/4"=1'-0" di I ryt1 � SYM50LS LEGEND lir I c� 0. 0111111fill��' Lj ■ INDICATES GROUT FILLED CELL WITH (1) VERT. *5 .••`""••� ,� ''�,.' a n CONT. FTG, TO TIE BEAM l8'-8 O.C. MAX U.N.O.). '® �•��`°.� N . X•` �� W i ®e o _ • INDICATES GROUT FILLED CELL WITH (2) VERT. "S _ W ju Z CONT, FTG, TO TIE BEAM. '" : aC.® 0 �. �; Q U m INDICATES GROUT FILLED CELL WITH NO `®o'�•.....®�®���'��C -� REINFORCEMENT. c P�'.`��� o 1/2 J -BOLTS o FROM EACH END OF WALL AND o _ 32" O.G. (ro" MIN. EM5ED) U.N.O.4`,, 3 a a 0 Z 0 WW'� o .0 CQ P. v W Z O� 40 C c� IL)," q �j co Z z O o W c �z W 10 .0w J 0 �wF�� a � Eoaw� o U02 �W � Ld N 0 in, LLJ Ljj -J V x 0 � zQ~ oo O � cn � W O o „0 Zm o O 0 Z W J z O 0 o�Q�= F CL (0 DESIGN DRAWN CFG/BADre JV CHECKED LA DWG No. TM -2150513 JOB No. SCALE AS NOTED DATE 05/26/2015 #. S3 SHT CONNECTION SCHEDULE MARK SIMPSON STRONG TIE REFERENCE No. 1❑ (1) META16 TRUSS TO CMU 2❑ HUC210-2 BEAM TO CMU MGT TRUSS TO CMU w/ J" ALL THREAD ROD, 12" MIN. EMBED w/ END OF HEADER SIMPSON SET EPDXY OR EQUIV. QABU44 POST TO CMU w/ 5/8" ALL THREAD ROD 7" MIN. EMBED w/ SIMPSON SET EPDXY OR EQUIV. DHST24 BEAM TO POST 1 HUSC28-2 BEAM TO WALL OR BEAM TO BEAM (2) META16 TRUSS TO CMU Q HTT4 TRUSS TO CMU W/ %" ALL THREAD ROD, 7" MIN. EMBED W/ SIMPSON SET EPDXY OR EQUIVALENT & (18) SD#10 x %" SCREWS TO (2)2x8's 1/2" TRUSS LTT20B w/(10) 10d NAILS & I" EPDXY ANCHOR w/SIMP. SET EPDXY SPACER MIN. 7" EMBEDMENT COLUMN SCHEDULE Ld i O4x4 SYP #2 PT POST QTTY. OF JACK STUDS EACH END OF HEADER ROOF NOTES: Q H2x6 SPACER KING STUD TO HDR 1 j ®.EA. END 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO (2)2x8's 1/2" NAIL K H2x8 SPACER N)GISTUDND TO HDR 2 0 EA. END SERVE AS A TRUSS DESIGN. PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY 0's WR ED NAIL KING N H2x10 "16d 1 /2" SPACER 1/2 STUD O HDR 2 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS (2)2x12's W/ (10) 16d END NAIL H2x12 1/2" SPACER KING STUD TO HDR 2 WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 0 EA. END NOTES: 1. HEADER SIZES SHOWN ARE MINIMUM REQUIRED PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS ASSEMBLY REQUIRED. 2. HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EACH END. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE 'R INDICATES BEARING FRAME WALL 2x's 016" O.C. OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON—BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: Z A) ALL CEILING HUNG SOFFITS AND SOFFITS 0 WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON CL PLANS. _ 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE C) INSTALLATION. 8. IT; IS REQUIRED TO BRACE AND BLOCK PER BSC1 1 Ld CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND 0 BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. WAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH COLUMN SCHEDULE '4 (2) 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 SYP #2 PT POST QTTY. OF JACK STUDS EACH SHINGLE) OR 191/32" (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 0 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. HEADER SCHEDULE TAG HEADER FASTENERS, QTTY. OF JACK STUDS EACH END OF HEADER (2)2x6's W/ 1/2" (6) 16d END NAIL H2x6 SPACER KING STUD TO HDR 1 ®.EA. END SHEATHING TO BE PLACED WITH LONG DIMENSION (2)2x8's 1/2" NAIL K H2x8 SPACER N)GISTUDND TO HDR 2 0 EA. END PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY 0's WR ED NAIL KING N H2x10 "16d 1 /2" SPACER 1/2 STUD O HDR 2 0 EA. END CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS (2)2x12's W/ (10) 16d END NAIL H2x12 1/2" SPACER KING STUD TO HDR 2 0 EA. END NOTES: 1. HEADER SIZES SHOWN ARE MINIMUM REQUIRED PER LOCATION, LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL SEE BOX HEADER DETAIL FOR ASSEMBLY REQUIRED. 2. HEADERS (4) FEET OR LESS IN LENGTH MAY HAVE (1) JACK POST AT EACH END. SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE 'R INDICATES BEARING FRAME WALL 2x's 016" O.C. SHINGLE) OR 191/32" (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 0 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. as �®�era'Arr®ro' w o SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE 'R ®� � N ® '� a '✓ MIN. 15/32 O.S.B�� AND SHALL BE NAILED dee• ee•e/�® 1i0 w t — W/ (2) ROWS 0 3 O.C. AT TOP AND (2) ROWS AT BOTTOM -"'�S°•� � Z Z OF WALL, 6 O.C. ALL OTHER EDGES AND 12 IN :• M < FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. ... NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS x �"��� �'" ease• ��q�a J SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV— ATIVELY TREATED WOOD SHALL BE HOT—DIPPED ZINC—COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH (� ASTM A 153. W —J r CONNECTION NOTES. ALL TRUSS/BEAM TO MASONRY CONNECTORS TO W M BE SIMPSON META16 (WITH A TSS IF THE FRAMING �' w WmZ r w IS NOT EQUIPPED WITH A MOISTURE BARRIER), E Z W U.N.O. _ 4004 .-� ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE U A Z 0 m SIMPSON H10A (SINGLE PLY) OR H10-2 (2 PLY)V) E4 d U.N.O. GABLE END TRUSS TO FRAME CONNECTIONS TO BE c Q iD .., SIMPSON HTS20 WHEN TRUSS DOES NOT HAVE rA CONTINUOUS BEARING. x z O d �Sz7 �U �� ALL TRUSS TO TRUSS CONNECTIONS TO BE Q Wc,O O px SPECIFIED BY TRUSS MANUFACTURER U.N.O. J SIMPSON H2.5A MAY BE USED ON CORNER ° �_ (n F O a Cq cq JACK AND END TRUSSES WHERE UPLIFT F— Lv © Pa v cq DOES NOT EXCEED 535 LBS. A T R W REPLACEMENT FOR = Z OMITTED - STRAPS. N MISSED META -16 LINTEL STRAPS FOR MASONRY c CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)MTSM16 FOR UPLIFTS OF 841 LBS. TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS Ln 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE �a LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT � TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN Z Q 0 FBC 2010 EDITION SECTION R806 O J op 4• ROOF VENT AREA FORMULA: 0 SQ. FT. OF CLG� � — >:., IT. OF C -- - AREA OF FREE VENTILATION REQ D. W Li * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE `, 0 W 0 O O �0 � Zm a �ooZ wJZry 0 DESIGN DRAWN CFG/BAD JV - - -- ...... _ UF0 CHECKEDLA T.o.TM-2150513 JOB No. SCALE AS NOTED DATE 05/26/2015 NOTES AND SCHEDULES- S4*1 1/499=19-099 SHT MIL VAPOR BARRIER - Si-iU1R. I I (1�It�RIOR GARAGE I IUA INTERIOR •.e _111_111 GRADE — __ GRADE W LU OW = I ISI I I 11=III_—=1 I ISI I _ (I) "5 SPACING PER DOWEL — __-- — (1) "5 SPACING PER DOWEL — '} __ _- = ul I I=I I = I 11-1 1= 11=1 I e-- --=- --_�: �-• e— l i 1-1 i PLACEMENT PLAN AND IN EACH _ — — - PLACEMENT PLAN AND IN EACH----__ I I ° _ III—III — I } — ` . - a ° � � 11= � _ =1 I I --I I 1=1 El 11= I i 1= ' ' ' CORNER (UN.O.), FILL CELL �I - III. --1 I = - COMER (UN.O.), FILL CELL I I==1 I -1 11=1 =1 I z 1 4 Soup EACH +5. HOOK -- -- -- ? __ —= ___ _ _I=111- 11=TI I II I I11ITI I ITI I I I I I I I I I I Il 0 SOLID 6 EACH 15. HOOK —I I—I : I I ISI I I—I I N --_= I=1 I- I I I I _ REBAR 6" INTO FOOTING =1 1= I _ _I REBAR 6 INTO FOOTING r I I f=1 I ISI I I III== 11= I I III- u+ coNT. I_ =1 (oil (1=�= I I-- i1— ° —_— /'�/ CLEAN COMPACTED FILL 9 III— ; . 1— h I1-011 �.1 U I'-= I ; a 1.1 CLEAN COMPACTED FILL 9 I — l U "5 CONI. W/ 3 MIN. K/ STANDARD DENSITY AND - ( — �' —I II II ANDATERMITE TREATED DENSITY AND I = �—I- 7 -2 VIA? GONG. FTG. W/ (2) CLEAR Ljj TERMITE TREATED T III—III—III I i �� �� 2 10 xl2 GONG. FTG. W/ (2) �1 "5'S CONT. ON CHAIRS ''S CONT. ON CHAIRS I' -0" WHERE 2ND STORY OCCURS, FTG 1 - 0 WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(2)15 BARS SHALL BE 1'-4" WIDE w/(2) 05 BARS 5��4#3 ROSS 5 OFFSET FOOTING 1 TYP. 1 4 2 STORY FOOTING DETAILS „� , " 3 GARAGE CU TAILS 3/4"=1'-m" �' ��_ NON 5E ARING 3/4 =1'-O" 3/� 1 C R C R 3 D AT SHOWER 3/4 1 a� I 1/2" CWP. BD. EA. 51DE rsa OF 2 x's a 16" O.G. W ry GARAGE INTERIOR 1/2" GYP. BD. EA. 51DE OF 2x'6 16" O.C. 1/2" GYP. BD. EA, SIDE OF 2x'6 `,0►1III y1 i i®��� �i 0 2 1/4" O.C.cq �® �f 7`'�o a ,.....,® cn PT. BOT. PLT. 3-I/2 CONC. SLAP ' �y '', coo ® 0 W Z ,u PT POT. PLT. PT BOT. PLT. .� l* tW •-* I _ d a 1, go I' r'd + . e'.I ' ° Ie + •'e'1� re ' ` d' ° .I — P i n+—Y•a ` +arc ;,.�• !yP a 7 d . e • . —r a -�--_— a a• + RADE _co -- -. ` ---=-,�_�•- I I- 1 I =1•I I-1 — ,.. d "_I = _ - — A d °/7711��=— — a - RI -r - L, -- I IIII I I1 I =1 1= --1 11=I I 1=111 _ _ I - ,. ...=1 11=�__ I -III -I I III -I 11=1 ._ a=1 11=_ 14. I _-- = 11 �- I 1111 ' -1 I _ - _ I .. I _. III III III I I 1=1 11- --_ _ =1 I ISI � = I— —I (2) � 5 CONT. -I I III I I III- — 1.=1 11=111=1 11- �I (3) 5 CONT. W/ 3 MIN.— I—I I— I I I I u_I I ----_ I-1 1-- „ � I � 111, _ „ I ; I 8 x 12 THICKENED CLEAR 11-111 III—I 1=1 f=1(I ) I- UJ/ 3 MIN, CLEAR II II (3) S55 CONT, W/ 3 MIN. �I I (i) 05 CONT.All 10" IPJ" 8 8 CLEAR 10 10 8.. UPLIFT CONNECTORS SUCH A5 SP's, His, AND ANCHOR UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT REQUIRED 5OLT5 ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT CONNECTORS SUCH AS SP's, His, AND ANCHOR BOLTS ARE NOT REQUIRED Z ON WALLS NOT EXPOSED TO UPLIFT FORCES. 5HEARWALL5 REQUIRE ANCHOR UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR 5OLT5 ON WALLS NOT EXPOSED To UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR J p BOLTS AND SHOULD BE PROVIDED PER PLAN. AND SHOULD BE PROVIDED PER PLAN. BOLTS AND SHOULD BE PROVIDED PER PLAN. Una��� Q cq W A�zM NOT OFFSET FOOTING INTERIOR TWO �, g T�IICK�N�D �DC�� 3/4"=1'-O" w � � 2 3/4"=1' -Oil � INTERIOR 5EARING 3/�4 =1 -m s STORY 5EARING 3/�4 =1 -r� � �o a � USED 5EARINC m n4 ZOEAVlm NM"E-1 1. 3�� MAX. OVERHANG (OPTION6) - z a d 0 Z 3/4 RECESS(I)S CONT. PER PLAN (I)S VERT. 02" O.G. MA /'1 A ;1; O dam' PER MFG, SLIDING IN GROUT FILLED CELL 1/2" GYP. PD. ON 2x'6 c �✓ C + 5PEG5 GLASS DR, cr, Z W 16" O.C., U.N.O. CONT. TIE BEAM w/ (1) x (U +5 CONI. PER PLAN 3-I/2" GONG. SLAB w/ FiBERME � �' O � Z ,'� OVER 6 MIL. VAPOR BARRIER 05 REBAR 6 TOP ,�., W O (U'5 CONT. PER PLAN W O O LOPE 3-1/2" GONG. 5LA5 w/ F15EWE PT BOT. PLT. J OVER 6 MIL. VAPOR BARRIER — �. 3-I/2" CONC. BLAB w/ FIBERME a a E..� �" EE CQ E OVER 6 MIL. VAPOR 5ARRIER O y T (I) *5 CONTINUOUS lU "5 FROM FTCx. TO z Z W � —__— - -- cv GLEAN COMPACTED FILL 95�a 111=1 I L=11=III e TIE BEAM 648" O.C. p c� STANDARD DENSITY AND TERMITE ' I_ III -111-1 I $" CMU PLOGK - SPLICE TO BE MIN. 25" — — _ _ ____ _ TREATED =III=III _I 1_=111=111=1 1=1I Lu 4 1/2" CASING - I -I 11= (�=T=III �'. I I=I I (_) I a'� M GLEAN COMPACTED FILL 6 -B 3-1/2 I _111=111=11 IE <.... W 3-1/2 GONG. 5LA w GLEAN COMPACTED FILL 6 95 0 -III-III=III lU 05 VERT. 6 12" O.C. -111-III STANDARD DENSITY AND TERMITE ; I 1 F -I I IAI I PER PLAN A TERMITE 111=) I I=11 I ^ MAX IN GROUT 111=11 I=II �' GRAD TREATED X111=III n, GRADE GRADE N ALUMINUM THRESHOLD STANDARD DENSITY AND ERM E 1 I=III FILLED CELL 8x16 CONC. FTG. —III --III > 11=1111 GLEAN --III—III—III �: —111—III—III— TREATED _ W/ (2) «5'S CONT. - I1=111=1I °;. I I1=1I =1" I' =1I = COMPACTED FII. _ I I1=-1 15 1I III -1I =1I =1 I o 1=1 I L -=III _ - - __ _ 3-1/2" CONC. SLAE3 =111=111- °' �. ON CHAIRS. = 111—III �..I� _ III=III=_I I- (l)'5 VERT. 6 i2 O.G. MAX IN =I I `n°� '� S5% STANDARh=I 11=:1 I I=1 I I —I I III—III—I GROUT FILLED CELL (2500 P.5.1.) W/ SLOPE 8"Aro" CONC. FTG. I =III=I_I.I GRADE —a - 11- 1=III=111 DEN5ITY AND _I III=1 I-- - I I- e I 4 1 rox(o 10/10 W.W.M. =1 =1 I I-= _ __ P. _ e 4 I I� =1 I II 11=1 I I I 11=1 I II I TERMITE TREATEtI 1=1 11=1 I I e =1 LSI 11=1 11= 3/4" RECESS W/ (2) s CONT. _III= I I:-. =III I 1:E I I ..I I 1---I_. I 1=1 I I 4 = I , _ ,I 1. I 1=1 I 1=1 I I e�.l' =1 I 1=1 11= 11= — I AND (o MIL. VAPOR ON CHAIRS. _ _ _ III=III- ..� I I I (-III- 10 xi6 GONG. FTG. w.___ ..._.. — p—�_ a ,, 4 _ BARRIER _ _ _ - --------- --- - _ _ III—III ' I I_I _ _ — II oN(cHAIRS. CONT. — a � .�.30"x12"- a � a III III -----111 I_ _ I I 1 b I I- - --�SLOPE 1/4 -III = � a I -I I I I I I I - I I- coNc. FTG.. I— 1 � ° � I I 1=1 I = PER FOOL I I=III-I 4 .� 4;' -I I I I_ I I III III I I I III II �1 1- . a -i i I i I w/(3's CONT. AND I e. III- - _ -III- I I -III -I I L I I ;III _ _ 4 - N _ _ b. j . a a 4 I I�--I 11�— I^ 111= 11= (i) +� ON TOP PERP. -III-III-i I I_ =1 I 1=1 I I — —1' — _ 4. =I 1= I I 1 I I=-- I I—I I' 24"O.C, 1 I I II 4 A III-- PER MFG, III—I 11= _-.= - R=` -I I L --III— I I- 11.4�I 11= I I—IIIsPEcs I 1=1 1=-1 I1 I =Lo 1 I I-1 I I I_I I- 1 1 1 1 1 1 I=1 11=1 I: a ISI =1 11=1 I I I I I o I; III =-_-- I I -----i 11 EXP ,JOINT -1 I I II III -1 I—� 11=1 1=1 I I=1 I I -I 1 1—i 11=1 I I—I 111= ST OWN STEP DOWN PRIVACY WALL z Q o � EXTERIOR DOOR 11 �OR1Gi"-"I 12 NOT USED 13 ��' D 14 15 NTS 3/4 -1 m FOOTING 3/4 =t O IN FOOTING 3/4"=1' 0° DETAIL 3/�"=1'-m o -j no �='OI,IREh SILLS ST�I�IUJ���.. 3/�" 1'-m" ��_ ,_ IN ,_ - _ N c j JY s OWO FILLED CELL „ O 5TEGARAGE 411 ® PER PLA z OD w� PER PLAN � U� O z TOP VIEW SCORNER �� Ld 1 Z 4 Q O — GRADE �` Ci V) 1— GARAGE WALL —III III. III . 111=1 -III=1_I hI I I=1 III=1 I I=� �_�=11 DESIGN CFG/BAD DRAWN JV =1II III=III=1II_..II_�=1I CHECKED. LA 3-1/2" GONG. 5LA5 411 — --- 411 PVC SLEEVE A/C CHASE—_I I ITI I I — I _ DWG No _TM -2150513 JOB No.. SANpo)�D AS NOTED - ---1 � SCALE - - -- DATE T — — _ —1 IIL, iiI ; IiI ; ilil IIII��III� IiI1='',�c��- 05/26/2015 —III -.L..L I II I I— I—III— _ —III III =III=1 I g" x S" THICKENED EDGE W/ (1) *S CONT. .- , f' THICKENED EDGE MONOLITHIC 4 STE1„WALL A.C. CHASE la NOT USED 19 NOT USED z� NOT USED � 1� -6 GARAGE DOOR 3/�n=1 _amu 1-1 SHT SD1 W i (U 05 FROM FTG, TO TIE BEAM SPLICE TO Q BE MIN. 25" GROUT CELL 50LIp 1� p _ �I FILL JOINT WITH ELA5T 9 I I — S" CMU BLOCK JOINT FILLER I I I I NON -LOAD 3-1/2" GONG. SLAB w/ �I FIBERMESH REINF. OVER 6 3-1/2" GONG, SLAB w/ —\\ I I I PRG. WALL MIL VAPOR BARRIER FIBERMESH VMM: OVER 6 MIL VAPOR BARRIER - Si-iU1R. I I (1�It�RIOR GARAGE I IUA INTERIOR •.e _111_111 GRADE — __ GRADE W LU OW = I ISI I I 11=III_—=1 I ISI I _ (I) "5 SPACING PER DOWEL — __-- — (1) "5 SPACING PER DOWEL — '} __ _- = ul I I=I I = I 11-1 1= 11=1 I e-- --=- --_�: �-• e— l i 1-1 i PLACEMENT PLAN AND IN EACH _ — — - PLACEMENT PLAN AND IN EACH----__ I I ° _ III—III — I } — ` . - a ° � � 11= � _ =1 I I --I I 1=1 El 11= I i 1= ' ' ' CORNER (UN.O.), FILL CELL �I - III. --1 I = - COMER (UN.O.), FILL CELL I I==1 I -1 11=1 =1 I z 1 4 Soup EACH +5. HOOK -- -- -- ? __ —= ___ _ _I=111- 11=TI I II I I11ITI I ITI I I I I I I I I I I Il 0 SOLID 6 EACH 15. HOOK —I I—I : I I ISI I I—I I N --_= I=1 I- I I I I _ REBAR 6" INTO FOOTING =1 1= I _ _I REBAR 6 INTO FOOTING r I I f=1 I ISI I I III== 11= I I III- u+ coNT. I_ =1 (oil (1=�= I I-- i1— ° —_— /'�/ CLEAN COMPACTED FILL 9 III— ; . 1— h I1-011 �.1 U I'-= I ; a 1.1 CLEAN COMPACTED FILL 9 I — l U "5 CONI. W/ 3 MIN. K/ STANDARD DENSITY AND - ( — �' —I II II ANDATERMITE TREATED DENSITY AND I = �—I- 7 -2 VIA? GONG. FTG. W/ (2) CLEAR Ljj TERMITE TREATED T III—III—III I i �� �� 2 10 xl2 GONG. FTG. W/ (2) �1 "5'S CONT. ON CHAIRS ''S CONT. ON CHAIRS I' -0" WHERE 2ND STORY OCCURS, FTG 1 - 0 WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(2)15 BARS SHALL BE 1'-4" WIDE w/(2) 05 BARS 5��4#3 ROSS 5 OFFSET FOOTING 1 TYP. 1 4 2 STORY FOOTING DETAILS „� , " 3 GARAGE CU TAILS 3/4"=1'-m" �' ��_ NON 5E ARING 3/4 =1'-O" 3/� 1 C R C R 3 D AT SHOWER 3/4 1 a� I 1/2" CWP. BD. EA. 51DE rsa OF 2 x's a 16" O.G. W ry GARAGE INTERIOR 1/2" GYP. BD. EA. 51DE OF 2x'6 16" O.C. 1/2" GYP. BD. EA, SIDE OF 2x'6 `,0►1III y1 i i®��� �i 0 2 1/4" O.C.cq �® �f 7`'�o a ,.....,® cn PT. BOT. PLT. 3-I/2 CONC. SLAP ' �y '', coo ® 0 W Z ,u PT POT. PLT. PT BOT. PLT. .� l* tW •-* I _ d a 1, go I' r'd + . e'.I ' ° Ie + •'e'1� re ' ` d' ° .I — P i n+—Y•a ` +arc ;,.�• !yP a 7 d . e • . —r a -�--_— a a• + RADE _co -- -. ` ---=-,�_�•- I I- 1 I =1•I I-1 — ,.. d "_I = _ - — A d °/7711��=— — a - RI -r - L, -- I IIII I I1 I =1 1= --1 11=I I 1=111 _ _ I - ,. ...=1 11=�__ I -III -I I III -I 11=1 ._ a=1 11=_ 14. I _-- = 11 �- I 1111 ' -1 I _ - _ I .. I _. III III III I I 1=1 11- --_ _ =1 I ISI � = I— —I (2) � 5 CONT. -I I III I I III- — 1.=1 11=111=1 11- �I (3) 5 CONT. W/ 3 MIN.— I—I I— I I I I u_I I ----_ I-1 1-- „ � I � 111, _ „ I ; I 8 x 12 THICKENED CLEAR 11-111 III—I 1=1 f=1(I ) I- UJ/ 3 MIN, CLEAR II II (3) S55 CONT, W/ 3 MIN. �I I (i) 05 CONT.All 10" IPJ" 8 8 CLEAR 10 10 8.. UPLIFT CONNECTORS SUCH A5 SP's, His, AND ANCHOR UPLIFT CONNECTORS SUCH AS SP's, H's, AND ANCHOR BOLTS ARE NOT REQUIRED 5OLT5 ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT CONNECTORS SUCH AS SP's, His, AND ANCHOR BOLTS ARE NOT REQUIRED Z ON WALLS NOT EXPOSED TO UPLIFT FORCES. 5HEARWALL5 REQUIRE ANCHOR UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR 5OLT5 ON WALLS NOT EXPOSED To UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR J p BOLTS AND SHOULD BE PROVIDED PER PLAN. AND SHOULD BE PROVIDED PER PLAN. BOLTS AND SHOULD BE PROVIDED PER PLAN. Una��� Q cq W A�zM NOT OFFSET FOOTING INTERIOR TWO �, g T�IICK�N�D �DC�� 3/4"=1'-O" w � � 2 3/4"=1' -Oil � INTERIOR 5EARING 3/�4 =1 -m s STORY 5EARING 3/�4 =1 -r� � �o a � USED 5EARINC m n4 ZOEAVlm NM"E-1 1. 3�� MAX. OVERHANG (OPTION6) - z a d 0 Z 3/4 RECESS(I)S CONT. PER PLAN (I)S VERT. 02" O.G. MA /'1 A ;1; O dam' PER MFG, SLIDING IN GROUT FILLED CELL 1/2" GYP. PD. ON 2x'6 c �✓ C + 5PEG5 GLASS DR, cr, Z W 16" O.C., U.N.O. CONT. TIE BEAM w/ (1) x (U +5 CONI. PER PLAN 3-I/2" GONG. SLAB w/ FiBERME � �' O � Z ,'� OVER 6 MIL. VAPOR BARRIER 05 REBAR 6 TOP ,�., W O (U'5 CONT. PER PLAN W O O LOPE 3-1/2" GONG. 5LA5 w/ F15EWE PT BOT. PLT. J OVER 6 MIL. VAPOR BARRIER — �. 3-I/2" CONC. BLAB w/ FIBERME a a E..� �" EE CQ E OVER 6 MIL. VAPOR 5ARRIER O y T (I) *5 CONTINUOUS lU "5 FROM FTCx. TO z Z W � —__— - -- cv GLEAN COMPACTED FILL 95�a 111=1 I L=11=III e TIE BEAM 648" O.C. p c� STANDARD DENSITY AND TERMITE ' I_ III -111-1 I $" CMU PLOGK - SPLICE TO BE MIN. 25" — — _ _ ____ _ TREATED =III=III _I 1_=111=111=1 1=1I Lu 4 1/2" CASING - I -I 11= (�=T=III �'. I I=I I (_) I a'� M GLEAN COMPACTED FILL 6 -B 3-1/2 I _111=111=11 IE <.... W 3-1/2 GONG. 5LA w GLEAN COMPACTED FILL 6 95 0 -III-III=III lU 05 VERT. 6 12" O.C. -111-III STANDARD DENSITY AND TERMITE ; I 1 F -I I IAI I PER PLAN A TERMITE 111=) I I=11 I ^ MAX IN GROUT 111=11 I=II �' GRAD TREATED X111=III n, GRADE GRADE N ALUMINUM THRESHOLD STANDARD DENSITY AND ERM E 1 I=III FILLED CELL 8x16 CONC. FTG. —III --III > 11=1111 GLEAN --III—III—III �: —111—III—III— TREATED _ W/ (2) «5'S CONT. - I1=111=1I °;. I I1=1I =1" I' =1I = COMPACTED FII. _ I I1=-1 15 1I III -1I =1I =1 I o 1=1 I L -=III _ - - __ _ 3-1/2" CONC. SLAE3 =111=111- °' �. ON CHAIRS. = 111—III �..I� _ III=III=_I I- (l)'5 VERT. 6 i2 O.G. MAX IN =I I `n°� '� S5% STANDARh=I 11=:1 I I=1 I I —I I III—III—I GROUT FILLED CELL (2500 P.5.1.) W/ SLOPE 8"Aro" CONC. FTG. I =III=I_I.I GRADE —a - 11- 1=III=111 DEN5ITY AND _I III=1 I-- - I I- e I 4 1 rox(o 10/10 W.W.M. =1 =1 I I-= _ __ P. _ e 4 I I� =1 I II 11=1 I I I 11=1 I II I TERMITE TREATEtI 1=1 11=1 I I e =1 LSI 11=1 11= 3/4" RECESS W/ (2) s CONT. _III= I I:-. =III I 1:E I I ..I I 1---I_. I 1=1 I I 4 = I , _ ,I 1. I 1=1 I 1=1 I I e�.l' =1 I 1=1 11= 11= — I AND (o MIL. VAPOR ON CHAIRS. _ _ _ III=III- ..� I I I (-III- 10 xi6 GONG. FTG. w.___ ..._.. — p—�_ a ,, 4 _ BARRIER _ _ _ - --------- --- - _ _ III—III ' I I_I _ _ — II oN(cHAIRS. CONT. — a � .�.30"x12"- a � a III III -----111 I_ _ I I 1 b I I- - --�SLOPE 1/4 -III = � a I -I I I I I I I - I I- coNc. FTG.. I— 1 � ° � I I 1=1 I = PER FOOL I I=III-I 4 .� 4;' -I I I I_ I I III III I I I III II �1 1- . a -i i I i I w/(3's CONT. AND I e. III- - _ -III- I I -III -I I L I I ;III _ _ 4 - N _ _ b. j . a a 4 I I�--I 11�— I^ 111= 11= (i) +� ON TOP PERP. -III-III-i I I_ =1 I 1=1 I I — —1' — _ 4. =I 1= I I 1 I I=-- I I—I I' 24"O.C, 1 I I II 4 A III-- PER MFG, III—I 11= _-.= - R=` -I I L --III— I I- 11.4�I 11= I I—IIIsPEcs I 1=1 1=-1 I1 I =Lo 1 I I-1 I I I_I I- 1 1 1 1 1 1 I=1 11=1 I: a ISI =1 11=1 I I I I I o I; III =-_-- I I -----i 11 EXP ,JOINT -1 I I II III -1 I—� 11=1 1=1 I I=1 I I -I 1 1—i 11=1 I I—I 111= ST OWN STEP DOWN PRIVACY WALL z Q o � EXTERIOR DOOR 11 �OR1Gi"-"I 12 NOT USED 13 ��' D 14 15 NTS 3/4 -1 m FOOTING 3/4 =t O IN FOOTING 3/4"=1' 0° DETAIL 3/�"=1'-m o -j no �='OI,IREh SILLS ST�I�IUJ���.. 3/�" 1'-m" ��_ ,_ IN ,_ - _ N c j JY s OWO FILLED CELL „ O 5TEGARAGE 411 ® PER PLA z OD w� PER PLAN � U� O z TOP VIEW SCORNER �� Ld 1 Z 4 Q O — GRADE �` Ci V) 1— GARAGE WALL —III III. III . 111=1 -III=1_I hI I I=1 III=1 I I=� �_�=11 DESIGN CFG/BAD DRAWN JV =1II III=III=1II_..II_�=1I CHECKED. LA 3-1/2" GONG. 5LA5 411 — --- 411 PVC SLEEVE A/C CHASE—_I I ITI I I — I _ DWG No _TM -2150513 JOB No.. SANpo)�D AS NOTED - ---1 � SCALE - - -- DATE T — — _ —1 IIL, iiI ; IiI ; ilil IIII��III� IiI1='',�c��- 05/26/2015 —III -.L..L I II I I— I—III— _ —III III =III=1 I g" x S" THICKENED EDGE W/ (1) *S CONT. .- , f' THICKENED EDGE MONOLITHIC 4 STE1„WALL A.C. CHASE la NOT USED 19 NOT USED z� NOT USED � 1� -6 GARAGE DOOR 3/�n=1 _amu 1-1 SHT SD1 `I 2 X 6 X 12 P.T. kOF OPENING r-1CENTER BUCK � r 3/8" DIA. ANCHOR -, / 2 X 4 P.T. TOP BUCK �// 2 X 6 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) START BOLTS AFTER GARAGE CURB (8" MAX.) 1 SUCK DETAIL VERT. FUR STRIPS 6 I ro " O.G. MAX. 2X8'5616" O.G. MAX(U.N.O.) 1/2" GYP. BD, M5TAM-24 EA. SIDE OF EA. ST7ANIM TO WALL BELO W/ (9) 10d NAIL (5) 1/4"x23/4" TAPCON5 PER STRAP PT 2X8 Bot. PLT. IX PT NAILER ----N VERT. FUR a: 57RIPS�24" - O.C. MAX. 4 .. A 4 8" CMU WALL SIMPSON H2.5 CONNECTORS (5-56 NAILS) AT EACH RAFTER TO PLATE CONNECTION 7r r- — A — 1t P'VUKtD GILL W11 wo t5AK CONT. FROM BEAM TO FOOTING. NTS I U FIELD FRAME 1/ALLEY I O SCEP DOWN TIE BEAM -TEXTURED CEMTITunus FINISH, ;i" MIN. THK. APPROVED BLDG. WRAP -SHEATHING PER PLAN ATTACH PER NAILING SGPEDULE -1/2" J -BOLT W/SIMP50N LBP81/2 WASHER632" O.C. MAX.(MIN. 6" EMBED.) 0.5.8. TO OVERLAP BOT. PLT 11/4" (MIN.) CONT. *5 IN TIE BEAM TEXTURED CEMTITUOUS FINISH, Y" MIN, THK. I( ) WALL, SPLICE DETAIL 11%"=1'-011 GROUT TIE Bf COARSE 50L NOM. 8" CMU O TIE BEAM DTL. IBUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER (005 CONT. IN TIE BEAM COARSE PROVIDE SCREEN WHEN BLOCK BELOW 15 NOT REQUIRED TO BE FILLED 1,,211=11-011 p 2X8 RIDGE BOA -li _ A - _ • SHEATHING EA. SIDE PER PLAN - mm ■■■I \—(I/)S 5AR IN PRECAST LINTEL 11111111101 /2x6 VERTICAL���rrr•1/IN {�- COLLAR TIE HALF 'I.11I1CELL(1/*5 WAY UP HEIGHT OF FASTEN SYP OR SPF 2X6 (MIN. 111121—GROUT VALLEY. FASTEN W/ (5) WIDTH) PLATE THRU 0.5.8 IIIpli—ENTIRE -� 1od COMMON NAILS e ' EA. END. (TYP.) SHEATHING (THICKNESS PER 'Al MrAil1 IIS■■I■ 5E GROUT FILLED PLAN) TO PRE-ENGINEERED 2x6'5 6 24" TRUSS BELOW WITH 1/4"x4-1/2" O.C. MAX. SIMPSON SDS SCREWS 2X6 PLATE TO TOP CHORD OF EA. ATTACH 2x6 RAFTER TO TRUSS BELOW 2X8 RIDGE BOARD WITH A35 ON ONE SIDE FASTEN CONVENTIONAL 2X VALLEY OF RAFTER. ATTACH A35 RAFTER FRAMING (OR PRE-ENGINEERED ON ADJACENT RAFTER TO OPPOSITE SIDE 648 VALLEY TRUSSES) TO 2X PLATE WITH SHOWN). SIMPSON H2.5 CONNECTORS (5-56 NAILS) AT EACH RAFTER TO PLATE CONNECTION 7r r- — A — 1t P'VUKtD GILL W11 wo t5AK CONT. FROM BEAM TO FOOTING. NTS I U FIELD FRAME 1/ALLEY I O SCEP DOWN TIE BEAM -TEXTURED CEMTITunus FINISH, ;i" MIN. THK. APPROVED BLDG. WRAP -SHEATHING PER PLAN ATTACH PER NAILING SGPEDULE -1/2" J -BOLT W/SIMP50N LBP81/2 WASHER632" O.C. MAX.(MIN. 6" EMBED.) 0.5.8. TO OVERLAP BOT. PLT 11/4" (MIN.) CONT. *5 IN TIE BEAM TEXTURED CEMTITUOUS FINISH, Y" MIN, THK. I( ) WALL, SPLICE DETAIL 11%"=1'-011 GROUT TIE Bf COARSE 50L NOM. 8" CMU O TIE BEAM DTL. IBUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER (005 CONT. IN TIE BEAM COARSE PROVIDE SCREEN WHEN BLOCK BELOW 15 NOT REQUIRED TO BE FILLED 1,,211=11-011 NOTE: FASTEN PT 2X NAILER TO MASONRY W/ 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.G. MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHES AS WELL 1� ARCH WINDOW FRAMING DETAIL NTS ALL LAPS 46 BAR DIAMETER MIN. 5 Tl'P. CORNER VERT. WALL REINFORCING REFER TO DETAILS 6/SD3 4 1/SD4 FOR WALL FRAMING INFORMATION OFRAME t0 CMU WALL CONNECTION DETAIL NTS CMU WALL AS REQ'D PER PLAN (4) EQ. SPACED 3/16"x4" SIMPSON TITENS (w/ WASHERS) 6" MAX FROM TOP AND BOTTOM (D DOOR BUCK DTL. 1/2"=1'-0" BUCK SPECIFIED BY IUINDOW/DOOR MANUFACTURER N u.i d } /—(1)05 IN TIE BEAM NTS y 'm --♦ ♦MNI - -li _ A - _ • SHEATHING EA. SIDE PER PLAN - mm ■■■I \—(I/)S 5AR IN PRECAST LINTEL 11111111101 VERTICAL���rrr•1/IN GROUT 'I.11I1CELL(1/*5 ■■■I =INEXT. MUNI mil■ OMNINON■ MEMO 111121—GROUT VERTICAL IN FILLED CELL (IF REQ'D PER PLAN) mm IIIpli—ENTIRE COLUMN TO im■ 'Al MrAil1 IIS■■I■ 5E GROUT FILLED mm mm ■■NI MEMO -- ■-----■ IMINME-ME-- NOTE: FASTEN PT 2X NAILER TO MASONRY W/ 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.G. MAX. FASTENING REQ. APPLY TO WINDOWS W/O ARCHES AS WELL 1� ARCH WINDOW FRAMING DETAIL NTS ALL LAPS 46 BAR DIAMETER MIN. 5 Tl'P. CORNER VERT. WALL REINFORCING REFER TO DETAILS 6/SD3 4 1/SD4 FOR WALL FRAMING INFORMATION OFRAME t0 CMU WALL CONNECTION DETAIL NTS CMU WALL AS REQ'D PER PLAN (4) EQ. SPACED 3/16"x4" SIMPSON TITENS (w/ WASHERS) 6" MAX FROM TOP AND BOTTOM (D DOOR BUCK DTL. 1/2"=1'-0" BUCK SPECIFIED BY IUINDOW/DOOR MANUFACTURER N u.i d } /—(1)05 IN TIE BEAM NTS y \—(I/)S 5AR IN PRECAST LINTEL VERTICAL���rrr•1/IN GROUT 'I.11I1CELL(1/*5 111121—GROUT VERTICAL IN FILLED CELL (IF REQ'D PER PLAN) IIIpli—ENTIRE COLUMN TO 'Al MrAil1 IIS■■I■ 5E GROUT FILLED ■ NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES VERT. REINFORCING NOTES: 1. WINDOW AND DOOR A55EM15LIE5 TO CONFORM TO 2010 I=BC- R 2, 2X PT 5UCK5/N,41LER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16 "X4" TAP':'�NS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/GUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROW5 OF IOcIX3" NAILS 5TAGGERED612" O.C. QEA. SUCCESSIVE BUCK 5. MIXING OF IX AND 2X 5UCK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5(FASTENING) ARE MET, 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF Sd NAILS 616" O.C. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 9 WINDOW/DOOR SUCK NOTES NTS NTS I(:DNOT USED N.rs. H i i <( I 0 2X4 BLOCKINGSEA. OUTLOOKER (ROOF SHEATHING 2x4 OUTLOOKERS SPAN TO BE 2'-0" MAX.) TEND NAIL WK2)16d NAILS EA. 6 24"o.c, MAX. END (2)16d NAILS PLT. TO STUD TOP SHEATHING; PER 2 -0 MAX.elz BOTTOM(TYP.) (ENE) NAIL PLT5. TO STUD) PLAN ATTACH PER51MPSON H-10(TYP.) NAILING SCHEDULE END NAIL, A. OUTLOOKER N WK2)lrod NAILS TO TRUSS 2X FACIA END NAIL DBL. 2X8 m TOP PLT, W/(2)164 NAIL56EA. OUTLOOKER Z HOLD WALL DOWN 3-1/211 � I PRE -ENG. ROOF TRUSS 2X8'6.91(oO.C. FOR OUTLOOKERS F— (TYP.) 0 - SHEATHING PER � MAX. PLAN ATTACH PER C) NAILING SCHEDULE V) TEXTURED CEl" ITITUOUS W FINISH, i" MIN. THK 0 j 1/2" J -BOLT W/SIMP50N L5P51/2 1/2" GYP. BOARD WASHER632" O.C. MAX. CEILING NAILER (MIN.6 EMBED) AS REQ'D. CMU WALL BELOW . •� � M5TAM-24 TYP. EACH SIDE OF EACH STUD. 1/2" GYP. BOARD REFER TO WALL SPLICE DETAIL FOR FLASHING -- - - ON PT. FURRING ;. +.. REQUIREMENTS (MSTA M -12's MAY BE USED AT i ENDS WHERE HEIGHT 15 LIMITED) UJI NOTE: PROVIDE ADDITIONAL BLOCKING AS Q'D. PER HI5-91 4 TRUSS MAN. DRAWINGS CEILING GYP. BOARD IS NOTA DIAPHRAGM W 't 1 e®eeeeee®•e V��'�I/i � a � 13 G A5LE END-GIVAULTED CE IL ING(CMU WALLS Ni c"i W o �� ee®eeree , C �N�` � /® ! J O [L111� 3 � arm h a SIMPSON HGA-10 4S" O.C. SIMP50N HGA-10 a 4all O.G. OSB NOT REQUIRED o OSB NOT REQUIRED TO BE CONT. a THE TO BE CONT, a THE TRANSITION FROM TRANSITION FROM TOP PLT. TO GABLE Z BEAM TO GABLE TRUSS N op TRUSSCQ J W AN DBL. 2x4 TOP PLT, A Z M L- BEAM PER PL Q mv� FASTEN SIDE WALL~ O ' SHEATHING PER WA SIMPSON H -IrDA PLAN, 0cn W DIAGONALTO � a dC c BEAM SIMPSON OA DIAGONAL , TO TOP o _I �Z) A 0 P4 PLT.LQ Z��W W o C� G4�Zo C w 3EAM CONNECTION 4 Cq ��`U� ��� a wcqz WINV W i= 0 m SIMP50N A23 z 6EA. BRACE TO PLT. C PT 2X8 PLT., 31/4n HOLD Q m CANT. FOR � Y 1/2" J -BOLTS CLG. NAILING W/WA5HER5(MIN. (o" SURFACE CD EMBED) MIN. 6 p FROM EA. END AND PROVIDE lrod NAILS 32" O.C. MAX. o GABLE END TRUSS TO PLT.612" O.C. Z Q MAX. O HGAIOKT e 32" O.C. � O °0 CMU WALL OR • LINTEL BELOW ., n W Ld TIE BEAM COURSE J y WK 05 CONT. A35 DIAGONAL TO Q W O TRUSS BOT. CHORD ^ 0 CMU WALL CONNECTION CLEAR 5FAN CONNE CT I ON� i z m ° S�o�Z oQ�Z DESIGN CDRAWN +� FG/BAD JV h R TO TL 3 515 FO A LE ,�C f N � LA - - ***NOTE.- � � � a CHECKED .......-.... DWG.No. TM -2150513 JOB No LSANqF`0R)DAS NOTED _- ._ .--- DATE 05/26/2015 GA5L E END 0 FLAT CEILING � 1� CONNECTION DETAIL. 3/4"=1'-m" SHT SD2 W � Q � NAIL SCAB TO TOP CHORD p Ilk WITH (4) 0.131"x3 1/4" NAILS - ADD 2x4 VERTICAL SCAB IN KI 11 AT STUD TO EACH TRUSS IF NO WEB IS I DBL TOP PLATE (END NAIL) STUD TYPICAL STUD NAILING* STUD SIZE DOUBLE TOP PLATE SILL PLATE 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) PRESENT i (3) 0,131"x3 1/4" NAILS TYPICAL AT EACH TRUSS I 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH NE ILI (3) 0.131"x3 1/4" TOENAILS Z 2x4 BLOCKING BETWEEN REFER TO PLANS FOR O TRUSSES TOENAILED TO EXACT SIZE OF O.H. — DOUBLE TOP PLATE WITH 2x4 BLOCKS, (2) 16d NAILS 0 EA. F- 0 - � NAILING AT STUD TO 0.131"x3 1/4" NAILS a 4" O.C. END. BLOCK ADJACENT BAYS 0 EA. '-4" MAX. CL DIAGONAL AS SHOWN. FASTEN ROOF ii SILL PLATE (TOE NAIL) * ALL NAILS NOTED ARE 0.131"x31/4" TRUSS (AS NOTED) SHEATHING TO BLOCKS w/8d NAILS U DBL TOP PLATE 0 6" O.C. CONT. 2X4 W FRAMED WALL p i i SIMPSON H10A TYPICAL y- p WALL I /� /-� DIAGONAL TO Y I I CAL WALL 0SHEARWALL CONNECTION OF PERP. BLOCKING 2X4'S @ 24 O.C. (5) 16d NAILS » 35TUD CONNECTION DETAIL NTS TO TRUSSACE TO �, � n BLOCKING � 3/4 =1 -0 GABLE END SHEATHING FASTEN PER PLAN. PROVIDE 2x4 BRACE TO 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. rya -NAIL EACH END OF BLOCKING BETWEEN FLUE AND FRAME /O a W PRE -MANUFACTURED TO DIAGONAL w 2 16d PROVIDE 2X BLOCKING FOR NAILING TO BOTTOM CHORDS WITH (3) CHIMNEY CAP NAILS. 0.131"x3 1/4" GALVANIZED FLASHING PER MANUFACTURER'S SPEC.'S INSTALL 2x4 BLOCKING (I) 5PH4 EVERY OTHER STUD GABLE BRACING 0 48" PRE ENG. TRUSS as ,t,�1a>'siAt,� w p BETWEEN TRUSS BOTTOM 1/16" O.S.B. OR C,D.X. GABLE SHEATHING O.C. MAX. 45' FROM 'f✓ �" N is _ CHORDS a 12" O.C. W/ Sd RING SHANK NAILS a 4" O.G. ON HORIZONTAL (+/- 10')` �° ""««"��Ja/�Ij��i®� It BOTTOM CHORD OF TRUSS TOP OF CHIMNEY SHALL BE A EDGES AND 12 O.G. IN FIELD BRACE NOT REQUIRED 6 m % o w c MINIMUM OF 2'-0" ABOVE A POINT FROM EA S. qs Q Q" ; z WITHIN 10'-0" OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED �: � Z FLASHING cc 2X4 VERTICAL 624" O.G. MAX, O. J TIT PROVIDE (4) 10d NAILS TO NAIL EACH BLOCK TO DBL BOTTOM CHD 8 (3) 106 NAILS TO TOP PLATE WITH (3) 0.131"x TOP CHORD * + PROVIDE BLOCKING BETWEEN 3 1/4" NAILS a -i O + TRUSS BAYS ®48" O.C. `� �� J � FOR FIRST 3 BAYS fit ' II[llttt SEE PLAN FOR SUPPORT (4) 16d COMMONS NAILED a EACH ENp a , DBL TOP PLATE AND TIE DOWN OF JACK GALV. FLASHING + * TRUSSES + FRAMED WALL o 2X4 BLOCKING W/ (2) 16d + * 2X4 BLOCKING W/ (2) 16d COMMONS END ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** COMMONS END NAILED TO * NAILED TO VERTICAL 2X4's Z VERTICAL 2X4's �O * * U1U.-o"0 + + C- ABLE END 6 FLAT CEILING � J w:1 �' CONNECTION OF PARALLEL �FLUE5 UJIT� �-30STON �I�' 3/4 =1 � � A CQ 'z � M 3 UJ�4LL TO ROOF FRAMING u= �- a L� � Tf-'!IL PRE-ENGINEERED TRUSS a �_ a c� W 3 1 � E4-� 0 W16-4 F, Q CO ROOF SHINGLES: ROOF TILES: 0 " W I. MEETS ANSI/UL 790, CLA55 A, ASTM D3462 1. CONC. OR CLAY TILES 1.4-4 0 p 2. SECURE W/(4) NAILS EA. 2, INSTALL OVER 1X2 PT BATTON STRIPS ;Z) 0 d' 3. MEETS UL 82453 PROGRAM ON 43* FELT(A5TM D 228 TYPE U c � E 4 3. USE 5/8" 055 OR CDX SHEATHING �, W 3 O.C. NAILING WITH 0.131"x 2 I/2 26 GA, GALV. FLASHING: c Q O py W � Z NAILS (NOTE: NAILING MAY BE 1. G-90 GALV. COATING � C 00 STAGGERED ACROSS BOTH 2, MEETS ASTM A527 Ld 3. REGULAR I I. PLATES) 4. 1.0/05 MILLOW/PRIMER F- W7 C--� p E-' cit 5. MIN, THICKNESS 0.0187 IN. Z Z w t (5) 0.131"x 2 1/2" NAILS IN LOWER 6. CHROMATE TREATMENT W Q U PLATE (TYPICAL EACH SIDE OF III - HEADER) T 5 tJ HURRICANE ANCHOR A EACH TRUS � W r / � PRE ENGINEERED WD TRUSS 24 O.G. V A o ELEVATION V RIES / i r r" / /' TOP OF MA50NRY % f / f / - r R-30 INSULATION �� •a ALUM. r L DR P EDGE 1/2 YWA c� / / DR L L r l,! r f' ✓' / , 2x CONT. SUBFASCIA Ix2 PT NAILER ' / ,ir, ✓ % NT A UM. SOFFIT TYP. SINGLE TIE -BEAM ,' 3" O.C. NAILING WITH 0.131"x 2 1/2" / / /, W/ (1) '"5 CONT. GROUT j!'r' NAILS INTO BOTTOM (TYPICAL) f ', SOLID o PRECAST CONC. OR REFER TO ELEV. w TOENAIL EACH PLY WITH `/,/, rf,' TOENAIL EACH PLY WITH / ` POWERS STEEL BILL TYP. FOR OVERHANG - Z O 'U (3) 0.131"x 3 1/4" NAILS / / (3) 0.131"x 3 1/4" NAILS 6 ALL WINDOWS J ;/!., WINDOW PER d a O r FLOOR PLAN ' W W r / 1/2" G.W.B, OVER VAPOR S J Y iF '! ' BARRIER W/ R4.1 INSUL. TEXTURED O W O EDGE NAILING IN KING , I TEXT CEMTITUOUS i''-- 7- 77 /-' - —;'== '- - — - f ✓ F H, y MIN. THK. ON i'''- f i BETWEEN 3/4 P.T. VERTICAL .-f= ! STUD PER SHEARWALL �U l ;' REQUIREMENTS T INF ry� ! ' i YON VER RE BE D / Z - Sx8xl6 GONG BLOCK ! r' ✓ , 3 1/2 6L � CONC. SLAB U J Z OF AN (TYPICAL) ) ; r i G r ED E PANEL P L !' / ! ! ! ; ! , MAIN FLOOELEv 01-o"R / I r r / ! . ,r !, /; •� � DESIGN DRAWN „ .'' ra CHECKED / III -III- N FLOOR O I NTATION /'' irf %NOTE:- FLOOR OR / / OTE L R R E j % ,r / /, ' / / _ LA , ,; PER PLA 'PER PLAN, //-'/ ; �, / I I—i ��t��iti � ----- / ,// r N / _ .No. ' , / �/ ;' TM 2150513 OB No. SEE SHEET SDI FOR FTCx��irrM�SCALE AS .NOTED FLU5�' I4EADER CONDITION IDRO�='FED �4EADE R CONE) ITIOi� DETAILS DATE - 5 01 __. -., � '; 05/26/2015 OPENINGS WITH SOLID SAWN, TYPICAL 1- STORY WALL SECTION NTS LSL, LVL, OR PSL HEADER SD3 SHT (TYPICAL DOUBLE PLATE SPICE) 48" MINIMUM SPICE LENGTH MINIMUM NAILING OF (I(o)0.131"x3" NAILS IN THIS ZONE. JOINT IN LOWER PLATE JOINT IN UPPER STAGGERED NAILS IN PLATE DOUBLE TOP PLATE a 3"O.C. r r NAIL t0 SILL PLATE a 3"O.C. BUILT UP CORNER POST (SEE DETAIL 5 ON SD3) ANCHORS ON EITHER SIDE OF JOINT IN SILL PLATE O DETAIL- TYPICAL WAIL FRAMING CONDITIONS NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED t0 BASE TRUSS PER PLANS BEFORE VALLEY FRAMING IS INSTALLED. O VALLEY TRUSS CONNECTION DETAIL VER5A-LAM COLUMN PER PLAN, BREAK TOP PLATE TO ALLOW BEARING MEMEBER TO REST ON COLUMN CONNECT TOP PLATE TO COLUMN w/ (3) 106 TOE / NAIL IN EA. PLATE NOTE: REFER TO DETAIL ro ON 5D3 FOR TYPICAL FRAMING NAILING REQUIREMENTS AROUND OPENING CHANGE IN PLATE IN WALL HEIGHT TYPICAL HEADER TO KING STUD CONNECTION (2) 2x DOUBLE PLATE (U.O.N.) NAIL PLATES WITH 0.131"x3"NAILS a5"O.G. STAGGERED -NAIL EACH PLY OF KING AND CRIPPLE STUDS TOGETHER WITH 0.131"x3.-1/4" NAIL a 6" O.G. STAGGERED (TYPICAL) SEE WALL LAYOUT PLAN FOR I I TYPICAL STUD TO DOUBLE CRIPPLE STUD AND KING STUD PLATE CONNECTION (SEE REQUIREMENTS I I DETAIL 1 ON SD3) NAIL EACH PLATE TO CRIPPLE STUD WITH (3)0.131"x3-1/4" NAILS - TOENAIL (TYPICAL) r r r r DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61” (U.O.N.) CONNECT COLUMN TO FTG PER PLAN VERSA -LAM 15 NOT TO BEAR ON BOTTOM PLATE, USE (2) LAYERS OF 15* FELT PAPER OR EQUIV. A5 VAPOR BARRIER SHEATHING COVERED BASE TRUSSES a 24" O.G. MAX. PER PLAN c VALLEY TRUSSES a 24" O.G. BEVEL BOTTOM OF TRUSSES TO SIT EVENLY ON SHEATHING. o (OA35 FRAMING ANCHOR OR EQUIV, a 48" O.C. t0 CONT. 2X4. CONT. 2X4 NAILER W/(2)106 NAILS a EA. TRU55 AND MIN, LTS-12 TO TRUSSES BELOW a 48" O.C. MAX. PROVIDE (4)10d TOE NAILS At RIDGE BOARD END. PROVIDE 2x4 BLOCKING w/ (2) l6d NAILS EA. END TO TOP CHORDS OF TRUSSES BELOW WHEN RAFTER DOES NOT LINE UP ABOVE TRUSS BELOW 1/2"=1'-011 PROVIDE 1/4" PLY I l ON BOT. OF .FLOCKer- SPH4 / 6 INSTALLED HORIZONTALLY 2x SIZE, TYPE 4 SPACING PER PLAN 2x TREATED SILL PLATE ATHING PER i as Li LO . r r ° ° C::> w V, cop a" TYPICAL STUD t0 SILL Lu®° "` BUILT-UP P05T PER PLAN V PLATE CONNECTION 0 ®�: J (SEE DETAIL I ON BD3) iii ANCHOR REQUIRMENT5 TYPE1� 4 0 INSTALL a 32" O.C. TYPE ( INSTALL a 24" O.G. SEE DETAIL 5 THIS SHEET FOR ANCHOR TYPES l.0 Q V L FASTEN SYP OR SPF 2X(o (MIN. WIDTH) PLATE THRU 1/16" O.S.B. SHEATHING t0 PRE-ENGINEERED TRU55 BELOW WITH 1/4 x4-1/2 51MP50N SDS SCREWS 2X6 PLATE TO TOP CHORD OF EA. TRUSS BELOW FASTEN CONVENTIONAL 2X VALLEY RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) t0 2X PLATE WITH SIMPSON H2.5 CONNECTORS (5-6d NAILS) AT EACH RAFTER TO PLATE CONNECTION NTS 3 FIELD FRAME VALLEY OVERFRA IE DETAIL — PT POST (AS NOTED) V STEMWALL STEMWALL OR MONOLITHIC 1/2" THREADED ROD SET 5" IN 1/2"x10" CAST -IN-PLACE HEADED OR HANGER BY SIMPSON BET EPDXY OR I/2"x8" J -BOLT (7 EMBEDMENT) OTHERS SIMPSON TITEN HD STEMWALL MONOLITHIC 3/8" THREADED ROD SET 4" IN 1/2" THREADED ROD SET 4" IN SIMPSON SET EPDXY OR 3/S"x6" 51MPSON BET EPDXY OR 1/2"x8" SIMPSON TITEN HD SIMPSON TITEN HD MONOLITHIC 3/8"x6" BIMP50N TITEN HD SILL PLATE (2) 2x SYP 02 TRUSS PER 4 BUILT-UP PLAN ° I Q ° © , STUD o Q d v COLUMNS a 4' LEDGER PER PLANr_-.- tYPE1� TYPE _ TYPE O3 NOTES: (2) 2x 5YP COLUMNS ON EITHER SIDE OF GIRDER, 1) CENTER ANCHOR BOLT IN BILL PLATE REGARDLESS PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER OF TYPE, USE 3"x3"A/4" WASHER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SOB BCREWS 2) 2-I/2" MASONRY NAILS (HAND OR POWER DRIVEN)'s 16" O.G. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT DO NOT CARRY UPLIFT GIRDER TRUSS TO 5 ANCHOR 5OL T OPTIONS NTS LEDGER ATTACHMENT DETAIL 1/2il=1'-0" 2X8 RIDGE BOA 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN W/ (5) C 10d COMMON NAILS 6 r EA. END. (TYP.) 2X6'5 a 24" O.G. MAX. ATTACH 2X6 RAFTER TO 2X8 RIDGE BOARD WITH A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJACENT RAFTER TO OPPOSITE 51DE (AS SHOWN). NTS PT POST (AS NOTED) EXTERIOR BEAM AS NOTED SHE EA. SIDE 2x4 5LK5.EXT. ado" O.G. ABU POST PLAN BASE (AS LABEAM PLY5 AND NAIL AS P NOTED) SHOWN - (5) 0.131 x 3 1/4" NAILS ° ° 5/8" THREApE PER PLY o ROD w/ NUT BE H6 CLIP FROM POST TO BEAM ° IN ADHESIVE EXTERIOR BEAM AS NOTED /r� 11 m a f a u z1 / FLAN VIEW 6 TOP OF ''OST SIDE VIEW 0 BASE OF POST (: ) s T`f =. CONNECTIONS 6 EXT. POST 1/2"=1'-011 ATHING PER i as Li LO . r r ° ° C::> w V, cop a" TYPICAL STUD t0 SILL Lu®° "` BUILT-UP P05T PER PLAN V PLATE CONNECTION 0 ®�: J (SEE DETAIL I ON BD3) iii ANCHOR REQUIRMENT5 TYPE1� 4 0 INSTALL a 32" O.C. TYPE ( INSTALL a 24" O.G. SEE DETAIL 5 THIS SHEET FOR ANCHOR TYPES l.0 Q V L FASTEN SYP OR SPF 2X(o (MIN. WIDTH) PLATE THRU 1/16" O.S.B. SHEATHING t0 PRE-ENGINEERED TRU55 BELOW WITH 1/4 x4-1/2 51MP50N SDS SCREWS 2X6 PLATE TO TOP CHORD OF EA. TRUSS BELOW FASTEN CONVENTIONAL 2X VALLEY RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) t0 2X PLATE WITH SIMPSON H2.5 CONNECTORS (5-6d NAILS) AT EACH RAFTER TO PLATE CONNECTION NTS 3 FIELD FRAME VALLEY OVERFRA IE DETAIL — PT POST (AS NOTED) V STEMWALL STEMWALL OR MONOLITHIC 1/2" THREADED ROD SET 5" IN 1/2"x10" CAST -IN-PLACE HEADED OR HANGER BY SIMPSON BET EPDXY OR I/2"x8" J -BOLT (7 EMBEDMENT) OTHERS SIMPSON TITEN HD STEMWALL MONOLITHIC 3/8" THREADED ROD SET 4" IN 1/2" THREADED ROD SET 4" IN SIMPSON SET EPDXY OR 3/S"x6" 51MPSON BET EPDXY OR 1/2"x8" SIMPSON TITEN HD SIMPSON TITEN HD MONOLITHIC 3/8"x6" BIMP50N TITEN HD SILL PLATE (2) 2x SYP 02 TRUSS PER 4 BUILT-UP PLAN ° I Q ° © , STUD o Q d v COLUMNS a 4' LEDGER PER PLANr_-.- tYPE1� TYPE _ TYPE O3 NOTES: (2) 2x 5YP COLUMNS ON EITHER SIDE OF GIRDER, 1) CENTER ANCHOR BOLT IN BILL PLATE REGARDLESS PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER OF TYPE, USE 3"x3"A/4" WASHER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SOB BCREWS 2) 2-I/2" MASONRY NAILS (HAND OR POWER DRIVEN)'s 16" O.G. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT DO NOT CARRY UPLIFT GIRDER TRUSS TO 5 ANCHOR 5OL T OPTIONS NTS LEDGER ATTACHMENT DETAIL 1/2il=1'-0" 2X8 RIDGE BOA 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN W/ (5) C 10d COMMON NAILS 6 r EA. END. (TYP.) 2X6'5 a 24" O.G. MAX. ATTACH 2X6 RAFTER TO 2X8 RIDGE BOARD WITH A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJACENT RAFTER TO OPPOSITE 51DE (AS SHOWN). NTS 0 a ARCM WINDOW FRAMING DETAIL NTS � z 0 0 TRU55 (BY o "O 14 0 OTHERS) ca W z �— C;dc 4a Dzo M I pa a o0 9:14 a o NUT w/ 3 "x3 "A/4" a m c z rnw WASHER Q Q �;.4 E Z ALTERNATE: o SIMPSON L5P5 1/2 0 Ld p ��+ SLOTTED WASHER J W e� a WITH I FENDER F _ [--� 004 nt a WASHER z Z U cq �C () 2 U LE TOP W F - 2 x D0 B PLATE, U.N.O. LLd 2 0 a — WALL STUDS - 512E 4 SPACING PER PLAN a — GYPSUM BOARD MID -POINT BLOCKING BETWEEN STUDS, 1/2" THREADED U.N.O. ROD a 48" O.C. 8 EACH 51DE OF OPENING (UN.O.) I CENTER ROD ^ U L --J1 WITHIN DOUBLET Q STUD CLIP ALTERNATE: SP's TOP PLATEZ O or TOP 4 BOTTOM a EACH STUD O J WITH ANCHOR BOLTS PER OPTIONAL 1/2" DETAIL i THIS PAGE THREADED V) COUPLING (U.N.O.) 01� J Li NUT WITH 2"xl/8" WASHER S O W O NOTE: HOLE SHALL. BE :2 ^ O CLEARED OF ALL DEBRIS 7— AND AND BRUSHED OUT PRIOR TO O INSTALLATION OF ADHESIVE W-1 O Z2x TREATED 5YP Ld Z 7- �..� BILL PLATE ) i' Q O _ 1/2" THREADED c w Q F- _ ROD SET 4" IN E" Li F— V) I— Q 77 SIMPSON SET DESIGN DRAWN 4' a a .d EPDXY CFG BAD JV CHECKED LA DWG No- TM -2150513 BUILD/NG JOB No. SANFORC� � scA�E AS NOTED Q�A0 R r +A, DATE 05/26/2015 TYPICAL INTERIOR �� � „ �EARINC� WALL„_ ,_ ��, � i/2 1 � SHT SD4 PT POST (AS NOTED) EXTERIOR BEAM AS NOTED H6 CLIP FROM POST t0 BEAM ABU POST BASE (AS LABEAM PLY5 AND NAIL AS P NOTED) SHOWN - (5) 0.131 x 3 1/4" NAILS ° ° 5/8" THREApE PER PLY o ROD w/ NUT BE H6 CLIP FROM POST TO BEAM ° IN ADHESIVE EXTERIOR BEAM AS NOTED 11 m a a II a u z1 / FLAN VIEW 6 TOP OF ''OST SIDE VIEW 0 BASE OF POST (: ) s T`f =. CONNECTIONS 6 EXT. POST 1/2"=1'-011 0 a ARCM WINDOW FRAMING DETAIL NTS � z 0 0 TRU55 (BY o "O 14 0 OTHERS) ca W z �— C;dc 4a Dzo M I pa a o0 9:14 a o NUT w/ 3 "x3 "A/4" a m c z rnw WASHER Q Q �;.4 E Z ALTERNATE: o SIMPSON L5P5 1/2 0 Ld p ��+ SLOTTED WASHER J W e� a WITH I FENDER F _ [--� 004 nt a WASHER z Z U cq �C () 2 U LE TOP W F - 2 x D0 B PLATE, U.N.O. LLd 2 0 a — WALL STUDS - 512E 4 SPACING PER PLAN a — GYPSUM BOARD MID -POINT BLOCKING BETWEEN STUDS, 1/2" THREADED U.N.O. ROD a 48" O.C. 8 EACH 51DE OF OPENING (UN.O.) I CENTER ROD ^ U L --J1 WITHIN DOUBLET Q STUD CLIP ALTERNATE: SP's TOP PLATEZ O or TOP 4 BOTTOM a EACH STUD O J WITH ANCHOR BOLTS PER OPTIONAL 1/2" DETAIL i THIS PAGE THREADED V) COUPLING (U.N.O.) 01� J Li NUT WITH 2"xl/8" WASHER S O W O NOTE: HOLE SHALL. BE :2 ^ O CLEARED OF ALL DEBRIS 7— AND AND BRUSHED OUT PRIOR TO O INSTALLATION OF ADHESIVE W-1 O Z2x TREATED 5YP Ld Z 7- �..� BILL PLATE ) i' Q O _ 1/2" THREADED c w Q F- _ ROD SET 4" IN E" Li F— V) I— Q 77 SIMPSON SET DESIGN DRAWN 4' a a .d EPDXY CFG BAD JV CHECKED LA DWG No- TM -2150513 BUILD/NG JOB No. SANFORC� � scA�E AS NOTED Q�A0 R r +A, DATE 05/26/2015 TYPICAL INTERIOR �� � „ �EARINC� WALL„_ ,_ ��, � i/2 1 � SHT SD4 TOLERANCES. ALL DIMENSION TO 5E HELD WITHIN +- 1/411 EDGE VY EDGE___-� 2Y2" EDGE- -COMMON Q X z z tu lu V2 11 ;X- �IV4 10dx3ll COMMON— COMMON Z z OFF. 61DE _10dx3" 06 COMMON OFF. 51DE--'__ (2)2X4's (2,*Xfp's (2,*XS'e (2) 2x COLU�-IN 2X 5UILT-UF STUD COLUMN DETAILS Yv nl[T.Alr)p 0) �VA'rz 106IX311 OFF. SIDE -q DISTANCE PER DETAIL IN&IDE FLT' NAIL5 NAILED AT 0" 01C, &TAGGERED. OUTSIDE OUT51DE NAILS NAILED AT 01, 0/cl, 2X's (3) or (4) 2x COLUt*vIN 2X4 ATTACHED TO EA. GA5LE 2X4 5RACE WITH (2) G GABLE AB L' BRACING EDGE DISTANCE H F-8 PER DETAIL BRACING P TO 4 1 U u T 07 -8 NO BRACE REQUIRED z 7'- 0 (1) 2X4 BRACE w 7 �_C < H 9"-49' (2) 2X4 BRACE (SEE SECTION A -A) 9�-4"" < Hz-- 14'-0" STRONGBACK W/ (1) 2X4 BRACE 14 11-C < H 18'-8" STRONGBACK W/ (2) .211 L 106IX311 OFF. SIDE -q DISTANCE PER DETAIL IN&IDE FLT' NAIL5 NAILED AT 0" 01C, &TAGGERED. OUTSIDE OUT51DE NAILS NAILED AT 01, 0/cl, 2X's (3) or (4) 2x COLUt*vIN 2X4 ATTACHED TO EA. GA5LE 2X4 5RACE WITH (2) G GABLE AB L' BRACING CHART H F-8 GABLE BRACING P TO 4 1 U u T 07 -8 NO BRACE REQUIRED < H 4 9 < 7'- 0 (1) 2X4 BRACE 7 �_C < H 9"-49' (2) 2X4 BRACE (SEE SECTION A -A) 9�-4"" < Hz-- 14'-0" STRONGBACK W/ (1) 2X4 BRACE 14 11-C < H 18'-8" STRONGBACK W/ (2) 2X4 BRACE NOTE, ALL GA5LF_ 5RACING 16 TO 5E SYF*2 OR 5ETTER 3) GA5LE 5RACING DETAIL 2X4 5RACE IF REQUIRED SEE CHART. 10d COMMON NAILS a roll O.C. 0 E 14 A U GA5L.E VERTICAL 2ND 2X4 5RACE IF REQUIRED, >< SEE CHART A -A GA5LE VERTICAL 5RACING 3/411211-011 > cr_ Li 41.1 0 04 00 0 Ln 0. % 0 A% z 0 0.. = < Lu W_ f..; cc*< 0: :3 ROOF SPEATPING, FASTEN PER PLAN ...... Zi 0 s' F'RE-ENG TRU55E5 24" MAX. V) _j CQ kzm (m z A .1 CONNECTION 0� 7 Lij r, m ui co PER PLAN 0 0 rn m r z 11904 0 0 . Ld M 914 E CQ F E-4 cq F— LLJ z pq CQ (,:) U Ld Ld 2XI2 5OX PE;)R. W12X&'5 TOP 4 50T,, _r FASTEN 111110c!X3" NAILS a 6" O.C. 2X,5 TO V) 2X12, PT 2XI2 AT WALL TO 5E FASTENED t; TO PRECAST W/(2)ROWS STAGGERED OF )/4 11 x4" TAFCON5 a I(o" O,C, MAX, 5.G.D. PER PLAN, INSTALL PER MAN. P C 54 �3 z 0 0 _j SEE FOUNDATION PLAN w FOR EXACT FTG. 51ZE5 4 w Lij Li LOCATIONS 0 Ld 0 0 Q 7- M SLA5 OR PAVERS 0 z PER PLAN u 0 LLI _j Z cl� ') >_ < 0 0 _117 1- 4'. ------------------ (A 11-_ ---------- -- r7= DESIGN DRAWN TT CFG BAD iv IT-. i IT —T— CHECKED LA DWG.N 0' TM -215051.3 Ei I 1EE1 I Li r�=' t j:7��=' I I Lir Et I I JOB No. SCALE I ASROTED - --- T SANFORD DATE 05/26/2015 c; 2) FOCKET SLIDER FRAMING DETAIL NTS 19 SHT ef RECORD COPY 332 Rg� l osf c