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395 Red Rose Ln 15-763 (a)THORNBROOKE 50s COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, KNEE WALL AT 5TAIR5, 6" RA15EID BANDING AROUND WINDOWS AND DOORS AT 51DE5 AND REAR, CROWN MOLDING AT MAIN LIVING AREA, ALUMINUM OVER 2x6 5U5 FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, GA5 RANGE, G45 W.H.,,150 AMP SERVICE/PANEL BOX, RECE55ED CAN LIGHTING AT KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-8 DOORS THROUGHOUT, PAINTED KNEE WALLS, 42" UPPER5 AT KITCHEN, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER -5-2-S-16 DATE SANFORD BUILDING j�N SI['�N A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection (qSANF0)1R;,D LOT 31 - THORNBROOKE 50s STANTON - 2055 - ELEVATION "C " GARAGE RIGHT TAYLOR MORRISON mmww� --- 12-12-14 CREATED LOT 5PECIFIC PLAN FOR LOT 31 IN THO'RN5ROOKE 505 ELEVATION "C" C��ARAC;xE RIGHT W/ PLAN OPTIONS INCLUDING CE!L.IN(� FAN PRE -WIRE, TRAY CEILING Al DINING AND MASTER 5UITE, 5TEP CEILING AT ROTUNDA, RECE55ED CAN L1�tHT5 AND LAUNDR,�' fU : ROuGH-1N. PLAN REVISIONS 0 3 1 COMPLETED REVI5ION TO INCLUDE: REMOVED ALL G45 REFERENCES FROM FL:AN5, COMMUNITY TO BE ELECTRIC. 'DDED GFI OUTLET AT ELECTRICAL METER OR T.U.G. DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -FLOOR PLAN NOTES 2A2 -FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, DETAILS 3C1 -FRONT ELEVATION 3C2 -SIDE AND REAR ELEVATIONS, ROOF PLAN 3C3 -BUILDING SECTIONS, FLASHING DETAILS 4 -ELECTRICAL PLAN GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 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 LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL60 BE PROTECTED BY NOT LES$ THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FIN15HE5: THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.1 AND A5TM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103.62 AND A5TM C 1063. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063.06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F, AND DELINEATE AREAS NOT MORE THAT 100 S,F. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 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 EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS, EGRE65: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: ®�w,1aA 1 ttirrr I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTER5ECTI Cx� A**ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. ®®.•*••••®® Y/fI �� 2. APPROVED CORRO51ON-RE6I5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER �+A FYWT ENTEY THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS THF# . • 5HR EXTO SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE IN5TAjL x > L` *ISO ®N�' ° (8103.8). . U . (J;*w z w� 'V: -(Sor , WINDOW INSTALLATION:s,••`•��° I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALL,iR,U I INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. �®/`rr/t f ` `ON", � DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH $OLID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLICABLE) : I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND RW52b.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 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 UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE I OR TYPE 11 OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. CHIMNEY HEIGHT REQUIREMENT5: I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T -O" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. TUB AND 5HOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR CII18 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 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 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 51DE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 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 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO 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 M1411.3. EXHAU5T FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED 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 RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE 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 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 AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER B005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 165UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15GREPANCY 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 CON5TRUCTION CORRECTION / REVISIONS. ANY REVISION$ 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 ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 02-26-14 JOB NUMBER 25002.011 • CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED n.3-19-1.5 x m r DAVIS BEWS U r0 DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL.. Cq 2o(Om W W W.DAVISBEWS.COM TAMPA • LDENV EST. 1994 F` - 4) V >•tJM aWLL o o h 'OJ�h o:� o .t 55rn ta+ N o co to L (I) 0 r11 4 Z�; 2,* JOB NUMBER 25002.011 • CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED n.3-19-1.5 2055 • TITLE • COVER SHEET GENERAL NOTES r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL.. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • LDENV EST. 1994 F` - 2055 • TITLE • COVER SHEET GENERAL NOTES E F r 1',411 40'-0" 22'-0" 18' 011 31.60641 11 A/C PAD (VERIFY LOCATION) tH$. rr. • x ro �r DAVIS BEWS DESIGN GROUP 0 r- to o 150 STATE STREET EAST OUXMM, FLORIDA 34677 813. 92.5. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER 0 J RIFY ACRYLIC co 4" P.V.C.I' 4"811 O N M N 811 AI LONCLVAIN- 5 =jM L L °ICD�• 0 O ro n 0 ELEVATION 6 0% Co 3/4"P.V.C. CONDEN54TION fi=t 0 m 3�E 1 ( ) 0'-4" DRAIN s' 9'•8" V-4"31.011 BY PLUMBER 11/2" RECE55 FOR 5.G.D. N N LEN 221-211 Il' -101' IL ELEVATION AT 0'-0" (A55UMEp) _ IG x F AJ4 Zia t/ 24'•211 41-811 111.211 1,411 41-811 101-211 21-01' 2'-8" 2'-0" 3' IQ /I _ EN Q - TumGARD LU o D " `^ (LAV.) LAV.) /> -( SII r ELEVATION V5HOWER I I SFI *R (-) 01-411 RECE55 11- ��I - IL —_JJ i PROVIDE WATER LINE FOR ICE MAKER 20'-411 AA, 3C3 191•�1I 201-5" i F - .-I Ia' _ZD COMPACTION TEST N ISI REQUIRED Results to be Verified at Slab Inspection ELEVATION O 0'-4" I I— ROUGH -IN L.T. 5 NT M P-4 z — 3'-011 G H, 1 L 311. 5T PIPE F NGRETE BOLL V. (FDR GA H.ONL ELEVATION N (004" TE; PAVERS IDE GAS D 5 'AS FORA APPLIAN ELEVATION (VERIFY C ON OF ( ) 0'-411nLL ALL APPIA 5 ON FL PLAN PRIO 0 LL_ Y CONSTRUCTION) F- 811 19'-4" 811 II -0" DIA. PERMACA5T1/2 COL. ABV. (TYPJ 6' ELEVATION ELEVATION HB. w 0'-011 (004" c ELEVATION 21-011 «� PAVER DRIVE / LEADWALK rr. • x ro �r DAVIS BEWS DESIGN GROUP 0 r- to o 150 STATE STREET EAST OUXMM, FLORIDA 34677 813. 92.5. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER 0 J co O N M N 5 =jM L L °ICD�• 0 O ro n 0 6 0% Co fi=t 0 m 3�E 1 o (D 0� lir • JOB NUMBER 25002.011 • CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED 0N &L A►"I CC; 4 ` z �[ 0 e W wi vg M 2055 V, 61.011 r°11�r�nnnll�rnin TITLE 6'-0" 2'-4" 16'-0" 2''4" SLAB INTERFACE PLAN • S NFORD 19'-411 20'-8" - 40'-011 ��'�irz SLAB INTERFACE PLAN GARAGE RIGHT �r DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMM, FLORIDA 34677 813. 92.5. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER EST. 1994 � 0N &L A►"I CC; 4 ` z �[ 0 e W wi vg M 2055 V, 61.011 r°11�r�nnnll�rnin TITLE 6'-0" 2'-4" 16'-0" 2''4" SLAB INTERFACE PLAN • S NFORD 19'-411 20'-8" - 40'-011 ��'�irz SLAB INTERFACE PLAN GARAGE RIGHT 3 - 1/2 35 5H. HD. AT V-8` T.O.M. 91-411 �I AFF. HATCHING LEGEND INSULATE WALL I`CICrwVHvi l5kk tLtVHIIVNI I 1� 1/2 COL. U (TYP.) A/C/ PAD T.O.M. (VERIFY HD. AT SH -ID LOCATION) 9 4„ * E6RE55 H.5. 9'-4” FLAT CLG, Fm_A_C-rC_:D CI ITT IO' -(D" FLAT CLG. 00 5EE TUB DECK FRAMING DETAIL "T ON SHEET 2C D alb ATTENTION TRU55 MANUF: Q a� TRAY CLG. IN ROTUNDA aF 15 DOU1N-FRAMED Q 3'-6" 2-6x6-8 p6 8 BEDROOM 3 fff11'-0 x10'-0' Q 9'-4" FLAT CLG. } 5 5H. 1 UTIL. I «� rZ aI o G.C. VERIFY DRYER IN5ULATE VENT BOOSTER FAN WALLS *[D)VENT REQUIRED o I 3.. 5E STAN 50 RD :RIOR WALLS 45' (UN.O.) r _ J 54"x22" ATTIC ACCE55 GARAGE 19'-4„x22'-0” 8'-0" PLT. HT. p 0 F GARAGE DOOR IN OPEN P051TION o --------------- <i I IDR, 1 S" o 1 TYPICAL MASONRY x m WINDOW SCHEDULE C Lo TO WINDOW WIDTHS DAVIS BEWS DESIGN GKOVP 0 J 20" 21" 31" 53° Prr y WINDOW CALL -OUTS eMl N :- e 0 er� � 3 26" in Co • 12 5H I/2 32 5H 22 5H 32 5H Lu 0 c 0 V z 3�E LL L Z L � * N 0iI I-0) = 39" 4-0 13 5H 1/2 33 5H 23 5H 33 5H J J p 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H z 12" 3 16 5H 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA5ONRY OPENINGS FOR ALL WINDOWS, Lu WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. 0 REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW z U5ED (51NGLE HUNG -54 CA5EMENT- C5MT, OR FIXED GLA55- F.G.) 3 - 1/2 35 5H. HD. AT V-8` T.O.M. 91-411 �I AFF. HATCHING LEGEND INSULATE WALL I`CICrwVHvi l5kk tLtVHIIVNI I 1� 1/2 COL. U (TYP.) A/C/ PAD T.O.M. (VERIFY HD. AT SH -ID LOCATION) 9 4„ * E6RE55 H.5. 9'-4” FLAT CLG, Fm_A_C-rC_:D CI ITT IO' -(D" FLAT CLG. 00 5EE TUB DECK FRAMING DETAIL "T ON SHEET 2C D alb ATTENTION TRU55 MANUF: Q a� TRAY CLG. IN ROTUNDA aF 15 DOU1N-FRAMED Q 3'-6" 2-6x6-8 p6 8 BEDROOM 3 fff11'-0 x10'-0' Q 9'-4" FLAT CLG. } 5 5H. 1 UTIL. I «� rZ aI o G.C. VERIFY DRYER IN5ULATE VENT BOOSTER FAN WALLS *[D)VENT REQUIRED o I 3.. 5E STAN 50 RD :RIOR WALLS 45' (UN.O.) r _ J 54"x22" ATTIC ACCE55 GARAGE 19'-4„x22'-0” 8'-0" PLT. HT. p 0 F GARAGE DOOR IN OPEN P051TION o --------------- <i I IDR, 1 S" o 1 • JOB NUMBER 25002.011 • CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED • .I x m C Lo TO DAVIS BEWS DESIGN GKOVP 0 J N0) W W W.DAVISBEWS.COM TAMPA • DENVER y 0N�M EST. JIM jj�j eMl N :- e 0 er� � 3 �. ` in Co • 0 ��-0 z 0 c 0 V z 3�E LL L Z L � * N 0iI I-0) 4-0 - 0 Z!p2d' • • JOB NUMBER 25002.011 • CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED G4 o .� ca 1-0 O.H. GARAGE DOOR PAVER DRIVE / LEADWALK 2055 REFER TO SHEET 25 FOR FLOOR PLAN • W/ DIMEN51ON5 0)RD 7 FE FLOOR PLAN NOTES SHEET • SCALE: 1/4" : 14" 2A1 GARAGE RIGHT DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDMWt, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. JIM jj�j NN • °• V. t ` fq A:-. e 0 er� z V z Z M J G4 o .� ca 1-0 O.H. GARAGE DOOR PAVER DRIVE / LEADWALK 2055 REFER TO SHEET 25 FOR FLOOR PLAN • W/ DIMEN51ON5 0)RD 7 FE FLOOR PLAN NOTES SHEET • SCALE: 1/4" : 14" 2A1 GARAGE RIGHT 11 ` JOB NUMBER 25002.011 ` CAD FILE NAME LOT 31 T8. ISSUED 12-12-14 REVISED *U 22411 DAVIS11. reb BEWS DESIGN GROW C 00 11.411 20'4' J h �, 0 04 Q) d . r >Jcy ��. 0 O �c ~ LANAI Fm_ 0 C0 E1 LL t N 1 ASTER SUITE p*(0 3 8 6 0 V-4" M.O. 3 -0 TYP. m I21.611 ( _ FAMILY ROOMMJ � j I CfA 3' -811 31-211 21.51 31.211 �. 2'-5" 5'-0" 11/2" 2'-21/2" 6'-4" 41-6" M. BATH M O o KITCHEN N 1 BEDROOM 2 I III III 1' 2" BATH 1 L- —JIJ y[7= BRKFST. Y! N .n 1 1 I 4-yo1 �n BEDROOM 3LIE �] _--_ — --- 0 1 -- 1 II 6 4 I II 3 -I I II 4 1 � II 4" I I I 5.0 L— J F---1 2'-0" DINING I 1 = `A TYP. I I 1 L-1- J UTIL. 1 t::4 10 20'-0" 0 `----� DEN N 19 GARAGE LLl N (NV 11-411 Y-4" M.O. 1'4" ENTRY = r---- ----------------. � Q 1 I 13'-4" Lei 1 811 5'-81/2" 51-11/2" 11'-411 21.011 111 4'•10" 111 13'-4" 6' 0" 21-411 16'-0" M.O. 21-411 19'-4" 40'-011 ` JOB NUMBER 25002.011 ` CAD FILE NAME LOT 31 T8. ISSUED 12-12-14 REVISED *U x ro w DAVIS11. reb BEWS DESIGN GROW C 00 O J h �, 0 04 Q) d . r >Jcy ��. 0 O �c ~ 0 C0 E1 LL t N p*(0 Z v L d ` JOB NUMBER 25002.011 ` CAD FILE NAME LOT 31 T8. ISSUED 12-12-14 REVISED *U DAVIS11. reb BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, RLORMA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM MPA • L?ENVER- EST. 1994 ®� °% All • :/ �? • :Z N �• N th • � Q ®' 111111114 V oc 0 1 o >= M J 2055 REFER TO SHEET • 2A FOR FLOOR PLAN 201-81, III/ NOTES aU��r�rN� SANFORD FLOOR PLAN DIMENSIONS GARAGE RIGHT 5-1/4" GROWN MOULDING (TYP.) ELEVATION 3 - Ix4 BLOCKS 124" AFF. Ix6 TRIM BD. _ 2 -Ix4 BLOCKS ELEVATION 9'-10" AFF. FIELD VERIFY _ Ix4 TRIM Bp. ROTUNDA DETAIL SCALE: 1/2" : 1'-0" NICHE (-) 4" (CHE DETAIL A NI$GALE: 1/4" : -0" VANITY TOP 34" H. x 21" LONG KNEE WALL BELOW VANITY T L 2x4 LEDGER I� 2x4 LEDGER /TUB TUB DECK? � F x 0 w TILE 5HELF AT 26" 3'•6" 3'-91/2" TO 0.5.2x4 T L iur•r•rn�uirrrr� • JOB NUMBER 25002.011 • CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU)MIM, FLORIDA 34677 813. 925. 1300 TEL 813.925. 1800 FAX W W W.DAVLSBEW&COM TY�MPA • DENVER. I ab • N et .. z s A uj goo 31/2 2x4 LEDGER M W TUB AT 20" one TUB SUPPORT ne E J VANITY TOP L 0 2x4 LEDGER d TUB AT 20" KNEE WALL M F J ILAN VIEW ARDEN TUB FRAMING SCALE: I/4" : I'-0" 2055 �VILD1 0 SANFORD ELEVATI N DETAILS- TI INTERIOR S TLE • INTERIOR ELEVATIONS DETAILS • SHEET` • x 0 w C 0 Lo ro o J h �, N0) Nd O crn li `=JC4 66 aCs) L• O O roe J 0 E0= �'s �04 s004 . 0 Z� iur•r•rn�uirrrr� • JOB NUMBER 25002.011 • CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU)MIM, FLORIDA 34677 813. 925. 1300 TEL 813.925. 1800 FAX W W W.DAVLSBEW&COM TY�MPA • DENVER. I ab • N et .. z s A uj goo 31/2 2x4 LEDGER M W TUB AT 20" one TUB SUPPORT ne E J VANITY TOP L 0 2x4 LEDGER d TUB AT 20" KNEE WALL M F J ILAN VIEW ARDEN TUB FRAMING SCALE: I/4" : I'-0" 2055 �VILD1 0 SANFORD ELEVATI N DETAILS- TI INTERIOR S TLE • INTERIOR ELEVATIONS DETAILS • SHEET` • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING N7 NOTE: z THIS DETAIL SHOWS THE, TYPICAL THICKNE55 cK u, OF ALL RAISED TEXTURED FIN15H BANDING w AND SAND FINISHED KEYSTONES (WHERE X a APPLICABLE) IF THICKNESS 15 TO BE o DIFFERENT IT WILL BE CALLED OUT AT CI �5 SPECIFIC KEYNOTE CALL -OUT z THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATIOP TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION (REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103,6.2, AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : I'-0" CLEAR OPENING HEIIGHTB IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW„ THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN115HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA56AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER E.B.C. 2010 RESIDENTIAL CODE 8612.3 REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER * * * * 0 N DECORATIVE APPLIQUE BY BUILDER TEXTURED FIN15H 61 v 8" SEGMENTED COPED BANDING (TYP.) FIN15H FLOOR LINE — GRADE LINE (ASSUMED) 4" 3 1/2" I" 2 i/2° 4.. 3 U2„ 8" FRONT VIEW SIDE VIEW 8" SEGMENTED DECORATIVE CROWN DECORATIVE COPED BANDING DETAIL MOLDING DETAIL BRACKET DETAIL SCALE: 1/2" : I'-011 SCALE: 1/2" = 1'-0" SCALE: 3/4" : 14' SHIN E LSHINGLE ROOF 12 ROOF 1'-01, CROWN Q 6 � DECORATIVE MOULDING 11-411 11-411 BRACKET (SEE DETAIL) fSEE DETAIL) 12 `o (0 F'G. �� 12 Lu 12 �= 6� 12 3'0° 6 T.O.M. BEYOND --- stucco PLT, HT. � 6 `ENTRY F.G. D ETAI L j� 8" SEGMENTED' FINISH - SADDLE LSHINGLE COPED BANDING LSHIN SCALE: 1/2" = I' -m" ROOF (TYP.) �; 2'.011 31.'311 ROOF 7 G.C. VERIFY �l 3" BANDING `� FA5 IA A TOM BEYOND C CLL -OUT —, (TYPICAL) T.0_M. - M 8" SEGMENTED COPED BANDING (TYP.) d L: TEXTURED FIN15H El D FIN15H FLOOR LINE ALIGN TOP OF BANDING W. BOTT SCORED BANDING OF WINDOW AT 45° ANGLE (TYP.) FRONT ELEVATION SCALE: 1/4" : 14" ILra�ti� ELEVATION C GARAGE RIGHT JOB NUMBER 25002.011 CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED X m w. DAVIS BEWS DESIGN GROVP Cyto - L0 0 J '` N' OOoCO0) w -J ac• ©c � w `�'"�s �r 2 M i% �I wsoi •••• ` >JM 0 0 0 `� G n 0i .0 z ,4r N p . (p ce (j) 0 0F� ro JOB NUMBER 25002.011 CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED .2055 • SHEET3cl • P4 1 p DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. L300 TEL 813. 925 _ 1800 FAX W W W.DAVISBEWS.GUM T. a 0000®, 00 0 0w Oir w -J ac• ©c � w `�'"�s i% �I wsoi •••• PnI ®/1111111110 � ui 0 0 z ce 0ne 0F� ro J - i0 -< .2055 • SHEET3cl • P4 1 p — ---------------------- -------------- I I I I I I I I i I I I I I I I I i --------- --- --------------� HATCHING INDICATE5 RECE55 IN TRU55E5 FOR TRAY CLG, BELOW (TYP.) ROOF VENT REQUIREMENTS I • I G.C. VERIFY THAT 65631 5Q. IN, OF VENTILATION THROUGH UPPER I 2/3 OF ROOF 15 REQUIRED. z I LL i VERIFY QUANTIY OF ROOF VENT5 Lu I REQUIRED, PER MANUFACTURER'5 5PECIFICATION5 OF NET FREE AREA °G I PER VENT. AA A I 1 I t I L I r-/—/ 7 TT/� KNFF I II w r I II _p I I II KNEE WALL i i - --, SADDLE I I II I I II I I 4e y I II I I II , � I I 1' K/11 ------------------------ / ---------- - TYP. _ _ OVERHANG AT HIP (UND-) REFER TO COVER 5HEET GENERAL NOTE5 FOR ROOFING UNDERLAYMENT REQUIREMENT5 IFOR ROOF PITCHE5 4:12 AND UNDER * * * * ROOF PLAN 5CALE: 1/8" = I'-0" 11/2" THICK 5AND FIN15H ti KEY5TONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING = NOTE: z THI5 DETAIL 6HOW5 THE TYPICAL THICKNE55 o OF ALL RA15ED TEXTURED FIN15H BANDING -� ANP 5AND FINISHED KEY5TONE5 (WHERE x > APPLICABLE) IF THICKNE6616 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPFr lir KKYNOTF rdl I -out i THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATIOt TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.1 AND 3/411 A5TM C926. IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b2. AND A5TM C 1063. * * * * * * * * TYIP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR. SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR 5URFAGE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE51DENTIAL CODE %123 12 6" LSHINGLE ROOF7 12 Q 6 12 2' 811 > 6 ----5NINGLE (TYP.1 ROOF —" 12 6" RA15ED BANDING (TYR) a 6 12 T.O.M. Q 6 T.oM. _ LEFT ELEVATION 12 /SHINGLE 6 RA15ED ROOF/ T.O.M. BANDING (TYR) 5CALE: 1/8" - 1411 GRADE LINE-/ (A55UMED) TEXTURED _ Z TEXTURED FINIS 19 &1 DAVIS BEWS DESIGN GROVP 2'-011 TYP, RETURN C U 00 t • % 1m ® 0 ol = • d�s��l111�1�Oe� co AT SIDES FIN15H FLOOR LINE FINISH sm N d FINISH FLOOR LINE _ _ >>j m T.oM. _ LEFT ELEVATION 12 /SHINGLE 6 RA15ED ROOF/ T.O.M. BANDING (TYR) 5CALE: 1/8" - 1411 GRADE LINE-/ (A55UMED) TEXTURED X 0 19 &1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL C U 00 t • % 1m ® 0 ol = • d�s��l111�1�Oe� co 0000) FINISH sm N d >>j m `` �yLL ` O O 0 e O 0�c0 LL_ �rn FIN15H FLOOR LINE I FINISH FLOOR LINE _ Mo TEMP. >m FIN15H FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION 5CALE: 1/8" - 1'.0 12 6� Il mll 12 21.611 - 5HINGLE 12 (TYP.) ROOF 5NINGLE ROOF STUCCO 61 RAISED '11-12 FIN15H BANDING (TYP.) T.O.M. 6 5NINGLE T.OM. _ ROOF T.O.M, _ - - 2' 011 /TYP.TEXTURED /TEXTURED d RETURN * * FINISH, TEMP. 9 FINIS H7 AT 51DE5 FIN15H FLOOR LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _FINISH FLOOR LINE GRADE LINE • JOB NUMBER 25002.011 • CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED ' X 0 19 &1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL C U 00 t • % 1m ® 0 ol C • d�s��l111�1�Oe� co 0000) sm N d >>j m `` �yLL V) O O 0 e O 0�c0 LL_ �rn N p 10 �I Mo h D Zr�°v >m • JOB NUMBER 25002.011 • CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED ' RIGHT ELEVATION (A55liMEp) 5CALE:I/V 2055 loo • TI TLE • ��u_niVc SIDES AND REAR ELEVATfONS ROOF PLAN SIA NFoRD DETAILS o�� • SHEET • ELEVATION licif GARAGE RIGHT • • 19 &1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM t • % 1m ® 0 ol • d�s��l111�1�Oe� ui m Z V) Mo >m RIGHT ELEVATION (A55liMEp) 5CALE:I/V 2055 loo • TI TLE • ��u_niVc SIDES AND REAR ELEVATfONS ROOF PLAN SIA NFoRD DETAILS o�� • SHEET • ELEVATION licif GARAGE RIGHT • • 12 PITCH AS PER ELEV. 3 TAB 25 YR SHINGLE ON 15# FELT OVER ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE—ENGINEERED ROOF TRUSSES 0 24" O.C. ......— HURRICANE STRAP PER ROOF FRAMING PLAN jkBRC, HGT. _ALUM, DRIP EDGE 2x6. FASCIA N � VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS: REQ'D ix4 WINDOW TRIM DBL. 50# FELT OVER METAL FLASHING HEADER % TYPICAL WINDOW & SLIDING GLASS x ro w 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 WEATHER MECHANICALLY FASTEN RESISTIVE RESISTIVE BARRIER & TIE—IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING AS NECESSARY IN BARRIER TEMPORARILY SECURE CORNERS 1. INTEGRATE INSTALLATION OF' WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS Q FLASHING . T ryR FOLD UP WEATHER � WEATHER EXTERIOR 2. SCORE & FOLD WEATHER RESISTIVE' BARRIER ABOVE HEADER TO RESISTIVE BARRIER 3c ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE L `RESISTIVE SI°'IEATHING£sys BARRIER 4, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN TAPE SILL PLATE 2 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE TAPE �tR BARRIER m, n �;3 ao (ASSEMBLED 1P� WEATHER RESISTIVE WINDOW � 2 BARRIER ECJ D 6i FLASHING 0�' ILL PLATE Ci z =+ ( :(p o L in ti (SEE DETAIL B��E 0 FOR OPTIONS} FLA HIND DO NOT FLASH— O _._ .. ..-....r OVER BOTTOM I NAILING FLANGE� �p g" 5"x5" METAL FLASHING HEAD FLASHING 'TIE-IN �4� 6 CORNER PATCH W/TAR BETWEEN INSTRUCTIONS: AN[I�HINGL NOTES: 1. CUT, FOLD UP & TEMPORARILY ® RUN KICKOUT FLASHING 6" —FLA KING PAST EDGE OF ROOF SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF.-ADHESEVE TYPE (MIN. / ROOF PER PLAN BARRIER ABOVE HEADER TO 5" WIDE)�'1' ALLOW FOR FLASHING FLASHING ---- : � 1 INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF FLASHING WINDOW 2„ INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER NOTE'' 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3, FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE t. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. G" WIDE) FLASHING AND SEAL. WITH TAPE BARRIEk TO FOi?M WATER SHI:",I)t?ING LAPS j�� /� f"� TYPICAL ROOF TO WALL FLASHING DETAIL ?.. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS N.T.S. PIAN VIEW TYPICALWINDOW FLASHING DETAIL 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. N.T.S. 010 FBRC SECTION 703,8 EXTERIOR WALLS SHALL PROVIDE THE BUILIDNG WITH A WEATHER' --RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, FBRC. THE EXTERIOR WALL. ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WAI...L ASSEMBLY BY PROVIDING A WATER– RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 8703.7. ALL EXTERIOR FINISHES OPTION -A SHALL BE APLIED IN ACCORDANCE WI-TH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. _ FLASHING ASPHALT SATURATED FELT FREE FROM HOLES ANT.? BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D WOODEN 226NOR OTHER APPROVED WEATHER- RESISTANT MATERIAL SHALL BE APPLIED' OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE 8703.4. SUCH SIDING FELT OR MATERIAL. SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm), WHERE JOINTS SILL PLATT: THAN OCCUR, FELT SHALL BE LAPPED NOT LESS fHAN 6 INCHES (152 mm). SEE NOTE # f APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND WAI,I,. SHEATHING —/ SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION --RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF NOTES: THE FOLLOWING LOCATIONS: t FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. G" WIDE) 2, REMOVE WE:A"T'HLR RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 1. AT TOP OF ALL EXTERIOR WINDOW 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 NOT LESS THAN 1 1/8 INCHES (28mm) OVER THE SHE ATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIIT ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL, 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL. COPINGS AND SILLS. TYPICAL FLASHING ET IL AT SILL PLATE4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. N.T.S. 6. AT WALL- AND ROOF INTERSECTIONS. TERS. I. AF BUIL.T--IN GUTTERS. V [P 11/2" THICK 5ANp FIN15H KEY5TONE 40'-011 (VERIFY W/ TRU55 MANLE) IF APPLICABLE) RAISED 5ANp FIN15H TEXTURED BANDING z s z x ro w O TAMPA • 17E1VVER w N > x w � N ' Q Lu z or � L o10 cm 3/4" THICK SECTION AA 5CALE: 1/6" - I'-0" CLEAR OPENING HEIGH75 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOORPER F.B.C. 2010 RE51DENTIAL CODE %122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2050 PER F.B.C. 2010 RE51DENTIAL CODE %123 V� ®�o of x ro w 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • 17E1VVER U ro to N 0 IIAA (A N ' or T 0 L o10 cm 0 0 m, n �;3 ao 0 c0 ECJ U. C 00m� z =+ ( :(p o L in ti S� Z r L 'CF V� ®�o of DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • 17E1VVER EST. 1994-- V� ®�o of � •®..•.®.®tai �® r� •; h 0 ; N �r i t ® \ 0� ..•..•S TYP. CROSS—SECTION OF RAISED � ��01�"% I�� TEXTUREDFINISH BANDING AND / `a OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" SHEATHING PER PLAN 3a 15 FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNE55 0 ryoo PAPERBACK LATH Z 0 0 I MEMBRANE 5TRIP COVERING WOOD ' FRAME/MAA5ONRY INTE5ECTION UNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU 2 METAL OR PLASTIC EXPAN51ON JOINT ro FROM TOP OF CMU 5 5/8" STUCCO OR CEMENTIOUS 0 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBER5 INDICATE ORDER ITEM5 5HOULD BE • INSTALLED OVER FRAME AND CMU 2055 • • WEEP SCREED DETAILTITLE • QVILIJ/yG BUILDING SECTION PER M.C.D. ENGINEERING 5CALE: 3" I'-0" FLASHING DETAIL �I OHO DETAILS ELEVATION "C" GARAGE RIGHT MAIN D15CONNECT METER COM50 - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU, CABLE x m AIC DAVIS BEWS DESIGN GROVP '—DISC. 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER TYP. 0 014 AND $12 COPPER TO INSIDE N LIGHTS AND OUTLETS PANEL _ '10 COPPER TO am 0 WATER HEATER V >;Jcy "8 COPPER TO RANGE "4 COPPER TO 5/8" GROUND ROD AL50 SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECE55ED INCANDESCENT LIGHT FIXTURE +p. C, LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN tQ EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PU6H5UTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR sD c SMOKE / CAR50N MONO, COM50 DETECTOR TELEPHONE (OPTIONAL) T TELEV15ION (OPTIONAL) (D THEW05TAT [H ELECTRIC METER ELECTRIC PANEL _.� DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT, CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT, CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR A5 ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVISION ... 14" 3, ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 204 RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1, 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA 1OA-05, NE.C. 2008, 2010 F.S.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FO55IL-FUEL-5URNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARM5 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY, SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MICROWAVE OUTLET +14" ------------------------ ROUGH-IN FOR OPT. LANAI Q, FAN/LIGHT W.P. GF.I. \ Ak W.P. GF.I. to �O FAMILY ROOM / cm r- SD Q ROUGH -IN / FOR OPT. FAN/LIGPT</ J A.N. ;Q' I ;Q DISC. Q ___\ GF.I. oF.l. A/C D15CONN. W.P. GRI. F ASTER SUITE ROUGH -IN FOR OPT. </� J FM/LIGHT SD !LIGHT AN SWITCH IN ATTIC - Q�� DISP. l KITCHEN M I I I I CH f_ — -in / l 9 BATH 2 . III I -----_ v. .I _ a �� SD BRKFST. I I I PENDANT (VERIFY LOCATION) 13 CM SD __T F_ — — — — —I DINING PENDANT / I _ J UTIL. NIRA i .Q' DEN � 77/' ROUGH-IN /FOR DPT. FAN/LIGHT PENDANT (VERIFY LOCATION) ENTRY / W.P. ) 74----7, Gpl AT 48" PUSHBUTTON FOR GD. OPENER ;Q. M. BATH WP. 4 GF.I. HORIZ. MAKE-UP LIGHTS x m BEDROOM 2 DAVIS BEWS DESIGN GROVP ROUGH -IN FOR FAN/LIGHT J/ SD BEDROOM 3 ROUGH -IN FOR OPT. FANLIGHT AT 48" I LIGHT AND SWITCH \ r IN ATTIC j � I_ �_ 1 GARAGE CLG. OUTLET FOR G.D. OPENER ---- I I 150 AMP. ELEC. PANEL i IRRIG. AT 48" I COACH NG \ `y �� LIIGHHT NG GF.I. ELEC. METER v� �F OHO 'I R1mMG 7 ELECTRICAL PLAN GARAGE RIGHT • x m DAVIS BEWS DESIGN GROVP U o 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER .a EST. 1994 0 N am 0 V >;Jcy �.. �WLL 0 `c � h 0 �'o o�CO tv � �._:N r= 4d Z��0.°10 JOB NUMBER 25002.011 CAD FILE NAME LOT 31 TB ISSUED 12-12-14 REVISED 03-12— 1.5 205J5 • TI TLE • ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER .a EST. 1994 205J5 • TI TLE • ELECTRICAL PLAN • SHEET • GENERAL NOTES GAM / E ROOMS - 60 PSF, U.N.O. COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING FOUNDATIONS CEILING CONSTRUCTION BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS 1. USE 1/2-- CEILING OR BOARD FOR 24"O.C. FRAMING UNLESS EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) OTHERWISE SPECIFIED. MANUFACTURER'S DRAWINGS MINIMUM BEARING CAPACITY 2000 PSF 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW TERMITE TREATMENT LIVING SPACE IS ABOVE THE GARAGE. 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING UNDER STAIR PROTECTION CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF - 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE SUBTERRANEAN TERMITES OR A PERIMITER TREATMENT (BORACARE) MAY BE USED IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 1 /2-INCH(12.7MM) GYPSUM BOARD. IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. CAST IN PLACE CONCRETE METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD WOOD CONSTRUCTION 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 3. STAIR CONSTRUCTION 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. REGARDLESS OF SPECIES. CONFORMING TO ASTM A-615 GRADE 40. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM -T+717.7 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 G50 ZINC COATING 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE 2. WOOD TREATED WITH ACO -C OR ACQ-D (CARBONATE) OR OTHER BORATE 5. OMITTED J -BOLT WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND PRESERVATIVE WOOD TREATER. STRUCTURAL WOOD FRAMING MEMBERS (I.E. BLOCKING OR GABLE END BRACING) "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING PRESSURE TREATED WOOD. 6. ALL LUMBER SPECFIED ON DRAWING ARE INTENDED FOR DRY USE ONLY BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND PREFABRICATED WOOD TRUSSES REINF. REQUIRED) AT EACH END SHALL BE PROVIDED. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR DESIGNED AND DETAILS BY OTHERS. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE STRUCTURAL STEEL CENTER TO UPPER 1/3 OF THE SLAB. ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, BOLTS AND THREADED RODS FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE A36 Fy=36 KSI 2. USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES A325N BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION , AS DEFINED SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED ASTM A 153. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 3. PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. WITH THE LATEST EDITION OF ANSI TPI 1. CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM MASONRY WALL CONSTRUCTION 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, MANUFACTURER UNLESS NOTED ON PLANS SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - OF 2000 PSI (f'm = 1900 PSI) ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %s" UNO. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 TRUSS DESIGN LOADS : INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM ROOF TOP CHORD : LL = 20 PSF MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED PSI. DL= 10 PSF(SHINGLE TYPE ROOF CQVER) ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE ) 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH DL = 20 PSF TILE TYPE ROOF COVER) DL = 14 PSF AT OVERBUILT PROTECTION. - CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT BOTTOM CHORD : DL = 10 PSF 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" DESIGN LIVE LOADS MINIMUM ( ) STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). REPORTS TO ARCHITECT CLEARANCE TO INSIDE FACE. AFLOORS - 4.0 PSF SUBMIT AND ENGINEER. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND B BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. C DECKS - 40 PSF Lli 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED D STAIRS - 40 PSF OTHERWISE ON THE DRAWINGS. E ROOFS - 20 PSF Z �&z� F) BONUS ROOMS 0 �4 0 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND / E ROOMS - 60 PSF, U.N.O. COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEND BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" MANUFACTURER'S DRAWINGS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, FIELD REPAIR NOTES METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW AREA OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS 1. OMITTED REBAR DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING RE'BAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S - 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER IN THE NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. CONCRETE CONSOLIDATION. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). WOOD CONSTRUCTION 2. STRAPS/CONNECTOR SUBSTITUTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), 3. STAIR CONSTRUCTION SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED 2X'12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY REGARDLESS OF SPECIES. BE USED FOR RISERS & TREADS ILO 2x12'S 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD -T+717.7 SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. METAL STUD SUBSTITUTION 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 5. OMITTED J -BOLT AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DRILL & EPDXY w/ SIMPSON SET EPDXY 0 5" MIN EMBED. DURABLE OR PRESERVATIVE -TREATED WOOD. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE 5. ALL EXTERIOR WOOD STUDS WALLS, BEARING WALL, SHEAR WALL AND MISC. USED ILO 1/2" J -BOLT. STRUCTURAL WOOD FRAMING MEMBERS (I.E. BLOCKING OR GABLE END BRACING) BUILDING CORNERS. SHALL BE #1 SOUTHERN PINE OR SPRUCE PINE FUR. #2 GRADE OR BETTER SHALL 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS BE USED REGARDLESS OF SPECIES 7. MORTAR JOINTS 6. ALL LUMBER SPECFIED ON DRAWING ARE INTENDED FOR DRY USE ONLY -FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE REINF. REQUIRED) SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON DESIGNED AND DETAILS BY OTHERS. EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. 7. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS CENTER OR THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. 1stt TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE SIMPSON HSS2 STUD SHOES, TYP U.N.O. EPDXIED INTO TIE BEAM OR FOOTING 8. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE CORROSIVE TO STEEL. IT IS THE RESPONSIBILITY TO VERIFY THE TYPE OF WOOD (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED 9. OVERHANGING CMU WALL GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND NOT. VERTICAL CELLS PER PLAN. 9. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE IS TO BE PRESSURE TREATED. FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND 10. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR VERTICAL CELLS PER PLAN MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF WOODEN TOP PLATES. RECORD FOR APPLICABLE REPAIRS. 12. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. Fb = 2500 Fb = 3000 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 (SO FEET) (+) VALUE DENOTES PRESSURE Fv (-) VALUE DENOTES SUCTION AREA 4� O 10 +)21.2 (+)21.2 SD3 - 22.9 (-)28.3 20 (+)20.2 (+)20.2 GREATE ELEV. B - 22.0 - 26.4 50 (+)19.0 (+)19.0 CREATED ELE1/. A 3 CAR Cz,4RAGE OPT. (-)20.8 -)23.9 100 + 1$.0 (+)18.0 GRE,4TED ELEV. D FRONT LOAD - 19.8 H22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" CRATED �ELEV.D FRONT LOAD w/PKT1.4 SCxD OPT, + 18.4 -T+717.7 GREATED ELEV. G 3 CAR CsARACxE OPT. 4 OPT. BEDROOM #4 - 20.9 OF7/07/1-4 WIND PRESSURE/ SUCTION DIAGRAM 5 105, j 4 4 h' 55 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 Ft = 1500 Ft = 1700 Fc 3000 Fc 3000 Fc 1. = 900 Fc ,l = 900 Fv = 285 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. SD3 GENERAL DETAILS 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 S5.1 POWERS STEEL CHARTS - GRAVITY LOADS SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 GENERAL DETAILS UPDATES NUMBER DATA DESGRIPtION 1 12-2-11 CREATED ELEV. ,4 2 12-1E�-I1 GRATED ELEV. G 3 0I-04-12 ,41)DED ELEV C SIDE ENTR�' G�ARACzE OPt, 4 03-07-12 ADDED ELEV A SIDS ENTR1' CzAR/aGE OPT. � 03-20-12 UPDATE ELEV. A 2010 CODE-OfRLANDO �o 03-22-12 UPDATE ELEV. A 2010 GODS-JACKSONvILLE 7 04-02-12 UPDATE ELEV. B 2010 CODS -ORLANDO 8 04-02-12 GREATE ELEV. B 9 mE�-02-12 UPDATE ELEV. C 2010 CODS -JACKSONVILLE 10 O5-02-12 CREATED ELE1/. A 3 CAR Cz,4RAGE OPT. 11 mF7-15-12 ADDED ELEV B SIDS ENTRY CxAizACxE OPT, 12 Og-07-12 GRE,4TED ELEV. D FRONT LOAD 13 04.-m5-13 CI-IECKED BAMS PSR 2013 5YP#2 VALUES � �0.4-0e-13 CRATED �ELEV.D FRONT LOAD w/PKT1.4 SCxD OPT, IE� 0(0/07/13 GREATED ELEV. G 3 CAR CsARACxE OPT. 4 OPT. BEDROOM #4 1(0 OF7/07/1-4 CREATED ELEV. A LU/ OUTDOOR KITCNEN, AXP, C AS PSR I.UPK--40 17 O6/21/I4 CRE,4TED ELEV. A STD EXP, G PSR UJPK 46 IS 05/28/14 CREATED ELEV. C STD AXP, C PSR UJPK IS 0 z 0 W a 0 Z O H v W Li W p \ RL AN, ci • v, dC C3 z ®' ® T � fA U �•• • see e0o so Lu C3 O z Lli O w Z �&z� 0 �4 0 zO.=& m �GO z��W .. F-- W J U.� c c x &0iI a F- CQ ZOW�� o F-- W W � O U ~ Z O ao O V) Q� J �e O LJ O AZO � o m UOOZ CL DESIGN DRAWN CFG/BAD LA CHECKED CC .. ----- . - -- --- - - - DWG.No. 2142485 JOB No SCALE AS NOTED DATE 12/12/14 si SHT FOUNDATI0N PLAN- 1/4 C'OMPACTION TEST UQUIR.ED Results to be Verified at Slob Inspection FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS �vV -v, TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED #5's WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER O36%36%20" ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, dp WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET #5's FORTH IN THE FBC 2010 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & dp TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING #5's BEND 0 EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". SII CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR #5's RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM A/C PAD 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" ■ F-- — — — — — — — — — — — — — — — — — — — — — — — ■ ® JOINT MATERIAL OR USE 'ALTERNATE APPROVED METHOD. ■ -- ■ COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL �— FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1 I I � I■I 1 gD -4" FIN. FLR I 1 ---------------- — 1■I — — — -----� i I I ■ . ®-- ® -- — — — — ---.i---- I N I I I I 1 I ■ I 3 1/2 THICK GONG, SLAB W/ I 1 &Xro WAA XW/1.4 W.W.F. OVER & ■ 1 MIL VAPOR BARRIER OVER COMPACTED FILL. Q 2 -8"2 -0" 0'-0" FIN. F r _ _ 01 I 1 1 0-3 I I - 1 I 0_� — — I � I I I __- sc 1 ■ I I sD I I r I I 1■I � I I , El1 II L- ' I 1 = I I I Q � rc_ _ II 5 aD I ROUGH- IN I I i LT. ■ I 1 1 20'-0" SD ■ l e ■ ■ `V sD I I I - I■ I I PAVERS I ®I 3 I I I I sD r I I sD 1 16IN 1 01, NJ L------------ ------ ----ll I N 6 6 D D 11'-4" 2'-0" 6'-0" 2'-4" 2'-4" 40' -/Ill FOUNDATI0N PLAN- 1/4 C'OMPACTION TEST UQUIR.ED Results to be Verified at Slob Inspection FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS < 1� TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED #5's WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER O36%36%20" ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, dp WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET #5's FORTH IN THE FBC 2010 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & dp TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING #5's BEND 0 EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR #5's RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE 'ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. A v Ed W d �a a- 0 N ®``0111601/rrrr' �®•opt®•��ji�®� ®w 9 �� •'� �. ��.� / C"% Z w •otu � � Q .4lY N �: W U �.�� -:� �., r.ri a . %/meq Ujm </'� 00. %C3 a W Q0 • 0 i-- h 014 CQ o 0 �Cq LJ LL. W N 0 0 � M ® I Z " 0°0 p 0 --� V)w W W ■ cy — � J Y 0w0 "0 zm 0 z ��a�= CL DESIGN DRAWN CFG/BAD LA CHECKED CC DWG. No. 2142485 NG JOB No. S.�NFOR1� � SCALE AS NOTED DATE 12/12/14 airR'l # 7 6 S2 SHT FOOTING SCHEDULE < 1� 24"x24"x12" dp w/ #5's Z O36%36%20" dp w/ #5's 0 6" O.C. EA. WAY W Q0 • 0 i-- h 014 CQ o 0 �Cq LJ LL. W N 0 0 � M ® I Z " 0°0 p 0 --� V)w W W ■ cy — � J Y 0w0 "0 zm 0 z ��a�= CL DESIGN DRAWN CFG/BAD LA CHECKED CC DWG. No. 2142485 NG JOB No. S.�NFOR1� � SCALE AS NOTED DATE 12/12/14 airR'l # 7 6 S2 SHT FOOTING SCHEDULE < 1� 24"x24"x12" dp w/ #5's 0 6" O.C. EA. WAY O36%36%20" dp w/ #5's 0 6" O.C. EA. WAY O32"x16"02" dp w/ #5's 0 6" O.C. EA. WAY 32%32%12" dp w/ #5's 0 6" O.C. EA. WAY W Q0 • 0 i-- h 014 CQ o 0 �Cq LJ LL. W N 0 0 � M ® I Z " 0°0 p 0 --� V)w W W ■ cy — � J Y 0w0 "0 zm 0 z ��a�= CL DESIGN DRAWN CFG/BAD LA CHECKED CC DWG. No. 2142485 NG JOB No. S.�NFOR1� � SCALE AS NOTED DATE 12/12/14 airR'l # 7 6 S2 SHT z 0 J A OEC � a Wzv2 CA Z ;42 04 4204 Z 0.4 0 040 a�ozz o o Q � 0 -4 EQ �Z U wF z 0 W Q0 • 0 i-- h 014 CQ o 0 �Cq LJ LL. W N 0 0 � M ® I Z " 0°0 p 0 --� V)w W W ■ cy — � J Y 0w0 "0 zm 0 z ��a�= CL DESIGN DRAWN CFG/BAD LA CHECKED CC DWG. No. 2142485 NG JOB No. S.�NFOR1� � SCALE AS NOTED DATE 12/12/14 airR'l # 7 6 S2 SHT DOWEL PLAN - 1/4 SY" IBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (I) VERT. *5 CONT. FTG. TO TIE BEAM (8'-S" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. *5 CONT. FTC. TO TIE BEAM, 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. • 1/2" J -BOLTS �o" FROM EACH END OF WALL AND Z- 32" 32" O.C. (6" MIN. EMBED) U.N.O. a C'.1 0 x 0 A CAN�jp D W Q Z O 1- a. U ui Ld uj Li -t 111111191/0,® D. cq o% j_ � eee LJ O Li►�. ep. �-; JI a � U J +eo ®`UJ e 4 LL. l� Z z 0 W En �0c� Ld z ru W 0 .O W a HwHNE z w cQ w � Ld U) M Zv0 °o O J rW W X J y Ow0 ,0 zm ° E- O U0—Z � JZ� O >- Q O _ cr 77 CL DESIGN DRAWN CFG/BAD LA CHECKED CC DWG.No. 2142485 JOB No. SCALE AS NOTED DATE 12/12/14 S3 SHT DTC CLIP, (2) Sd NAILS INTO BLOCKING, (2) 1/4"x 2 3/4" TAPCONS IN CMU. TRU55 TRUSS 2x4 BLOCKING (2) 10d LINTEL NAILS, TOENAILED a EACH END. SEE SCHD, PER FOR SPACING PLAN REQUIRMENTS SPACING OF 2X4 BLOCKING W/ DTC CLIP PLATE WIND SPEED (ALT) EXP05URE (SEE GENERAL NOTES WEIGHT 130/5 140/5 OR 130/G 1401C / 150/5 8'-0" 120" O.G. 96" O.G. 12" O.C. V-4" 108" O.C. 84" O.G. 60" O.C. 2X4'5 0 16" O.C. 96" O.C. 12" O.G. 48" O.G. 12'-0" 12" O.G. 48" O.C. 24" O.C. (: 3 GLll= DETAIL 3/411011-011 CONNECTION PER PLAN 2X TOP 1/2" THREADED ROD 0 24" O.C. (U.N.O.) CENTER ROD WITHIN DOUBLE TOP PLATE — NOTE: LOWER TRUSS 15 TO SIT ON BOTTOM PLATE OF KNEE WALL. NOTE: LOWER TRUSS IS TO SIT ON BOTTOM PLATE OF KNEE WALL. DBL. 2X TOP - PLT. (2)16 d NAILS PLT. TO EA. - TRUSS ABV. 4 BELOW HIO U.N.O. — DBL. 2X4— TOP PLT. SIDEWALL — SHEATHINCs FASTEN PER PLAN, CONT. FROM TOP PL TO BOT. PLT. 2X415 a 16" _ O.G. MAX. PT. 2X4 — BOT. PLT. ROOF 5HEAl FASTEN PER PLAN -f/fro OSB KNEE WALL W/(2)16d NAILS 0 24" O.C. TO TRUSS BELOW �_ PRE -ENCS 8'-0" NUT w/ 3"x3"xI/4" 96" O.C. Q 24" MAX WASHER CONNECT PER TO TOP PLATE ALTERNATE: 2X4'5 0 16" O.C. SIMPSON W/MID PT. 5f-81/2 —3 PRE -ENCS SLOTTED TRUSSES WASHER w/ GUT * 24" MAX WASHER t NUT - CONNECT PERI PLAN CONNECTION PER PLAN 2X TOP 1/2" THREADED ROD 0 24" O.C. (U.N.O.) CENTER ROD WITHIN DOUBLE TOP PLATE — NOTE: LOWER TRUSS 15 TO SIT ON BOTTOM PLATE OF KNEE WALL. NOTE: LOWER TRUSS IS TO SIT ON BOTTOM PLATE OF KNEE WALL. DBL. 2X TOP - PLT. (2)16 d NAILS PLT. TO EA. - TRUSS ABV. 4 BELOW HIO U.N.O. — DBL. 2X4— TOP PLT. SIDEWALL — SHEATHINCs FASTEN PER PLAN, CONT. FROM TOP PL TO BOT. PLT. 2X415 a 16" _ O.G. MAX. PT. 2X4 — BOT. PLT. ROOF 5HEAl FASTEN PER PLAN -f/fro OSB KNEE WALL W/(2)16d NAILS 0 24" O.C. TO TRUSS BELOW �_ PRE -ENCS 8'-0" TRUSSES 96" O.C. Q 24" MAX MT512 TRU55 CONNECT PER TO TOP PLATE PLAN 2X4'5 0 16" O.C. 96" O.G. W/MID PT. 48" O.C. BLOCKINCs -12" O.C. 2 STACXED WALL „DETAIL ROOF SHEATHING, FASTEN PER PLAT: y411x4" TAPCON5 W/W,45HERS (OR WASHER HEAD STYLE) 0 8" O.G. MAX. CMU WALL PER PLAN KNEE WALL DETAIL FRE -ENG TRUSSES a 24" MAX. 51DEWALL - SHEATHINCs FASTEN PER PLAN 2x4'5 0 24" O.C. MAX. ROOF SHEATHING, FASTEN PER PLAN META -16 (U.N.O.) PRE -ENCs TRUSSES 0 24" MAX. 2x4 BLOCKING (2) 106 NAILS, TOENAILED a EACH END. SEE 5CHD. FOR SPACING REQUIRMENTS ROOF TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGER L 2X4 LEDGER w/ (2) Irod NAILS 'a EACH WEB H3 a EACH BLOCK TO LEDGER L5TA18 OR MT618 — BLOCKING TO JACK TRUSS BOTTOM CHORD 2X4 BLOCKING 6 24" O.G. e EACH JACK TRUSS 2X4 LEDGER TO KNEE WALL w/ (2) 1/4" x 3" SIMPSON SDS SCREWS -s Ira" O.G. ROOF SHEATHING PER PLAN TRUSS PER PLAN DTC CLIP, (2) Sd NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE (2) 16d TOE NAILED TO BOTTOM CHORD DOUBLE TOP PLATE 2XS's 0 Iro" O.G. s � PT 2X8 SYP 02 BOTTOM PLATE w/ 1/4" x 4" TAPCON5 a &" O.C. SPACING OF 2X4 BLOCKING W/ DTC CLIP PLATE WIND SPEED (VuLT) EXPOSURE (SEE GENERAL NOTES HEIGHT 130/5 140/5 OR 130/C 140/C / 150/5 8'-0" 120" O.C. 96" O.C. 12" O.C. V-4" 108" O.G. 84" O.G. 60" O.G. 10'-0" 96" O.G. 12" O.C. 48" O.C. 12'-0" -12" O.C. 48" O.G. 24" O.G. KNEE WALL - LANAI NOTE: SEE SHEET S4.1 FOR NOTES AND SCHEDULES A � W W d" i f % ' v� `� r CC� W O aN _ z 4 t -0 so 0000-0` lu a Z 1�1 • � O � J Wz°i •� 0- A vi0cm L- �3rz� w Z �mc�wz, E--4 0 o c Q Ev�j"' cn Z 0M IW o LL -W O LTJ 0 a EOHCQE i� O O U c a i. O W W O z o M 5 � o � Z A0 0 -� w ..J y 0w0 ^o Zm a c) 0 Z L,J J Z CL I (n I-•-- DESIGN DRAWN CFG/BAD LA CHECKED CC DWG.No. 2142485 nSANFORD JOB No.SCALEAS NOTED ---- DATE 12/12/14 Ru"Off FPLAN #145-763 1/4 =1 -0 SHT CONNECTION SCHEDULE MARK SIMPSON STRONG TIE REFERENCE No. it (1) META16 TRUSS TO CMU 2� HUC210-2 BEAM TO CMU MGT TRUSS TO CMU w/ I" ALL THREAD ROD, 12" MIN. EMBED w/ END OF HEADER SIMPSON SET EPDXY OR EQUIV. (2)2x69s 1/2" ABU44 POST TO CMU w/ 5/8" ALL THREAD ROD 7" MIN. EMBED w/ SIMPSON SET EPDXY OR EQUIV. 15 HST24 BEAM TO POST 1 HUSC28-2 BEAM TO WALL OR BEAM TO BEAM (2) META16 TRUSS TO CMU HTT4 TRUSS TO CMU W/ 5/g" ALL THREAD ROD, 7" MIN. EMBED W/ Pal SIMPSON SET EPDXY OR EQUIVALENT & (18) SD#10 x 1Y2" SCREWS TO TRUSS SPACER LTT208 w/(10) 10d NAILS & I" EPDXY ANCHOR w/SIMP. SET EPDXY 2 MIN. 7" EMBEDMENT COLUMN SCHEDULE 3 (2) 2x4 SYP #2 BUILT UP STUD COLUMN O4x4 SYP #2 PT POST O --- SCHEDULES_ 1/4"=1'-0" ROOF NOTES: HEADER SCHEDULE TAG HEADER FASTENERS QTTY. OF JACK STUDS EACH 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. END OF HEADER 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS (2)2x69s 1/2" KINGISTUDEND H2x6 SPACER TO HDR 1 AT ALL NON-BEARING WALLS AND AT VOLUME AREA ® EA. END 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM (2)2x8's W/ 1/2" (8) 16d END NAIL H2x8 SPACER KING STUD TO HDR 2 CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: 0 EA. END WITH CABINETS AS SHOWN ON PLANS. (2)2x10's W/ (10) 16d END NAIL H2x10 1/2" SPACER KING STUD TO HDR 2 INSTALLATION REQUIREMENTS .OF ALL HARDWARE BEFORE ® EA. END 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 (2)2x12's W/ (10) 16d END NAIL H2x12 1/2" SPACER KING STUD TO HDR 2 LIVING SPACE IS ABOVE THE GARAGE. 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. A PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY INDICATES BEARING FRAME WALL CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS cb 2x's 016" O.C. SCHEDULES_ 1/4"=1'-0" ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS 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: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS .OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BSCI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE) OR 19/32" (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 ® 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION A PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS cb EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. pa SIDEWALL/GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED W/ (1) ROW ® 3" O.C. AT TOP AND (1) ROW AT BOTTOM OF WALL, 6 O.C. ALL OTHER EDGES AND 12 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS �d 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 A ASTM 153. CONNECTION NOTES: ALL TRUSS/BEAM TO MASONRY CONNECTORS TO BE SIMPSON META16 (WITH A TSS IF THE FRAMING IS NOT EQUIPPED WITH A MOISTURE BARRIER), U.N.O. M ALL TRUSS/BEAM TO FRAME CONNECTORS TO BE SIMPSON H10A (SINGLE PLY) OR H10-2 (2 PLY) U.N.O. GABLE END TRUSS TO FRAME CONNECTIONS TO BE pal SIMPSON HTS20 WHEN TRUSS DOES NOT HAVE CONTINUOUS BEARING. c ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. a SIMPSON H2.5A MAY BE USED ON CORNER JACK AND END TRUSSES WHERE UPLIFT DOES NOT EXCEED 535 LBS. REPLACEMENT FOR OMITTED STRAPS: MISSED META -16 LINTEL STRAPS FOR MASONRY 0 CONSTRUCTION MAY BE REPLACED W/(1)SIMPSON MTSM16 TWIST STRAP FOR UPLIFTS OF 840 LBS. OR cm 0 LESS. USE (2)MTSM 16 FOR UPLIFTS OF 841 LBS. ® :1. 0 C"*J Q Z 0c4:.�y►� TO 1680 LBS. (PROVIDE (4) 1/4"x2-1/4" TAPCONS N p CU J ®� PER STRAP). OTHERS ON CASE BY CASE BASIS TO BE APPROVED BY THE ENGINEER OF RECORD. J ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT c� TO DICTATE LOCATIONS OR CALCULATIONS 3• VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2010 EDITION SECTION R806 4• ROOF VENT AREA FORMULA: SQ. FT. OF CLG- AREA OF FREE VENTILATION REQ'D. A�zH 150 * 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE S Wpa 0 C'3v�A o m Zv w� .-. E-4oca o Z A Q �uiLniNc as SAN (J .rF?la .O W � a ~ 0 [-4 cq ~ W p U�� Lv a 0 Z 0 IL 0 to Ld 0 W Li -'t ttt�rrrrl�� ri o N cm 0 �• W ® :1. 0 C"*J Q Z 0c4:.�y►� W N p CU J ®� 0�_.. J J iJ1tj��.�-� w z A�zH �3Ez�'a,� Wpa 0 C'3v�A o m Zv w� .-. E-4oca o Z 0 � E Q z 0 Lv .O W � a ~ N [-4 cq ~ W p U�� Ld _ Z ulfj 70 0 _ % " � J � 0 LTJ O I Z o m L,Lj0zW ') < 0 CL V) DESIGN DRAWN CFG/BAD LA CHECKED CC DWG.No. 2142485 JOB No. SCALE AS NOTED DATE 12/12/14 S4.1 SHT PoWerBOX8 Lintels 8" inch block width LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) Gravity Load Table 3000 psi grout (20ga. < 16'-0" span) (16ga. >= 16-0" span) -- ALL LOADS ARE SUPERIMPOSED 1. — MARK SPAN PSbox&8" PSbox&8" PSbox8-12" P3box&12" PSbox&14" PSbox&14" PSbox&16" PSbox&16" PSbox5-20" PSbox8-20" PSbox8-24" PSbox&24" PSbox&32" PSbox&32" PSbox8.40" PSbox8-44" SPAN NO. (ft) #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top8bot #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot #5 top #5 top&bot (ft) NOTE: DEFORMATIONS DO NOT EFFECT STRUCTURAL CAPACITY. FOR SPANS LESS THAN 16'-0" BOX LINTELS TO BE 20 15, MANUFACTURER: GA, FOR SPANS GREATER THAN OR EQUAL TO 16'-0" BOX L-1 1'-611 5568 5568 7369 7369 8269 8269 9170 9170 10971 10971 12772 12772 SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD PHONE (602) 437-1160 1'-6" L-2 2'1 3836 3836 5074 5074 5694 5694 6313 6313 7551 7551 8789 8789 16. TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN 211 L-3 2'-811 3106 3106 4107 41071 4607 4607 5107 5107 6108 6108 7109 7109 + NASPEC / AISI LIGHT GAGE COLD FORMED STEEL DESIGN - 2007 2'-8" L-4 L-5 31-2" 4'-011 2606 2051 2606 2051 3444 2709 3444 2709 3864 3038 3864 3038 4283 3366 4283 3366 5121 4024 5121 4024 5960 4682 5960 4682 7636 5998 7636 5998 9313 7314 9313 7314 3'-211 4'-011 L-6 4'-6" 1816 1816 2398 2398 2689 2689 2980 2980 3561 3561 4143 4143 5306 5306 6470 6470 4'-611 GRADE N. S.E. CONSULTANTS, INC. 5800 E. THOMAS RD. SUITE 104 T GROUT = 3,000 psi. SLUMP RANGE: 8" TO 11 ". ROD OR VIBRATE SCOTTSDALE, AZ 85251 L-7 L-8 L-9 5'1 6'-211 7'-0" 1574 1291 989 1574 1309 1146 2077 1726 1510 2077 1726 1510 2329 1935 1692 2329 1935 1692 2680 2143 1874 2580 2143 1874 3083 2560 22381 3083 2560 2238 3586 2977 2602 3586 2977 2602 4592 3811 3330 4592 3811 3330 5598 4644 4058 5598 4644 4058 6"1 6'-2" 7'-0" IF AN INSPECTOR, CONTRACTOR, SUBCONTRACTOR, OR PLANS 8, MORTAR: TYPE "S" OR TYPE "M" 1800 psi, EXAMINER HAS ANY TECHNICAL QUESTIONS PLEASE CALL. 9. TOP REINFORCING OR TOP OF WALL REINFORCING, IS 17. INSTALLATION: L-10 L-11 8'-011 9'1 743 552 996 760 1311 1311 1468 1268 1468 1268 1625 1404 1625 1404 1940 1675 1940 1675 2255 1946 2255 1946 2885 2489 2885 2489 3515 3032 3515 3032 8'-011 9'-2" 1133 1133 L-12 10'-0" 464 629 977 1031 1154 1154 1277 1277 1524 1524 1770 1770 2263 2263 2755 2755 10'-0" L-13 111-211 352 492 766 887 1023 1023 1132 1132 1349 1349 1567 1567 2003 2003 2438 2438 11'-2" L-14 12'-0" 297 418 652 756 922 945 1046 1045 1246 1246 1446 1446 1848 1848 2249 2249 12'-0" L-15 12'-811 261 369 576 670 817 890 984 904 1173 1173 1361 1361 1738 1738 2116 2116 12'-81' L-16 L-17 13'-4° 14'-0" 229 203 328 292 5111 456 596 532 728 651 815 729 893 799 929 879 1107 1047 1107 1047 1285 1215 1285 1215 1640 1551 1640 1551 1996 1887 1996 1887 13'-411 14'-0" 1166 1236 1524 1524 L-18 16'-0" 215 284 386 530 492 653 688 775 1811 1811 2©98 2098 16'-0" L-19 L-20 L-21 18'-0" 18'-81, 201-811 157 142 104 211 192 145 286 2160 1195 400 365 281 367 334 254 494 452 350 519 474 365 588 539 518 891 818 641 946 869 682. 1201 11041282 869 ' 1336 1037 1585 1520 1267 1585 1520 1350 1833 1758 1560 1833 1758 1560 18'-0" 18'-8" 20L8" SUPERIMPOSED LOADS, „I.. L-22 L-23 L-24 22'-8" 24'-0" 26LO11 76 110 147 219 193 273 284 334 267 327 384 309 508 484 3911 543 625. 511 693 625 507 832 918 757 1014 905 1211 1131 1335 1185 9681 1652 1304 1181 22'-8" 24'1 26'-0" 7371 10261 L-25 L-26 L-27 28'-0" 301-0° 32'1 214 171 251 203 317 258 420 348 413 337 629 525 604 497 409 929 780 857 795 656 542 1077 986 866 28'4" 3a'-0" 32'-0" L-28 L-29 L-30 34'-0" 36'-011 38'1 336 275 556 471 447 368 301 734 624 531 34'4" 36'-01' 38'1 L-31 40'-a" 244 451 40'4" Note: All lintels areater than 22-8" in lenqth will require (2 bars top or (2}� bars top&bott. (10) (9) (7) REFER TO NOTES FOR DESCRIPTION OF NUMBERS u (2) F = FILLED WITH GROUT NOMINAL FILLED HEIGHT LxxFxx (13) LINTEL MARK POWER STEEL LINTELS DESIGNATION FILLED HEIGHT VARIES - SEE SCHEDULE a.� . 4 v . 4 7j" » D ETA I L "A" " 4.4 4 41 a. .311 ao <U 7j" a 4 7g" D ETAI L "B" GRAVITY LOADS NOTES: PowerBox8 Gravity —16 and 20 Gage 1. PRODUCT NAME (PATENT NO. 6367209), 14. #5 REINFORCING BAR (GRADE 40) IS TO SET APPROX. 1-1/2" FROM TOP OF ALL 'LINTEL DESIGNS AND IN SOME CASES THE BOTTOM OF PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED LINTEL AS SHOWN ON LOAD TABLES. TOP HORIZONTAL COIL STEEL AS MANUFACTURED BY POWERS STEEL AND WIRE REINFORCEMENT IS TO BE A CONTINUOUS TIE AS''NOTED IN NOTE PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A570 GRADE C #9. IN THE CASE THAT THE LINTEL IS NOT WITHIN A COMPOSITE (FY= 40 ksi). BOND BEAM SYSTEM, TOP HORIZONTAL REINFORCEMENT IS TO EXTEND 2'-0" PAST INSIDE OF JAMBS. NOTE: DEFORMATIONS DO NOT EFFECT STRUCTURAL CAPACITY. FOR SPANS LESS THAN 16'-0" BOX LINTELS TO BE 20 15, MANUFACTURER: GA, FOR SPANS GREATER THAN OR EQUAL TO 16'-0" BOX LINTELS TO BE 16 GA. POWERS STEEL 4118 E. ELWOOD PHOENIX, AZ 85040 2. SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD PHONE (602) 437-1160 LOAD DEFLECTION ON NOWCURED MASONRY GROUT. ALL FAX (602) 437-5409 LINTELS GREATER THAN 18'-0" ARE BUILT WITH 112" CAMBER. 3. LINTEL TO BE USED WITH BRICK OR CONCRETE MASONRY 16. TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN UNITS HAVING MINIMUM f"m AS SHOWN. DESIGNED IN ACCORDANCE WITH THE FOLLOWING: 4. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR + FLORIDA BUILDING CODE - 2010 SHALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT + NASPEC / AISI LIGHT GAGE COLD FORMED STEEL DESIGN - 2007 INHIBIT BOND. + ACI 530-08/ASCE 5-08/TMS 402-08 5. DESIGN BEARING OF POWERS STEEL LINTELS IS 8" FOR ALL TECHNICAL ASSISTANCE IS AVAILABLE FROM THE MANUFACTURER LINTELS GREATER THAN 18'-0" IN SPAN OR GREATER THAN 32"" ON SPECIAL DESIGN CONCERNS OR LINTEL DEPTHS DIFFERENT IN DEPTH. ALL OTHER LINTELS REQUIRE A MINIMUM OF 4" THAN THOSE SHOWN IN THE LOAD TABLES. BEARING PER THE STANDARD AND FLORIDA BUILDING CODES, STRUCTURAL ENGINEER FOR THESE LINTELS IS: 6. fm =1500 psi. MASONRY UNITS SHALL CONFORM TO ASTM C90> GRADE N. S.E. CONSULTANTS, INC. 5800 E. THOMAS RD. SUITE 104 T GROUT = 3,000 psi. SLUMP RANGE: 8" TO 11 ". ROD OR VIBRATE SCOTTSDALE, AZ 85251 GROUT ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT PHONE (480) 946-2010 (NO AIR POCKETS). GROUT SHALL COMPLY WITH ASTM C476-83 FAX (480) 946-1909 AND BE EITHER COARSE OR FINE GROUT. IF AN INSPECTOR, CONTRACTOR, SUBCONTRACTOR, OR PLANS 8, MORTAR: TYPE "S" OR TYPE "M" 1800 psi, EXAMINER HAS ANY TECHNICAL QUESTIONS PLEASE CALL. 9. TOP REINFORCING OR TOP OF WALL REINFORCING, IS 17. INSTALLATION: REQUIRED BY CODES TO PROVIDE A CONTINUOUS TIE AROUND POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH A STRUCTURE AND TO PROVIDE FOR UPLIFT RESISTANCE AT STANDARD CONSTRUCTIONSPRACTICES, SET TO PROPER LINE LINTELS. AND LEVEL, PLUMB AND TRUE, AND IN CORRECT RELATION TO OTHER WORK. 10. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS.�� 11. LIMITATIONS: THE LINTELS SHALL NOT EXCEED THE ALLOWABLE DESIGN LOADS AND SPANS SHOWN IN THIS REPORT. THE LINTELS SHALL NOT BE USED IN A FIRE RESISTANCE RATED ASSEMBLY UNLESS A TEST REPORT DOCUMENTING FIRE RESISTANCE IS SUBMITTED TO THE BUILDING OFFICIAL. A PROPER BARRIER IS REQUIRED WHEN USING CORROSIVE LUMBER PRODUCTS IN CONTACT WITH THE STEEL LINTELS. A PROPER BARRIER WOULD BE A POLYETHYLENE BARRIER WITH A 10 MIL THICKNESS OR TO MAINTAIN A MIN. 1/4" SPACING BETWEEN THE CORROSIVE LUMBER AND STEEL LINTEL. NOT FOR USE IN THE HVHZ IN MIAMI OR BROWARD COUNTIES PowerBox8 STEEL LINTELS AT THIS TIME. MIAMI DADE COMPLIANCE IS BEING SOUGHT. NOTE: NO SCALE 16 GAGE IS .060 INCHES THICK. 12� DEFLECTION LIMITS ARE SET TO U600 FOR ALL LOADS SHOWN 20 GAGE IS ,039 INCHES THICK. ABOVE THE DARKENED SOLID LINE. DEFLECTION LIMITS ARE SET TO U360 [LIVE LOAD] AND 0240 [DEAD + LIVE LOAD] FOR ALL LOADS SHOWN BELOW DARKENED SOLID LINE, 13, ALL LOADS SHOWN IN TABLES ARE SUPERIMPOSED LOADS. • ",!F, TABLES ARE DATED 3/2012 AND CLEARLY INDICATE SUPERIMPOSED LOADS, „I.. 1'-118" V-38" 7j"» 7" PH D ETA I L "C " 7g- DETAIL g"DETAIL "D LLJ ALLJ cQa qq� U! d O pp n {%�•� •••••••°� �jr .�. 0: ° N y •may �,\ 0 Q,°� Z V-4 : J Sty � �- •°• � ;� Q °oe rsees 0, ® LL.J Q D ' J O ry a \�3 Z a vi 0�'-' v C'n W �z Z0.A0 m Ld L J 0.4-4az11 V) z � a0 w z 0 La V I f ) �O .O'm' v� a ryHcaCH - W z v CQ 1— 3'. ::0 W O» W n 0- _ o a. Q.4 a r 3" O 4. .".•^5 V v 4. a U � z d f V, / i. w 3,- » Mf X LLJ W Sry 1..�..� W �/1 O O q 4 i I Z 0 44 : 4 n, O m 0 <0 �— Q CL �- cn DESIGN DRAWN CFG/BAD LA " CHECKED CC - --_. DWG.No. 2142485 DETAIL „E„ JOB No. �AP�dI=:�G�1� � SCALE AS NOTED °�O�R�� DATE 12/12/14 S5*1 SHT (1) 5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID a" CMU BLOCK 3-1/2" CONC. SLAB w/ F15EWESH REINF. OVER 6 MIL. VAPOR BARRIER (I) 5 SPACING PER DOWEL -- PLACEMENT PLAN AND IN EACH - CORNER (UND.), FILL CELL SOLID m EACH 05. HOOK REBAR 6" INTO FOOTING �II CLEAN COMPACTED FILL a 9 I _ STANDARD DENSITY AND TERMITE TREATED 10"A? CONC. FTG. W/ (2) 5'5 CONT. ON CHAIRS (D T` P, 1 4 2 STORY FOOTING DETAILS 3/411211-011 O2 NOT USED 3/4" RECESS 3" MAX. OVERHANG (OPTION PER MFG, 1m SLIDING SPECS GLASS DR. (1) 05 CONT. PER PLAN LOPE 3-1/2" CONC. SLAB w/ P15EWE OVER 6 MIL. VAPOR BARRIER 4 1/2" CASING -III`_ _ CLEAN COMPACTED FILL 95go -I I i—I 1 I—I ISI—ISI—III ��.� ALUMINUM THRESHOLD STANDARD DENSITY AND tERh11tE 3-1/2" GONG. SLAB TREATED - d. -111=111 (25m0 P.S.I.) UJ/ SLOPE S"xiro" GONG. FTG. I -III-) i l .:' c (o x�o 10/10 W.W.M. =1 717 3/4" RECESS �/ (2) «5'S CONT, 111=1 II I A I r 11111 AND 6 MIL. VAPOR % ON CHAIRS. BARRIER --------- ----- SLOPE 1/4" �- PER FOOL A I�II11�11111 °;J PER MFG, SPECS EXP JOINT 1� EXTERIOR DOOR NTS POURED SILLS FILLED CELL GARAGE 4" N TOP VIEW 'SCORNER GARAGE WALL --- F i� PORCH STEMWALL 3-1/2" GONG. SLAB t±�7 m 4 PVC SLEEVE A/C CHASE 4. ° -11 t =1 I I -I =1 I 7,_1T,=51 - I -I 11=I I I -I I I- -; Eli j 111111 IVI IVI I I r=11 ' 'III- 8" x S" THICKENED EDGE U)/ (1) 0 CONT. THICKENED EDGE '/4 „ 1� MONOLITHIC 4 STEMWALL A.C. CHASE I6 6 GARAGE DOOR =1-a� FILL JOINT WITH ELAST JOINT FILLER 3-1/2" CONC. SLAB w/ 7 0 i FIBEWESH REINF. OVER 6 MIL. VAPOR BARRIER - - - IAGRADE (1) 5 SPACING PER DOWEL I II PLACEMENT PLAN AND IN EACH=- CORNER (UND.), FILL CELL SOL a EACH 15. HOOK I I I-1 I IEE1 I �- REBAR 6" INTO FOOTING CLEAN COMPACTED FILL g 9 I - ° : ' I= I I� STANDARD DENSITY AND , , - , ; , , , TERMITE TREATED 2" VIA? CONC. FTG. W/ (2) 5'S CONT. ON CHAIRS 1 -oil WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(2) 05 BARS 3 GARAGE CURS DETAILS I SNUJR. INTERIOR Lu ... •,a .. a • :+ _ ` N -I I I=1 11=1 I I I I 1==11 MI I I m I I 1-1 11=1 I— —I I —I 11— I I I. - I P 1-111-" (1) 05 CONT. W/ 3" MIN. CLEAR GARAGE T_�_r NON -LOAD BRG. WALL INTERIOR I SLA5 RECESS OFFSET FOOTING AT SHOWER 3/411211-011NON 5EARING 3/411211-011 1/2" GYP. BD. EA. SIDE OF 2x's 6 16" O.G. W GARAGE INTERIOR�i 1/2" GYP. Bp. EA. SIDE OF 2x'5 ly- I(oll O.C. 1/2" GYP. BD. EA. SIDE OF 2x's 1118111111wit 21/4" O.C. %%%r® c. o 04 •®, •cars®•••®®®�,, ,.0 PT BOT. PLT. „ •. ;„ r' o iR PT. BOT. PLT. w_ 3-1/2 CONC. SLAB • W �L $y,t� ., ® Z Z J 'zPT BOT. PLT. �^ ' , , : tri ® �' �° a C.) d r A i + .•G < a e',+ ld i •'; I. ,.° d •: .p : i i :'1� '� 111 - ----- °.. ° .. t a + �� . • d r e. r'd • Y a. r °" . -r- ; -'-----'d+-._-°-. GRADE - . ® Q6, w d ' e °.• — � a dr �I • i —_ _—° • d d•+ I i —_ — -- -- _-_-- ° — — �' bio �` 0✓0 .� Q e e "v s i .i ...' y .° hr~�!: � � �.. .'re • � yam_ ..._..+� � e - .. d' � +• '. d '+•�-� �—�_—_ � 'd • � .. —_ _-_- - __ •b� I = - _ _ - , a .•' _ --III = -I I L*'r d I- i 1-_I I I -III-_ , , a _III , •,,•a a III I Ii III III III III I I III I I IT -CLI -17 = I —° T _ 1 111 a. :... ,., =1 11= 11=1 11=1 11-1 11- 1= >. d: l L L x ,,. o. o • a - - 111-,® ,` (3) 5'5 CONT. W/ 3" CLEAR 1-1 I I 111. - I I 1=1 11- ( f i t _I = (2) «S'S CONT. E a x 12 THIGCENED SLAB w/ a. UJ/ 3" MIN. CLEAR _ all 8.. CLEAR CONT. W/ 3" MIN. 10 101111 (1) 5 CONT. hI I _ I III I I \ 8ll UPLIFT CONNECTORS SUCH AS SP's, His, AND ANCHOR UPLIFT CONNECTORS SUCH AS We, His, AND ANCHOR BOLTS ARE NOT REQUIRED BOLTS ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT CONNECTORS SUCH AS We, His, AND ANCHOR BOLTS ARE NOT REQUIRED V) z ON WALLS NOT EXPOSED TO UPLIFT FORCES. 5HEARWALLS REQUIRE ANCHOR UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR BOLTS ON WALLS NOT EXPOSED TO UPLIFT FORCES. SHEARWALLS REQUIRE ANCHOR BOLTS AND SHOULD BE PROVIDED PER PLAN. AND SHOUI-D BE PROVIDED PER PLAN. BOLTS AND SHOULD BE PROVIDED PER PLAN. Q W�w •C��2 �— A .0 Mr - in z OF S T FOOTING INTERIOR 5EARING 3/4"=1'-m" s INTERIOR TWO 3/4"=1'-0 g THICKENED EDGE 3/4"=1'-a�" w � �z v� 3 �RINC 3/4"=1'-�" STORY 5EARINC� _ � I ZGEA jccQ .4 l (1) 05 VERT. 0 12" MAX IN GROUT FILLED CELL 11- 12 NOT USED 3/4"=1 ' -oil 7- 05 CONT. PER PLAN (I)'5 VERT. 612 O.C. MA 1 P., `* IN GROUT FILLED CELL 1/2" GYP. BD. ON 2x's - o O cn [291 3-1/2" CONC. SLAB w/ FIBERME �' lro" O.C., U.N.O. o E •• GONt. TIE BEAM w/ lU � Z d � OVER 6 MIL. VAPOR BARRIER 5 REBAR is TOP ll) +� CONT. PER PLAN � Q or,Z O � PT BOT. PLT. W i!s P, - - -. - - - �. 3-1/2 CONC. SLAB w/ F15ERME x ��.. J Q Q'' W C -E OVER 6 MIL. VAPOR BARRIER C I) CONTINUOUS cv f U 5 FROM FTG. TO z ►E� WC12 E, i - - - mcq CLEAN COMPACTED FILL 9 '35%r I; I I I -----I I I—I I I TIE BEAM o48" O.C. STANDARD DENSITY AND TERMITE -I =1 1= I - - S" CMU BLOCK - SPLICE TO BE MIN. 25" TREATED I- I=1 I .1. -� I -III w i I=1 I I=1 I e GLEAN COMPACTED FILL o= I- w 3-1/2 CONC. SLA w =I I 1=III ': STANDARD DENSITY AND TERMITE -III-III—I 111 •;..' - PER PLANA. III -I I- I i I I I -I I II ( •� GRAD TREATED =III=III a' M 4 GRADE GRADE N a"xl6" CONC. FTG. =1 I I—III III =111=1 " I' I 1=111=1 a ' CLEAN =1 I (=1 I 1=1 11= ` • �� IL.L—III =1 1=-I U)/ (2) *5'5 CONT. =111 -Ill— I =11 I COMPACTED FI1- -I 1= I I=1 I ��.__I ON CHAIRS. _-III-III 1 Ill -Ill- I I- (U"5 VERT. 0 12" O.C. MAX IN - _=1 I "'' - 95ro STANDARD (11=1 I =1 �- -11 1=1 FEE I 1=1 I I I 1=1 11=1- I GROUT FILLED CELL _ i=1 I 1=1 I I DENSITY AND x:111=11 ISI 11:-1 I . ,1 I 1=1 1-=1 I ==1 °° I=1 I I=1 i TERMITE TREArtEI I I(--= =1 11=I 11= : =-=1 I ISI 11 � .,� - I I I.I I- 10"x16" CONC. FTG.- _ FI _ =1 1=1) I = _ - I I U)/ (2) «S'S CONT. III - _ I I ° _ I 1== 11= 30"x12" CONC. FTG. i _ Q ° =III=III=I i I-III=III=III=I I- ON CHAIRS. a t ° _III=III - I'-4" - III=III- -1 l ..,,,� .. --111 i l Lu/(3)S's CONT. AND I1=1I 1=111=1 1I ;.III- III -III ° -�I I I1= I I (1) S ON TOP PERP. ° _ �„I I I° A I -III -III -III- � 24 O.G. d _ ;I i Ii I Iii I 11= I,, I I IEE I I i i � I I l„, 111= (I o 11-111=1 — 1 I— -� STEP DOWNSTEP DOWN 15 PRIVACY WALE 3/4"=1'-0” I3 IN FOOTING 3/4"=1'-m" 14 IN FOOTING 3/4"=V- " DETAIL 3/4"=1'-0 40 0 � 0w0 ^0 Zm � c) O O1-1 z � J Z W o�-QO � Q I- 77 CL DESIGN DRAWN CFG/BAD LA ra CHECKED cc DWG.No. 2142485 -....,_.._..._- JOB No. SANFoRnSCALE AS NOTED DATE 12/12/14 7 6, 18 NOT USED tg NOT USED 2m NOT USED SHT SD1� 2 X 6 X 12 P.T. OF OPENING F- - CENTER BUCK Q O 1" 5 BAR CONT. 2X4 BLOCKINGOEA. OUTLOOKER (ROOF SHEATHING 2x4 OUTLOOKERS SPAN TO BE 2'-0" MAX.) END NAIL W/(2)l6d NAILS EA. I ° 24"o.c. MAX. END ul T l2)16d NAILS PLT. TO SCUD TOP � 2'-0" MAX. ° 3/8" DIA. ANCHOR p 2X8 RIDGE BOA SHEATHING PER BOtTOM(TYP.) LEND NAIL PLTS. TO STUD) PLAN ATTACH PER SIMPSON H-10(TYP.) 2 X 4 P.T. TOP BUCK NAILING SCHEDULE L 2x6 COLLAR TIE HALL= ° ��)- WAY UP HEIGHT OF END NAIL,�A. OUTLOOKER 17\ 2 X 6P.T. BUCK EACH VALLEY. FASTEN W/ (5) WK26d N ILS TO TRUSS 5L. 2Xa2X FACIAEND NAIL SIDE OF OPENING FASTEN SYP OR SPF 2X6 (MIN. -� Ica COMMON NAILS TOP PLT W/(2)164 NAILS�EA. WIDTH) PLATE THRU 015.5 v�' EA. END. (TYPJ OUTLOOKER Z PROVIDE l5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT SHEATHING (THICKNESS PER JPS' HOLD WALL DOWN 3-I/2" _ AT EACH DOOR BRACKET, EACH SIDE OF PLAN) t0 PRE-ENGINEERED 2X6'8 24° PRE -ENG. ROOF TRUSS 2X8's°16" O.G. FOR OUTLOOKE'R5 I— °r(Ist DOOR. PROVIDE 1-1/2" X 3/16" THICK TRUSS BELOW WITH 1/4"x4-1/2" O.G. MAX. (TYP.) WASHER W/ EACH ANCHOR, SIMPSON 5D5 SCREWS 2X6 SHEATHING PER PLATE t0 TOP CHORD OF EA. ATTACH 2X6 RAFTER TO „ BOLT TO BE a" MAX. ABV. CURB, REST 1 -9 MAX. EQUALLY SPACED APPROXIMATELY 24" O.G.) TRU55 BELOW 2X8 RIDCxE BOARD POURED CELL W/1 "5 BAR PLAN ATTACH PER C) WITH A35 ON ONE SIDE CONT. FROM BEAM TO NAILING SCHEDULE 0 FASTEN CONVENTIONAL 2X VALLEY OF RAFTER. ATTACH A35 FOOTING. TEXTURED CEM7ITUOUS Ld ON ADJACENT RAFTER RAFTER FRAMING COR PRE-ENGINEERED Cl TO OPPOSITE SIDE (AS FINISH, i" MIN. THK. VALLEY TRUSSES) TO 2X PLATE WITH SHOWN). START BOLTS AFTER SIMPSON H2.5 CONNECTORS (5-6d NAILS) i i GARAGE CURB (8" MAX.) AT EACH RAFTER t0 PLATE CONNECTION is J -BOLT W/S.IMP54N LBPS�2 FRAME �� 1/2" GYP, BOARD WASHER°32" O.G. MAX. 2 ILDf�4M VALLEY 3 p DOWN -}� /� CEILING NAILER (MIN. 6" EMBED.) SUCK DETAIL NTS STET - DOWN TIE 5EAM NTS A5 REaD. CMU WALL BLOW MSTAM-24 TYP. EACH SIDE OF EACH STUD. 1/2" GYP. BOARD VERT. FUR STRIPS ON PT. FURRING REFER TO WALL SPLICE DETAIL FOR FLASHING Q16" O.C. MAX. (1,*5 IN TIE BEAM REQUIREMENTS (M5TA M -12's MAY BE USED AT i TEXTURED CEMTITUOUS ENDS WHERE HEIGHT 15 LIMITED) r+a Lv rz NOTE: PROVIDE ADDITIONAL BLOCKING AS Q'D, PER HI5-91 4 TRUSS MAN. DRAWINGS CEILING GYP, BOARD 15 NOT A DIAPHRAGM oa w It ...� 00+ui GALNDX-V�D C I fN CC"U WALL) ®° Com!.� Q Z a �. d Ow 'L C-) J °Q® :a W a o 4- STRIP562 ' CONT. *S IN TIE BEAM II SIMPSON HGA-10 a O.C. MAX. ,. 4 , . CRoutEp CELL NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED 48 O.C. 46 O.SIMPC. HCzA-]0 055 NOT REQUIRED AND SIZED PER NOTES S" CMU WALL ��. •� " TEXTURED CEMTITUOUS OSB NOT REQUIRED TO BE CONT. � THE � FINISH, YZ" MIN. THK. TO BE CONT, a THE TRANTOP SI TOO GABLE —ITIN FROM �– TRANSITION FROM BEAM t0 GABLE TRUSS � �TYf= CORNER VERT. VERT. REINFORCING 1/211=1'-011 TRUSS N WALL SPLICE DETAIL WALL REINFORCING NTS DBL. 2x4 TOP PLT.o -- W n BEAM PER PLAN " .� v6 Z E-1 �-- z w FASTEN SIDE WALLa u► ..� SHEATHING PER r� W Z p to Cl Fj co SIMPSON H -10A PLAN. Q �-+C W NOTES: DIAGONALTO rEHIOA -�0 p I. WINDOW AND DOOR ASSEMBLIES t0 CONFORM BEAM DDIAGIADSIMPSONONAL TO TO TOP Cl TO 2010 FBC- R o _I Z 2. 2X Pt BUCKS/NAILERS SHALL EXTEND BEYOND PLT. Q 0 INTERIOR FACE OF WINDOW FASTEN a O W WW d U w�O N () BUCK TO MA50NRY W/ ll) ROW OF 3/16 X4 TAPCONS W p ry REFER TO DETAILS CMU WALL AS 6 FROM ENDS AND 16 O.G. MAX. 5E AM CONNECTION }�,� I -� W a °e. 6/5D3 4 1/5D4 FOR REQ'D PER PLAN TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK FRA I E WALL CONNECTION � F— [-+ D a � E -- WALL WALL FRAMING 3. BUCKS LE55 THAN 2X t0 BE FASTENED �— z z W Cq� INFORMATION W/GUT NAILS OR EQUIVALENT, STRUCTURAL ' W O V 1i/5 CONT. IN TIE GROUT TIE BEAM <. COARSE BEAM COARSE CONNECTION OF WINDOW t0 STRUCTURE SOL ID -- V BY OTHERS IN THIS CASE. � W 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE NOM. S" CMU ADDED t0 EX15TING 2X BUCKED OPENING, USE _ (3)ROW6 OF lOdX3" NAILS STAGGEREDe12" O.C. (4) EQ. SPACED SEA. 5UCCE551VE BUCK a PROVIDE SCREEN WHEN 3/16"x4" 6IMP50N 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED o BLOCK BELOW 15 NOT TITENS (w/ WASHERS) FOR THE SAME OPENING IF WINDOW MANUFACTURER REQUIRED TO BE FILLED EDE 6" MAX FROM TOP AND PLAN REQUIREMENT5(FA5tENING) ARE MET. SIMPSON A23 AND BOTTOM 6, ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED Z _ 6EA. BRACE TO 2X BUCK W/ (2) ROWS OF Sd NAILS a16" O.G. FASTEN i 0 TO PLT. , WINDOW TO 2X PER WINDOW MANUFACTURERS SPECS. Pt 2X6 PLT., 3 a HOLD Q CANT. FOR x u 1/2" J -BOLTS CLG. NAILING W/WA5HERS(MIN. 6" �a ' I 1 I I I SURFACE pp EMBED) MIN. 6" FRAME TO CMU WALL � WINDOW/DOOR -' PROVIDE 16d NAILS � 322 O.C. MAX. FROM EA. D AND o M o TIE SEAM DTL. j n u 8 1/Z"=1 -(d° 9 GABLE END TRUSS =1 -0 CONNECTION DETAIL 5UCK NOTES NTS TO PLT.�12 ° o.C. ...: � Z V MAX, -- HGA 10KT a 32" O.C. �, O 6 D BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER ----� rr-�J- sDl•J��Dl•� FINISH, i" MIN. THK, 2Xa'5e16" O.C. EXT. SHEATHING PLANAoil PRECAST ME], on_ BAR IN PRECAST LINTEL MAX(U.N.O.) II"II'VERTICAL IN GROUT FILLED A PROVEp Mimi., CELL II'Iml(PS BDG. WRAP 1/2GYP. BD. -Q. -- -. , SHEATHING PER PLAN ALL LAPS 48 BAR DIAMETER MIN. -- Al/ Ilimmil1 I11■II -E GROUT FILLED ATTACH PER NAILING Ml SCHEDULE RUNNING BAR MSTAM-24 EA. W SIDE OF EA. STUD I/2" J -BOLT W/SIMP5ON TO WALL BELOW W/ (9) 104 NAILS AND L5P51/2 WASHERm32" O.C. (5) 1/d"x23/4" TAPCON5 MAX.(MIN. 6" EMBED.) PER STRAP PT 2X8 BOT. PLT,-dh 0.5.8. TO OVERLAP BOT. PLT 11%" (MIN.) IX PT NAILER s•, 05 CORNER BAR , Lv rz NOTE: PROVIDE ADDITIONAL BLOCKING AS Q'D, PER HI5-91 4 TRUSS MAN. DRAWINGS CEILING GYP, BOARD 15 NOT A DIAPHRAGM oa w It ...� 00+ui GALNDX-V�D C I fN CC"U WALL) ®° Com!.� Q Z a �. d Ow 'L C-) J °Q® :a W a o 4- STRIP562 ' CONT. *S IN TIE BEAM II SIMPSON HGA-10 a O.C. MAX. ,. 4 , . CRoutEp CELL NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED 48 O.C. 46 O.SIMPC. HCzA-]0 055 NOT REQUIRED AND SIZED PER NOTES S" CMU WALL ��. •� " TEXTURED CEMTITUOUS OSB NOT REQUIRED TO BE CONT. � THE � FINISH, YZ" MIN. THK. TO BE CONT, a THE TRANTOP SI TOO GABLE —ITIN FROM �– TRANSITION FROM BEAM t0 GABLE TRUSS � �TYf= CORNER VERT. VERT. REINFORCING 1/211=1'-011 TRUSS N WALL SPLICE DETAIL WALL REINFORCING NTS DBL. 2x4 TOP PLT.o -- W n BEAM PER PLAN " .� v6 Z E-1 �-- z w FASTEN SIDE WALLa u► ..� SHEATHING PER r� W Z p to Cl Fj co SIMPSON H -10A PLAN. Q �-+C W NOTES: DIAGONALTO rEHIOA -�0 p I. WINDOW AND DOOR ASSEMBLIES t0 CONFORM BEAM DDIAGIADSIMPSONONAL TO TO TOP Cl TO 2010 FBC- R o _I Z 2. 2X Pt BUCKS/NAILERS SHALL EXTEND BEYOND PLT. Q 0 INTERIOR FACE OF WINDOW FASTEN a O W WW d U w�O N () BUCK TO MA50NRY W/ ll) ROW OF 3/16 X4 TAPCONS W p ry REFER TO DETAILS CMU WALL AS 6 FROM ENDS AND 16 O.G. MAX. 5E AM CONNECTION }�,� I -� W a °e. 6/5D3 4 1/5D4 FOR REQ'D PER PLAN TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK FRA I E WALL CONNECTION � F— [-+ D a � E -- WALL WALL FRAMING 3. BUCKS LE55 THAN 2X t0 BE FASTENED �— z z W Cq� INFORMATION W/GUT NAILS OR EQUIVALENT, STRUCTURAL ' W O V 1i/5 CONT. IN TIE GROUT TIE BEAM <. COARSE BEAM COARSE CONNECTION OF WINDOW t0 STRUCTURE SOL ID -- V BY OTHERS IN THIS CASE. � W 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE NOM. S" CMU ADDED t0 EX15TING 2X BUCKED OPENING, USE _ (3)ROW6 OF lOdX3" NAILS STAGGEREDe12" O.C. (4) EQ. SPACED SEA. 5UCCE551VE BUCK a PROVIDE SCREEN WHEN 3/16"x4" 6IMP50N 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED o BLOCK BELOW 15 NOT TITENS (w/ WASHERS) FOR THE SAME OPENING IF WINDOW MANUFACTURER REQUIRED TO BE FILLED EDE 6" MAX FROM TOP AND PLAN REQUIREMENT5(FA5tENING) ARE MET. SIMPSON A23 AND BOTTOM 6, ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED Z _ 6EA. BRACE TO 2X BUCK W/ (2) ROWS OF Sd NAILS a16" O.G. FASTEN i 0 TO PLT. , WINDOW TO 2X PER WINDOW MANUFACTURERS SPECS. Pt 2X6 PLT., 3 a HOLD Q CANT. FOR x u 1/2" J -BOLTS CLG. NAILING W/WA5HERS(MIN. 6" �a ' I 1 I I I SURFACE pp EMBED) MIN. 6" FRAME TO CMU WALL � WINDOW/DOOR -' PROVIDE 16d NAILS � 322 O.C. MAX. FROM EA. D AND o M o TIE SEAM DTL. j n u 8 1/Z"=1 -(d° 9 GABLE END TRUSS =1 -0 CONNECTION DETAIL 5UCK NOTES NTS TO PLT.�12 ° o.C. ...: � Z V MAX, -- HGA 10KT a 32" O.C. �, O 6 D BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER ----� rr-�J- sDl•J��Dl•� EXT. SHEATHING PLANAoil PRECAST ME], on_ BAR IN PRECAST LINTEL lm■ II"II'VERTICAL IN GROUT FILLED Mimi., CELL II'Iml(PS VERTICAL IN -• 111111 -Q. -- -. , I� • • -- Al/ Ilimmil1 I11■II -E GROUT FILLED Lv rz NOTE: PROVIDE ADDITIONAL BLOCKING AS Q'D, PER HI5-91 4 TRUSS MAN. DRAWINGS CEILING GYP, BOARD 15 NOT A DIAPHRAGM oa w It ...� 00+ui GALNDX-V�D C I fN CC"U WALL) ®° Com!.� Q Z a �. d Ow 'L C-) J °Q® :a W a o 4- STRIP562 ' CONT. *S IN TIE BEAM II SIMPSON HGA-10 a O.C. MAX. ,. 4 , . CRoutEp CELL NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED 48 O.C. 46 O.SIMPC. HCzA-]0 055 NOT REQUIRED AND SIZED PER NOTES S" CMU WALL ��. •� " TEXTURED CEMTITUOUS OSB NOT REQUIRED TO BE CONT. � THE � FINISH, YZ" MIN. THK. TO BE CONT, a THE TRANTOP SI TOO GABLE —ITIN FROM �– TRANSITION FROM BEAM t0 GABLE TRUSS � �TYf= CORNER VERT. VERT. REINFORCING 1/211=1'-011 TRUSS N WALL SPLICE DETAIL WALL REINFORCING NTS DBL. 2x4 TOP PLT.o -- W n BEAM PER PLAN " .� v6 Z E-1 �-- z w FASTEN SIDE WALLa u► ..� SHEATHING PER r� W Z p to Cl Fj co SIMPSON H -10A PLAN. Q �-+C W NOTES: DIAGONALTO rEHIOA -�0 p I. WINDOW AND DOOR ASSEMBLIES t0 CONFORM BEAM DDIAGIADSIMPSONONAL TO TO TOP Cl TO 2010 FBC- R o _I Z 2. 2X Pt BUCKS/NAILERS SHALL EXTEND BEYOND PLT. Q 0 INTERIOR FACE OF WINDOW FASTEN a O W WW d U w�O N () BUCK TO MA50NRY W/ ll) ROW OF 3/16 X4 TAPCONS W p ry REFER TO DETAILS CMU WALL AS 6 FROM ENDS AND 16 O.G. MAX. 5E AM CONNECTION }�,� I -� W a °e. 6/5D3 4 1/5D4 FOR REQ'D PER PLAN TAPCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK FRA I E WALL CONNECTION � F— [-+ D a � E -- WALL WALL FRAMING 3. BUCKS LE55 THAN 2X t0 BE FASTENED �— z z W Cq� INFORMATION W/GUT NAILS OR EQUIVALENT, STRUCTURAL ' W O V 1i/5 CONT. IN TIE GROUT TIE BEAM <. COARSE BEAM COARSE CONNECTION OF WINDOW t0 STRUCTURE SOL ID -- V BY OTHERS IN THIS CASE. � W 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE NOM. S" CMU ADDED t0 EX15TING 2X BUCKED OPENING, USE _ (3)ROW6 OF lOdX3" NAILS STAGGEREDe12" O.C. (4) EQ. SPACED SEA. 5UCCE551VE BUCK a PROVIDE SCREEN WHEN 3/16"x4" 6IMP50N 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED o BLOCK BELOW 15 NOT TITENS (w/ WASHERS) FOR THE SAME OPENING IF WINDOW MANUFACTURER REQUIRED TO BE FILLED EDE 6" MAX FROM TOP AND PLAN REQUIREMENT5(FA5tENING) ARE MET. SIMPSON A23 AND BOTTOM 6, ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED Z _ 6EA. BRACE TO 2X BUCK W/ (2) ROWS OF Sd NAILS a16" O.G. FASTEN i 0 TO PLT. , WINDOW TO 2X PER WINDOW MANUFACTURERS SPECS. Pt 2X6 PLT., 3 a HOLD Q CANT. FOR x u 1/2" J -BOLTS CLG. NAILING W/WA5HERS(MIN. 6" �a ' I 1 I I I SURFACE pp EMBED) MIN. 6" FRAME TO CMU WALL � WINDOW/DOOR -' PROVIDE 16d NAILS � 322 O.C. MAX. FROM EA. D AND o M o TIE SEAM DTL. j n u 8 1/Z"=1 -(d° 9 GABLE END TRUSS =1 -0 CONNECTION DETAIL 5UCK NOTES NTS TO PLT.�12 ° o.C. ...: � Z V MAX, -- HGA 10KT a 32" O.C. �, O 6 D BUCK SPECIFIED BY WINDOW/DOOR MANUFACTURER ----� CMU WALL OR LINTEL BELOW TIE BEAM COURSE LL' J Y W/l 1 S CONT. A35 DIAGONAL TO 0 L i 0 TRUSS BO'T. CH -■ TIE -BEAM—=- ORD � :2 „0 CMU WALL. CONNECTION CLEAR 5PAN CONNECTION � z mI D PREARECESSED ~v0� O Z ct) HEADER � � J Z 0 nc O >- Q --- } Q V) �-- DESIGN CFG DRAWN ***NOTE.- � /BAD LA REF R TO D TL . 3 5[) 5 FOR (:�L E C INS*** � _ CHECKED cc A DWG.No. 2142485 BUCK SPECIFIED BY gU�LD�,� JOB No. WINDOW/DOOR � MANUFACTURERSCALES AS NOTED DATE 12/12/14 NOTE: F,45tEN Pt 2X NAILER TO MASONRY W/ 3/16"X4" TAPCONS , 6O FRODM ENDSOWS ARCHE5.C. AS WALFASTENING REQ. APPLY . ,4fi�'C,�-I WINDOW C�,4�3L� SND � FLAT CEILING >> DOOR 5UCK DTL. NTS 12 NOT USED �� L ��_ ,_SD2 FRAMING DETAIL NTS N.TA CONNECTION DETAIL 3/4 1 rr� � SHT im EXT. SHEATHING PLANAoil PRECAST ME], on_ lm■ Mimi., -011111111110 imm ®I■ -- Ml OMNI: OMNI im■ NONE 11101Zmm CMU WALL OR LINTEL BELOW TIE BEAM COURSE LL' J Y W/l 1 S CONT. A35 DIAGONAL TO 0 L i 0 TRUSS BO'T. CH -■ TIE -BEAM—=- ORD � :2 „0 CMU WALL. CONNECTION CLEAR 5PAN CONNECTION � z mI D PREARECESSED ~v0� O Z ct) HEADER � � J Z 0 nc O >- Q --- } Q V) �-- DESIGN CFG DRAWN ***NOTE.- � /BAD LA REF R TO D TL . 3 5[) 5 FOR (:�L E C INS*** � _ CHECKED cc A DWG.No. 2142485 BUCK SPECIFIED BY gU�LD�,� JOB No. WINDOW/DOOR � MANUFACTURERSCALES AS NOTED DATE 12/12/14 NOTE: F,45tEN Pt 2X NAILER TO MASONRY W/ 3/16"X4" TAPCONS , 6O FRODM ENDSOWS ARCHE5.C. AS WALFASTENING REQ. APPLY . ,4fi�'C,�-I WINDOW C�,4�3L� SND � FLAT CEILING >> DOOR 5UCK DTL. NTS 12 NOT USED �� L ��_ ,_SD2 FRAMING DETAIL NTS N.TA CONNECTION DETAIL 3/4 1 rr� � SHT AILING AT STUD TO 3L TOP PLATE (END .IL) JD ILING AT STUD TO .L PLATE (TOE NAIL) Oi TYPICAL WALL SCUD CONNECTION DETAIL TYPICAL STUD NAILING* STUD SIZE DOUBLE TOP PLATE SILL PLATE 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (,6) * ALL NAILS NOTED ARE 0.13111x3 1/4" NAIL EACH END OF BLOCKING TO BOTTOM CHORDS WITH (3) 0.131"x3 1/4" INSTALL 2x4 BLOCKING BETWEEN TRUSS BOTTOM CHORDS 'w 12" O.C. BOTTOM CHORD OF TRUSS NAIL EACH BLOCK TO DBL TOP PLATE WITH (3) 0.131"x 3 1/4" NAILS DBL TOP PLATE FRAMED WALL 3 CONNECTION OF PARALLEL O WALL TO ROOF FRAMING CONNECTION OF PERP. NTS Z SHEARWALL t0 TRUSS PRE -MANUFACTURED CHIMNEY CAP (1) 5PH4 EVERY OTHER STUD TOP OF CHIMNEY SHALL 5E A MINIMUM OF 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF 2X4 VERTICAL 1@24 O.G. MAX. PROVIDE (4) 106 NAILS TO BOTTOM GHD 4 (3) 10d NAILS TO TOP CHORD + GALV. FLASHING + + 2X4 BLOCKING W/ (2) 16d+ + COMMONS END NAILED TO + VERTICAL 2X4's /%\/ I I I1 11 1 1 311011-011 1-011 (:D FLUE DETAIL FLU5H HEADED' CONDITION OPENINGS WITH SOLID SAWN, L SL, LVL, OR i=SL HEADER 3" O.G. NAILING WITH 0.131" I—. NAILS (NOTE: NAILING M� STAGGERED ACRO55 BC PLATES) (5) 0.131"x 2 1/2" NAILS IN PLATE (TYPICAL EACH HEADER) 3" O.G. NAILING WITH 0.13 NAILS INTO BOTTOM (TY' EDGE NAILING IN KING STUD PER SHEARWALL REQUIREMENTS EDGE OF PANEL (TYPIC 1 1/211=11-011 NAIL SCAB TO TOP CHORD WITH (4) 0.131"x3 1/4"' NAILS ADD 2x4 VERTICAL SCAB IN EACH TRUSS 1F NO WEB IS PRESENT (3) 0.131"x3 1/4" NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH (3) 0.131"x3 1/4" TOENAILS 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE TOP PLATE WITH 0.131"x3 1/4" NAILS e 4" O.G. TRUSS (AS NOTED) DBL TOP PLATE FRAMED WALL 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN FLUE AND FRAME GALVANIZED FLASHING PER MANUFACTURER'S SPEC.'S -1/16" O.S.B. OR CD.X. GABLE SHEATHING W/ Sd RING SHANK NAILS a 4" O.G. ON EDGES AND 12" O.G. IN FIELD 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING 3/411=11-011 (4) 166 COMMONS NAILED Q EACH END 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2X4'8 PRE-ENGINEERED TRUSS DROPPED HE ADE fR CONDITION 2x4 BLOCKS, (2) 16d NAILS 0 EA. END. BLOCK ADJACENT BAYS ® EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. REFER TO PLANS FOR EXACT SIZE OF O.H. '-4" IMAX. CONT. 2X4 SIMPSON H10A DIAGONAL TO BLOCKING (5) 16d NAILS 2X4'S 0 24" O.C. BRACE TO BLOCKING GABLE END SHEATHING FASTEN PER PLAN. PROVIDE 2x4 BRACE TO1 EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. TO DIAGONAL w/(2) 16d NAILS. PROVIDE 2X 'BLOCKING FOR NAILING � GABLE BRACING 0 48" PRE ENG. TRUSS gq O.C. MAX. 45' FROM o� HORIZONTAL (+/- 10') BRACE NOT REQUIRED 6' FROM EAV S. PROVIDE BLOCKING BETWEEN TRUSS BAYS ® 48" O.C. o FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** G A5LE ENi:> 6 FLAT CEILING � WITH 505TON H I P 3/411=11-0 11 V ROOF SHINGLES: ROOF TILES: 1. MEETS ANSI/UL T90, CLASS A, ASTM D3462 1. CONC. OR CLAY TILES 2. SECURE W/(4) NAILS EA. 2. INSTALL OVER 1X2 PT BATTON STRIPS 3. MEETS UL 82453 PROGRAM ON 43* FELT(ASTM D 228 TYPE 1) o 3. USE 5/8" OSB OR CDX SHEATHING u, 26 GA. GALV. FLASHING: 1. G -9O GALV. COATING 2. MEETS ASTM A521 3. REGULAR POLYESTER a, 4. 1.0/0.5 MILL. W/PRIMER 5. MIN. THICKNESS 0.0181 IN, 6. CHROMATE TREATMENT HURRICANE ANCHOR AT EACH TRUSS (REFER TO ROOF PLAN) PRE-ENGINEERED WD TRUSS, 24" O.C. ELEVATION VARIES OgL .. TOP OF MASONRY o R-30 INSULATION 1/2 DRYWALL j` ALUM. DRIP EDGE 1x2 Pt NAILER 2x CONT. SUBFASGIA � VENTED ALUM. SOFFIT TYP, SINGLE TIE -BEAM W/ (1) *5 CONT.GROUT qa. SOLID PRECAST GONG. OR REFER TO ELEV. POWERS STEEL 811-L TYP. FOR OVERHANG G ALL WINDOWS WINDOW PER FLOOR PLAN 1/2" G.W.B. OVER VAPOR BARRIER W/ 84.1 INSUL, TEXTURED C:,EMTItUOUS BETWEEN 3/4" P.T. VERTICAL G1�SH, Yz" MIN. TNK. ON FURRING a 24" O.G. VERT REINF. BEYOND 3-1/2" LONG. SLAB--Sx8x16 CONC BLOCK MAIN FLOOR ELEV 0-0" ntP:7 # SEE SHEET SD1 FOR FTG DETAILS TYPICAL 1- STORY WALL SECTION NTS w o �v0F_Z A Q Z O F— ry U D W Li d a C N ® •• •uj °®%�j ;� o cg �� &L 100 z CV ylfw U �s i •.� �� p e \0:ce �//101111i� Z rr^^ V I o w 01 _l _ cq A M Q v;z� z� w �— �40 C4 W zugQ0 m E4 �Qtz0a En ZE-1 1.L 0 z L) 0 C J w vi I a Z _14 hoaCQ Z W F-- W Cq O v W W 2 U) V ~ �3 79% O .o 0 J w J v 0wp Z pm Ld .�1 Z O� 0 CL 1-- 0 i- DESIGN CFG/BAD DRAWN LA CHECKED CC DWG.No. 2142485 JOB No. SCALE AS NOTED DATE ^^{ 12/12/14 SD3 SHT NAIL TO SILL PLATE 6 3"O.C, BUILT UP CORNER POST (SEE ANCHORS ON EITHER SIDE OF DETAIL 5 ON SD3) JOINT IN SILL PLATE DETAIL- TYPICAL WALL FRAMING CONDITIONS NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE VALLEY FRAMING IS INSTALLED. 2 VALLEY TRUSS CONNECTION DETAIL 2x SIZE, TYPE 4 SPACING PER PLAN 2x TREATED SILL PLATE DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61" TYPICAL STUD TO SILL (U.O.N.) BUILT-UP POST PER PLAN PLATE CONNECTION CONNECT COLUMN TO FTG PER (SEE DETAIL I ON SD3) PLAN VERSA -LAM IS NOT TO BEAR ON BOTTOM PLATE, USE (2) LAYERS OF 150 FELT PAPER OR EQUIV. AS VAPOR BARRIER O SHEATHING COVERED BASE TRUSSES a 24" O.G. MAX. PER PLAN Oc VALLEY TRUSSES -m 24" O.C. BEVEL BOTTOM OF TRUSSES TO SIT EVENLY ON SHEATHING. (I)A35 FRAMING ANCHOR OR EQUIV. a 48" O.G. TO CONT. 2X4. O CONT. 2X4 NAILER W/(2)10d NAILS 6 EA. TRU55 AND MIN. LT5-12 TO TRUSSES BELOW a 46" O.C. MAX. Q PROVIDE (4)104 TOE NAILS AT RIDGE BOARD END, O PROVIDE 2x4 BLOCKING w/ (2) 16d NAILS EA. END TO TOP CHORDS OF TRUSSES BELOW WHEN RAFTER DOES NOT LINE UP ABOVE TRUSS BELOW 1/2"=1'-0" ANCHOR REQUIRMENTS TYPE1Q 4 (�) INSTALL 6 32" O.G. TYPE (�) INSTALL m 24 O.C. SEE DETAIL 5 THIS SHEET FOR ANCHOR TYPES w Q 2X8 RIDGE L < FASTEN 5YP OR SPF 2X6 (MIN. WIDTH) PLATE THRU-f/l(o" 0.5.5. SHEATHING TO PRE-ENGINEERED TRU55 BELOW WITH 1/4"x4-1/2" 5IMP50N 5D5 SCREWS 2X6 PLATE TO TOP CHORD OF EA. TRU55 BELOW FASTEN CONVENTIONAL 2X VALLEY RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2X PLATE WITH SIMPSON H2.5 CONNECTORS (5-86 NAILS) AT EACH RAFTER t0 PLATE CONNECTION NT$ I O MELD FRAME VALLEY OVERFRAME DETAIL 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN W/ (5) C 10d COMMON NAILS 6 EA. END. (TYP.) 2X6'S 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 SIDE (AS SHOWN). NTS NOTE: REFER t0 DETAIL 6 ON 503 FOR TYPICAL FRAMING STEMWALL STEMWALL OR MONOLITHIC: NAILING REQUIREMENTS AROUND OPENING CHANGE IN PLATE (TYPICAL DOUBLE PLATE IN WALL HEIGHT SPICE) 48" MINIMUM SPICE SIMPSON SET EPDXY OR 1/2"x8" J -BOLT (I" EMBEDMENT) LENGTH MINIMUM NAILING OF (16)0.131"x3"' NAILS IN THIS TYPICAL HEADER t0 KING SCUD CONNECTION (2) 2x DOUBLE PLATE (U.O.N.) NAIL PLACES WITH JOINT IN LOUDER ZONE, VERSA -LAM COLUMN PER POST (AS NOTED) CAIN 0.1331" 3" NAILS a5" O.G. PLATE EXTERIOR BEAM AS NOTED PLAN, BREAK TOP PLATE t0 NAIL EACH PLY OF KING AND CRIPPLE I 1/2" THREADED ROD SET 4" IN SIMPSON SET EPDXY OR 3/8"x6" JOINT IN UPPER ALLOW BEARING MEMEBER STUDS TOGETHER WITH 0.131"x3-1/4" NAIL ABU P MONOLITHIC I�� STAGGERED NAILS IN PLATE 3/S"x6" SIMPSON TITEN HD t0 REST ON COLUMN a 6" O.G. STAGGERED (TYPICAL) NOTED) SILL PLATE SHOWN - (5) 10.131 x 3 1/4" NAILS DOUBLE TOP PLATE a PER PLY • o • 5/8" THREADED ° ROD w/ ET CONNECT TOP PLATE TO SEE WALL LAYOUT PLAN FOR I H6 CLIP FROM POST TO BEAM ° o° N ADHESIVE ° BUILT-UP PLAN TYPICAL STUD t0 DOUBLE R FM COLUMN w/ (3) 106 TOE CRIPPLE STUD AND KING STUD d a a EXTERIOR BEAM AS NOTED PLATE CONNECTION (SEE COLUMNS ° a NAIL IN EA. PLATE REQUIREMENTS a LEDGER ° DETAIL I ON SD3) PER PLAN TYPE 1D TYPE iJ2 TYPE NOTES: (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, 1) CENTER ANCHOR BOLT IN SILL PLATE REGARDLESS PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER OF TYPE, USE 3"x3"xl/4" WASHER 6PH4 / 6 INSTALLED FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 2) 2-1/2 MASONRY NAILS (HAND OR POUTER DRIVEN) ,m FLAN VIEW 0 TOF OF POST SIDE VIEW a SASE OF POST 1/2 (S TOTAL) SIMPSON SDS SCREWS 16" O.G. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT DO NOT CARRY UPLIFT NAIL EACH PLATE TO CRIPPLE GIRDER TRUSS TO s ANCHOR 5OLT OPTIONS NTS S TYP. CONNECTIONS EXT. -'OST 1/2".1'-011 HORIZONTALLY STUD WITH (3)0.131"x3-1/4" NAILS - IIHTOENAIL (TYPICAL) NAIL TO SILL PLATE 6 3"O.C, BUILT UP CORNER POST (SEE ANCHORS ON EITHER SIDE OF DETAIL 5 ON SD3) JOINT IN SILL PLATE DETAIL- TYPICAL WALL FRAMING CONDITIONS NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE VALLEY FRAMING IS INSTALLED. 2 VALLEY TRUSS CONNECTION DETAIL 2x SIZE, TYPE 4 SPACING PER PLAN 2x TREATED SILL PLATE DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61" TYPICAL STUD TO SILL (U.O.N.) BUILT-UP POST PER PLAN PLATE CONNECTION CONNECT COLUMN TO FTG PER (SEE DETAIL I ON SD3) PLAN VERSA -LAM IS NOT TO BEAR ON BOTTOM PLATE, USE (2) LAYERS OF 150 FELT PAPER OR EQUIV. AS VAPOR BARRIER O SHEATHING COVERED BASE TRUSSES a 24" O.G. MAX. PER PLAN Oc VALLEY TRUSSES -m 24" O.C. BEVEL BOTTOM OF TRUSSES TO SIT EVENLY ON SHEATHING. (I)A35 FRAMING ANCHOR OR EQUIV. a 48" O.G. TO CONT. 2X4. O CONT. 2X4 NAILER W/(2)10d NAILS 6 EA. TRU55 AND MIN. LT5-12 TO TRUSSES BELOW a 46" O.C. MAX. Q PROVIDE (4)104 TOE NAILS AT RIDGE BOARD END, O PROVIDE 2x4 BLOCKING w/ (2) 16d NAILS EA. END TO TOP CHORDS OF TRUSSES BELOW WHEN RAFTER DOES NOT LINE UP ABOVE TRUSS BELOW 1/2"=1'-0" ANCHOR REQUIRMENTS TYPE1Q 4 (�) INSTALL 6 32" O.G. TYPE (�) INSTALL m 24 O.C. SEE DETAIL 5 THIS SHEET FOR ANCHOR TYPES w Q 2X8 RIDGE L < FASTEN 5YP OR SPF 2X6 (MIN. WIDTH) PLATE THRU-f/l(o" 0.5.5. SHEATHING TO PRE-ENGINEERED TRU55 BELOW WITH 1/4"x4-1/2" 5IMP50N 5D5 SCREWS 2X6 PLATE TO TOP CHORD OF EA. TRU55 BELOW FASTEN CONVENTIONAL 2X VALLEY RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2X PLATE WITH SIMPSON H2.5 CONNECTORS (5-86 NAILS) AT EACH RAFTER t0 PLATE CONNECTION NT$ I O MELD FRAME VALLEY OVERFRAME DETAIL 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN W/ (5) C 10d COMMON NAILS 6 EA. END. (TYP.) 2X6'S 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 SIDE (AS SHOWN). NTS PROVIDE 1%" PLY ON BOT, OF 5LOCKS- PT POST (AS NOTED) STEMWALL STEMWALL OR MONOLITHIC: 1/2" THREADED ROD SET 5" IN 1/2"xl0" CAST -IN-PLACE HEADED OR SIMPSON SET EPDXY OR 1/2"x8" J -BOLT (I" EMBEDMENT) HANGER BY OTHERS SIMPSON TITEN HD STEMWALL POST (AS NOTED) CAIN MONOLITHIC � 3/S THREADED ROD SET 4" EXTERIOR BEAM AS NOTED �I 1/2" THREADED ROD SET 4" IN SIMPSON SET EPDXY OR 3/8"x6" SIMPSON SET EPDXY OR I/2"x8" SIMPSON TITEN HD SIMPSON TITEN HD H6 CLIP FROM POST TO BEAM ABU P MONOLITHIC I�� BASE (AS (AS 3/S"x6" SIMPSON TITEN HD LAP BEAM PLY5 AND NAIL AS NOTED) SILL PLATE SHOWN - (5) 10.131 x 3 1/4" NAILS PER PLY • o • 5/8" THREADED ° ROD w/ ET (2) 2x SYP "2 TRUSS PER (2) H6 CLIP FROM POST TO BEAM ° o° N ADHESIVE ° BUILT-UP PLAN ° e a ° a ° . a R FM STUD d a a EXTERIOR BEAM AS NOTED COLUMNS ° a a II a LEDGER ° PER PLAN TYPE 1D TYPE iJ2 TYPE NOTES: (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, 1) CENTER ANCHOR BOLT IN SILL PLATE REGARDLESS PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER OF TYPE, USE 3"x3"xl/4" WASHER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 2) 2-1/2 MASONRY NAILS (HAND OR POUTER DRIVEN) ,m FLAN VIEW 0 TOF OF POST SIDE VIEW a SASE OF POST 1/2 (S TOTAL) SIMPSON SDS SCREWS 16" O.G. MAY BE USED I.L.O. J -BOLTS FOR WALLS THAT DO NOT CARRY UPLIFT GIRDER TRUSS TO s ANCHOR 5OLT OPTIONS NTS S TYP. CONNECTIONS EXT. -'OST 1/2".1'-011 LEDGER ATTACHMENT DETAIL PROVIDE 1%" PLY ON BOT, OF 5LOCKS- 4THING PER 7 w milt Fr •° ! r C`V Z z .,.cma - W N a J1 e -•i U C.1).� Lia cfit, lit 1114, 6 ARCH WINDOW FRAMING DETAIL NTS � \ Z (� •�o� cq TRUSS lBY A v.%.0 OTHERS) Q H w �-- r z Ld CE A& m 0 0-4 V3 W4r� N czao m 0� NUT w/ 3"x3"xl/4" o WASHER �n z m W ALTERNATE: 94� e z ej SIMPSON LBPS 1/2 o p 0a SLOTTED WASHER & J W .� • reg 1 a WITH 1" FENDER. w� Z � WCq a WASHER Z c d W © U (2) 2x DOUBLE TOP p F—• r1 PLATE, U.N.O. `W N 0 WALL STUDS r SIZE 4 SPACING t5l PER PLAN -- GYPSUM BOARD 1/2" THREADED ROD a 46" O.C. 4 EACH SIDE OF OPENING (U.N.O.) I 0 CENTER ROD ^ WITHIN DOUBLE (� TOP PLATE O 0 0 OPTIONAL 1/2" pQ� THREADED a V > COUPLING (U.N.O.) 0� ^ J Y NUT WITH 2"x1/8" � W WASHER O O HOLE SHALL BE 0 BRED OF ALL DEBRIS IZ m 0 BRUSHED OUT PRIOR TO O ILLATION OF ADHESIVE w O Z 2x TREATED SYP J Z SILL PLATEO >— Q O —_- 1/2" THREADED w ROD SET 4" IN ICL SIMPSON SET DESIGN DRAWN EPDXY CFG/BAD LA CHECKED CC DWG.No. 2142485 y4_ JOB No SCALE AS NOTED DATE 12/12/14 TYPICAL INTERIOR SD4 5EARING WALL1/211111111 -0 SHT i �I I I�� 4THING PER 7 w milt Fr •° ! r C`V Z z .,.cma - W N a J1 e -•i U C.1).� Lia cfit, lit 1114, 6 ARCH WINDOW FRAMING DETAIL NTS � \ Z (� •�o� cq TRUSS lBY A v.%.0 OTHERS) Q H w �-- r z Ld CE A& m 0 0-4 V3 W4r� N czao m 0� NUT w/ 3"x3"xl/4" o WASHER �n z m W ALTERNATE: 94� e z ej SIMPSON LBPS 1/2 o p 0a SLOTTED WASHER & J W .� • reg 1 a WITH 1" FENDER. w� Z � WCq a WASHER Z c d W © U (2) 2x DOUBLE TOP p F—• r1 PLATE, U.N.O. `W N 0 WALL STUDS r SIZE 4 SPACING t5l PER PLAN -- GYPSUM BOARD 1/2" THREADED ROD a 46" O.C. 4 EACH SIDE OF OPENING (U.N.O.) I 0 CENTER ROD ^ WITHIN DOUBLE (� TOP PLATE O 0 0 OPTIONAL 1/2" pQ� THREADED a V > COUPLING (U.N.O.) 0� ^ J Y NUT WITH 2"x1/8" � W WASHER O O HOLE SHALL BE 0 BRED OF ALL DEBRIS IZ m 0 BRUSHED OUT PRIOR TO O ILLATION OF ADHESIVE w O Z 2x TREATED SYP J Z SILL PLATEO >— Q O —_- 1/2" THREADED w ROD SET 4" IN ICL SIMPSON SET DESIGN DRAWN EPDXY CFG/BAD LA CHECKED CC DWG.No. 2142485 y4_ JOB No SCALE AS NOTED DATE 12/12/14 TYPICAL INTERIOR SD4 5EARING WALL1/211111111 -0 SHT i TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +- 11411 1" EDGE � V_" EDGE- 21V-1" EDGE- FGABLE H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H p (1) 2X4 BRACE 106XV, COMMON p 7'-0" < H ::�= 9'-4" p 9'-4" < He 14'-0" STRONGBACK W/ (1) 2X4 w 14'-0" < Z �,w STRONGBACK W/ (2) 2X4 BRACE z w N I 2y 21'14 I0dX3" /-COMMON-----_ Z 10dxv' COMMON z 1011/ ,U Z S- O OPP, SIDE U U N - COMMON OPP. SIDE (2,1X4'6 (2,1X&'s (V2XO's 2) 2x COLUI''1'N 2X 5UILT-Ul= STUD COLUMN DETAILS 11%n=11-011 (5) IGd NAILS BRACE TO BLOCKING ni hair,= i) ) I,.Al. EDGE DISTANCE PER DETAIL p 106X311 Z w b Z 2 w INSIDE " Z N 2x's PER DETAIL U U 4 l7 z 4 I IodX3" OPP. SIDE cA DISTANCE PER DETAIL INSIDE PLT NAILS NAILED AT all O/C STAGGERED. OUTSIDE OUTSIDE NAILS NAILED AT all O/C. 2X's (3) or (4) 2x COLUt-IN 2X4 ATTACHED TO EA. GABLE 2X4 BRACE WITH (2) 106 NAILS (1)A23 FROM 5TRONGBACK TO DIAGONAL \ 2X4 5LOCK5, (2)16d NAILS mal EA. END. • • BLOCK ADJACENT BA r5 6 EA. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 66 NAILS 2 Xao 106 COMMON NAILS a 8" O.C. (5) l(od NAILS REFER TO PLANS FOR BRACE TO J. -O" MA EXACT SIZE OF O.H. BLOCKING CONT. 2X4 \ 2X4'5 a 24/"C. \ 2x4 DIAGONAL BRACE 48" O.C. TO 3RD BAT REQ'D w/ STRONGBACK, \ SEE CHART \ \ GABLE BRACING (+) \ \ SEE CHART PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d STRONGBACK IF NAILS. REQUIRED, SEE GABLE BRACING:6 45" O.G. NOT AFGNART 7 REQUIRED ro' FROM EAVES. GABLE END SHEATHING FASTEN PER PLAN. 5EE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS NOTE: ALL GABLE BRACING 15 TO BE 5YP*'2 OR BETTER 2X4 BRACE IF REQUIRED SEE CHART. 10d COMMON NAILS a 6" O.G. GABLE VERTICAL 2ND 2X4 BRACE i x � IF REQUIRED, SEE CHART A - A GA5L E VERTICAL 5RAC INCA AA c� i. ROOF SHEATHING, FASTEN PER PLAN o a PRE -ENG TRUSSES 6 24" MAX. CONNECTION PER PLAN o a a 2X12 BOX HDR. W/2X8'5 TOP 6 BOT., FASTEN W/10dX3" NAILS e (o" O.C. 2X8 TO 2X12. PT 2X12 AT WALL TO BE FASTENED c TO PRECAST WK2)ROWS STAGGERED OF o Y4"x4" TAPCONS a 16" O.C. MAX. 5.G.D. PER PLAN, INSTALL PER MAN. SPECS, SEE FOUNDATION PLAN FOR EXACT FTG. SIZES i LOCATIONS SLAB OR PAVERS PER PLAN 4 1A �a. • 4 7 r7 -0' — I I- 763 cra 3 ACIN DETAIL ��, ,_ ,� 2 POCKET SLIDE' FRAMING DETAIL NTS C�A�3�� 5RACING D� 3/4 1 � w BRACING CHART FGABLE H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H A-11 7'-0" (1) 2X4 BRACE 7'-0" < H ::�= 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < He 14'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H 18'-8" STRONGBACK W/ (2) 2X4 BRACE NOTE: ALL GABLE BRACING 15 TO BE 5YP*'2 OR BETTER 2X4 BRACE IF REQUIRED SEE CHART. 10d COMMON NAILS a 6" O.G. GABLE VERTICAL 2ND 2X4 BRACE i x � IF REQUIRED, SEE CHART A - A GA5L E VERTICAL 5RAC INCA AA c� i. ROOF SHEATHING, FASTEN PER PLAN o a PRE -ENG TRUSSES 6 24" MAX. CONNECTION PER PLAN o a a 2X12 BOX HDR. W/2X8'5 TOP 6 BOT., FASTEN W/10dX3" NAILS e (o" O.C. 2X8 TO 2X12. PT 2X12 AT WALL TO BE FASTENED c TO PRECAST WK2)ROWS STAGGERED OF o Y4"x4" TAPCONS a 16" O.C. MAX. 5.G.D. PER PLAN, INSTALL PER MAN. SPECS, SEE FOUNDATION PLAN FOR EXACT FTG. SIZES i LOCATIONS SLAB OR PAVERS PER PLAN 4 1A �a. • 4 7 r7 -0' — I I- 763 cra 3 ACIN DETAIL ��, ,_ ,� 2 POCKET SLIDE' FRAMING DETAIL NTS C�A�3�� 5RACING D� 3/4 1 � w Q 0 Z O ryU V) Ld Q Ld Of Ole �W W 0 1« J Q Z �! gi, • r -W ..J : C* ce. 74% C3 •rr " 0'� ••�� M "L�. ;. ®•�•rroer•0 ® Q a— ��o� z / ^ V I 0 g- O in�j"��.�.i Aw cq Q o�WZw a .� E.+ 0 �ugmv W o E540 0 z o t Q z U] W Ld W Oaw�� o 00 oa �Di 1 wE O W 1--W O U V Ld Ld N M Zoo 00 O � (n Ed Li �J Y O LJ O '0 I Z rya I— w O Z U O I— wJZry o�-Qo CL DESIGN CFG/BAD DRAWN LA ----- _ _ CHECKED CC ._.....__...---- DWG.No. 2142485 JOB No. SCALE AS NOTED DATE 12/12/14 SD5 SHT