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448 Rocky Grove Ln 17-1947 (A) NSFHTHORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA, SHINGLE BOOP, ELECTRIC HEAT, 50 GAL. W.H., 150 AMP SERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, REDRAW NOTES 2-21-11 CREATED LOT SPECIFIC PLAN FOR LOT 286 IN THORNBROOKE Oma ELEVATION "A" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: LANAI EXTENSION, (2) INTERCONNECT IN WALL WIRE CHASE TUBE, (2) ELECTRICAL OUTLETS IN NON WET AREAS, (2) BAR PENDANT PRE-WIRE5, ADDITIONAL SINK IN MASTER BATH AND (4) CEILING FAN PRE -WIRES. 06-20-11 COMPLETED REVISION TO INCLUDE: REMOVED AIR HANDLER FROM ATTIC AND QCREATED A.N. CL05ET AT BACK OF GARAGE. 1 MOVED DOOR FROM GARAGE TO ACCE55 THRU UTILITY ROOM AND MOVED ENTRY DOOR / WINDOW BACK TOWARD LIVING ROOM 8" PLAN REVISIONS DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -FLOOR PLAN NOTES 2A2 -FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, DETAILS 3A1 -FRONT ELEVATION 3A2 -SIDE AND REAR ELEVATIONS, ROOF PLAN 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4 -ELECTRICAL PLAN GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO FB.C.R - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "INAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: N!S UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.C.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: L TI -'E 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 05.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH FB.CR - 5TH EDITION (2014) 810235. EXTERIOR FINISHES: NSTALL.ATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR. - 5TH EDITION (2014) R103b,1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORPOSION-RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/1 INCH 11 GAUGE NAILS HAVING A 146 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R • 5TH EDITION (2014) R1031o2 AND ASTM C 926. PER FB.CR 5TH EDITION (2014) R103162.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO61ON-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/1 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MNIMUII OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.C.R 5TH EDITION (2014) 8103.63 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.65 OR IN ACCMANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2112 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 CCN51DERED AS CONTROL JOINTS. EGRESS: L EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LME OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R1038. WINDOW INSTALLATION: L WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT SHINGLES (IF APPLICABLE) : L M RESISTANCE OF ASPHALT SHINGLES. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905210 AND 89052.6.1 2. A.5°'r1Al.T SH! MES SHALL ONLY BE U5ED ON ROOF SLOPES OF TWO UNITS VERTICAL N 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS H0!'ZONTAL (2:11) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE 11 OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDER-AYi ENT COMPLYNG WITH A57M D 226, TYPE II, ASTM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.G.R - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAsv 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.CR. 5TH EDITION (2014)890533 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR ASTM D 1910 OR A5TM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VmD IS DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : L WHEN STANDARD OR OPTICNAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (N0 GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR CII16 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: L PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELII'4ATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE, 2. PROTECTION AGAN5T DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT M5 rm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. L ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. hECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER P;PNG 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 cr) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS N THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTUER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING 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 N5TALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANS AND VENTING: L OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER 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 "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. RECORD COPY ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS 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 DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FEV. 0949-2016 Ike SA ORD 1947 • JOB NUMBER 27002.107 • CAD FILE NAME LOT 286 ISSUED 02-27-17 REVISED 06-20-17 0o X W lso STATE srl�er Ensr otosMnl�, FLORIDA 34677813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.GOM TAMPA •DENVER 0too 0 NO do Nti ON�M L.L °)LL 00tv0 � ~O J .00 C0 �= t L wN T Z2o • JOB NUMBER 27002.107 • CAD FILE NAME LOT 286 ISSUED 02-27-17 REVISED 06-20-17 0o DAVIS BEWS DESIGN GROVP lso STATE srl�er Ensr otosMnl�, FLORIDA 34677813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.GOM TAMPA •DENVER �-� FST. 1994 �.- 1L a ch T_ a z LL J L to tt � / z p® j • Z r .w � oSQ_ � Z 0 �• moo` eieeeeliia V 0 V�00 N ,J 0 •ll 1588 • TITLE • COVER SHEET GENERAL NOTES a r r'r 1.011 81-0X f /11 11-011 1/_I -01t 21-01 �1.0X i I� 201-0' I • G.C. VERIFY ACRYLIC 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WAAVISBEWS.COM C �o O j J h0) ON LANAI I _ LE � c,4 . N LJ� " I 11 L L Cl jL19 • 3 -6 x3.6 J O Be 8' t 1 LLt_rn A/C PAD N f+ O IF ON (VERIFY oco Z LOCATION) '* :n 1 167EX v� 4 P.V.C. :4 AK I•'r-�' 4'-8' 2'-8' I F 7T r> -7 1111 >1 s/ «J M I� DIU. SINK 1UB r I�i W/ DIS' \7: �tO i ELEVATION HEAD I ��I (-) 0'-4' r -O' 3'-4" C a � C F ni I rte. I L J PROVIDE WATER LINE FOR ICE MAKER 1 I 2'-8' 2'-8" 2'-0" } e II IIS 00 E�EY:.TION I•i c.0" �LAv. & Q 3'-6" 4" P.V.C. kv Aaz` _ 3/411 P.V.C. 50 GAL. (� CONDENSATION iW.W.\ DRAIN BY PLUMBER o 3/4" RECESS "� 1 FOR ENTRY M ELEV" O� I I ELEVATION (-) 0'-4" v , IFC, ------------------ -- ---------------CJ. ------- . c` I►= ` i _ 8" CM.u. a I �I JL— WALL aay. � I _ = — _ I I I I 1 KJ O PAVES I I H.B. - I ELEVATION 11/1" RECESS FOR GAB DR r'r 1.011 81-0X f /11 11-011 1/_I -01t 21-01 �1.0X i I� 201-0' JOB NUMBER 27002.107 • CAD FILE NAME LOT 286 ISSUED 02-27-17 REVISED 06-20-17 • x ro w 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WAAVISBEWS.COM C �o O j J h0) � c,4 . N LJ� .� N L L Cl jL19 • O J O E0 t 1 LLt_rn N f+ O IF ON oco Z JOB NUMBER 27002.107 • CAD FILE NAME LOT 286 ISSUED 02-27-17 REVISED 06-20-17 LtP 4m Q (h � O {� Z Itl v co C � r O ©$ J ° r°Z_ w op • o 0 WV) Vo 00 0 N J o Fm� oil Eel. TAYLOR MORRISON USES BORA-CARE TO TREAT THE 1588 INTERIOR FRAMED WALLS TO • PREVENT SUBTERRANEAN TERMITES TITLE • 0 AR JAI TrDC"Arr' D/ AAI ING G.G. VERIFY THAT DECO DRAIN NFOFtD PAVER DRIVE / LEAD WALK 15 INSTALLED AT PLANTERS SA BETWEEN WALKWAY AND GARAGE yT pFPAa � T * * T SLAB INTERFACE PLAN GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WAAVISBEWS.COM TAMPA • DENVER. r-- EST.1994 �a•� LtP 4m Q (h � O {� Z Itl v co C � r O ©$ J ° r°Z_ w op • o 0 WV) Vo 00 0 N J o Fm� oil Eel. TAYLOR MORRISON USES BORA-CARE TO TREAT THE 1588 INTERIOR FRAMED WALLS TO • PREVENT SUBTERRANEAN TERMITES TITLE • 0 AR JAI TrDC"Arr' D/ AAI ING G.G. VERIFY THAT DECO DRAIN NFOFtD PAVER DRIVE / LEAD WALK 15 INSTALLED AT PLANTERS SA BETWEEN WALKWAY AND GARAGE yT pFPAa � T * * T SLAB INTERFACE PLAN GARAGE RIGHT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R 5TH EDITION (2014). TYPICAL MASONRY x 0 T.O.M. WINDOW SCHEDULE 0 �0 v e WINDOW WIDTHS J (� BOTT. OF LKM � AFF. 21" AT 84' AFF. AFF. „ ---------------- G.G. VERIFY ACRYLIC LANAI J .J ON LANAI $ a N 12 5H 1/2 32 5H 22 5H 32 5H S i 9 -4' PLL HT. I $ = 39" 13 5H 1/2 33 5H 23 5H 33 5H ' 1 3�E J 904 51" I (2) 26 TEMP. 5H. &' CO llf h HD. AT 8'-0" L. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R 5TH EDITION (2014). A/C PAD REFER TO SHEET 2A2 FOR (2) 2b SH- (VERIFY MAIN FLOOR DIMENSIONS M. AT 84' LOCATION) * EGRESS vl � FAMILY ROOM MASTER SUITE Hg 14'-8"x13'-4' 13'-10"x12'-0" 9'-4" FLAT CLG. 9'-4" FLAT CLG. �o e i 2-84-8 TUB DECK a- 42" H. 39' H. *a � u COUNTERTOP WALL a- / M.C. 2x8 WALL -4. o,o 014-C. _jQ / aG r GARDEN X11 I��IOO ew;TUB _ M TEMP. GL. ON 6" H. o ( o _xi'36'' 26 LOW WALL W/ Altr_ MARBLE CAP (SEE KITCHEN / = DETAIL ON SHEET 2C) 0 x M. BATH s'-4' FLAT ac. � 9'-4' Lu � B uG. 2 -RIS HEAD 24"6L. c i-8' H. AFF B RKFST / % TILE sEaT COj cL-4" •FLAT _ �- I � 2p BEDROOM 2 'z o 96 10'-8"x10'-4- . 9'-4' FLAT CLG. PLANT SHELF TOP AT 84" DINING ROOM 15'-4'x10'-6' «� 9'-4" FLAT CLG. X � n Q 2-bxb-8 BATH 2 e'n a e CLG. aG. 32' I VANITY m a � LAv. W.C. LIVING ROOM 15'-4"x10'-6' 9'-4' FLAT CLG. PLANT SHELF * * * * * TOP AT 8'-0" tC7: ALL INTERIOR ANGLE I BEDROOM 3 " 5 ARE AT 45' * * * * * 1 10'-8"x10'-0" vvv � 1 a' 9'-4" FLAT CLG. w t r - 50 GAL. O e WA a FLUSH FR4. = I TO FURF16 •° �VX22' ATTIC 4CCE55 2x FRAMING ='1 YP AT DOOR) I urn- L_ — - - — — J 1� WALL GARAGE ENTRY •4' c T. HT. 7 _ _ OPT. CAB. 18'-8"x20 -0' 15H/ 9'� I , 9'-4" PLT. HL � a I - I L--fir'—Q o DRYER VENT a, (SEE DETAIL) ~ Q' I _ _ UKCr GARAGE DOOR N OPEN POSITION a I:ZzE•s1 \-ir2x6WALL------------------ i o �- 1 � 1� 1� BOTT. OF 9p4 HEADER AT AFF. 8'-0" AFF. ^ = I *-Cx1-0 O.H. GARAGE DOOR I OO AA 3A2 > PAVER DRIVE / LEAD WALK TYPICAL MASONRY x 0 REVISED WINDOW SCHEDULE 0 �0 � EST 1994 etzz� WINDOW WIDTHS J (� 20" 21" 31" 53" WINDOW CALL -OUTS .J 26" N 12 5H 1/2 32 5H 22 5H 32 5H W ro c h 00v J •Oo = 39" 13 5H 1/2 33 5H 23 5H 33 5H 1 3�E J 0 51" 14 5H 1/2 34 5H 24 SH 34 5H &' CO llf h z to Z 0 15 5H 1/2 35 5H 25 5H 355.1-1 i--1 z 12" 3: 16 5H 1/2 36 SH 26 5H 36 5H G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, tLu o WINDOW SIZES AND INSTALLATION MAY VARY PER ~O MANUFACTURER AND SPECIFICATIONS: z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G) A/C PAD REFER TO SHEET 2A2 FOR (2) 2b SH- (VERIFY MAIN FLOOR DIMENSIONS M. AT 84' LOCATION) * EGRESS vl � FAMILY ROOM MASTER SUITE Hg 14'-8"x13'-4' 13'-10"x12'-0" 9'-4" FLAT CLG. 9'-4" FLAT CLG. �o e i 2-84-8 TUB DECK a- 42" H. 39' H. *a � u COUNTERTOP WALL a- / M.C. 2x8 WALL -4. o,o 014-C. _jQ / aG r GARDEN X11 I��IOO ew;TUB _ M TEMP. GL. ON 6" H. o ( o _xi'36'' 26 LOW WALL W/ Altr_ MARBLE CAP (SEE KITCHEN / = DETAIL ON SHEET 2C) 0 x M. BATH s'-4' FLAT ac. � 9'-4' Lu � B uG. 2 -RIS HEAD 24"6L. c i-8' H. AFF B RKFST / % TILE sEaT COj cL-4" •FLAT _ �- I � 2p BEDROOM 2 'z o 96 10'-8"x10'-4- . 9'-4' FLAT CLG. PLANT SHELF TOP AT 84" DINING ROOM 15'-4'x10'-6' «� 9'-4" FLAT CLG. X � n Q 2-bxb-8 BATH 2 e'n a e CLG. aG. 32' I VANITY m a � LAv. W.C. LIVING ROOM 15'-4"x10'-6' 9'-4' FLAT CLG. PLANT SHELF * * * * * TOP AT 8'-0" tC7: ALL INTERIOR ANGLE I BEDROOM 3 " 5 ARE AT 45' * * * * * 1 10'-8"x10'-0" vvv � 1 a' 9'-4" FLAT CLG. w t r - 50 GAL. O e WA a FLUSH FR4. = I TO FURF16 •° �VX22' ATTIC 4CCE55 2x FRAMING ='1 YP AT DOOR) I urn- L_ — - - — — J 1� WALL GARAGE ENTRY •4' c T. HT. 7 _ _ OPT. CAB. 18'-8"x20 -0' 15H/ 9'� I , 9'-4" PLT. HL � a I - I L--fir'—Q o DRYER VENT a, (SEE DETAIL) ~ Q' I _ _ UKCr GARAGE DOOR N OPEN POSITION a I:ZzE•s1 \-ir2x6WALL------------------ i o �- 1 � 1� 1� BOTT. OF 9p4 HEADER AT AFF. 8'-0" AFF. ^ = I *-Cx1-0 O.H. GARAGE DOOR I OO AA 3A2 > PAVER DRIVE / LEAD WALK m CL ce .�, cc �Z r.� V / u- 01 L<) �� v�"�ee••• see•ee /�I� . Sr ••2 U. .. . co • • , r uj • �• w w N X26-�' is ••000 • ; ago ��c " pF � W II o 0 00 ASPN u.�;O HATCHING LEGEND INSULATE WALL , , ,-. 1588 LIVING 15896P, GARAGE 399 5,1=, ENTFRY LANAI 101 5,P. TOTAL 50, PT. 2113 S.P. MAIN FLOOR TES SCALE: I/4" -- I'-0" GARAGE RIGHT • TITLE • MAIN FLOOR PLAN NOTES SHEET2A. • • JOB NUMBER CAD FILE NAME ISSUED x 0 REVISED 06-20-17 0 �0 � EST 1994 etzz� J (� ,uOwJ oN� o CV (h �"w N ( -'=M .J L L LL a • ro c h 00v J •Oo o�Co 1 3�E X 0= 0}�N &' CO llf h z to m CL ce .�, cc �Z r.� V / u- 01 L<) �� v�"�ee••• see•ee /�I� . Sr ••2 U. .. . co • • , r uj • �• w w N X26-�' is ••000 • ; ago ��c " pF � W II o 0 00 ASPN u.�;O HATCHING LEGEND INSULATE WALL , , ,-. 1588 LIVING 15896P, GARAGE 399 5,1=, ENTFRY LANAI 101 5,P. TOTAL 50, PT. 2113 S.P. MAIN FLOOR TES SCALE: I/4" -- I'-0" GARAGE RIGHT • TITLE • MAIN FLOOR PLAN NOTES SHEET2A. • • JOB NUMBER CAD FILE NAME ISSUED 27002.1070 LOT 286 02-27-17 REVISED 06-20-17 150 STATE STREET EAST a osMAP, FLORIDA 34677 813. 925. 1300 TI EL 813.925.1800 FAX W VWnAVISBEWS.COM TAMPA •DENVER. � EST 1994 etzz� m CL ce .�, cc �Z r.� V / u- 01 L<) �� v�"�ee••• see•ee /�I� . Sr ••2 U. .. . co • • , r uj • �• w w N X26-�' is ••000 • ; ago ��c " pF � W II o 0 00 ASPN u.�;O HATCHING LEGEND INSULATE WALL , , ,-. 1588 LIVING 15896P, GARAGE 399 5,1=, ENTFRY LANAI 101 5,P. TOTAL 50, PT. 2113 S.P. MAIN FLOOR TES SCALE: I/4" -- I'-0" GARAGE RIGHT • TITLE • MAIN FLOOR PLAN NOTES SHEET2A. • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST a osMAP, FLORIDA 34677 813. 925. 1300 TI EL 813.925.1800 FAX W VWnAVISBEWS.COM TAMPA •DENVER. � EST 1994 etzz� m CL ce .�, cc �Z r.� V / u- 01 L<) �� v�"�ee••• see•ee /�I� . Sr ••2 U. .. . co • • , r uj • �• w w N X26-�' is ••000 • ; ago ��c " pF � W II o 0 00 ASPN u.�;O HATCHING LEGEND INSULATE WALL , , ,-. 1588 LIVING 15896P, GARAGE 399 5,1=, ENTFRY LANAI 101 5,P. TOTAL 50, PT. 2113 S.P. MAIN FLOOR TES SCALE: I/4" -- I'-0" GARAGE RIGHT • TITLE • MAIN FLOOR PLAN NOTES SHEET2A. • REFER TO 9NEET 2AI FOR MAIN FLOOR NOTING SANFORD 41. "ARTM� IN FLOOR PLAN DIMENSIONS GARAGE RIGHT • JOB NUMBER 27002.107 • CAD FILE NAME LOT 286 ISSUED 02-27-17 REVISED 06-20-17 DAVIS BEWS DESIGN GROUP • EST. 1994 x w U �0 O 0 J MNMD 2NC L ?jM Lm L °m�° 0 0 J T ` N �• C0 .2% LL = N �C0-20 Z !p • JOB NUMBER 27002.107 • CAD FILE NAME LOT 286 ISSUED 02-27-17 REVISED 06-20-17 ui 4 Q- M .�- 00 O 0 Z � J � CL ca CD `ee11U1111 ,� �i Nige Z °% °o 1 00 tttt V a N J a 1588 • SHEET • SCALE: 1/4" = P -0"2B DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, nORMA 34677 813.925.1300 TII. 813.925.1800 FAX W W W.DAVISBEWSCOM TAMPA No DENVER. EST. 1994 ui 4 Q- M .�- 00 O 0 Z � J � CL ca CD `ee11U1111 ,� �i Nige Z °% °o 1 00 tttt V a N J a 1588 • SHEET • SCALE: 1/4" = P -0"2B I ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 2173 SQ. FT. / 300 = 7.24 SQ. FT. X 144 =1043 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 521.52 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 4 TOTAL SOFFIT VENTILATION NEEDED 19 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I � I , , 1 I I , I , I , I I I I I OFF -RIDGE VENT (TYP.) A.N. IN , I i ATTIC L-_ � � I I I I I j I j `r I I oC w j r Q I TYP.------------ ---- ------_j OVERHANG AT NIP (UND) Aa ROOF PLAN, SCALE: 1/8" : 1'-0" 11/1" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: LL IHIS UtIAIL CHLAX IHC I IrIL.AL IHILkMW w OF ALL RAISED TEXTURED FINISH BANDING oc m AND SAND FINISHED KEYSTONES (WHERE x> APPLICABLE) IF THICKNESS IS TO BE "' FE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH' 3/4" EDITION (2014) R103b1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FINISN OVER FRAME APPLICATION TO BE PER FB.CR - 5TH EDITION (2014) R103b2 AND ASTM C Tb. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3' : 1'-0" %k CLEAR OPENING NEIGNYS . IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.CR - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER FB.CR - 5TH EDITION (2014) R3122 iX_ 7 DINING LIVIN, SECTION AA SCALE: 1/8" : 1'-0" 12 Q 5.9 0 GARAGE 1 12 12 SHINGLE 5.9j� ROOF C L SHINGLE GIRDER TRUSS GOER 12 JOB NUMBER CAD FILE NAME ISSUED REVISED TRUSS 5.9 i? �•• \ 50� •---�_� EST. 1994 to o FINISH —� 9 0 � T• C) O � i OBS. TO M',I.STER SUITE 00 AT SIDES * Fps. AIll FAMILY r, J M - _ - - - - - - - - - - - - _ FINISH FLOOR LINE iX_ 7 DINING LIVIN, SECTION AA SCALE: 1/8" : 1'-0" 12 Q 5.9 0 GARAGE 1 12 12 SHINGLE 5.9j� ROOF C L SHINGLE GIRDER TRUSS c o (J RODE TD.M. o 00 O 00 z TEXTURED — TEXTURED 1� 4p o FINISH —� a FINISH J co "' TEMP.LL- lk "' FINISH FLOOR L[� - - - - - - - - - _ - - - - FINISH FLOOR LINE ca GRADE LII (ASSUMED) `��� ����•• ,°;�Jpj�/ /Too LEFT ELEVATION z oma- more.•r ac• Q 5.9 TDM. SCALE: 1/8" - 1'-0" UJ JOB NUMBER CAD FILE NAME ISSUED REVISED 27002.107 • LOT 286 02-27-17 06-20-17 x ro w �•• \ 150 STATE STREET EAST OLDSMAR, FLORIDA M77 813 925 .1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TAMPA •DENVER •---�_� EST. 1994 to o FINISH —� 9 0 � T• C) O � i OBS. Nh y 00 AT SIDES * Fps. •i N m :. J M - _ - - - - - - - - - - - - _ FINISH FLOOR LINE L L Q mL- . - 00 `' � 0 � Co E LLz �rn z m _ C4 r 0. m ++ 0 Z - 't - 1. c o (J RODE TD.M. o 00 O 00 z TEXTURED — TEXTURED 1� 4p o FINISH —� a FINISH J co "' TEMP.LL- lk "' FINISH FLOOR L[� - - - - - - - - - _ - - - - FINISH FLOOR LINE ca GRADE LII (ASSUMED) `��� ����•• ,°;�Jpj�/ /Too LEFT ELEVATION z oma- more.•r ac• Q 5.9 TDM. SCALE: 1/8" - 1'-0" UJ JOB NUMBER CAD FILE NAME ISSUED REVISED 27002.107 • LOT 286 02-27-17 06-20-17 DAVIS BEWS DESIGN GROVP �•• \ 150 STATE STREET EAST OLDSMAR, FLORIDA M77 813 925 .1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TAMPA •DENVER •---�_� EST. 1994 c o (J RODE TD.M. o 00 O 00 z TEXTURED — TEXTURED 1� 4p o FINISH —� a FINISH J co "' TEMP.LL- lk "' FINISH FLOOR L[� - - - - - - - - - _ - - - - FINISH FLOOR LINE ca GRADE LII (ASSUMED) `��� ����•• ,°;�Jpj�/ /Too LEFT ELEVATION z oma- more.•r ac• Q 5.9 TDM. SCALE: 1/8" - 1'-0" UJ TEXTURED DAVIS BEWS DESIGN GROVP �•• \ 150 STATE STREET EAST OLDSMAR, FLORIDA M77 813 925 .1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TAMPA •DENVER •---�_� EST. 1994 c o (J RODE TD.M. o 00 O 00 z TEXTURED — TEXTURED 1� 4p o FINISH —� a FINISH J co "' TEMP.LL- lk "' FINISH FLOOR L[� - - - - - - - - - _ - - - - FINISH FLOOR LINE ca GRADE LII (ASSUMED) `��� ����•• ,°;�Jpj�/ /Too LEFT ELEVATION z oma- more.•r ac• Q 5.9 TDM. SCALE: 1/8" - 1'-0" 12 12 5.9 � f 11 Q 5.9 SHINGLE SHINGLE 5.9 � ROOF RDOF TAM _ /� T.OM. _ TEXTURED Zn FINISH FINISH FLOOR LINE _ —TEXTURED =� FINISH 6' 0 FINISH FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" : I'-0" %Iwo C* 0 N 12 j� Q 5.9 SHINGLE SHINGLE ROOF 11 F ROOF TYP. UJ TEXTURED ' • •°•••e �•• \ •••• FINISH —� 9 O � i OBS. TEMP. 12 12 5.9 � f 11 Q 5.9 SHINGLE SHINGLE 5.9 � ROOF RDOF TAM _ /� T.OM. _ TEXTURED Zn FINISH FINISH FLOOR LINE _ —TEXTURED =� FINISH 6' 0 FINISH FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" : I'-0" %Iwo C* 0 N 12 j� Q 5.9 SHINGLE SHINGLE ROOF 11 F ROOF TYP. "_ �` tiD TEMP.Zr TEXTURED y FINISH —� 9 - RETURN OBS. TEMP. AT SIDES * Fps. * zo =� SN FLOOR LINE - _ - - - - - - - - - - - - _ FINISH FLOOR LINE - RIGHT ELEVATION SCALE: 1/8" : 1'-0" m GRADE LINE • (ASSUMED) �O_D I/vc SANFORD ELEVATION "A" GARAGE RIGHT 3A2 II 4/0 ALU. CABLE MAN DISCONNECT—hiErER A/C COMBO - SQUARE 1) DISC. REFER TO FLOOR TYP. 14 AND 02 COPPER TO PLAN FOR NOTED MAN DISC. N51DE LIGHTS AND OUTLETS AMPS. REQl11RED PANEL h0 COPPER t0 WATER HEATER UNDERGROUND 08 COPPER TO RANGE SERVICE BY POWER COMPANY 14 COPPER TO 5/8" GROUND ROD ALSO SERVICE t0 BE BONDED TO FOOTNG 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. ELECTfRICAL fGENT" 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER of r WEATHERPROOF DUPLEX OUTLET [@EF.L GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR K)=- 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �-- WALL MOUNTED NCANDESCENt LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE *c. LIGHT FIXTURE WITH PULL CHAN �o TRACK LIGHT FLUORESCENT LIGHT rlxR E 4 EXHAUST FAN ;f EXHAUST FANLIGHT COM51NATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) E PUSHBUTTON SWITCH (OPTIONAL) ® CARSON MONOXIDE DETECTOR ® SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR F< TELEPHONE (OPTIONAL) 0 TELEV15ION (OPTIONAL.) Q THERMOSTAT U ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c� ROUGH -N FOR OPT. CEILING FAN v J c � CEILING MOUNTED NCANDE5CENT LIGHT FIXTURE W/ G v ROUGH -N FOR OPT. CEILING FAN NOTES" 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-NTERRUPTERS (GF.I) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHEWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWNG HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 141 TELEPHONE.. J4" (LKE55 ABV COUNTERTOP) TELEVISICK , J4" 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 CERTFIED 8MOKE DETECTORS. 4. ALL DA AND 20A RECEPTACLES N SLEEPING ROOMS, FAMILY ROOMS, DNNG ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COM51NATION TYPE AFCJ. DEVICE AND TAMPER-PROCF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED N THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GFR 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN t0 ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NFFA.10, N.E.C. 2011, FB.CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR NSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPNG PURPOSES. 8. ALAIn SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDNG WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALA" $HALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MICROWAVE OUTLET +14" \ � 1 COACH COACH LIGHT ` ' LIGHT A/C DISCOtJIy GFJ. -HORIZ MAKE-UP LIGHTS METER W.P. GFJ. FOR TLI.G. SERVICE • JOB NUMBER 27002.107 • CAD FILE NAME LOT 286 ISSUED 02-27-17 REVISED 06-20-17 or pe x m w DAVIS BEWS DESIGN GROVP too Uto ---�.,� EST 1994 �.-- 0 J ►. N' Nn 2N co L M LL 0p J Q 0% co LLr_rn r'i'm 6. (j) 0 o ++ Z G • JOB NUMBER 27002.107 • CAD FILE NAME LOT 286 ISSUED 02-27-17 REVISED 06-20-17 or pe • 150 0 • •• TITLE ELECTRICAL PLAN SANFORD - o � ELECTRICAL PLAN GARAGE RIGHT iii DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUWMY, MORMA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.00M TAMPA • DENVER ---�.,� EST 1994 �.-- • 150 0 • •• TITLE ELECTRICAL PLAN SANFORD - o � ELECTRICAL PLAN GARAGE RIGHT iii METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,nERAL NOTES METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL INDEX vDEX O C DRAWINGS RAV(^ FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) MINIMUM 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE SPEED (ULTIMATE) 139 mph V. - NO SSD (ALLOWABLE) 108 mph V,*%6D EX.-NOSURE B TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PR=ESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT PRESERVATIVE WOOD TREATER. 4, STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (+) VALUE DENOTES PRESSURE AREA (SO FT) S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. O0 10 (+) 21.2 (+)21.2 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES - 28.3 S3 DOWEL PLACEMENT PLAN CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR (-) 22.0 - 26.4 50 (+) 19.0 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT S4 ROOF FRAMING PLAN CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE (+) 18.0 - 19.8 C ST E 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ALL ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 9'-0" x T-0' �+ S4.1 NOTES & CONNECTOR LEGEND PSI, A SLUMP OF 4" PLUS OR MINUS AND HAVE 2 AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. (-)20.9 (-) 19.7 VAND PRESSURE/ SUCTION DIAGRAM 5 AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS a S5 LINTEL PLAN 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. 0%; LI%SAR INTERPOLATION FOR THIS SITE. 2. L?EJ.04 ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME tS 1:=T, 2 STORY HOME IS 30FT 3. Id'_? TT-1LY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE % :!ND PRESSURES. ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR S D 1 FOUNDATION DETAILS 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WIND -BOURNS DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R3012.12 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS WWF SHALL BE LAPPED AT LEAST 6' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY S D2 GENERAL DETAILS THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. WORK ACCORDANCE BUILDING CODE PREFABRICATED WOOD PRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE S D3 GENERAL DETAILS TEE EQUI EMENTS ORREIN ORCE REINFORCED ACI 318 LATEST ION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS S D4 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PT (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) UPDATES 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: NUMBER DATE DESCRIPTION OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF/100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 5/13/2014 CREATED ELEV. A,B,C AND A W/ LANAI ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FOOTING &LINTEL STEEL IS ADEQUATE @TOP &BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 BE USED. ANCHORS OR EPDXY FASTENED STUDS SHALL B U FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - + -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O.CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T CLB IF EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WI SI- TABLE WITHIN BCSI-63). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ibrn, U.N.O. Fb = 2500 Fb =3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc I= 900 Fc j = 450 Fv =285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2 J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-118", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3X6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD. INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION SPEED (ULTIMATE) 139 mph V. - NO SSD (ALLOWABLE) 108 mph V,*%6D EX.-NOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PR=ESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SO FT) - VALUE DENOTES SUCTION AREA O0 10 (+) 21.2 (+)21.2 - 22.9 - 28.3 20 (+) 20.2 (+)20.2 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 - 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 G4 RJR GE DOORS 9'-0" x T-0' 16'-0" x 7'-0" (+) 18.4 (+)17.7- +(-)20.9 (-)20.9 (-) 19.7 VAND PRESSURE/ SUCTION DIAGRAM 5 4;1)10 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLAOCY`.S Y.!ND PRESSURES AND SUCTIONS PER FLORIDA ELr'LD!.G CODE 5th EDITION (2014). WIND SPEED IS BASED 0%; LI%SAR INTERPOLATION FOR THIS SITE. 2. L?EJ.04 ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME tS 1:=T, 2 STORY HOME IS 30FT 3. Id'_? TT-1LY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE % :!ND 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 LCPAER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNS DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R3012.12 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R30IZ12 FOR ATTACHMENT SPECIFICATIONS C"ASANFORD RTM�� (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. W N En OF. O > O w W .2 O W g g Z O O z > Q w 0_ v L O Q U Y � o OH L m Of 0o W 0 r � O `p @O z W U w O O W U0 1 4. Cpl 0 'lb co p,,4 o z O Z M V--- 0 W a P a " } OZ4` U d r'G9�giG U •z z0 �� Q � Qm U ♦ /� vUj Z O Zg ._J z cn Z � c <N J W .. o� a Q 61 U W Z O o W o LU U E±JO Q �- 00 t1 � N zoo 0 W � � Q W S LL CO 00000 t 0W Z W moo= - O 0 0_ cti STRUCTURAL ENG: BAD DRAFTING: A -STRUCT: TNA OC CHECK: MRB a JOB No. TM - 2170333 SCALE: AS INDICATED DATE: 03/24/2017 S1 on, n❑ FOUNDATION NOTES: FOUNDATION PLAN ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U.N.O.). * INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. * INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. j INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. , SANF0FRD O4�ARTPA�I w Q N Q0 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE FOOTING SCHEDULE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6XWI.4XWI.4 WELDED WIRE dp w/ #5's EQUALLY SPACED EA. MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT O CODE EDITION. BARS & 3" MIN. COVER TO EDGE OF CONC. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. dp w/ #5's EQUALLY SPACED EA. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR WAY MIN. 2" HORIZ. CLEARANCE BETWEEN RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. BARS & 3" MIN. COVER TO EDGE OF CONC. 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 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. COMMUNITY & COUNTY CODES. " 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL WAY MIN. 2" HORIZ. CLEARANCE BETWEEN SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION BARS & 3" MIN. COVER TO EDGE OF CONC. INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Z 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO WAY MIN. 2" HORIZ. CLEARANCE BETWEEN DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS BARS & 3" MIN. COVER TO EDGE OF CONC. AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD O FOOTING STEP DOWN AND CORNER INFORMATION. dp w/ #5's EQUALLY SPACED EA. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH WAY MIN. 2" HORIZ. CLEARANCE BETWEEN PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER BARS & 3" MIN. COVER TO EDGE OF CONC. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS W FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO WAY MIN. 2" HORIZ. CLEARANCE BETWEEN FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, BARS & 3" MIN. COVER TO EDGE OF CONC. COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). dp w/ #5's EQUALLY SPACED EA. THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN PSF. ' 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO BARS & 3" MIN. COVER TO EDGE OF CONC. DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOUNDATION PLAN ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U.N.O.). * INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. * INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. j INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. , SANF0FRD O4�ARTPA�I w Q N Q0 T_0 FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. O Ca BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. 2O24"x24"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (4) # 5 E.W. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. w WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. Z 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O dp w/ #5's EQUALLY SPACED EA. O36"x36"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Q W 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. 4O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. LL O O� BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. U 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/#5's EQUALLY SPACED EA. O60"x60"x16" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND m FOUNDATION PLAN ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U.N.O.). * INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. * INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. j INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. , SANF0FRD O4�ARTPA�I w Q N Q0 Nk qqqq : y) 5�,• �v cvv,a M o' j�✓ ��9J C r W d7 o �, Lt ©� ° J I 111 co 2 o Q o ! < d v yo 5ma, orvvov©vv�� �@® z D n 7�f� r1, Mi LL 2 V U o %W p" � r - o vs Q ll 0 W P-4 Q C'� �� '„u• t' r. G rasa cn c.a a z o �0) Z C) O 0) Cn Z F Q :D �a ® o Z Q o W � z J O O LLCn F., �- o W C> W C> _ U) ..® O o a r-, o � u N z�0 O w -s ILLF o�p Ery 77 pwz � Q ® O O E C7 STRUCTURAL ENG: BAD DRAFTING: A -STRUCT: TNA QC CHECK: MRB b JOB No. TM - 2170333 -- SCALE: AS. INDICATED DATE: 03/24/2017 S2 T_0 a O Ca pW Uj w O < Z Z O c� I. Q W LL O O� Q U Q w (9 O W W � m co 0 W S p p O z > ~ L W w OJ O O O O LU Nk qqqq : y) 5�,• �v cvv,a M o' j�✓ ��9J C r W d7 o �, Lt ©� ° J I 111 co 2 o Q o ! < d v yo 5ma, orvvov©vv�� �@® z D n 7�f� r1, Mi LL 2 V U o %W p" � r - o vs Q ll 0 W P-4 Q C'� �� '„u• t' r. G rasa cn c.a a z o �0) Z C) O 0) Cn Z F Q :D �a ® o Z Q o W � z J O O LLCn F., �- o W C> W C> _ U) ..® O o a r-, o � u N z�0 O w -s ILLF o�p Ery 77 pwz � Q ® O O E C7 STRUCTURAL ENG: BAD DRAFTING: A -STRUCT: TNA QC CHECK: MRB b JOB No. TM - 2170333 -- SCALE: AS. INDICATED DATE: 03/24/2017 S2 S. ir 11/ 1 7 NJ �III N 5_� 113 SYMBOLS LEGEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) #5 @ TOP, BOTTOM AND @ 24" O.C. ❑ VERTICALLY OF COLUMN Tj 0 FILLED CELL PLAN VIEW (1) #5 @ TOP, BOTTOM AND @ 24" O.C. VERTICALLY OF COLUMN SECTION VIEW MASONRY COLUMN TIE IN (1) CONT. #5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). I w o Q (0 1 o 0 > O Uj W > F- ui 0 z z O °z 5 F— ¢ WJ O X o F- O W_ UW o W W m R co _ _ 0 0 a H n C) °@ o z F— SOW L wLj _O _j 0 O ....0 _p _-Q.. W let, 00 s � LL :Co o oz ,� �= Ui C di .• Z m �: Q J O w L0 0 R9.1 co U_ R U O 04 iii o , z 0 c Z T i U�- o 0 AID C;1 a z ➢� ® a (Vco N M O z It Li rn� M 'Tin z 110 ® W ` �?� ' o J z $� m ® o CL � _4 W oa B o p W za 6 V�� Q (> Cn M ® a•. W ®CD _ Ou) M 0 00 o a �r 04 MU II 1 ® OWOJ (�j N L--JL--J C/) tti ®® m 01 4," 2._8.. 2'-0,4'-4"S 00 0 1 'v 49 49 D1 0 00 0 M 1'-0" S3 E T 0 0 El .. m 0 W Z W -1oo 0 o M E- 0 13 ® • ©• Lti STRUCTURAL ENG: BAD 8._0.. 2'-0" 16'-0" 2'-0" DRAFTING: 14 A -STRUCT: TNA QC CHECK: MRB a JOB No. TM - 2170333 SCALE: 4 �'- AS INDICATED DATE: 03/24/2017 DOWEL LAYOUT PLAN RD �� SANFO '�' 1/4"=1 �-0 aFPAR�� —COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. i ROOF FRAMING PLAN WALL LEGEND � j = 9'-4" T.O.M. = 11'-0" T.O.M. ® = 12'-0" T.O.M. r , . = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. W C)CD N t0 D x ROOF FRAMING PLAN WALL LEGEND � j = 9'-4" T.O.M. = 11'-0" T.O.M. ® = 12'-0" T.O.M. r , . = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. W C)CD N t0 D x a>o o ni > Iw- O W W O � O 0 >_ F d = J F-. cr_ 1= LL O Q W O Q U) 0U W m 50 O O M x °w O Z 0 � W OU) 0� w ° ° ° O O W W U0 ® 44 MO Wi d�Anrh�j. Jf`y!( N �3J U . �•. 0 0 a O� a 1 V r V z � am. N z Z C Q -j Lu C-6 INN CD Z�� z Q oda QL4 ~oLL LLI 0 o W0 oWCO5 U)� s U � Q �- 00 N ZU)O Q W J W �oaop 0000 LO Q —j Z _ V J WL QQ= p Cb STRUCTURAL ENG: BAD DRAFTING: A pro, -STRUCT: TNA QC CHECK: MRB B _ p JO No. TM - 2170333 w��D�NG SCALE: AS INDICATED DATE:. 03/24/2017 1/4"=1 '-011%FORD NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS +fll I I 'LI CORNER AS REQ'D INDICATED IN GRADE 60 BAR SIZE BEND 0 •• LAP SPLICE BEND 0 r° LINTEL, #5 TO BE .: IINr HOOK PER 10C11 -SHEAR WALL T OPENING TA HOOKED INTO ° L SEGMENT MD08 d 7 15 • SIDE VERTICALS d ° 4 #4 °. d 91/2 20 3 55/8 12 1/2 24 #5 31/8 7 1113/4 25 33/4 1 7 151/2 CL #6 33/4 81/16 14 30 41/2 181/16 181/2 36 #7 43/8 9 13/16 16 1/21 35 1 51/4 19 13/16 213/4 42 0 L�A LL v d ° ♦11I• q ♦" LO 04 M TEEL IN LINTEL IF BOTTO S I °• � ° �.♦' Z w INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 °'; c ' ° ��° ROUGH OPENING PER PLAN �. I ,' e'er•♦ ' d 7Z' • a _T +fll I I 'LI GRADE 40 GRADE 60 BAR SIZE BEND 0 •• LAP SPLICE BEND 0 r° LAP SPLICE .: IINr `• , 10C11 -SHEAR WALL T OPENING TA "'NON ' TYPI ° L SEGMENT 17/8 d 7 15 • 41/4 d ° 4 #4 °. d 91/2 20 3 55/8 12 1/2 24 #5 31/8 +fll I I 'LI TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW ISNOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO .•,• ',: +..LINTEL PER PLA(.7 N ;f; '`` ;.•'� �, •,.�: ." TRANSOM OPENING FRAME INFILL AROU1�6� WINDOW BY BUILDER ` SEE DOWEL PLAN FOR FILLED CELL INFO. SEE WF01/SD1 FOR MORE INFO MIN. (1) IS REQ'D ON •�.,', EITHER SIDE U.N.O. • '! "• '' (2) 2X8 SYP#2 P.T. HEADER '• • ' TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING + HANGER @ EA. END. W/ MAX. OPENING 4 FT "' ".'•.'' (14) 114" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 ° LAP SPLICE BEND 0 LENGTH LAP SPLICE IINr `• , 10C11 -SHEAR WALL T OPENING „B,. "'NON ' TYPI AL SHEAR WA L SEGMENT 17/8 41/4 7 15 • 41/4 91/4 ° 4 #4 21/2 d 91/2 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW ISNOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO .•,• ',: +..LINTEL PER PLA(.7 N ;f; '`` ;.•'� �, •,.�: ." TRANSOM OPENING FRAME INFILL AROU1�6� WINDOW BY BUILDER ` SEE DOWEL PLAN FOR FILLED CELL INFO. SEE WF01/SD1 FOR MORE INFO MIN. (1) IS REQ'D ON •�.,', EITHER SIDE U.N.O. • '! "• '' (2) 2X8 SYP#2 P.T. HEADER '• • ' TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING + HANGER @ EA. END. W/ MAX. OPENING 4 FT "' ".'•.'' (14) 114" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE IINr "B" 10C11 "D„ INNI „B,. 11COW "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 55/8 91/2 20 3 55/8 12 1/2 24 #5 31/8 7 1113/4 25 33/4 1 7 151/2 30 #6 33/4 81/16 14 30 41/2 181/16 181/2 36 #7 43/8 9 13/16 16 1/21 35 1 51/4 19 13/16 213/4 42 13'-4" Ilk 6'-4" Ilk 16'-0" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED 1.!AN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS w N STANDARD UNTELS Q N STANDARD LINTEL NOTES o ,LEAR OPEEN',PG 8' UNFILLED 8F8 -1B / 8F8 -0B F16-1B/8F16-0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 11-6' 1 2231 1 3069/3069 6113/6113 8974/8974 10000 / 10000 7-2' 1 1783 3069 / 3069 6113/5163 8974/8054 10000/100 00 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 7-8• I 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. W 3'-Z' 1 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA, END 0 3'-4• ► 1006 1663 1134 9 5365 / 1999 7342/3123 10000/4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN ~ W O 4'-0" I 8'5.0 1651 / 1349 5365 / 1999 7342/3123 10000/4249 � � 4'-0' { 710 1423 / 1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT O � ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. Z v C9 5'-2' i 570 1232/1232 3480/2580 8360/3586 8825/4592 0 p > 6-2' 1 4E8 991 / 991 2661 / 2143 5681 / 2698 6472 / 3685 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD Q = P: 416 7521699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS U_ f- 8'-0 1 354 1 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 ADEQUATE FOR THE LOADS. �' ¢ 9'-2' 1 315 6181535 1 1533 / 1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS < W U O 10'-0' 1 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W O ¢ ¢ - 10'-E• 1 277 4921352 1254 / 1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. W LL W Q 00 11'-T 255 1 4711352 1075/1075 1838/1567 2883/2003 0 -r 1: O p 17-T 1 239 1 4181297 1075 / 1045 1838/1446 2883/1848 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL a f- g d SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS o @ O z 17-8" 1 0 1 3691261 1002/994 1697/1361 2630/1738 W 13'1' 1 0 1 328/0 1234/0 1779/0 2662/0 O W X 14'" 1 0 29210 1160 / 0 1660 / 0 2439 / 0 - w � O O -0 16'-0• 1 0 1 284/0 950/0 1379/0 1997/0 0_0 -0• -- — — - le'0 211/0 750/0 1177/0 1676/0 MATERIALS 18'-8' 0 142/0 598/0 1114/0 1468/0 1. f PRECAST LINTELS = 3500 PSI. W 24'-0' 0 18010 598/0 1024/0 1441/0 2, f PRESTRESSED LINTELS = 6000 psi. 0� 217-8' 10 14510 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8' 0 11010 450/0 824/0 1147/0 `e�1111I I l!lllll�i DD RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE �n �, I��� 00 CLEAR OPENING 8R6-1B/8R6-0B 8R14 -1618R14 -0B 8R22-1B/8R22-0B STRENGTH = 1900 PSI. �. ���� e•e••eoeeje "/� o W 0)2•-4• 1694/1694 3725 / 3280 5499 /5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE I :� `Zvi° e•'eo (L 7-r 1425/1425 3343 / 3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510, o : 4� Co' p O J = Y o 3'.0 0/1230 2769 / 2769 4085/4085 "2 > Uj WS Z " = z 3.1• 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE x 1-00- z 1, C) e Q 4.1• 846/833 2121 / 1716 3127/2839 0 d- :� •' i'ij J 5.1• I 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT /s�i�'r6,'•a•• ••. `•.�� Uj Q 6•.4• 526/434 1539 / 1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED �i� '0.0.00 o�C z Tr I 480/322 1334 / 1334 1964/1552 QUANTITY OF #5 REBAR @ ��ilell*IIIA r O 8-rc- 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY A LL 0 0 8F8-1B/1T -�— QUANTITY OF #5 REBAR AT TOP Lo 1) FOR F?EADER DEPTHS DEEPER THAN 32% USE VALUES FOR 32" DEEP HEADER 2) FOR H -FADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1 B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH U 0 TYPE DESIGNATION 0. O 8RF14-0B/1T O f•t' M 04 1 0 8F16 -013/1T 1-1/2" CLEAR a♦ V �` 3j Q _ o� o c0 8F20-1B/1T C9 x O,, z O 8F20-OB/1T � _ #5 REBAR AT TOP MIN. (1) REQ'D ,V„1 = 2 ¢ - > ¢ C.M.U. Z 8RF22-1B/1T Z - a♦ O t„ GROUT O ' 2 LO ' - #5 REBAR AT BOTTOM OF LINTEL K 8F24-1B/1T CAVITY z BOTTOM REINFORCING PROVIDED p4� O 8RF22-o6/1T 7_5/8 IN LINTEL (VARIES) 0 8F24-OB/1T 8" NOMINAL WIDTH ca O 8RF30-1B/1T FILLED O 8F32-1B/1T 1-1/2" CLEAR F— U O 8RF30-OB/1T s 8F32 -OB/1T U T #5 REBAR AT TOP MIN. (1) REQ'D C60 ¢ ¢ _ C.M.U. ' O 8F38 -1 B/1T W c LOz z O 8F12 -1 B/1T -06 g iv v 8F40 -0B/1T -�` + BOTTOM REINFORCING PROVIDED C> j Z O' i i O 7-5/8" ACTUAL IN LINTEL (VARIES) o n J 8 Ow 8178 -0B/1T 8 NOMINAL WIDTH L.L O UNFILLED z SAFE LOAD TABLE NOTES 1— Q 1 ' F 7 0 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J L Z O M LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/21'. SAFE LOADS FOR ALL j O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. Q 1= 2.0 = NOT RATED. v' 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR _ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING W iv ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. t] 0 V Q �- 00 �1 � N Z Cl) 0 Ln 2 00000In77. oWZ 0 -A 00 Q0= O H F- F IL •q #3=2Y2" #4=2Y2" STRUCTURALENG: BAD • _ #5=2Y2" • +r2 DRAFTING: a-STRUCT: TNA ;•. • SP FOS � I QC CHECK: MRB N ..B.. v a JOB No. TM- 2170333 EPA LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SCALE: AS INDICATED LINTEL PLAN- DATE: 03/24/2017 41D08 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" .I /C�n ^ �_On 5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited.