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420 Rocky Grove LnTHORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., Ism AMP 5ERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, LOT 96 - THORNBROOKE 40s GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: AMESBURY 1588 ELEVATION A I• BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1011.4 OF THE F.B.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 IS MAINTAINED. CEILING CON5TRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1!1 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH GARAGE LEFT F.B.C.R. - FH EDITION (2014) R1023.5. TAYLOR MORRISON REDRAW NOTES 02-21-11 CREATED LOT 5PECIFIC PLAN FOR LOT 96 IN THORNBROOKE 40s ELEVATION "A" GARAGE LEFT W/ PLAN OPTION5 INCLUDING: CABINET OPTION AT KITCHEN, LANAI EXTEN510N, MA5TER BATH OPTIONAL 51NK, VENT HOOD OUT5IDE, (4) CEILING FAN PRE-WIRE5 AND (4) RECE55ED CAN LIGHT5. 06-20-I1 COMPLETED REV15ION TO INCLUDE: REMOVED AIR HANDLER FROM ATTIC AND 1 Q CREATED A.N. CL05ET AT BACK OF GARAGE. MOVED DOOR FROM GARAGE TO ACCE55 THRU UTILITY ROOM AND MOVED ENTRY D00F / WINDOW BACK TOWARD LIVING ROOM S" 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 EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG I6 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) R103b1 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) R103b2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 2(b GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.CR 5TH EDITION (2014) R103b3 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) R103.6.5 OR IN ACCORDANCE WITH ASTM C 926. 5TUCCO CONTROL JOINT5: 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 SF. AND DELINEATE AREAS NOT MORE THAT 100 SF. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENING5: 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.I OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLICABLE) : I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN AGCORDANCE WITH SECTION R9051.6 AND 89051.6.1. 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) 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 II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89051.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052,1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAw IS DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM 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 VAw IS DETERMINED IN ACCORDANCE WITH SECTION R3011.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS IIF APPLICABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE IS 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 IS 104" AWAY OR CLOSER. TUB AND 5HOWER AREA5: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, CI325, OR CII16 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 1126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3. EXHAU5T FANS AND VENTING: SITE COPY (.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 INSIDE 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 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (I.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS 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 IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, 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 NAVE 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. REV. 09-29-2016 OSANFORDREVISION #17-1909 • JOB NUMBER 27002.106 • CAD FILE NAME LOT 96 X cu w 02-27-17 REVISED CU *o 0 JI.; C ' co CMN/ .22 iii Ln m .- >3j co LM L m l= . 0 0 �� n J 0 0�co 3�E€ iIP 0 o Za • JOB NUMBER 27002.106 • CAD FILE NAME LOT 96 ISSUED 02-27-17 REVISED 06-20-17 O 1J.1 SLU y�*l s.5 Z .� •s 1 •0 0 00000•11 � n00000 a z 00 V) CY= ce z � 00 F� ko DAVIS BEWS DESIGN GROVP O 150 STATE STREET EAST 01 oBMAI; ,11COMA 34677 813.925.1300 TEE. 813. 925. 1800 FAX W W W.DAVO EWS.CAM TAMPA • EAUI V A �- FST. 1994 et:�--- 1J.1 SLU y�*l s.5 Z .� •s 1 •0 0 00000•11 � n00000 a z 00 V) CY= ce z � 00 F� 1588.1 •TITLE • COVER SHEET GENERAL NOTES • SHEETcov • E Go 'amC az `�e ko O O 1588.1 •TITLE • COVER SHEET GENERAL NOTES • SHEETcov • E Go 'amC az `�e a S r PAVER DRIVE / LEAD WALK 2'-0" HE41IIIIIIIIIIIIIN . so 0 TAYLOR MM15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 51.15TERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * s &wt,* SANFORD SLAB INTERFACE PLAN SCALE: 1/4" : 11.011 GARAGE LEFT 27002.106 CAD FILE NAME LOT 96 G.C. VERIFY ACRYLIC _ REVISED C O �0 � ON LANAI Mco vi N� 2COO 3' -6"x3'-6" �_ , L 0WLL A/C PAD 811 811 8" 8" 2� � J � n0 9 (VERIFY ELEVATION L LOCATION) 15'-2" b'-2" O 64" Z 20 �o ;Q 1112 RECE55 411 P.V.C, FOR 5G.D. e REFERENCE Ha - ELEVATION (i) 0'-0" 4'4' Cal \,l o TILE SEAT — -� I/ _ sw ABV. W/ DISP D m � II HEAD M ELEVATION I� l-) 0'-411 3'-4" II' -911 REF. �___� PROVIDE WATER LINE FOR ICE MAKER 21 /All fl-QY �I QII 22'-8" e Q II II II II � REFERENCE a' Il ELEVATION LA; w 0'-m" 151-10" 3'-b" 411 P.V.C. IF_ F 3/4" P.V.C. _fG"A/H AB3J r CONDENSATION / i 50 GAL.__ - - _ - DRAIN BY PLUMBER `� / W.H. 3/4" RECE55 i FOR ENTRY DR 811 13'-011 I 5'4' OJ 4'-111 T-111 J 31-Q" Q11 CCJJ V I I ELEVATION LEVATION REFERENCE ----------- � l-0'4 ELEVATION w 00'-0" ELEVATION CJ I --------=---------------, - -----------------=�= r o e -' 8" GM.U. l DRYER I I WASHER I I o WALL ABV. J L ai I I _ 8" I 18'-811 all 51-811 GJ 41-411 I I � I PAVERS O NB_ i i � ELEVATION a O10-6, a� a, I on 11/2" RECE55 FOR GAR DR PAVER DRIVE / LEAD WALK 2'-0" HE41IIIIIIIIIIIIIN . so 0 TAYLOR MM15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 51.15TERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * s &wt,* SANFORD SLAB INTERFACE PLAN SCALE: 1/4" : 11.011 GARAGE LEFT JOB NUMBER 27002.106 CAD FILE NAME LOT 96 K co w 02-27-17 REVISED C O �0 J Mco vi N� 2COO L 0WLL 00 2� � J � n0 9 L Z 20 �o JOB NUMBER 27002.106 CAD FILE NAME LOT 96 ISSUED 02-27-17 REVISED 06-20-17 O>pm 11►1111111/ r DAVIS BEWS DESIGN GROVP O 150 STATE STREET EAST OUXMAR, RORMA W77 813.923.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWSCAM TAMPA • DENVER EST. 1994 F� 11►1111111/ 1588 , • TI TLE • SLAB INTERFACE PLAN • SHEET • Lid On c+q Y co m0 i a Z Ij v J >o � O O>pm 1588 , • TI TLE • SLAB INTERFACE PLAN • SHEET • Lid On c+q Y co m0 i a Z Ij v J >o ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.CR - 5TH EDITION (2014). TO SHEET 2A2 FOR A/C PAD x MAIN FLOOR DIMENSIONS A/C (VERIFY LOCATION) TEMP. GL. ON 6" H. BATH2 TYPICAL MASONRY 2x8 LOW WALL W/ 26x68 VINYL WINDOW SCHEDULE MARBLE GAP (SE E g WINDOW WIDTHS TAI ON SN T 2C) 32" H. � �W 20 21" 31" 53" LAV. T p WINDOW CALL -OUTS OPT. CAB.— N_ 26" 12 5H 1/2 32 5H 22 5H 32 5H 1-4W °LL• m 0 0 = 39" 1 13 SH 1/2 33 5H 23 SH 33 5H J LLz�� LINE OF GARAGE DOOR IN OPEN POSITION 0 51 - - - _ 14 5H 1/2 34 5H 24 5H 34 5H Q z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H Z P-4 I I 12" � 16 5H 1/2 36 5H 26 5H 36 5H o I G.C, VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, V) Lu WINDOW 51ZE5 AND INSTALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5. z 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (SINGLE HUNG -54 CA5EMENT- C511T, OR FIXED GLA55- F.GJ TO SHEET 2A2 FOR A/C PAD x MAIN FLOOR DIMENSIONS A/C (VERIFY LOCATION) TEMP. GL. ON 6" H. BATH2 2x8 LOW WALL W/ 26x68 VINYL x 2 MARBLE GAP (SE E g too TAI ON SN T 2C) 32" H. � �W DEL EE 0 9Z9 Qiv �ci Lu T.OM. 9'-4" AFF. (2) 26 SH. HD, AT 84" * EGRE55 MASTER SUITE 13'-10"x12'-0" 9'-4" FLAT CLG. M. BATH CLG. GARDEN TUB 22" H. TUB DECK Will- 04' �s 8a r� - -4 I BOTT. OF LINTEL AT 84" AFF. LANAI G.C. VERIFY ACRYLIC „ ON LANAI 16 -0 x6 -8 9'-4" PLT. HT. 6-06-0 TEMP. 5.GD 9'-4" CLG. I� a F 36"x22" ATTIC L ACC955 YL I N � 24" GL. HEAD 2 . R/5 I'-8" H. AFF I TILE SEAT BEDROOM 2�; Ok 10'-8"x10'-4" I a 9'-4" FLAT CLG. PLANT SHELF TOP AT 64"t - BATH 2 '-0" BEDROOM 3 10'-8"x10'-0" 9'-4" FLAT CLG. 050 GAL, W.H. U 12" DEEP BASE AND UPPER CABINETS 9'-4" BATH2 CLG. 26x68 VINYL x 2 CLG. -� too Xo 32" H. � �W VANITY m W.C. LAV. T BEDROOM 3 10'-8"x10'-0" 9'-4" FLAT CLG. 050 GAL, W.H. U 12" DEEP BASE AND UPPER CABINETS 9'-4" CLG. LJ II x 2 150 STATE STREET EAST OUM MR, ROEUDA 34677 813.92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • Dir 4\10k II too Xo I � �W 18' -8"x20' -O" I V/ p 9'-4" PLT. HT. OPT. CAB.— N_ 3'� co L _o °LL• m 0 0 DRYER VENT PLANT SHELF TOP AT 84" WE I INSULATE WALL 54"42" ATTIC ACCESS _ L (2) 26 TEMP, 5H. HD. AT 8'-0" FAMILY ROOM 14'-8"x13'-4" 9'-4" FLAT CLG. 39" H. KNEE 42" H. WALL COUNTERTOP ------ 2x8 WALL 00 I „ IL O.H. lu SINK Do I o W/ DI5P KITCHEN o 9'-4" FLAT CLG. O U � Id BRKFST -- 9'-4" FLAT (� CLG. O.H.C. DINING ROOM 15'-4"x10'-6" 9'-4" FLAT CLG. LIVING ROOM 15'-4"x10'-6" 9'-4" FLAT CLG. NOTE: ALL INTERIOR ANGLE WALL5 ARE AT 45° A yc 2C \ <" PAVER DRIVE / LEAD WALK 3A2 FLUSH FRAME TO FURRING - N rc--� / 2C UTIL. 2-8x6-8 S.C. 9'-4" W/ CLOSER CLG. HANSEN' _ _ BOX COPT. 1 I -OPT. 1 DRYER I I WASHER __J 2020 F.G. ND. AT 6'-8" ENTRY 9'-4" PLT. HT. PAVERS t.OM. \-BOTT.OF V-4� HEADER AT AFF. 84" AFF. T.O.M. 9 —4 AFF. e N Qk "Ak 2x FRAMING (TYP. AT DOOR) T.OM. 9'-4" AFF. REFER TO SHEET 2A2 FOR MAIN FLOOR DIMENSIONS 41Y 0 VFW HATCHING LEGEND INSULATE WALL LIVING GARAGE ENTRY LANAI GARAGE DAVIS BEWS DESIGN GROVP x 2 150 STATE STREET EAST OUM MR, ROEUDA 34677 813.92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • Dir 4\10k C too WALLATE— 00 � �W 18' -8"x20' -O" I 5./ V/ 0 9'-4" PLT. HT. OPT. CAB.— N_ 3'� co L L °LL• m 0 0 DRYER VENT @- (SEE DETAIL) LLz�� LINE OF GARAGE DOOR IN OPEN POSITION o� o Z��v - - - _ 2x6 WALL i - Q I I � o I U I 0 I6-00-0 O.H. GARAGE DOOR PAVER DRIVE / LEAD WALK 3A2 FLUSH FRAME TO FURRING - N rc--� / 2C UTIL. 2-8x6-8 S.C. 9'-4" W/ CLOSER CLG. HANSEN' _ _ BOX COPT. 1 I -OPT. 1 DRYER I I WASHER __J 2020 F.G. ND. AT 6'-8" ENTRY 9'-4" PLT. HT. PAVERS t.OM. \-BOTT.OF V-4� HEADER AT AFF. 84" AFF. T.O.M. 9 —4 AFF. e N Qk "Ak 2x FRAMING (TYP. AT DOOR) T.OM. 9'-4" AFF. REFER TO SHEET 2A2 FOR MAIN FLOOR DIMENSIONS 41Y 0 VFW HATCHING LEGEND INSULATE WALL LIVING GARAGE ENTRY LANAI • JOB NUMBER 27002.106 • CAD FILE NAME LOT 96 ISSUED 02-27-17 REVISED 06-20-17 DAVIS BEWS DESIGN GROVP x 2 150 STATE STREET EAST OUM MR, ROEUDA 34677 813.92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • Dir 4\10k C too 00 � �W N' V/ C cm �.. 3'� co L L °LL• m 0 0 � Jl n � � O @- E0 LLz�� t*N `N �m o� o Z��v • JOB NUMBER 27002.106 • CAD FILE NAME LOT 96 ISSUED 02-27-17 REVISED 06-20-17 V ,%uiutr1 SANFORD • 1588 1589 S.F. 399 S.F. 78 S.F. 107 5.F. TOTAL 5Q. FT. 2173 S.F. MAIN FLOOR PLAN NOTES GARAGE LEFT • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • Luv J co DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUM MR, ROEUDA 34677 813.92.5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • Dir 4\10k -_ FST. 1994 V ,%uiutr1 SANFORD • 1588 1589 S.F. 399 S.F. 78 S.F. 107 5.F. TOTAL 5Q. FT. 2173 S.F. MAIN FLOOR PLAN NOTES GARAGE LEFT • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • Luv J co REFER TO 5HEET 2AI FOR MAIN FLOOR NOTING a s r 11 4 99, \s\() SANFORD IN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 140 GARAGE LEFT • JOB NUMBER 27002.106 • CAD FILE NAME LOT 96 ISSUED 02-27-17 REVISED 06-20-17 pC 1*40 O DAVIS BEWS DESIGN GROUP J 150 STATE SMEFr E&ST OL D6MAR, R UOMA 346-7 813.92-5. 1300 TM 813.92°5.1800 FAX W W W.DAVISBEWSCAM TAMPA • DENVER K W w o C 0 r0 o J �0 co 2N`'M L >�; L L °m�• 00'o o_ cc 0 aC0 3�E 1 L C m �CO�n 0. 0 2��� • JOB NUMBER 27002.106 • CAD FILE NAME LOT 96 ISSUED 02-27-17 REVISED 06-20-17 �,IllllllfO/ sm r .Z r y i wA •s O T . mob°'•••.....••• 0 z 00 �c V) m z � 00 F� pC 1*40 O DAVIS BEWS DESIGN GROUP J 150 STATE SMEFr E&ST OL D6MAR, R UOMA 346-7 813.92-5. 1300 TM 813.92°5.1800 FAX W W W.DAVISBEWSCAM TAMPA • DENVER EST. 1994 �_-- �,IllllllfO/ sm r .Z r y i wA •s O T . mob°'•••.....••• 0 z 00 �c V) m z � 00 F� 1588 , .TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET12 B • u1 V � J LO J �LL ca pC 1*40 O � J >= o _< 1588 , .TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET12 B • u1 V � J LO J �LL ca 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. BHANG IIP �a ROOF PLAN SCALE: 1/8" - 1'-0" 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) 7- RA15ED SAND FINISH / TEXTURED BANDING 3/4" THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND 54ND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063, THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 5TH EDITION (2014) R103b2 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGH75 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 FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA5546E OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F,B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.CR - 5TH EDITION (2014) 83122 Or, ionto SECTION AA SCALE: 1/6" - I'-0" 12 SHINGLE 12 ROOF 5.9 � 12 G SHINGLE 5.9 % ROOF TOM. TEXTURED TEMP = TEXTURED FINISH OBS FINISH . TEMPd, FINISH FLOOR LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/6" = 1'-0" 12 12 SHINGLE 5.9 12 ROOF Q 5.9 SHINGLE ROOF � TOM.- /7 T.O.M. T.OM. _ FINISH FLOOR LINE SHINGLE cp TEXTURED TEXTURED FINISH a FINISH TEMP. * CQ FINISH FLOOR LINE TEmJJ L - - FIN15H FLOOR LINE TEXTURED FINISH TEMP. GRADE LINE 1 (ASSUMED) REAR ELEVATION Z SHINGLE ROOF 7 SCALE: 1/8" - 1'-0" T — TEXTURED FIN15H Q GRADE LINE (A55UMED) RIGHT ELEVATION SCALE: 1/8" -- 14" 12 Q 5.9 12 Q 5.9 TYR RETURN AT SIDES FIN15H FLOOR LINE T.OM. 4 FINISH FLOOR LINE _ Remkls,014 <Z��\v D Wr, SAIF OF<o GARAGE LEFT • JOB NUMBER 27002.106 • CAD FILE NAME LOT 96 ISSUED 02-27-17 REVISED x W O C U �o 0 J �W Og�M tlf y L >5J; L L oW� 0 0 � C71n �JVo 0 U. _ Cf L N p . m o�'ron Z��°a GARAGE LEFT • JOB NUMBER 27002.106 • CAD FILE NAME LOT 96 ISSUED 02-27-17 REVISED 06-20-17 O ��®i`��i1 1111 � COD DAVIS BEWS DESIGN GROVP O 150 STATE STREET EAST OLIXMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925. 1800 FAX W W W.DAVISl1EWSC0M TAMPA • DENVER -�� EST. 1994-- ��®i`��i1 1111 15881 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • ELEVATION "A"3A2.1 � O O 15881 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • ELEVATION "A"3A2.1 MAIN DISCONNECT METER COMBO - SQUARE D LOT 96 REFER TO FLOOR 02-27-17 PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND O SERVICE BY POWER COMPANY 4/0 ALL CABLE A/C DISC. nP +14 AND V COPPER TO INSIDE LIGHTS AND OUTLETS PANEL 00 COPPER TO WATER NEATER 18 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO 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. ELECTfRICAL KED' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Twp. WEATHERPROOF DUPLEX OUTLET pFl GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Fgp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SuTcH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR ® SMCKE DETECTOR SMOKE / CARBON MONO. COMBO DETECTOR I< TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT 03 ELECTRIC METER = ELECTRIC PALL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c#' ROUGH -N FOR OPT. CEILING FAN c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE ITU J ROUGH -N FOR OPT. CEILING FAN NOTES" 1. PROVIDE AND INSTALL GROW FAULT CIRCUIT -INTERRUPTERS (GF.I) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS. ....14' TELEPHONE.. .14" (UNLESS ABV 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 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SINROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 110V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFL.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, NEL. 2011, F.BLR - 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 CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. A/C DISCONN. GF.I. NORIz— MAKE-UP LIGHTS G.C. VERIFY ALL SMOKE DETECTORS TO BE WARD-WIR=D W.P. GRI. FOR T.U.G. SERVICE H.B. W.P. 0 GHJ. MASTER SUITE \ < \ /> ROUGH -N \ FOR OPT. </\\% FA464T •GF.I. I M. BATH W.P. BEDROOM 2 /% ROIXGH-IN\ FOR or. � FANLIGHT �©� WP. �- BATH 2 GF. LIGHT AND j SWITCH I IN ATTIC CM SD I I woRIL--- n \ SD LIGHTS \\ ROUGH -N / FOR OPT </ > FAN/LIGHT BEDROOM 3 / GF.I. AT 48" AJ4 DISC. GARAGE LANAI W.P. GF.I. FAMILY ROOM ROUGH -IN FOR OPT. \ J FANLIGHT / r24 -�BRKFST PENDANT N — — (VERIFY) T" (VERIFY) + I I LOCATION) h -Q, 1 DINING ROOM PENDANT T (VERIFY) LIVING ROOM CM SD I — _— — PUSHBUTTON = i FOR GD. OPMR L — — f — J LIGHT AND SWITCH\ IN ATTIC G.F.I. CLG. FIXTURE 50 AMP ELEC. PANEL G.F.I. CLG. OUTLET FOR GD. OPENER r IRRIs. ------------------ GF.I. AT 48" I I COACH \ LIGHT PENDANT (VERIFY LOCATION) A, UTIL, II I I 220 V. J L _ J WP. \ GF.I I IAT 481 ----------- COACH LIGHT H.B. OUTLET +14N S P Al-O�v ��E PAv ELECTRICAL PLAN_ GARAGE LEFT JOB NUMBER 27002.106 CAD FILE NAME LOT 96 x ca w 02-27-17 REVISED 06-20-17mmC) 0oo O J N W co 2 R00) m L >JM L L °®�• 0 0 o_ ZJ'oo Q 1 00 3�E LL cm i = � m 60 N Za JOB NUMBER 27002.106 CAD FILE NAME LOT 96 ISSUED 02-27-17 REVISED 06-20-17mmC) Nr u W O0 z m 0(or) H 2 0� H 0 ch I F� >=O <- DAMSBEWS Davi s B Ews DESIGN GIiIOVP 150 STATE STREET EhSi OLDSMAR, F7ARIDA 34677 80. 925.1300 TEL 1588 • TITLE • ELECTRICAL PLAN4 • SHEET • 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA •DENVER. EST'. 1994 Nr u W O0 z m 0(or) H 2 0� H 0 ch I F� >=O <- DAMSBEWS Davi s B Ews DESIGN GIiIOVP 150 STATE STREET EhSi OLDSMAR, F7ARIDA 34677 80. 925.1300 TEL 1588 • TITLE • ELECTRICAL PLAN4 • SHEET • GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. 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 Win' U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. Fb = 2500 Ft = 1500 Fc ii= 3000 Fc j = 900 Fv = 285 Fb = 3000 Ft = 1700 Fc 11= 3000 Fc j = 900 Fv = 285 Fb = 2200 Ft = 1500 Fc ii= 2100 Fc j = 450 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 (12.7MM) GYPSUM BOARD. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN 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"4" 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 +1/7-1-1/8", 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 3/s' 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). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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 FOUNDATION PLAN WIND PRESSURE & SUCTION EFFECTIVE DOWEL PLACEMENT PLAN (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O5 (+) 21.2 (+) 21.2 10 - 22.9 (-) 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 NUMBER - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x 7'-0" CREATED ELEV. A,B,C AND A W/ LANAI (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM655 5 4 aI STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN V-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 ROOF FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS UPDATES NUMBER DATE DESCRIPTION 1 5/13/2014 CREATED ELEV. A,B,C AND A W/ LANAI 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, INC. is strictly prohibited. 0 u r FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1 AxW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 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. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE, SEE DTL MF09 AND MF10 ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 0 FOOTING SCHEDULE SYMBOLS LEGEND W " Q N 0 to O 0 W dp w/ #5's EQUALLY SPACED EA. O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 2 > J Q co O o z O BARS & 3" MIN. COVER TO EDGE OF CONC. IX dp w/ #5's EQUALLY SPACED EA. 2O24"x24"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. BARS & 3" MIN. COVER TO EDGE OF CONC. #5 CONT. FT.G TO TIE BEAM. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN Z BARS & 3" MIN. COVER TO EDGE OF CONC. yrsgr: 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (7) # 5 E.W. 3702"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. a dp w/ #5's EQUALLY SPACED EA. O36"x36"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN �< BARS & 3" MIN. COVER TO EDGE OF CONC. Z 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN W J BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN LL BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/#5's EQUALLY SPACED EA. O60"40"x16" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN RARR P.1" MIN rOVER TO Fnr.;: OF ('.CIN(: SYMBOLS LEGEND W " Q N 0 to O 0 W aoo W W Q o X _ a W 0 W O Q ( W ILL o M = 8U FLL- w CO -j O > 02 O W Qo R O 2 O 2 > J Q co O o z O TM - 2170330 IX 0— INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. O 111111111/// cv NONcc 4K eeeeeee I J-.4 6• LL 14, Z p�y o ul a-,Q� •iW y �/ • z ���'•f ee•eeeee.eee00 111 MIN (2) # 5 E.W. a • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. CC MIN (3) # 5 E.W. TM - 2170330 J AS INDICATED INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. MIN (4) # 5 E.W. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. MIN (4) # 5 E.W. #5 CONT. FT.G TO TIE BEAM. MIN (5) # 5 E.W. � Z MIN (5) # 5 E.W. yrsgr: MIN (6) # 5 E.W. O 0 MIN (7) # 5 E.W. MIN (8) # 5 E.W. a MIN (9) # 5 E.W. 9 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. o TO TIE BEAM (6'-8" O.C. MAX U.N.O.). a • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. CC TO TIE BEAM. TM - 2170330 J AS INDICATED INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 03/22/2017 INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. �q #5 CONT. FT.G TO TIE BEAM. W or" C�Ff'A� h FOUNDATION PLAN -1 1/4"= 1 1-011 1 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, INC. is strictly prohibited. 910 V z LU rn M aNr W 00 J Z � U J Uj QQ In O X STRUCTURAL ENG: BAD DRAFTING: -STRUCT: Z QC CHECK: CC JOB No. TM - 2170330 J AS INDICATED 0 03/22/2017 CL W � Z yrsgr: O z H Q O �< Z Q�� W J :D 0 Z O F- LL I- W r _ U O Q D Z M 0 C0 W Q �QY w 0000 2T -Ix I— pWz LL LU o a0 Of STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: CC JOB No. TM - 2170330 SCALE: AS INDICATED DATE: 03/22/2017 S2 v r - N 0 M ao M M A v ih 0 M 0 Lo 1'-4" V-4" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG TO TIE BEAM (g' -g" 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. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. (1) #5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL (1) #5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU X PLAN VIEW 00l+TIP1A1 'LlIMA/ MASONRY COLUMN TIE IN (1) CONT. #5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). J 1/2"=1'-0" I 0 0 0 0 s a� S FNF Ozo- DOWEL LAYOUT PLAN -9 1/411= 1 1-011 1 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, INC. is strictly prohibited. W a" C) 0 Xdo O w WM > w M. m. Z W c� 0z > CL U i=- LL O Q U w Cn o o m a W W Q o0 _ _ o a F- M o p @ O z > LU LL LU W 0 O O O CV oo TNA �� c� °° **09000°° i °°°° %z.- ui M a ao �2'��i Z d 6.' � s Y ,J Z s� LL risi 0 AS INDICATED iW `o iZ is 5 z° \ @ J Uj °°°°O°*see°°° ♦ z < 00 LL U0 0 M N Z • � r U C O o V��� �9 U am STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: z LU JOB No. TM - 2170330 SCALE: AS INDICATED DATE: 03/22/2017 Q� J z �I CL ~ J W Z •• o� W O F- z J F- F- C) 0 I— W W Fn 0 a zCo0OW cr)w �aY 0000 0 a Lo I- 0Z LLJ O Q0= a. STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: CC JOB No. TM - 2170330 SCALE: AS INDICATED DATE: 03/22/2017 S3 C1 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND 0 = 9'-4" T.O.M. = 11'-0" T.O.M. ® = 12'-0" T.O.M. - = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. 1E wM)mv— SANFORIJ ROOF FRAMING PLANI 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, INC. is strictly prohibited. W o a" C) 2 0 a>o Uj2Uj > LU O O 0 � Q w � � 0- U- 0 Q U) O O Q o 0 U- m < 00 W 0 O `p @ 0 z_ > U- 0 v X a M ° 0 0 0 0 W r.. N oo uirn °°••••••°°° M VZ. W o0 0 os Y s .� �= J Z VCD o ¢ O• Z Q U 0 M LL 0 z0 am Z Q J CL Z LL LU L= F- O I- O W F- W 1) W IZ a to z 0 W O w rx 0000 0 0 JZ J W M Q0= Z U) w� 0 z�� J v OZa Z O 2 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: QC CHECK: �� JOB No. SCALE: DATE: 1/4"= 1 1-011 TNA CC TM - 2170330 AS INDICATED 03/22/2017 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z a W a O w 2 z 0 a 2 AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D — PRECAST "U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS v° .j � v •III ° ZBOTTOM STEEL IN LINTEL IF • ° INDICATE -SHOULD HOOK INTO VERTICAL CELLS PER MD08 ROUGH OPENING PER PLAN METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 v •-1 A •14 A TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK WWa TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR U_ 0- W W STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR IfI I I lV] ;d SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 NO -SHEAR WALL T OPENING VIC11 TYPI AL SHEAR WA L SEGMENT 11601 I.C., 4 LINTEL PER PLAN 17/8 d 7 15 • 41/4 d 18 #4 v. 5 5/8 91/2 n 3 55/8 �'.:. • TRANSOM OPENING 31/8 IfI I I lV] TYPICAL MASONRY CONSTRUCTION ;d SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 NO -SHEAR WALL T OPENING VIC11 TYPI AL SHEAR WA L SEGMENT 11601 I.C., "D11 LINTEL PER PLAN 17/8 41/4 7 15 21/4 41/4 TYPICAL MASONRY CONSTRUCTION 1 IAIT{=1 VA// TPAKICCIM n1=TA►11 SCALE: 3/4" = 1'-0" SEE DOWEL PLAN FOR FILLED CELL 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 HANGER @ EA. END. W/ (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) ;d SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 "A:f "B" VIC11 „Dff "All 11601 I.C., "D11 LINTEL PER PLAN 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 �'.:. • TRANSOM OPENING 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 FRAME INFILL AR0Ul_� 43/8 913/16 161/2 35 • 9 13/16 WINDOW BY BUILDER 42 •.; ' • SEE WF01/SD1 FOR / \ MORE INFO •: •. i.I'. 4'. .i '.:�; • DOOR OR WINDOW OPENING ,'. MAX. OPENING 4 FT ..:q. 1 IAIT{=1 VA// TPAKICCIM n1=TA►11 SCALE: 3/4" = 1'-0" SEE DOWEL PLAN FOR FILLED CELL 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 HANGER @ EA. END. W/ (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) ;d GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 "A:f "B" VIC11 „Dff "All 11601 I.C., "D11 #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 913/16 161/2 35 51/4 9 13/16 213/4 42 LAP SPLICE EMBEDDED U ADO* REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" STANDARD 90° HOOK L STANDARD 180° HOOK #3=2Yi' #4=2Y2" #5=2Yi' #6 = 3" #7=3Y2" 8"x8"x16"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 PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE ;d STANDARD LINTEL NOTES STANDARD LINTELS "LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1 B / 8F32 -OB 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/ 8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 EMBEDDED U ADO* REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" STANDARD 90° HOOK L STANDARD 180° HOOK #3=2Yi' #4=2Y2" #5=2Yi' #6 = 3" #7=3Y2" 8"x8"x16"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 PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES STANDARD LINTELS "LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1 B / 8F32 -OB 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/ 8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4"06 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 8 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883 /1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676 / 0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. 2, fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 20'-0" 0 180 / 0 598 ! 0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1 1376/0 22'-8" 0 110/0 450/0 824/0 1 1147/0 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN 13'-4" Id N M 16'-0" 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LINTEL RECESSED LINTELS -FILLED O CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/5421 2'-8" 1425/1425 3343/3280 4933/4933 3'-0" 1230/1230 2769/2769 4085/4085 3'-4" 1081/920 2769/1716 4085/2839 4'-4" 846/833 2121 / 1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 6'-4" 526/434 1539/1539 1329/2267 7'-.4" 480/322 1334/1334 1964/1552 8'-4" 415/235 1152/1152 1694/1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN 13'-4" Id N M 16'-0" 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LINTEL DESIGNATION SCHEDULE O 8RF22-1B/1T O F = FILLED WITH GROUT O 8RF22-0B/1T QUIREMENTS U = UNFILLED R = RECESSED O 8RF30-1B/1T 0 QUANTITY OF #5 REBAR @ O 8RF30-OB/1 T 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING F6-16/17 BOTTOM OF LINTEL CAVITY 8F16-1B/1T r- z RRETEL 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 8-1B/1T �QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH 8" NOMINAL WIDTH F14-16/17 FILLED 16-1B/1T TYPE DESIGNATION a 0 8RF14-0B/1T O 8F16-OB/1T Oc 8F20-1B/1T O 8F20-OB/1T O 8RF22-1B/1T O 8F24-1B/1T O 8RF22-0B/1T O 8F24-OB/1T O 8RF30-1B/1T 0 8F32-1B/1T O 8RF30-OB/1 T U 8F32 -0B/1T O 8F38-1B/1T O 8F12 -1B/1T O 8F40 -0B/1T Ow 8F8 -0B/1T O H 2 J (� 0 _ : azz Co O LO CD 7-5/8" ACTUAL 8" NOMINAL WIDTH 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 4_4/1)11 P41 =AD 70P MIN. (1) REQ'D BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLE NOTES W 0 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED wco xl' 00 -J 0co :' RECESSED LINTELS BASED ON 4" NOMINAL BEARING. a 2. 0 = NOT RATED. Nkv O� a 6 0 Qz Z 0 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR e 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING co ui 0 m IL r- z 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 7-5/8" ACTUAL 8" NOMINAL WIDTH 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. FILLED H 2 J (� 0 _ : azz Co O LO CD 7-5/8" ACTUAL 8" NOMINAL WIDTH 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 4_4/1)11 P41 =AD 70P MIN. (1) REQ'D BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLE NOTES W 0 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED wco xl' 00 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL - • c * RECESSED LINTELS BASED ON 4" NOMINAL BEARING. LLI 00 2 Z 2. 0 = NOT RATED. Nkv O� a 6 0 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Z 0 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 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. m IL 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 1SUPPORT. 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. a> 0 O Uj w 2 > wof O < > Q w IZ v P LL O Q U r 0 0 pU m a w � 2 0 0 W X 5 W +,��er"�... � off'♦'' � r ��� ••®•eeoo••���//�/' C -j W 0 ad wco xl' 00 d. T_ - • c * 0 O • J a 00z� LLI 00 2 Z IJW\� z�� Nkv O� a 6 •®•000. • O ®��, Z 0 °���taa�eeee O m IL `./ 0 �, Na C) ♦Cy co Itt ♦ ♦�� J o o U O 0 V Q G9`O U z' O am V LU ad z�� J Oa 5O rj O - � Q 0 Z 0 OW w �QY 0 00 0 1 pWZ _ LU moo= — o CL STRUCTURAL ENG: BAD DRAFTING: A U1__F0 1 n1NN-STRUCT: TNA QC CHECK: CC """ JOB No. TM - 2170330 SCALE: AS INDICATED LINTEL PLAN DATE: 03/22/2017 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 8ASSOCIATES, INC. is strictly prohibited. 1/8'1=11-011 S5 THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, W,H.,150 AMP SERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. LOT 293 - THORNBROOKE 40s GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R, - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C,-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT AMESBURY 1588 ELEVATION A NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED, CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH GARAGE LEFT HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS 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 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) R1023.5. TAYLOR MORRISON REDRAW NOTES 02-21-11 CREATED LOT 5PECIFIC PLAN FOR LOT 293 IN THORNBROOKE 406 ELEVATION "A" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: SHOWER I.L.O. TUB AT BATH 2 AND (2) CEILING FAN PRE-WIRE5. PLAN REVISIONS 01-03-11 COMPLETED REV15ION TO INCLUDE: REMOVED AIR HANDLER FROM ATTIC AND 0 CREATED A.H. CL05ET AT BACK OF GARAGE MOVED DOOR FROM GARAGE TO ACCE55 THRU UTILITY ROOM AND MOVED ENTRY DOC / WINDOW BACK TOWARD LIVING ROOM 8" 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 EXTERIOR FINISI-IES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 5TH EDITION (2014) R103b1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL 5E ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/6 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 F.B.C.R. - 5TH EDITION (2014) R103.62 AND ASTM C 926, PER F.B.C.R 5TH EDITION (2014) R103b.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 2(b GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) R103b3 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 FB.C.R 5tH EDITION (2014) R103.65 OR IN ACCORDANCE 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 SF. AND DELINEATE AREAS NOT MORE THAT 100 SF. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS, EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FL45HING: 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 R103.8. WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE, FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ASPHALT 5HINGLE5 (IF APPLICABLE) : I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND 89052.6.1. 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) 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 II OR TYPE IV OR ASTM 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 UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89051.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAo IS DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM 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 Vast IS DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE IS 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 IS 104" AWAY OR CLOSER. TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM 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 SHOUTER AREAS. TERMITE PROTECTION: I, PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, RECORD COPY MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURBISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WOWING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRICTED OF A MIN. IT& GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO 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 MI4113. EXHAU5T FANS AND VENTING: 1. 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 INSIDE 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 (1514 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS 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 IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 'THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." ����_DING 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: saNFORD 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 o- `� BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CDNSTRUCTION. 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. REV. 09-29-2016 R�v\S\ON #11.19oY JOB NUMBER 27002.118• CAD FILE NAME LOT 293 x 03-06-17 REVISED C U'C J h� MNCEO� .2N`/M N y D Jco 0 0 N En O r. 08 �t:cm t 0ico �� �� Z_�a JOB NUMBER 27002.118• CAD FILE NAME LOT 293 ISSUED 03-06-17 REVISED 07-03-17 U3 w W.z Z 0 61*17/1111 1 o z 0 UO z One, 0 M O�1 DAVIS BEWS DESIGN GROVP J 180 STATE STREET EAST OLA6MAR, RXMMA 34677 813. 925. 1300 TEL 80. 925. 1800 FAX W W W.DAVLSBEWS.C.OM TAMPA • DENVER EST. 1994 e�_- U3 w W.z Z 0 61*17/1111 1 o z 0 UO z One, 0 M O�1 N J >= 1588 • 17 TLE • COVER SHEET GENERAL NOTES • SHEETcov • LLE a. ch m o Y o0 o Q Z J W CJ _1 U. m 0 ELEVATION l00-4" -)'-4" � e r SHOWER RECESS 3/4" P.V.C. CONDENSATION DRAIN BY PLUMBEF 2 - PAVER PAVER DRIVE / LEAD WALK 30'-0" al ELEVATION (-) 0'-4" U a r »`,ORMORR15ON USE5 30RA-CARE TO TREAT THE ti EROR FRAMED WALLS TO = `ENT 5UBTERRANEAN �Ri"TES G: VERFY THAT DECO DRAIN 15 46-ALLED AT PLANTER5 BE -XB WALKWAY AND GARAGE * * * * * SLAB INTERFACE PLAN GARAGE �LEFT 27002.118 • CAD FILE NAME LOT 293 ISSUED 03-06-17 REVISED A/C PAD o 3'-0"xl'-0.. CONC SLAB G.C. VERIFY ACRYLIC U 'o o (VERIFY 0 ON LANAI LOCATION) oo�� 4" P.Y.C. 11/2" RECE55 L FOR S.G.D. L ` m IL • 00 � J a3�E O o�C0 0 1 �.t_o) ELEVATION t 0. o l ) 0'-411 OZ Zr20 a REFERENCE ELEVATION_ w 0'-0" w r 15'-2" 2'-8" 4'4" �I TUU GaRDENIfe M TILE SEAT — Sic D1U. 5 ABV. W/ DISP t I� f HEAD ELEVATION O 0'-4" b' 0" 3'-4" II' -9" 8' -II" c—_=c I REF. L—=J PROVIDE WATER LINE FOR ICE MAKER 8" 2'-1" I'-1" " 2'-6 22'-8" a REFERENCE OL ELEVATION HEAD ` LAV. l +) 0' 0" — x — ----- Q 1 N 4" P.V.C. Ir — F -7 ZAIH ABJ 1 50 GAL. "• -- _ = — — - W.N. = I 3/4" RECE55 I FOR ENTRY DR. 811 13'-0" I 5'-8" 4'-3" 2'-I" 3'-8" 8" I I ELEVATION REFERENCE (-) 0'-4° J, ELEVATION o T (+) 0'-0 I U � o I v -------CJ.---------------�-- C.J. ------------------ -- F oPT-1 roPr. — 1 r l e 8" crl u. I DRYER I I WA& ER WALL ABY. --JL -.J 8" I IS' -8" I 8" 5'-8" 41_4" I I i PAVERS ELEVATION I I , 11/2" RECE55 FOR GAR DR 'ao AA 3A2 I('-0" 2'•0" -0" 8'-0" -0" 20'-0" ELEVATION (-) 0'-4" U a r »`,ORMORR15ON USE5 30RA-CARE TO TREAT THE ti EROR FRAMED WALLS TO = `ENT 5UBTERRANEAN �Ri"TES G: VERFY THAT DECO DRAIN 15 46-ALLED AT PLANTER5 BE -XB WALKWAY AND GARAGE * * * * * SLAB INTERFACE PLAN GARAGE �LEFT • JOB NUMBER 27002.118 • CAD FILE NAME LOT 293 ISSUED 03-06-17 REVISED X G w o < U 'o o 0 J oo�� L JM L ` m IL • 00 � J a3�E O o�C0 0 1 �.t_o) t 0. o OZ Zr20 a • JOB NUMBER 27002.118 • CAD FILE NAME LOT 293 ISSUED 03-06-17 REVISED 07-03-17 o < ````��1111111 V `` or ♦ '=w co =c� d z ''�� � • ••00000� O 0 z 0(f)z o �c O ow*iM DAVIS BEWS DESIGN GROVP J Iso STATE STREET FAST 01ABMAk HAMA 3!677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVM3EWS.00M TAMPA o DENVER --�� EST. 1994 F-d- ````��1111111 V `` or ♦ '=w co =c� d z ''�� � • ••00000� O 0 z 0(f)z o �c 1588 , • TITLE • SLAB INTERFACE PLAN ' SHEE • to a: cri M NJ Go a z H J WV C J �+ LL ca o• � i A-% a=Q= .0 _(i -♦ tW �� ``� _% O ow*iM N J F� >= o < 1588 , • TITLE • SLAB INTERFACE PLAN ' SHEE • to a: cri M NJ Go a z H J WV C J �+ LL ca o• � i A-% a=Q= .0 _(i -♦ tW �� ``� _% ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. 5TH EDITION (2014). REFER TO SHEET 2A2 FOR MAIN FLOOR DIMENSIONS TEMP. GL. ON 6" H. — 26 LOW WALL W/ MARBLE CAP (SEE DETAIL ON SHEET 2C) 3' 6"x3' 611 3'-0"x1'-0" A/C PAD CONC. SLAB (VERIFY (2) 26 5H. LOCATION) HD. AT 8411 I * EGRESS d o v MASTER SUITE 13'-10"x12'-0" 9'-4" FLAT CLG. 18* 22 H.TUB DECK i G.C. VERIFY ACRYLIC ON LANAI 6-04-0 TEMP. S.GD z _ Ulf co ' a LL - Lu GARDEN CLG. TUB I > r 36"x22" ATTIC II acc�sa J! M. BATH X CLG. Lu 2C 24" GL. HEAD L 2 R/S 1'4' H. AFF TILE SEAT BEDROOM 2 10'-8"x10'-4" 9'-4" FLAT CLG. I °� PLANT SHELF TOP AT 8'-0" . TILE TYPICAL MASONRY ----- SHOWER WINDOW SCHEDULE LL x 0 WINDOW WIDTHS �c OOI to o 20 21" 31" 53" H SINK D.W. CLG. WINDOW CALL -OUTS m 32' H. VANITY rOPT. 1 FoF 1 o HEAD DRYER II WASHER LAV. 9'-4" PLT. HT, w v � 26" DRYER VENT 12 5H 1/2 32 5H 22 5H 32 5H W PAVERS S r' J I ------ _ —2x6WALL7 T to -m 6. 4a ZV20 = 39" 13 5H 1/2 33 5H 23 5H 33 5H J I e 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" g 15 5H 1/2 35 5H 25 51-1 35 SH '—' 0 I z_ 16-0x1-0 OH, GARAGE DOOR I I 12"16 5H 1/2 36 514 26 5H 36 5H �c C.C. VERIFY M45ONRY OPENINGS FOR ALL WINDOWS, n cLu WINDOW 51ZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED 151NCLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLASS- F.GJ REFER TO SHEET 2A2 FOR MAIN FLOOR DIMENSIONS TEMP. GL. ON 6" H. — 26 LOW WALL W/ MARBLE CAP (SEE DETAIL ON SHEET 2C) 3' 6"x3' 611 3'-0"x1'-0" A/C PAD CONC. SLAB (VERIFY (2) 26 5H. LOCATION) HD. AT 8411 I * EGRESS d o v MASTER SUITE 13'-10"x12'-0" 9'-4" FLAT CLG. 18* 22 H.TUB DECK i G.C. VERIFY ACRYLIC ON LANAI 6-04-0 TEMP. S.GD z _ Ulf co ' a LL - Lu GARDEN CLG. TUB I > r 36"x22" ATTIC II acc�sa J! M. BATH X CLG. Lu 2C 24" GL. HEAD L 2 R/S 1'4' H. AFF TILE SEAT BEDROOM 2 10'-8"x10'-4" 9'-4" FLAT CLG. I °� PLANT SHELF TOP AT 8'-0" . (2) 26 TEMP. SH, HD. AT 81.0" FAMILY ROOM 14'-8"x13'-4" 9'-4" FLAT CLG. 3911 H. KNEE 42" H. TILE WALL COUNTERTOP ----- SHOWER 03-06-17 LL x 0 BATH 2 2-6x 6 8 UTIL. OOI to o � V-41 VINYL CP W/CLOSER CLG. SINK D.W. CLG. I o a BOXENTRY m 32' H. VANITY rOPT. 1 FoF 1 o HEAD DRYER II WASHER LAV. 9'-4" PLT. HT, w v � u DRYER VENT (2) 26 TEMP. SH, HD. AT 81.0" FAMILY ROOM 14'-8"x13'-4" 9'-4" FLAT CLG. 3911 H. KNEE 42" H. 27002.118 ' WALL COUNTERTOP ----- 2x8 WALL 03-06-17 REVISED x 0 O.H.C. UTIL. OOI to o IL 18'-8"x20'-0" 0 W/CLOSER CLG. SINK D.W. HANSEN I o W/ DISP BOXENTRY KITCHEN rOPT. 1 FoF 1 9'-4" FLAT CLG. DRYER II WASHER O 9'-4" PLT. HT, w v � u DRYER VENT � to BRKFST w 0 9'-4" FLAT iE7791771 n CLG. O.H.C. - --- LI I1 I co �- u DINING ROOM �) 9 15'-4"x10'-6" 9'-4" FLAT CLG. BEDROOM 3 r 10'-8"x1 o' -o" 9'-4" FLAT CLG. I "' 1� �� la ci PLANT SHELF T TOP AT 84" I 050 GAL. W.N. WALL 54"x22" ATTIC ACCESS L --� LIVING ROOM 15'-4"x10'-6" 9'-4" FLAT CLG. NOTE: ALL INTERIOR ANGLE WALLS ARE AT 45' a ti,� 2c tiF u u� uj I? FLUSH FRAME r TO FURRING GARAGE PAVER DRIVE /LEAD WALK AA 3A2 27002.118 ' CAD FILE NAME 2C INSULATE -� 03-06-17 REVISED x 0 UTIL. to o 2 8x6 8 S.G. 9'-4" 18'-8"x20'-0" 0 W/CLOSER CLG. HANSEN 9'-4" PLT. HT. I SHl OPT, CAB.— BOXENTRY rOPT. 1 FoF 1 Lm DRYER II WASHER Q 9'-4" PLT. HT, L Lo��. DRYER VENT 2020 F.G. 0 0 HD. AT 6'-8" LINE OF GARAGE DOOR IN OPEN POSITION (SEE DETAIL( PAVERS o= C0 rL 0a r' J I ------ _ —2x6WALL7 T to -m 6. 4a ZV20 a I I e I 13 0 I 16-0x1-0 OH, GARAGE DOOR I I PAVER DRIVE /LEAD WALK AA 3A2 TOM. BOTT. OF 9_Ali HEADER AT AF`Ff. 8411 AFF. N ci TOM. 0 2x FRAMING (TYP. AT DOOR) oc Lu Lu u_ a T.O.M. 9'-4" AFF. REFER TO SHEET 2A2 FOR MAIN FLOOR DIMENSIONS O HATCHING LEGEND INSULATE WALL LIVING GARAGE ENTR'' LANAI �e►t�t0 1589 S.F. 399 S.F. 1 S S.F. 10-1 S.F. TOTAL SQ. FT, 2113 5.F• MAIN FLOOR PLAN NOTES GARAGE LEFT 27002.118 ' CAD FILE NAME 2C ISSUED 03-06-17 REVISED x 0 UTIL. to o 2 8x6 8 S.G. 9'-4" 0 W/CLOSER CLG. HANSEN 2N`IC9 BOXENTRY rOPT. 1 FoF 1 Lm DRYER II WASHER 9'-4" PLT. HT, L Lo��. 2020 F.G. 0 0 HD. AT 6'-8" DIRECT PAVERS o= C0 rL 0a DRYER VENT TOM. BOTT. OF 9_Ali HEADER AT AF`Ff. 8411 AFF. N ci TOM. 0 2x FRAMING (TYP. AT DOOR) oc Lu Lu u_ a T.O.M. 9'-4" AFF. REFER TO SHEET 2A2 FOR MAIN FLOOR DIMENSIONS O HATCHING LEGEND INSULATE WALL LIVING GARAGE ENTR'' LANAI �e►t�t0 1589 S.F. 399 S.F. 1 S S.F. 10-1 S.F. TOTAL SQ. FT, 2113 5.F• MAIN FLOOR PLAN NOTES GARAGE LEFT ' JOB NUMBER 27002.118 ' CAD FILE NAME LOT 293 ISSUED 03-06-17 REVISED x 0 to o 0 0 nW 2N`IC9 Lm o;J� L Lo��. 0 0 �0 n J T O o= C0 rL 0a to -m 6. 4a ZV20 ' JOB NUMBER 27002.118 ' CAD FILE NAME LOT 293 ISSUED 03-06-17 REVISED 07-03-17 ```rrrru urrr Z O • •iv o a-sti '''����rr►r�ire � rrpp 0 0 a z V) z O M 0 N _..I 0 1588 • TITLE • MAIN FLOOR PLAN NOTES • SHEET • ui t� cm Ad Go Q Z w ? J �o LL 03 DAVIS BEWS DESIGN GNOVP 150 STATE STREET EAST OUXMA& F7.OPJDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W WnAVISBBVV&CAM TAMPA • E?ENVER --- EST. 1994 ter. ```rrrru urrr Z O • •iv o a-sti '''����rr►r�ire � rrpp 0 0 a z V) z O M 0 N _..I 0 1588 • TITLE • MAIN FLOOR PLAN NOTES • SHEET • ui t� cm Ad Go Q Z w ? J �o LL 03 REFER TO SHEET 2AI FOR MAIN FLOOR NOTING E 'JAI 'All REv�s��N MAIN FLOOR PLAN DIMENSIONS '�r . GARAGE LEFT � Q� Q X W w 6'-2" M.O. 1'-4" 150 STATE STREZrr EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER I'•4" v O J h� o 2 N�p7 MASTER SUITE L L > ;eco °m�• L 00 J T O FAMILY ROOM OWCo u. _ N p m HB. 0� Z��a � � e 'aa 2'•9" 12'-5" I � 41.011 11.211 3'-8ll I(J I II I� N n,. 2 -m OO I i I K/ i -1I II II O41-011 I -2 J 0 IL KITCHEN M. BATH- I O CI, I I II -211 41-/AIl 31-111 11.311 BEDROOM 2 114 1 BRKFST �- - - - DINING ROOM M t II '' II II -4 I I 11.1" I II I-2 I4-0II I II 10-10 BATH 2 e 3'-111 r 5'-4" I' -b" `r% 31-111 I6'-01' A,�7 ol II II e N LIVING ROOM 1-111 '-111 3'-411 N e BEDROOM 3 14 q I O -T — TIL, 11$11 21_�ll 51.811 61-411 r- 3'-811 M.O. S" N GARAGE r �r I I II T- _7L__ 8" r-- ---------- -------� I I1 4'-411 1'-41' e 51-8" I 41-411 I I I M REFER TO SHEET 2AI FOR MAN FLOOR NOTING 2'-011 IV 161-011 M.O. 21-011 I-/V/All 81 -/All V KK// 201.0'' 101.011 El V -01l REv�s��N MAIN FLOOR PLAN DIMENSIONS '�r . GARAGE LEFT JOB NUMBER 27002.118 CAD FILE NAME LOT 293 ISSUED 03-06-17 REVISED 07-03-17 � Q� Q X W w 11 150 STATE STREZrr EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C Uro O J h� o 2 N�p7 L L > ;eco °m�• L 00 J T O OWCo u. _ N p m 0� Z��a JOB NUMBER 27002.118 CAD FILE NAME LOT 293 ISSUED 03-06-17 REVISED 07-03-17 Man owilli M � Q� Q i DAVIS BEWS DESIGN GILOVP J 150 STATE STREZrr EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER FST. 1994 �-�— Man owilli M � Q� Q N J • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET2 B uo• w a: 4m t� .� G" a� o Q Z 116 v �LL co ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 2067 SQ. FT. 1300 = 6.89 SQ. FT. X 144 = 992 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 496.08 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 4 TOTAL SOFFIT VENTILATION NEEDED 18 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 MANUFACTURERS SPECIFICATIONS OF NET FREE AREA PER VENT. RHANG IP A � WA Ll f I SCALE: 1/8" = 1'-0" 11/2" THICK SAND FIN15H KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING N 3/4" THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS IS TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.CR - 5TH EDITION (2014) R1031o.1 AND A5TM C 1063. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.CR - 5TH EDITION (1014) R103.0 AND ASTM C 916. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIGNt5 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 F.B.CR - 5TH EDITION (1014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.CR - 5TH EDITION (2014) 83111 (irnrr� -.---- SECTION AA SCALE: 1/8" - 1'-0" 12 12 5.9 � L SHINGLE ROOF TOM.- T.OM, TEXTURED TEMP. �— TEXTURED EMPT1 P. v a, FINISH —� T. OBS. FINISH RETURN ld F.G. * AT SIDES FINISH FLOOR LINE FINISH FLOOR LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 1'-0" TOM. FINISH FLOOR LINE SHINGLE 12 12 5.9 Q 5.9 SHINGLE ROOF T.011,T.OM. TEXTURED TEXTURED Zr b' FINISH a FINISH a' TEMP. FINISH FLOOR LINE Tom' FINISH FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - 14" 12 Q 5.9 SHINGLE ROOF 7 �-- TEXTURED - TEXTURED FINISH a FINISH - TEMP. GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: IV : 1'-0" T.O.M. 01 FINISH FLOOR LINE eE° I`s\N GARAGE LEFT • JOB NUMBER 27002.118 • CAD FILE NAME LOT 293 x W w 03-06-17 REVISED C O *o 0 J o o 0 �— �> m L �JN L L °mi• 00-0 ►. JT 1 O 0�0 6E Eg. �6 L '*m C ��(dn • JOB NUMBER 27002.118 • CAD FILE NAME LOT 293 ISSUED 03-06-17 REVISED 07-03-17 ow o11111111 w 2 � O'''''77111�I111� o z oc z O M 400*1 N O 1588 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • ELEVATION "A"3A2.1 Lif a °D tD O Y oooo t a Z W v r J ca ? ti m 'A S Q � DAVIS BEWS DESIGN GROUP 150 STATE STREET FAST OLDBMW ROMA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWSCAM TAMPA • DENVER ­--­;;:� EST. 1994 iF--n ow o11111111 w 2 � O'''''77111�I111� o z oc z O M 400*1 N O 1588 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • ELEVATION "A"3A2.1 Lif a °D tD O Y oooo t a Z W v r J ca ? ti m 'A S Q � MAN DISCONNECT METER COMBO - SQUARE D REFER r0 FLOO PLAN FOR NOTERD IMAIN DISC. AMPS. REQUIRED SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYP, N AND M1 COPPER r0 INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER HEATER 18 COPPER TO RANGE 14 COPPER TO 5/8" GROl9dD ROD ALSO 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. A/C DISCONN. GF.1. HORIZ— MAKE-UP ELEC I fRICAL <E*"T- LIGHTS DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET .F.,. GROW FAULT NTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET FQ SPECIAL PURPOSE OUTLET DUPLEX OUTLET N FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH - CEILNG MOUNTED NCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED NCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL NAN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL.) a PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR ® SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR I Gj TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THERMOSTAT �3t 1 ELECTRIC METER s ELECTRIC PANEL now DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -N FOR OPT. CEILING FAN c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILNG FAN NOTES" 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (&RD AS NDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW NDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWTNES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BAM P. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GFJ). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN r0 ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA 10, NEL. 2011, FB.CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BURNNG HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALA" SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WRNG 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MNT. GRI. (� W.P. / WALL ll WP. GF.I. MASTER SUITE PaS.IN FAMILY ROOM \ FOR OPT. <\ /% ROUGH -N FAtIGHT \ FOR OPT. \J © FAN/LIGHT II :cm / \ II M W.P. )I- � I III (Q-^�._ . GF.I. I - - - II KITCHEN M. BATH I LIGHT ONDSWITCH IN ATTIC 2zOv LQ-� BRKFST PENDANT BEDR OM 2 j i i M__ (VERIFY) (VERIFY) Locarloru CH DINING ROOM ©, 3 PENDANT (VERIFY)TH 2 WP.` I CM SD I HORIZ LIVING ROOM MAKE-UP SD CM LIGHTS SD I BEDROOM 3/ AT � Ar 48" AJa. DISC. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARP -WIRED FOR GD. OPENER L GARAGE I50 AMP ELEC. G.F.I. FIXTURE METER PANEL GF.I. CLG. OUTLET CO. OPENER W.P. GFJ. FOR SERVICE NF— T116. — — — — — — � IRRIG. GF.I. AT 48" GF.I IAT 4 H.B. I I I I I I COACH LIGHT PENDANT (VERIFY LOCATION) A, UTIL. H L2 s0 v—iJ L J COACH LIGHT GF.I. ------------ W.B. OUTLET +14" A" ELECTRICAL PLAN_ GARAGE LEFT • JOB NUMBER 27002.118 CAD FILE NAME LOT 293 ISSUED 03-06-17 REVISED x to w O 60 0 J �0 M N0 0 .28000 >JC4 _ 6 6 � C-0 l= . 0 0.0 J V r, E 0= LLL cy r $ .m 0 i Z 0 0 Z��� • JOB NUMBER 27002.118 CAD FILE NAME LOT 293 ISSUED 03-06-17 REVISED 07-03-17 �Y�mz�O�MNolD.�sAnaMnEl�SI , TFS•l. oBrzroEOZaoJnW�CS DESIGN GROUP so STATE srlEErEn s� T 83.925.1300 TE 813. 925. 1800 FAX vwvwnAviss>wsaoH TAMPA DENVER 1994 OOOOV)O >=0 -<Fwm� Illu 1588 ,au TITLE • • ELECTRICAL PLAN4 • SHEET • C, �Y�mz�O�MNolD.�sAnaMnEl�SI , TFS•l. oBrzroEOZaoJnW�CS DESIGN GROUP so STATE srlEErEn s� T 83.925.1300 TE 813. 925. 1800 FAX vwvwnAviss>wsaoH TAMPA DENVER 1994 OOOOV)O >=0 -<Fwm� Illu 1588 ,au TITLE • • ELECTRICAL PLAN4 • SHEET • C, GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT EOTABLISHEDMUSED,AY BE BY T EFLOD IDA DE AR IN ACCORDANCE WITH RULES AND LAWS SDEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111 . 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11 .1 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. 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 Wine U.N.O. E = 1,500,000 Wine 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 j = 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 (12.7MM) GYPSUM BOARD. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN 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"4" 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"-1-1/8", 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 LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' 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). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA ) O5 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 (-) 23.9 _T 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 aI 5 5 STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS w LID o SHEET SHEET TITLE ° S1 STRUCTURAL NOTES J = ° W° S2 FOUNDATION PLAN W W ° ° I- W 2 p � O S3 DOWEL PLACEMENT PLAN co X �� z 0 < S4 ROOF FRAMING PLAN _ J J U S4.1 NOTES & CONNECTOR LEGEND Q o 0 0 W 0 0 0 co S5 LINTEL PLAN � W X W W o SD1 FOUNDATION DETAILS m ° Q 2 Uj °z a. p o U Oeft ai SD2 GENERAL DETAILS o 0 0 X X SD3 GENERAL DETAILS W ° ° o - -� SD4 GENERAL DETAILS = > i H W O O e W •% ;i=UPDATES y o o¢•an ZW . Mr v O' Q U NUMBER DATE DESCRIPTION OW Q e,,'yd, 5 �� 1 5/13/2014 CREATED ELEV. A,B,C AND A W/ LANAI = '�*IIIp00 F- m W w J CL U O Q O �Of�bJl v crS a y�� N U C M O z° = = U o O Q O rr ll LL O G��4 Z V F" :;, QtiSti U O z O � D a �co L H U o: ' ^ 0 W ° Z �Fn l Z O o zrg� Z ° yrs �F6 jz <�' <1F- Col g I=- Zzi �vE �- °mbLU� W U z��� p p o ~ 2 H Q W rr~^^ Z LLI V, 0 r W (n U O d C7 Z Q O p � _Z 9 W 11 = a I- M Q N = Zm0 0 W J 0 � a LL 1 z0000 W C, U 0 J Z W W J W W =)R a0= tr H U) STRUCTURAL ENG: BAD Q DRAFTING: i= Z -STRUCT: RLB / DJ W aQC CHECK: W JOB No. TM- 2170372 SCALE: AS INDICATED ~ DATE: 03/28/2017 S1 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, INC. is strictly prohibited. qn._n,. FOUNDATION PLAN 1/4"=1'-0" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 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. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. IM 2O24"x24"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. Z 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 MIN (4) # 5 E.W. .19 BARS & 3" MIN. COVER TO EDGE OF CONC. {� LL 1 W 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. NCH 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. J w OO O BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 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. +�rlr viii 4 v�' •ee•eeshe+ A/4 Uj M i• 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. LLstis2�;a� r O O_S J s Ui 00 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 'p'', ``` BARS & 3" MIN. COVER TO EDGE OF CONC. M LL dp w/ #5's EQUALLY SPACED EA. 4O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 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 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. * INDICATES GRW, I -FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. ja*4\S\0XA 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, INC. is strictly prohibited. Z J Z O Z J 0 LL w w W > w a JOB No. TM - 2170372 SCALE: AS INDICATED W 2 0 03/28/2017 oc � N Z y 0 0 p 0 F= > Z J_ J _ Q- Q = P: D _U '' Q �QY p U < Y w o C7 W O Q Q e0 ir L19 a IM w � o Z 0 W Z w Ir x.00 .19 {� LL 1 W W NCH J w OO O +�rlr viii 4 v�' •ee•eeshe+ A/4 Uj M i• • •, LLstis2�;a� r O O_S J s Ui 00 �W co 4K O;Z`= Z go - <6 00 o ��i •"•••e• •• !� ��� W Q p 'p'', ``` 111111 Q M LL Z J Z O Z J 0 LL w w W STRUCTURAL ENG: BAD DRAFTING: -STRUCT: RLB / DJ a JOB No. TM - 2170372 SCALE: AS INDICATED DATE: 03/28/2017 oc � N Z y 0 OW �QY 000000 IM w 0 W Z x.00 O W NCH STRUCTURAL ENG: BAD DRAFTING: -STRUCT: RLB / DJ QC CHECK: JOB No. TM - 2170372 SCALE: AS INDICATED DATE: 03/28/2017 S2 2 DOWEL LAYOUT PLAN 1/4"=1 1-011 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG.'" TO TIE BEAM. 0 INDICATES GRWJ -FILLED CELL WITH NO REINFORCEMENT INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. 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, INC. is strictly prohibited. REv`S�ON X W F— Q 2 U LL O z O 0 w a. -0 LU i— O Z 00 ~ U) Q Q U z 0 w LL W w LLJ O L Q = WO Y m W ~ W OJ > z J J W O W co (9 O Z E O O N w 0 0 O 9 W M a ui 00 J Z 0 U ui Z 0 Ix 0 ILL • O �l U LU 06 N o z ,,.. 'a OU O O ' Q §�o 2 zGOtiS` U J H H W W 2 a z m � W �a OGo La OW J � QO H � v N O J W 0 O OC m w 2 F— z (9 (A2i;gt —rb,— LU 06 z ,,.. 'a Z O� §�o 2 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: QC CHECK: JOB No. SCALE: DATE: RLB / DJ TM - 2170372 AS INDICATED 03/28/2017 S3 co th r 00 O z U r J IL ROOF FRAMING PLAN 1/4"= 1 1-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND = 9'-4" T.O.M. = 11'-0" T.O.M. ® = 12'-0" T.O.M. - = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. 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, INC. is strictly prohibited. J'elqIS�014 n h z O CL Un W 0 W w N LU O > wo U }� Z Q F > z O -� Q = H O U_ o ° < Y w 0 w m I LL w 0 O o @ o z LU w w O N LU O O ►rrrueeeer��� LL O J� OD d w U 0 Of F- U) z Q Q LL J O z O U o Z w C = G F- Q w LL z LU LLU 0 O �I-0 Q W Z W o = w U) U) 0 a 0 _ F- eenrrrrr� z U) w J a.2 OU O a Q J � U dJ w • M O Z Q 0 Z r 1 p 4 G • > W 0 d w U 0 Of F- U) z Q Q LL J O z O U o Z w C = G F- Q w LL z LU LLU 0 O �I-0 Q W Z W o = w U) U) 0 a 0 z 0 O J Z W = Q H M N F- = zC)0 0 LLJ J o LL Q Y Ljj 00� z0000 2� o F- (� m J W O Q M w �0 a0i STRUCTURAL ENG: J Q DRAFTING: E- Ui a: Uj Uj a Lj 00 J Z O U J am 0 O LL z 0 cn 2_igt W �•'n 06 �z�jMa z� g �a Oz'<� • E z 062 BAD .r - LU -STRUCT: RLB / DJ _ aQC CHECK: LU JOB No. TM -2170372 SCALE: AS INDICATED ---- F- DATE: 03/28/2017 S4 J UL CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z (L w CL W 0 2 W z Q X. AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D — PRECAST "U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS ° �, T. ° + • ,� +d a .iii �� �. ;:T d. �I • �� �.• :� � � �� �. 111""" . • Z130TTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 ° ROUGH OPENING PER PLAN METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) M q d • �il . d d i d I• HOOK PER GRADE 40 GRADE 60 MD08 BEND 0 LENGTH LAP SPLICE BEND 0 r� LAP SPLICE 1 • • • d NON -SHEAR WALL AT OPENING 11K ° SEGMENT d #3 17/8 a•. 7 15 • n 41/4 ° '° #4 q 5 5/8 91/2 U) 3 . d •.. 24 #5 31/8 7 I 25 33/4 0 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 g z 43/8 9 13/16116 1/2 35 5 1/4 9 13/16 21 3/4 42 4'4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 64" 526/434 1539/1539 1329/2267 a 8RF6-1B/1T 7'-4" 480/322 1334/1334 1964/1552 a �il• O 8F8 1B/1T !W H�H W W M q d • �il . d d i d I• �f!1 I I 11 I I I,1 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 r� LAP SPLICE 1 „A„ NON -SHEAR WALL AT OPENING 11K TYPI AL SHEAR WALL SEGMENT o #3 17/8 a•. 7 15 • n 41/4 d 14 #4 W. 5 5/8 91/2 . ° . 3 55/8 121/2 24 #5 31/8 �f!1 I I 11 I I I,1 TYPICAL MASONRY CONSTRUCTION LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" SEE DOWEL PLAN FOR FILLED CELL 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 HANGER @ EA. END. W/ (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE B / 8F16 -0B „A„ NON -SHEAR WALL AT OPENING 11K TYPI AL SHEAR WALL SEGMENT "D„ #3 17/8 41/4 7 15 21/4 41/4 91/4 14 #4 TYPICAL MASONRY CONSTRUCTION LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" SEE DOWEL PLAN FOR FILLED CELL 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 HANGER @ EA. END. W/ (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 10d NAILS TO HEADER SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE B / 8F16 -0B „A„ "B" ..Co. „D,l 11K "B" „Cl. "D„ #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16116 1/2 35 5 1/4 9 13/16 21 3/4 42 LAP SPLICE EMBEDDED U 4�D4REBAR SPLICE DETAIL SCALE: 3/4" = V-0" STANDARD 90° HOOK U STANDARD 180" HOOK #3=2Y2" #4=2Y" #5=2Y2" #6 = 3" #7=3Y2' TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT 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 PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL Q 8F20 -113/1"r STANDARD LINTELS 8F20 -013/1T 0 STANDARD LINTEL NOTES ; LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 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. 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651 / 1349 5365/1999 7342/3123 / 4 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 8328328 / 347700 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697 /1361 2630/1738 13'4" 0 328/0 1234/0 1779/0 2662/0 MATERIALS 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 1. fc PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6. 270 LOW RELAXATION, 7/32 WIRE PER ASTM A510. 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED LO CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'4" 1694/1694 3725/3280 5499/5421 2'-8" 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE T-0" 1230/1230 2769/2769 4085/4085 3'4" 1081 /920 2769/1716 4085 / 2839 MARK LINTEL REQUIREMENTS F =FILLED WITH GROUT / U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T 4'4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 64" 526/434 1539/1539 1329/2267 0 8RF6-1B/1T 7'-4" 480/322 1334/1334 1964/1552 8'4" 415/235 1152/1152 1694/1552 O 8F8 1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. LINTEL PLAN -0" QUANTITY OF #5 REBAR AT TOP 0 8RF14-1B/1T NOMINAL HEIGHT °0 8F16-1B/1T NOMINAL WIDTH TYPE DESIGNATION O 8RF14-0B/1T 0 8F16-0B/1T Q 8F20 -113/1"r "0 8F20 -013/1T 0 8RF22-16/1T O 8F24-1B/1T O 8RF22-0B/1T O 8F24-0B/1T O 8RF30-1B/1T O 8F32-1B/1T O 8RF30-0B/1T U 8F32 -013/1T O 8F38 -1 B/1T O 8F12 -1 B/OT O 8F40 -1 B/1T O 8F28-1B/1T O 8F40 -OB/1T F- J (' az co 0 q 7-5/8" ACTUAL 8" NOMINAL WIDTH FILLED 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1-1/2" CLEAR 7-5/8" ACTUAL 8" NOMINAL WIDTH UNFILLED -OP MIN. (1) REQ'D BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) C14 _j z1-1/2" CLEAR ::i n~ W 0#5 REBAR AT TOP MIN. (1) REQ'D 0 Z w W TOP KNOCK OUT/ LINTEL BLOCK O F- w COURSE �- X X00 ... . 0 0 F- #5 REBAR AT BOTTOM MIN. (1) r� J REQ'D *--- 16 GA. POWERS STEEL BOXED 0 z 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH POWERS STEEL SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 =NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 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 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. REV�S��N 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, INC. is strictly prohibited. X W a0 LU LU J w � O LL Z v O z 0 X a. U �- F-- u- W m LL Q a = O @ W w 2O > w W U J J W � •o••r•o•r�•• I ' NU. 0 0' J > a 0 Z— v! 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