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CRM - Herd Residence - Construction Set
FIR1 /2" SIR1 /2" GENERAL NOTES: MASONRY 1, ALL CONSTRUCTION WORKMANSHIP AND MATERIALS SHALL CONFORM TO "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530-92/ASCE 7-10/ TMS 402-92, (LATEST EDITIONS) 2. COURSE GROUT (SIZE 8) SHALL BE USED IN CONFORMANCE TO THE REQUIREMENTS OF ASTM C476-83 "STANDARD SPECIFICATIONS FOR GROUT OF REINFORCED AND NON -REINFORCED MASONRY", 3, CONCRETE MASONRY SHALL BE NORMAL WEIGHT, GRADE N, TYPE I OR II, CONFORMING WITH ASTM C90-85 "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS". 4. THE NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS (I'm) SHALL BE 1900 PSI USING TYPE M OR S MORTAR, 5. THICKNESS OF MORTAR BED SHALL NOT EXCEED 5/8". 6, HORIZONTAL REINFORCING SHALL CONFORM WITH ASTM A82-85. 7, MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH LAP SPLICES OF 30 BAR DIAMETERS MINIMUM. 8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL MASONRY STRUCTURAL ELEMENTS ARE ADEQUATELY BRACED TO RESIST WIND, BACKFILLING, SOIL COMPACTION, ANO OTHER CONSTRUCTION AS WELL NATURAL OCCURING FORCES ORDINARILLY ENCOUNTERED DURING THE CONSTRUCTION PROCESS, BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE HAS BEEN COMPLETED. 9. MASONRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP BETWEEN 8 AND 11 INCHES. 10. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN -OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER, CLOSE THE OPENING AFTER INSPECTION . GENERAL NOTES: WOOD 1. ALL FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS (INCLUDING TRUSSES) SHALL CONFORM WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELDWo "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" THIRD EDITION 1985 "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION "1991 AND SUPPLEMENT "U,S, PRODUCT STANDARD PS 1" OR APA PRP- 108 PERFORMANCE STANDARDS "MANUAL FOR HOUSE FRAMING, WOOD CONSTRUCTION DATA NO. 1 "NATIONAL FOREST PRODUCTS ASSOCIATION. 2. ALL TRUSS BEAM AND COLUMN MEMBERS SHALL BE SPECIES AND GRADES OF LUMBER WHICH WILL PRODUCE DESIGN VALUES EQUAL TO OR GREATER THAN VALUES FOR SOUTHERN YELLOW PINE NO. 2, 193 MAX. M.C. 3, GALVANIZED METAL HANGERS AND FRAMING ANCHORS SHOWN ON THE PLANS SHALL BE USED AND SHALL BE FASTENED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS, SUBSTITUTIONS REQUIRE ENGINEER'S APPROVAL, 4. ANCHORING AND NAILJNG NOT IDENTIFIED SHALL COMPLY WITH THE N-'JLING SCHEDULE GIVEN WITHIN "MANUAL FOR HOUSE FRAMING", AND 2017 FLORIDA BUILDING CODE 6TH EDITION 5. A MINIMUM OF TWO STUDS SHALL BE INSTALLED ADJACENT TO ALL OPENINGS IN EXTERIOR AND LOAD BEARING WALLS AND BENEATH ALL BEAM & GIRDER BEARING POINTS, 6, TRUSSES SHALL BE SIZED AND DETAILED IN ACCORDANCE WITH THE DIMENSIONS AND LOADS INDICATED. 7. TRUSS SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY A FLORIDA LICENSED ENGINEER FOR REVIEW PRIOR TO FABRICATION, THE SPECIALTY ENGINEER SHALL SPECIFY BLOCKING AND BRACING N NECESSARY TO WITHSTAND WIND LOADS DETERMINED USING ASCE 7-10. 8, AS A MINIMUM, ROOF SHEATHING SHALL CONSIST OF 15/32" (NOMINAL) APA SPAN RATED, EXPOSURE 1 PLYWOOD OR 7 /16" O.S.B., NAILED TO SUPPORT WITH 8d RING SHANK NAILS AT 6" DC ON EDGES, 6" DC IN FIELD 9. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 15/32" APA SPAN RATED, EXPOSURE 1 PLYWOOD OR O.S.R THE SHEATHING SHALL BE ATIACHED TO FRAMING MEMBERS WITH 8d NAILS AT 6" Q,C, 10, EXTERIOR AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED WITH 2X4 MEMBERS AT 16" O.C. MAX. SPACING FOR MAX. 8' HIGH PARTITIONS. FOR HEIGHTS ABOVE 8' REFER TO WALL SECTIONS. STUDS SHALL BE SPRUCE -PINE -FIR #2 OR SPECIES WITH EQUAL OR GREATER DESIGN VALUES. 1 L ALL PRESSURE TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE #2 193 MAX. M,C, IN ACCORDANCE WITH AWPA STANDARDS Cl ,C2 AND C9 LATEST EDITIONS, WITH A WATERBORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD P5. ALL NAILS AND SCREWS SHALL BE STAINLESS STEEL OR GALVANIZED. 12. WHERE DRAWING INDICATES APPLIED EXTERIOR FINISH OVER APPROVED WATER BARRIER OVER WOOD FRAMING MEMBERS, OWNER IS RESPONSIBLE TO INSTALL ALL REQUIRED SEALANT, FLASHING, ETC. TO MAINTAIN WATERPROOF INTEGRITY TD PREVENT MOISTURE INFILTRATION INTO STRUCTURE. OWNER IS RESPONSIBLE FOR PERIODIC MAINTENANCE AND UPKEEP OF EXTERIOR APPLIED FINISH TO MAINTAIN WATERPROOF INTEGRITY TO PREVENT DAMAGE TO INTERIOR COMPONENTS. 13. WATER -RESISTIVE BARRIER, EXTERIOR WALLS OF FRAME CONSTRUCTION RECEIVING A VENEER SHALL BE PROVIDED WITH A WATER -RESISTIVE BARRIER. THE WATER RESISTIVE BARRIER SHALL BE A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT, SHALL BE ATTACHED TO THE SHEATHING, WITH FLASHING IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR WALL VENEER. WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER -RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED BETWEEN THE WATER -RESISTIVE BARRIER AND THE CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER; OR 2, ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP; OR 3, OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, SIMPSON HET A-20 STRA" (3) 16D TOE-AI_S 12'-o?-"1-=7'-01 <MAX) CORNER JACK A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FIANGE OF 3 �I\ INCHES SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS. THE SCREED MUST BE PLACED AT A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING, GENERAL NOTES: CONCRETE 1. ALL CONCRETE CONSTRUCTION WORKMANSHIP AND MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF ACI 301-89 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 2. ALL CONCRETE SHALL BE TYPE I OR II PORTLAND CEMENT COMPLYING WITH ASTM C150 AND SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH SHOWN BELOW: FOUNDATIONS & SLABS 3DDD PSI BEAMS 3DDD PSI MASONRY 3000 PSI 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615-87 GRADE 6D, BARS SHALL BE FREE OF RUST, MILL SCALE, PAINT OR OTHER COATINGS THAT WILL REDUCE CONCRETE BOND. 4. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN WITH ACT 315-BD (REVISED 1986) "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT," 5, ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE REQUIREMENTS OF ACI 318-89 / 318R-89 "BUILDING CODE AND COMMENTARY FOR REINFORCED CONCRETE," 6. BEAMS OVER MASONRY OPENINGS SHALL HAVE CONTINUOUS TOP AND BOTIOM REINFORCEMENT. LAP SPLICES IN BOTIOM BARS SHALL OCCUR OVER SUPPORTS, TOP BARS SHALL LAP AT MID -SPAN. 7. CONCRETE BEAMS AND SLABS SHALL BE FINISHED LEVEL AND TD THE ELEVATIONS SHOWN ON THE DRAWINGS. 8. CALCIUM CHLORIDE SHALL NOT BE USED JN ANY FORM, 9. UNLESS OTHERWISE PERMITIED OR SPECIFIED, CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 INCHES +/- 1 INCH, GENERAL NOTES 1. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CON1 RACTOR/DWNER-BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. 2, THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO CONSTRUCTION. 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/ OWNER -BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. 4, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE - DO NOT SCALE DRA\\INGS. 5. FIASHING SHALL BE PROVIDED PER FIELD CONDITONS. 6. MOISTURE PROTECTION SHALL BE PROVIDED BETWEEN ALL MASONARY AND NON PRESSURE TREATED WOOD SURFACES. 7. A 1/2" DIAMETER X 1D " LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1 /2" DIAMETER J-BOLTS. AT FOUNDATION 8. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS LISTED. 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON THE DRAWINGS, ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE AfiINTION TO THE ENGINEER BEFORE STARTING CONSTRUCTION, ? I 11 10. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF 2017 FLORIDA RESIDENTIAL BUILDING CODE 6TH EDITION 11. FOUNDATION AND SLAB ARE TO BE FORMED UPON SOIL WITH A MINIMUM SAFE BEARING CAPACITY OF 2000 PSF, 12. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO UNIFORMLY PROVIDE THE BEARING CAPACITY UNDER ALL FOUNDATIONS, 13, THE CONTRACTORS SHALL HIRE A GEOTECHNICAL ENGINEER TO RECOMMEND SOIL IMPROVEMENTS REQUIRED TO OBTAIN THE MINIMUM SAFE BEARING CAPACITY STATED ABOVE, GENERAL NOTES 1. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR/OWNER-BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCIION PRACTICES. 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO CONSTRUCTION. 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/ OWNER -BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE -- DO NOT SCALE DRAWINGS. 5. FLASHING SHALL BE PROVIDED PER FIELD CONDITONS. 6. MOISTURE PROTECTION SHALL BE PROVIDED BETWEEN ALL MASONARY AND NON PRESSURE TREATED WOOD SURFACES. 7. A 1 /2" DIAMETER X 1 0" LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1 /2" DIAMETER J-BOLTS. MINIMUM EMBEDMENT - 7" PER FLORIDA RESIDENTIAL BLDG CODE 8. ALL NAILS SHOWN SHALL BE CORROSION RESISTANT COMMON TYPE UNLESS NOTED OTHERWISE. 9. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS LISTED. 10. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION TO THE ENGINEER BEFORE STARTING CONSTRUCTION. 11. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE 6TH EDITION. 12. FOUNDATION AND SLAB ARE TO BE FORMED UPON SOIL WITH A MINIMUM SAFE BEARING CAPACITY OF 2000 PSF. 13. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO UNIFORMLY PROVIDE THE BEARING CAPACITY UNDER ALL FOUNDATIONS. 14. THE CONTRACTORS SHALL HIRE A GEOTECHNICAL ENGINEER TO RECOMMENO SOIL IMPROVEMENTS REQUIRED TO OBTAIN THE MINIMUM SAFE BEARING CAPACITY STATED ABOVE. SETBACKS MIN. REQUIREMENTS: FRONT- 25-0" REAR- 25-0" SIDES- 10'-0" LEGAL DESCRIPTION THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, LESS THE NORTH 30 FEET AND THE WEST 30 FEET THEREOF. DESIGN CRITERIA: WINDSPEED: 160 MPH EXPOSURE CATEGORY =C IMPORTANCE FACTOR =1.0 BUILDING CATEGORY =II INTERNAL PRESSURE COEFFICIENT = +0.18 COMPONENTS/CLADDING DESIGN PRESSURE = +25.0 / -34.7 PSF PROTECTION OF OPENINGS REQUIRED DESIGN PRESSURES= WINDOWS: -29.6/ +34.7 PSF DOORS: -27.9/ +32.6 PSF STRUCTURE COMPLIES W/ 2017 FBCR, 6TH ADDITION GENERAL NOTES: WOOD 1. ALL FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS (INCLUDING TRUSSES) SHALL CONFORM WITH THE SPECIFICAIIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW; "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" THIRD EDITION 198S "NATIONAL DESIGN SO ECIFICATION FOR WOOD CONSTRUCTION "1991 AND SUPPLEMENT `ta.s. PRODUCT STANDARD PS 1" OR APA PRP- 108 PERFORMANCE STANDARDS "MANUAL FOR HOUSE FRAMING, WOOD CONSTRUCTION DATA NO. 1 "NATIONAL FOREST PRODUCTS ASSOCIATION. 2. ALL TRUSS BEAM AND COLUMN MEMBERS SHALL BE SPECIES AND GRADES OF LUMBER WHICH WILL PRODUCE DESIGN VALUES EQUAL TO OR GREATER THAN VALUES FOR SOUTHERN YELLOW PINE NO. 2, 193 MAX. M.C. 3. GALVANIZED METAL HANGERS AND FRAMING ANCHORS SHOWN ON THE PLANS SHALL BE USED AND SHALL BE FASTENED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS, SUBSTITUTIONS REQUIRE ENGINEER'S APPROVAL. 4. ANCHORING AND NAILING NOT IDENTIFIED SHALL COMPLY WITH THE NAILING SCHEDULE GIVEN WITHIN "MANUAL FOR HOUSE FRAMING", AND 2017 FLORIDA BUILDING CODE 6TH EDITION 5. A MINIMUM OF TWO STUDS SHALL BE INSTALLED ADJACENT TO ALL OPENINGS IN EXTERIOR AND LOAD BEARING WALLS AND BENEATH ALL BEAM & GIRDER BEARING POINTS. 6. TRUSSES SHALL BE SIZED AND DETAILED IN ACCORDANCE WITH THE DIMENSIONS AND LOADS INDICATED. 7. TRUSS SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY A FLORIDA LICENSED ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE SPECIALTY ENGINEER SHALL SPECIFY BLOCKING AND BRACING N NECESSARY TO WITHSTAND WIND LOADS DETERMINED USING ASCE 7--10. 8. AS A MINIMUM, ROOF SHEATHING SHALL CONSIST OF 15/32 " (NOMINAL) APA SPAN RATED, EXPOSURE 1 PLYWOOD OR O.S.B., NAILED TO SUPPORT WITH 8d RING SHANK NAILS AT 6" O.C. ON EDGES, 6" O.C. IN FIELD 9. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 15/32" APA SPAN RATED. EXPOSURE 1 PLYWOOD OR OSB. THE SHEATHING SHALL BE ATTACHED TO FRAMING WITH 8d COMMON NAILS AT 4" O.C. ON EDGES, 6" QC IN FIELD 10. EXTERIOR AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED WITH 2X MEMBERS AT 16" O.C. MAX. SPACING FOR MAX. 8' HIGH PARTITIONS. FOR HEIGHTS ABOVE B' REFER TO WALL SECTIONS. STUDS SHALL BE SPRUCE -PINE -FIR #2 OR SPECIES WITH EQUAL OR GREATER DESIGN VALUES. 11. ALL PRESSURE TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE #2 19% MAX. M.C. IN ACCORDANCE WITH AWPA STANDARDS C1,C2 AND C9 LATEST EDITIONS, WITH A WATERBORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD P5. ALL NAILS AND SCREWS SHALL BE STAINLESS STEEL OR GALVANIZED. 12. WHERE DRAWING INDICATES APPLIED EXTERIOR FINISH OVER APPROVED WATER BARRIER OVER WOOD FRAMING MEMBERS. OWNER IS RESPONSIBLE TO INSTALL ALL REQUIRED SEALANT, FLASHING, ETC. TO MAINTAIN WATERPROOF INTEGRITY TO PREVENT MOISTURE INFILTRATION INTO STRUCTURE. OWNER IS RESPONSIBLE FOR PERIODIC MAINTENANCE AND UPKEEP OF EXTERIOR APPLIED FINISH TO MAINTAIN WATERPROOF INTEGRITY TO PREVENT DAMAGE TO INTERIOR COMPONENTS. 13. 1404.2 WATER-RESISIIVE BARRIER. EXTERIOR WALLS OF FRAME CONSTRUCTION RECEIVING A VENEER SHALL BE PROVIDED WITH A WATER -RESISTIVE BARRIER. THE WATER RESISTIVE BARRIER SHALL BE A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT, SHALL BE ATTACHED TO THE SHEATHING, WITH FLASHING AS DESCRIBED IN SECTION 1405.3, IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR WALL VENEER. 1404.2.1 WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER -RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED BETWEEN THE WATER -RESISTIVE BARRIER AND THE CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER; OR 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP; OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 iii INCHES SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS. THE SCREED MUST BE PLACED AT A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. GENERAL NOTES: CONCRETE 1. ALL CONCRETE CONSTRUCTION WORKMANSHIP AND MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF ACI 318 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 2. ALL CONCRETE SHALL BE TYPE I OR II PORTLAND CEMENT COMPLYING WITH ASTM C150 AND SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH SHOWN BELOW; FOUNDATIONS & SLABS 3000 PSI BEAMS 3000 PSI MASONRY 3000 PSI 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615--87 GRADE 60. BARS SHALL BE FREE OF RUST, MILL SCALE, PAINT OR OTHER COATINGS THAT WILL REDUCE CONCRETE BOND. 4. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN WITH ACT 315--80 (REVISED 1986) "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 5. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE REQUIREMENTS OF ACI 31 B--89 / 31 BR--89 "BUILDING CODE AND COMMENTARY FOR REINFORCED CONCRETE." 6. BEAMS OVER MASONRY OPENINGS SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCEMENT. LAP SPLICES IN BOTTOM BARS SHALL OCCUR OVER SUPPORTS. TOP BARS SHALL LAP AT MID -SPAN. 7. CONCRETE BEAMS AND SLABS SHALL BE FINISHED LEVEL AND TO THE ELEVATIONS SHOWN ON THE DRAWINGS. 8. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. 9. UNLESS OTHERWISE PERMITTED OR SPECIFIED, CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 INCHES +/-- 1". 10. OPTIONAL FIBERMESH FIBERGLASS STRAND REINFORCING MAY BE USED IN THE CONCRETE SLAB IN LIEU OF 6X6, W1.4X WL4 WWM REINFORCING WHERE APPLICABLE. AREA CALCULATIONS LOT CALCULATIONS: TOTAL LOT AREA 41,251.5 SQ.FT. TOTAL HOUSE/GARAGE/PORCH 3738 SQ.FT. DRIVEWAY/ WALKWAY 2413 SQ.FT. TOTAL 6151 SQ.FT. PERVIOUS AREA 67% IMPERVIOUS AREA 33% < 55% MAX ISR .55 Sol a C:) LLJ 0 n �----------- I I I I I I I� 00 I m °' Iw Icn to II to I� I0 1 Iz IJ UTILITY POLE I I I I � FIR1 /2" SPOUT DOWN i Lo "Ln I 13'-1" Soo 10'43" W 136.55' ------ LINE OF 25-0" SETBACK SWALE TO CONTROL ROOF �- WATER RUNOFF -4y 1 I I I I I I I I I I I i I S890 5812 I 302.12�' I DOWN SPOUT I uI I ml ~I w �I c of II of N AD 0 wl zl JI SWALE TO CONTROL I400F WATER RUNOFF �I I SPOUT DOWN 30'-6" I I I I I I - - LINE OF 25'-0" SETBACK ---------------------- Soo 10'30" W 136.54' TREE TOP TRAIL EC'' R/b'J (IMPROVED) DWELLING LOCATION LAYOUT E SIR1/2" 0 � �Lo �r-- L i LLJ Q L 0 �QOI__ C") _J --i Ln z � LL- (n I-- (n Q O LLJ LLJ t n REV.: DRAWN BY: GP CHECKED BY: GP DATE: 9/2020 FILE NAME: CRMHRD-CV 0 w Of w c� 0 z Vn w N om Z 0 F- LL; � o Z) YO Z:2 Z N LLJ LL >_N:2 <R O <L,F- ZZ� (N Ld O F-w ZO'Ld DNU NCB F-- �HZ LJLd wwC) 0W �< wmo maw Lv Y0'owLLIZ �<Z OCw ZNLrnm<�Q <� 0, < 02E a�O=OwcNOOZ LLO-Z�<=JOQO w F-< 0 E_oN~OZ~ Lu0w �C)W(NzOEZZE 0-1U=2Lu it2L1 wwJH(n0-«(ni 111 U z LLJ lJ l LLJ LL Q Q O W W W M0 � I SHEET NO. 1 I cov FIELD VERIFY ALL DIMENSIONS VARIATIONS OCCUR DUE TO AS BUILT CONDITIONS FOUNDATION PLAN SCALE: 1/4" = V-0" SITE PREPERATION NOTES: THE PROPOSED BUILDING AREA, PLUS A MINIMUM MARGIN OF FIVE FEET BEYOND THE PROPOSED BUILDING LIMITS SHALL BE STRIPPED AND GRUBBED OF SURFACE DEBRIS, INCLUDING VEGETATION, ROOTS AND ORGANIC MATTER AND ANY REMNANTS OF PREVIOUS CONSTRUCTION SUCH AS OLD FOOTING AND SLABS. THE BUILDING AND PAVEMENT AREAS SHALL BE FILLED TO THE DESIRED GRADES. THE HORIZINTAL PORTION OF THE BUILDING PAD SHALL EXTEND A MINIMUM FIVE FEET BEYOND THE BUILDING AND PAVEMENT AREAS. CLEAN IMPORTED FILL MATERIAL SHALL BE PLACED IN MAXIMUM LOOSE LAYERS OF 12 INCH LIFTS IN THICKNESS. EACH LIFT SHALL BE COMPACTED TO 95% OF A MODIFIED PROCTOR. FIELD DENSITY TESTS AND ON —SITE INSPECTION ARE REQUIRED TO BE PERFORMED, BY A STATE OF FLORIDA LICENSED GEOTECHNICAL ENGINEER, AT APPROPRIATE TIMES DURING THE EARTH WORK OPERATIONS IN ORDER TO VERIFY THAT THE SITE PREPERATIONS HAVE BEEN PROPERLY CONSTRUCTED. A MINIMUM SOIL BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT IS REQUIRED. NOTES: INDICATES FILL CELL WITH VERTICAL (1) #5 El GROUTED SOLID AS SHOWN ON PLANS 1 STORY (TYP.): 20" X 20" MONOLITHIC FOOTING DETAIL 1 — SHEET 2 (TYP. ® 1 ST. COND.) 1 F 24"X24"X18"d CONC. PAD W/ #5 REBAR © 12" O.C. E.W. TOP/ BOTTOM Q Q �Lc) Lj Lj Q L Q (/) J L(-) z�LL� u/ I� (n LLJ REV.: DRAWN BY: GP 1 CHECKED BY: GP DATE: 9/2020 FILE NAME: CRMHRD—FD 0 Ld w Ld c� 0 Z N Ld (n ZO m Z U LLl : O Z YO Z:2 Z N LLJ Ld Of >_0:2 Q LL O QLL.F- ZLd Zd V (n W 2 0 QLd Z 0' LLJ Z) �Z OQ� ULdC) (NCB QfQH 0HZ LJZ Ww Qaf Ld N �Q wmQ �Qw w Z��mQLLQ Qr WO20w(i)00Z LL_0-ZmQ=JUQO Ld~ Q C] �0(n~OZHLjOw 3roLLI(nZOE ZZ5E O_JU=2LLI W2LLJ LdLL.JH(nCLQCL(n> L/ J LLJ LJ— LLJ LLJ L� I SHEET N0. � I ALL EXTERIOR FOOTINGS AT FINISH SL,AB'S 70 BE MIN. 12" BELOW UNDISTURBED SOIL 1'-8" 17'-10" 25-8" 23'-9" 13'-2" 4'-8" 11'-5" 7'-8" 3' "X6'at EGRESS 060 SH WDW 3060 SH WDW DOOR 014 TR OM WIND ® HB WIND © WIND © HB A OV _4" PRESSURE PRESSURE PRESSURE --- ---� 0 2660 Sli WDW I REF L WIND I NOTE: VERIFY WITH BUILDER I PRES URE I 0 CD -PHASED SYSTEM -MINI-SPLIT 3040 SH WDW -TRADITIONAL SYSTEM A/C TO SERVE BD 4 SUITE Q ❑ WIND EM 22'-5" 00 SINK PRESSURE i� M I I U-)BEDROOM 4 � N N -1 N; 9'-4" CLG 5/8" GYP. BOARD TYPE X CARPET 1'-4" 8' 10'-6' 8' 10'-6' 8" 1'-4" GARAGE / HOUSE FRAME WALL PER CHAPTER 3 : SECT. R302.6 OF FBCR 6TH ED. 2017 CO $TEP IN 8"X8" POST (TYP) STER IN 16'0" X 8'0" OH GAR DR o TIE BEAM TIE B A - WINDFLPRESSURE 2660 SH WDW j 2 CAR GARAGE o WIND I 16'-6" N PRES URE - -'�' - 10'-8" CLG. C° (2) 2X12 BEAMS _ _ _ _-_ _ _ _ _ _ _ (2) 2X12 BEAMS = _ - - - _ CONC. FLOOR 2'8"X8'0" DOOR 2'8"X8'0" 25'-8» C DOOR Y LABEL GARAGE DOORS PER 0) 0 FBCR 6TH ED. (2017) R612.4 .1 0 3060 SH WD I COVERED PORCH N M cD -6„ PRESSURE o 11'-4" CLG 10'-0" 12'-5" TILE 3'-0" ^ SI TTI N G R M I EGRESS N EXPOSED BEAMS WIND I I 1-1PRESSURE 3'-6" -0" 9'-4" CLG j -0" - 12'-0" 3'-8" 5'-0" 4'-0" SHOWER &TUB CARPET I I WIND ® 2660 SH WDW 2660 SH WDW PE FL 0 WIND W/ 2612 W/ 2612 7'-11" BACKERS ,REFER T ARDS R N PRESSURE PRESSURE TRANSOM TRANSOM TO R702.4.2 12'0" X 9'0" SGD 36" RAKE 3'-10" -4 ABOVE ABOVE o D� N BATH 3 - - - - - - - - SHELVES I 42" LEVELRAIL PRE ®E 10'-8" RAIL 9'-4" CLG N M U D R M TILE I 3'0"X8'0 TILE 3'0' X8'0' 9'-4" CLG SC W 3'0"X6'8" HOWER DOOR `n CLOSING -4" -6" DOOR M2'8"X8'0" 2'8"X8'0" TILEDOOR EVICE rD I�VgN 25'-0" 11'-0" -6" 4 r I TO�EXT RIIOR GO I GO a l 3'0"X4'0" D I DINING RM \A/I (� WIC I L l J VAULT CLG — — — — — — I a�T I CONC. PAD 9'V-V4" ICJLG 9'-4" CLG I I I o TILE REF I 3' 3" 3,p>,X8,0„ I p N 2 TILE CARPET I L N D R Y EXPOSED BEAMS o I DOOR I a `4. T I I L- 5'-6" 4'-0" 9'-4" CLG KITCHEN I - 4'- PAD 2 DOOR L J GREAT R M VAULT CLG I STO AGE — VAULT CLG 6 - TILE I I Q f� �TORM C) 0 Z I TILE _ EXPOSED BEAMS I 2 J / — �I i� N — —EXPOSED BEAMS — r VOARDIN., SHOWER &TUB 2'8"X8'OM Qr� 0 BACKERS ,REFER DOOR w � I 4'-0" 0 iO i — — — ITO R702. .2 BEDROOM 3 w 20'_g" SINK 4'-6" Lo 04 3060 SH WDW j 9'-4" CLG 00 2'g"Xg'p" I LAND VE F THR I Lo Z ZLK ILE WIND I CARPET DOOR — J PRESSURE j TILE I of CRESS I I WN O I O SHOWER & BACKERS , F TO R702. 0. H B+ N FOYER o WIC Y o OWER VAULT CLG N 9'-4" CLG IVP B A T TILE DOOR VERIFY I TILE Q @ EXPOSED BEAMS VAULT CLG _ 9' 4" CLG 12'-6" 3'-8" 11'-10" 7'-2" — — — 1 I i ILE 2 DOOR j r1 LJ OR N „X �„ I 7'-0" 5'-1" I I r� 2'8"X8'0" � MIRR I ATTIC I M 6020 ANSOM OVE o PANTRY o I DOOR g SINK SINK CCE9 PR SURE ,I 9'-4" CLG .1 5'-6" 6' n-4 J o TILE = 4" (2)- 068 DOORS 0 I 9'-4" CLG 2'g"Xg'0" U' BATH 2 In 2'8' X8 0 9'-4" CLG L" 2 8 X8 0 DOOR DOOR p" TILE 6'-2" STEP IN TIE BEAM WI PR D� SSURE iv N 5 SH - - - - - - - - (2)-2660 SH WDW R&S 2'8"X8'0" r_______ 0 DOOR 5'-5" 5'-5" I I I I � PRESSURE p STEP IN I TIE BEAM COVERED POJC�H of 0 � ENTRY "' (2)-2'6"X8'0" DOORS N i� CLG I I 11'-4" CLG CONC. FLOOR VAULT fvc, in 4'-9" CON .FLOOR -.-.�. __- .----------------------- _____________'_'_________- iV EXPOSEQ BEAMS II j; I I (2) 2X12 BEAMS 7'-3" 4'-6" I 8"X8" POST (TYP) I 1. (2) 2X12 BEAMS I I o I 8„ • Do BEDROOM 2 0 I! I ===�__=_==_-==_fi==-==== 9'-4" CLG _6" CARPET m 11'-9" 3060 SH WDW EGRESS 5-0 1 /2" PRESSURE 8'-0 1 /2" DOORS TO MEET FBCR 6TH ED. (2017) M1602.3, EXCEPTION 2 DRAFT STOP TO BE 5/8" GYP. BD. PER FBCR 6TH ED. (2017) CHAPTER 3: SECTION R302.12 4'-9" TEMPERED GLAZING @ HAZARDOUS LOCATIONS PER FBCR 6TH ED. (2017) CHAPTER 3 SECTION R308 6 14'-10" FBCR 6TH ED. 2017) CHAPTER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPERATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 2'8"X8'O" DOOR I 00 5'-5" 3060 SH WDW WIND 1® PRESSURE 6'-8" 1 ST FLOOR PLAN DOOR M BEDROOM 9'-4" CLG CARPET 17'-0" 18'- 4" B O N 3060 SH WDW EGRESS WIND Q PRESSURE 0 8'-0" 3'-8" I in SCALE: 1/4" = 1'-0" NOTE 1: THERMAL EXPANSION VALVE REQUIRED BETWEEN THE SHUT OFF VALVE AND THE WATER TANK NOTE 2: INTERIOR FRAME WALL DETAILS REFER TO DETAILS ON SHEET 13 D T- 48 /49 /50 DESIGN CRITERIA: WINDSPEED: 160 MPH EXPOSURE CATEGORY =C IMPORTANCE FACTOR =1.0 BUILDING CATEGORY =II INTERNAL PRESSURE COEFFICIENT = +0.18 COMPONENTS/CLADDING DESIGN PRESSURE = +25.0 / —34.7 PSF PROTECTION OF OPENINGS REQUIRED DESIGN PRESSURES= WINDOWS: —29.6/ +34.7 PSF DOORS: —27.9/ +32.6 PSF STRUCTURE COMPLIES W/ 2017 FBCR, 6TH ADDITION WIND LOAD DESIGN INFORMATION z APPLYING WIND LOAD FOR: WIDTH (FEET) LENGTH (FEET) EFFECTIVE WINQ F) NOMINAL WIND LOAD PRESSURES MAXIMUM PRESSURE (PSF) MAXIMUM PRE SUI VE E (PSF) z 2 O z Z z O6'0" J < ❑1 16'0" 8'0" 128 CR SEE DESIGN ERIA NOTE: THIS SHEET © 3'0" 6'0" 18 © 3'0" 6'0" 18 ® 2'6" 7'0" 17.5 ® 12'0" 910. 108 0 SO' 6'0" 18 ® 310. 4'0" 12 8'0" 24 2'6" 6.0" 15 © 310. 6'0" 18 © 3'0" 6'0" 18 2'0" 12 ® 610. 6'8" 40 © 5'0" 6'0" 30 SO' 6'0" 18 ® 3'0" 6'0" 18 19 2'6" 6'0" 15 BUILDING INFORMATION DESIGN WIND SPEED NOMINAL INTERNAL PRESSURE ENCLOSED HEIGHT ABOVE GROUND (2)-(FT) V-4" STANDARD WALL HEIGHT -(FT) 9'-4"/ 11'-4" MEAN ROOF HEIGHT (H)-(FT) 22'-4 1/2" BUILDING WIDTH -(FT) 68'-11" BUILDING LENGTH -(FT) 67'-0" ROOF SLOPE (X:12) 6/12 ROOF ANGLE (DEGREES) 26.57 TOPOGRAPHIC FACTOR HILL SHAPE FLAT -NO HILL LEGEND INDICATES 8X8X16 NOM. ( ) C.M.U. 11'-4" HIGH FROM F.F.E. C I INDICATES 8X8X16 (NOM.) C.M.U. 9'-4" HIGH FROM F.F.E. INDICATES WALLS TO BE UTILIZED FOR TRUSS BEARING (U.N.0) 2 X 4/6 WOOD STUDS @ 16" O.0 INDICATES 2 X 4/6 WOOD STUDS © 24" O.C. MAX. (NON LOAD BEARING INTERIOR PARTITIONS) INDICATES FILL CELL WITH VERTICAL (1) #5 GROUTED SOLID AS SHOWN ON PLANS AREA TABULATION A/C LIVING 2524 SQ. FT. GARAGE FRONT PORCH REAR PORCH 712 224 278 SQ. SQ. SQ. FT. FT. FT. TOTAL SQUARE FEET 3738 SQ. FT. 0 LC) LLJ LL Q LLJ 0 0I_ un_j_jLf) Z LL_ u� OOLj LLJ -4- REV.: DRAWN BY: GP CHECKED BY: GP DATE: 9/2020 FILE NAME: CRMHRD—FP 0 W w c� � _z (n w v) zz m � U � w� ~Oz YO zm zu) ww r�a- QH 0 O QL�H zzw U N W2O QLLIJ Z�wo<m DNU owo o3 ��� O=Z Z UWa 0 O aQ wmo MQo LLI wOLoZpQ�WOw NNinmQw~ �a>- NO�Q�00ENQ w02ow(nOoz LL_O-Z Z= JUZO LLJ wQF-Q Qo Wootortzwow � owv)ZO5 ZZo 0_jU20w D'0W 1 11, 1F- nCLQd(n> Q 0 Q O U U O ELJ EJ U D u� W LEI W r n W z L O LJ— SHEET N0. 9 - 4" A.F.F. _ Y TOP OF TIE BEAM o'—o" FIN. FLR. USED AS A REFERENCE FOR CONSTRUCTION PURPOSES FIN. FLR. -16" SLOPE GRADE AWAY FROM BLDG. (TYP.) 9- 4" A.F.F. Y TOF TIE BEAM L [1'- 4 O.H. 0'-0" I FIN. FLR. USED AS A REFERENCE FOR CONSTRUCTION PURPOSES FIN. F�R ,4. -161' SLOPE GRADE AWAY FROM BLDG. (TYP.) 12 sF- 101 CONTROL JOINT _11'-4" A_.F.F. \� TOP OF TIE BEAM OFF RIDGE VENT ICK 12 sF- 30 YEAR ARCHITECTURAL SHINGLE ROOF (TYP.) 4" DECORATIVE TRIM ARCHITECTURAL TRIM SEQUENCING INSTALL TO BE PER FBC 2017, 6 H ED. RESIDENTIAL CHAPTER 7 • SECTION R703.6.1 / R703.6.2 & FLASHING R703.8 REAR ELEVATION 7/8" CEMENTITIOUS FINISH OVER WIRE LATHE © FRAME LOCATIONS PER ASTM C-926 AND C-1063 CURE PER FBCR 702.2.2.2 I STEPS SCALE: 1/4" = 1'-O" OFF RIDGE VENT CRI9�� CONTROL JOINT 1 2" 2 COAT OR 5/8" 3 COAT CEMENTITIOUS FINISH OVER BLOCK LOCATIONS PER ASTM C-926 AND C-1063 CURE PER FBCR 702.2.2.2 30 YEAR ARCHITECTURAL SHINGLE ROOF (TYP.) 12 BOARD & BATTEN LOOK— GROO>CEM..s 7/8"CEMENTITIOFINISH OVER WIRE LAT EXPOSED TRUSS 12 Q FRAME LOCATIONS PER WEBBING ASTM C-926 AND C-1063 VERIFY TRUSS SPECIFICS 6 CURE PER FBCR 702.2.2.2 W/ BUILDER LlTOP OFT EF BEAM 6 F- ARCHITECTURAL TRIM SEQUENCING INSTALL TO BE PER FBC 2017, 6 H ED. RESIDENTIAL CHAPTER 7 : SECTION R703.6.1 / R703.6.2 & FLASHING R703.8 FRONT EEEVATON i�o I (SANDED/ FLAT CEM. FIN.) 1 2" 2 COAT OR 5/8" ((3 COAT) CEMENTITIOUS FINISH OVER BLOCK LOCATIONS PER ASTM C-926 AND C-1063 CURE PER FBCR 702.2.2.2 SCALE: 1/4" = 1'-O" 4" DECORATIVE TRIM 0 0 N � � J J 9'- 4" A.F.F. I a � _ TOP OF TIE BEAM iv j N p n Ln i� •WN W � � n n Q LLJ I Ln z W Z � I' - REV.: DRAWN BY: GP CHECKED BY: GP DATE: 9/2020 FILE NAME: CRMHRDEV1 � � p W O.H CD. p cn zo m U z cn w� :D O� YO ao cn = zcn ww �z J � o'—o" FIN. FLR. a F O Q z z a_ USED AS A REFERENCE of C) � W CD 0 0 � V) U FOR CONSTRUCTION w z W Uw0 PURPOSES �z 0Q� STEPS FIN. FLR. z v w o ~ w 0� STEPS -16" - w J 0 cn Wm Q a W Q SLOPE GRADE LLB z z p z p J o `mow Q Wo W w AWAY FROM BLDG. (TYP.) Y J z zCnLnmQLJQ Q>- ofo=pWinOpz LLWz�Q=JUzz0 ~ Q p Q w w p p afpU1~pwzc~—avow �owcnz0ozzF, p-i U= U W E U W WWJPUJWQ WU)> (BOARD & BATTEN LOOK— GROOVED CEM. FIN.) 1 2" 2 COAT OR 5/8" 3 COAT) CEMENTITIOUS FINISH OVER BLOCK LOCATIONS PER ASTM C-926 AND C-1063 CURE PER FBCR 702.2.2.2 _ 9'- 4" A.F.F. TOP OF TIE BEAM Y 0'-0" FIN. FLR USED AS A REFERENCE FOR CONS RUCTION PURPOSES FIN. FLR. IV -16" .1. SLOPE GRADE AWAY FROM BLDG. (TYP.) Q < O n, i � � w U � z � w w U o � cj� w � W W n, C!� Ln 0 I SHEET N0. � I ELV ROOF F BEYOND I 91-4" A.F.F. Y TOP OF TIE BEAM &-o" FI FLR. USED A A REFERENCE FOR CONSTRUCTION PURPOS S FI N—.1 FLR. --A-fi SLOPE GRADE AWAY FROM BLDG. (TYP.) 9 -4" A.F.F. Y TOP OF TIE BEAM o'-o" FIN. FLR. USED AS A REFERENCE FOR CONSTRUCTION PURPOSES FIN. FLR. ,db -16 in SLOPE GRADE AWAY FROM BLDG. (TYP.) OFF RIDGE VENT 12 6 F— OFF RIDGE VENT 1 2" 2 COAT OR 5/8" ((3 COAT CEMENTITIOUS FINISH OVER BLOCK LOCATIONS PER ASTM C-926 AND C-1063 CURE PER FBCR 702.2.2.2 BRICK VENEE OFF RIDGE VENT 30 YEAR ARCHITECTURAL SHINGLE ROOF (TYP.) r — — — -I LOCATI ARCHITECTURAL TRIM SEQUENCING INSTALL TO BE PER FBC 2017, 6 H ED. RESIDENTIAL CHAPTER 7 : SECTION R703.6.1 / R703.6.2 & FLASHING R703.8 RIGHT S DE ELEVATION OFF RIDGE VENT 4" DECORATIVE TRIM I LEFT SIDE ELEVAT ON 12 6 F— SCALE: 1 /4" = 1'-0" OFF RIDGE VENT 30 YEAR ARCHITECTURAL SHINGLE ROOF (TYP.) [y3vl21�1 -m ARCHITECTURAL TRIM SEQUENCING/ INSTALL TO BE PER FBC 2017, 6TH ED. RESIDENTIAL CHAPTER 7 : SECTION R703.6.1 / R703.6.2 & FLASHING R703.8 SCALE: 1/4" = 1'-O" OFF RIDGE VENT OFF RIDGE VENT _ 9'- 4" A.F.F. TOP OF TIE BEAM Y 0'-0" FIN. FLR. USED AS A REFERENCE FOR CONSTRUCTION PURPOSES FIN. FLR. ---1� SLOPE GRADE AWAY FROM BLDG. (TYP.) n Ln i� � W � I n L 0 ry u/ 0 z�� W z -t U) ( WIIn REV.: DRAWN BY: GP CHECKED BY: GP DATE: 9/2020 FILE NAME: CRMHRDEV2 0 w w c� o z cn w cn zo m z U� z � cn w� oz YO Z12 z� w� 0 of�� Q� w O a�Q zz o cn who �w Z0'w =) QZ OQ� UwU cncD oF- oF-z Z U W O w w w O cf) o cr w �m0 LLJ Q w_z zozm of Y O w w Q Z w w w NV)LOmQw~ Q>- LLJ O�Qcwn0CDE-L Q ooep=ocn0oz w w Z J U z O Q oQww ~Qo 0 �ocnF0z-wow QEz wLLI(nzoc��wL o-1v=CDwoE�w wE—iPU)a-Qa-7)> Q 0 Q OFF RIDGE VENT ol 9'- 4" A.F.F. TOP OF TIE BEAM Y U r8- � o 1 /2" (_2 COAT) OR 5/8 3 COAT) CEMENTITIOUS FINISH OVER BLOCK LOCATIONS PER ASTM C-926 AND C-1063 CURE PER FBCR 702.2.2.2 o'-o" W FIN. FLR. USED AS A REFERENCE v J FOR CONSTRUCTION I I I PURPOSES FIN. FLR. SLOPE GRADE r /� AWAY FROM BLDG. (TYP.) v J 0 � L / O I SHEET N0. � I ROOF BEYOND 30 YEAR ARCHITECTURAL SHINGLE ROOF (TYP.) 9 -4" A.F.F. OP Y TOF TIE BEAM VAULT ENTRY CLG. BEYOND OFF RIDGE VENT 30 YEAR ARCHITECTURAL SHINGLE ROOF (TYP.) 12 6F— 3.5 L_ 12 8"X 8" EXPOSED FALSE BEAMS @ 48" O.C. (VERIFY W/ BUILDER) PRE-ENGINEERED ROOF TRUSSES ® 24" O.C. R-38 INSULATION SPRAY FOAM 7/8" CEMENTITIOUS FINISH OVER WIRE LATHE @ FRAME LOCATIONS PER OFF RIDGE VENT /ASTM C-926 AND C-1063 CURE PER FBCR 702.2.2.2 11'-4" A.F.F.- BRG 30 YEAR ARCHITECTURAL SHINGLE ROOF (TYP.) 9'-4" A.F.F. TOP OF TIE BEAM u GREAT RM. 8" F7 0. H. 0Ll 0 0 I 0 a I I I 00 00 1 2" 2 COAT) OR co.. 0'-0" FII 8" (OVER IBLOCK CEMENTITIOUS 0'-0" FIN. FLR. LOCATIONS PER FIN. FLR. USED AS A REFERENCE ASTM C-926 AND C-1063 USED AS A REFERENCE FOR CONSTRUCTION CURE PER FBCR 702.2.2.2 FOR CONSTRUCTION PURPOSES PURPOSES FIN. FLR. ii - IL FIN. FLR. _ -16° STEP 4" CONC. SLAB STEP _ -16" _ BRICK VENEER SLOPE GRADE ARCHITECTURAL TRIM SEQUENCING/ AWAY FROM SLOPE GRADE (TYP.) AWAY FROM BLDG. (TYP.) INSTALL TO BE PER FBC 2017, 6TH ED. RESIDENTIAL CHAPTER 7 : SECTION R703.6.1 / R703.6.2 & FLASHING R703.8 PLUMBING - GENERAL NOTES 1) 3/4" SERVICE FROM METER TO RESIDENCE FOR 2 BATHS. 1" SERVICE FROM METER TO RESIDENCE FOR 2-1/2 OR MORE BATHS. 2) WATER PIPE IS CPVC FLOWGUARD GOLD, SCHEDULE 40. 1 /2" - 3/4" PIPING 3) DOMESTIC COLD WATER MIN. 12" BELOW GRADE. VERIFY EXACT LOCATION BEFORE STARTING. 4) DOMESTIC COLD WATER SHUT-OFF VALVE IN VALVE BOX MARKED "WATER". 5) SANITARY MIN. 12" BELOW GRADE. VERIFY EXACT LOCATION BEFORE STARTING WORK. 6) FOR CONT. OF PIPING AND SIZE SEE SANITARY WASTE AND VENT RISER. 7) J" CW & HW UP TO PLUMBING FIXTURES) 8) : " CW & HW DOWN TO WATER HEATER TANK 9) 4' SAFETY PAN DRAIN PIPE FROM WATER HEATER. TERMINATION OF SAFETY PAN DRAIN TO EXTERIOR OF UNIT. PAN AND DRAIN NOT REQUIRED WHEN WATER HEATER IS BELOW FINISH FLOOR. 10.) ALL D WV - ( 1 1 /2" , 2" , 3", 4" ) TO BE PERMACHORD MATERIAL 11.) ALL DWV - DRAIN FITTINGS TO BE PERMACHORD MATERIAL SCHEDULE 40 PIPING & FITTINGS 12.) GLUE (TYP.) - OATEY PURPLE PRIMER NOTE: ANTI —SCALD DEVICE REQUIRED PER FLORIDA PLUMBING CODE, P2713.3 NOTE: 1" WATER METER TO BE PROVIDED AND SHALL COMPLY WITH TABLE P2904.6.2(2) OF THE FLORIDA PLUMBING CODE BU LD NG SECT ON 6-1 1 1 2" TR I PLUMBING RISER DIAGRAM N TS NOTE: PLUMBING CONTRACTOR TO INSTALL PER LOCAL CODE REQ. REFER TO FBCR 6TH ED. (2017) CHAPTER 25 REFER TO P3108.1 WET VENT PERMITTED AND P3108.2 & P3108.3 VENT CONNECTIONS SCALE: 1 /4" = V-0" m � _ J END CAP APPLY SEALANT AS REQ'D TO SEAL END CAP TO PAN INTERIOR VIEW TOP LH. CORNER OF WINDOW `GRATE WITH FLEXIDf3LE FLASHING , WRB L SE�ONAN�D74�NA MNG SYSTEMS AON NV NOTE: FOR METHOD Al THE WEATHER -RESISTIVE BARRIER (WRB) HAS BEEN INSTALLED. A FLAP AT THE HEAD OF THE WINDOW HAS BEEN TEMPORARILY TAPED OUT OF THE WAY TO ALLOW FOR FLASHING AND WINDOW INSTALLATION. WINDOW INSTALLATION (METHOD A) PER ASTM E 2112 CAP AND WR c PTAPPLIED NOTE: ONE OF SEVERAL OPTIONS OF TYPE II PAN FLASHING SHOWN FLEXIBLE FLASHING AT WINDOW SILLS (METHOD A & B) PER ASTM E 2112 U' ,; FLMI'GE SHEATHING µµFLLEXIBLE FL��ASSHING - ANTANT jRI R�T NTGEURIOR FLAffG BAND MODUTM 1. PATHWAY OF WATER LEAKAGE THROUGH FRAMING, INTO THE INTERIOR... 2. �W'yRRAPPgPIING OFF ROUGHANE OPENING WITH �N WHEN FLAN, WI N�BWS IARES BFEING I USED. R,RIIEECCCCEEHI{yy�ENNRRNN yLyHp APPLII ABLE EN r. OPENING PERIMETER JAMB JOINT AND BACKER ROD SUBSTRATE w ALTERNATE DETAIL RECEIVER MEMBRANE / DRAINAGE SYSTEM PER ASTM E 2112 STRUCTURE COMPLIES W/ 2017 FBCR, 6TH ADDITION Lo •WN In n W � � LJ Ln i 0 0 C/) Ln z LL- LiJ REV.: DRAWN BY: GP CHECKED BY: GP DATE: 9/2020 FILE NAME: CRMHRDSEC 0 W W o 2 Z (N W om U w F- m YO Z� Zu) W � �(ng Q� LL O QIiF- ZZQ- (� (n LLI 0 O Ld QwL1 ZthLLI GNU L N(� thQFZ 0�Z LLIZ W WW of o W -j O N Q Wm0 �Qw w `10LOwWQZL`OWW W >- 2LwL�zoom(l1QZwNQ (NO Q 0UF- IiWZMZLLI <Z:-j QO W ~ Q C) w0_(n~0 t:�pLLJ � 0LIJ(nZO� ZZa� p-iU=2W E2LLI WLLJH0WQW0i Q Qol � � W U n z o W w U o � � W � W W C/� W Z Ln 0 12 ISHEET NO. SECTI SECURITY LIGHTS 9'-4" CLG / HB+ SECURITY LIGHTS\ — - — — — — — 1ST FLOOR ELECTRICAL PLAN SECURITY LIGHTING (TYP) SECURITY LIGHTS SCALE: 1/4" = 1'-0" FIELD VERIFY ELECTRICAL LOCATIONS: 15 AMP CIRCUIT FOR J - IRRIGATION LANDSCAPE LIGHTING SMOKE DETECTORS TIED / TOGETHER WITH BATTERY - WELL PUMP BACKUP 15 AMP CIRCUIT USING ARC FAULT BREAKERS - WATER SOFTNER - ADDITIONAL OUTLET TO SLEEPING AREAS 1250 AMP 1 120/240 VAC 1 PH O40 CIRCUIT 120 12 PH VAC GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED TO FOOTING STEEL (COPPER WIRE) HOT WIRE SIZE - 3 #4/0 NEUTRAL SIZE - 1 #2/0 BARE GROUNDING - 1 #4 2-5/8" X 8'-0" COPPER GROUNDING RODS (6'-0" APART) GROUND RODS WITH APPROVED GROUND ROD CLAMP ELECTRICAL RISER DIAGRAM N TS REFER TO 2014 NEC SECT. 210.12 (B) FOR ARC FAULT OUTLET LOCATIONS j NOTE: PROPOSED ELECTRICAL RISER, j j ACTUAL PANEL/AMPERAGE SIZE MAY VARY, j j CONTRACTOR TO DETERMINE ACTUAL j j DISCONNECT -WORKING SIZE REQUIRED IN FIELD. j CLEARANCES 30" SIDE BY SIDE L.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.- 36" IN FRONT 6'-0" ABOVE PER 2014 NEC -SECTION 406.11 OUTLETS TO BE TAMPER RESISTANT (ALL 15A & 20A 125V RECEPTACLES) SWITCHED OUTLETS REFER TO SECTION 210.52 2014 NEC ELECTRICAL LEGEND- --0TV CABLE TELEVISION JACK ® RECESSED EXHAUST FAN WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE 2-TUBE SURFACE MOUNTED FLOUR. FIXTURE 1X4 SURFACE MOUNTED FLOUR. FIXTURE S.D. CLG MOUNTED SMOKE DETECTOR CLG MOUNTED SMOKE DETECTOR CCOO/SD CARBON MONOXIDE COMBO UNI pp PUSH-BUTTON DOOR BELL pax� DOOR CHIME ON= ELECTRICAL PANEL GD9 OUTLET FOR GARAGE DOOR OPENER (OPT.) ® COMMUNICATIONS OUTLET STANDARD 110V DUPLEX OUTLET SWITCHED 110V DUPLEX OUTLET (HALF HOT) GF/ WATERPROOF GFI 110V DUPLEX OUTLET SPECIAL HGT. 110V DUPLEX OUTLET ® STANDARD 220V DUPLEX OUTLET _61)_ SINGLE POLE SWITCH p DIMMER SWITCH -69-3 THREE-WAY SWITCH -69-4 FOUR-WAY SWITCH TELEPHONE JACK CEILING FAN PRE -WIRE a DISCONNECT SWITCH FOUR TUBE FLOUR. FIXTURE Q � (� Ln Li W Q LLB Q (� Q 0 IT- un Lf) Q0�LLI LLJ - REV.: DRAWN BY: GP CHECKED BY: GP DATE: 9/2020 FILE NAME: CRMHRDELC 0 w w Z (n w cn oz m Z U � w� ~Oz YO Z� Z0 WLd D_ r0: <F- LL. O <LL.H ZZ� U N w20 H w Z M w D N U N(D F- ClF-Z Z U W af O W< wmQ �<U LLI LJO�ZpQ�WLj ow NNinMQw~ Oa>_ NO <M0N<0� wdz:owv)Ooz LLdZ Z= JUZO Lu W < ~ < < 0 M 0 N~ O Z~ W o w � 0wcllZ0 zzE o�U2oW 0'0W WLL.JH(na-<d(n> Q Q O � � w U � z W W � U 0 � � W � W W u� W � � _ Ln O I SHEET N0. � I EEC General Notes: Reinforcement Codes Rebar * Placed 2017 in Florida Precast Building CodeASTM A615 Gr Building W W * 60 3'0"X6'8" 3060 SH WDW 3060 SH WDW DOOR ASCE * 3014BOVENSOM "� 7-10 Rebar L-10 L1J Placed * In 2660 SH WDW 0 _ ACI Field 3040 SH WDw z =J _j Ln 318--11 - L-8 * ASTM = Cn ACi A615 0 r 530-11 Gr LOTT'S CONCRETE Q :::: o W 40 LINTEL SCHEDULE �' W Concrete * o * Prestressed STEP IN STEP IN o TIE BEAM TIE BEAM Precast Strand x REV.: Lintels - L-11 2660 SH wDw L-1 DRAWN BY: GP - ASTM 4,000 A416 CHECKED BY: GP psi Gr DATE: 9/2020 * 270 FILE NAME: CRMHRD-LIN Prestessed Lintels Masonry o w 6,000 Concrete C� psi Masonry z ow Zm * UnItS O~ Grout per YO W� O� per ASTM Soso sH wDw L- 7 L- 6 L- 5 L- 4 z w � ASTM C90 N� Q� C476 - wo <U� Zz� - 1900................................................................... ... wX C) LU20 LLJ 3,000 si Qz O<M Uwv p 12'0" X 9'0" SGD 2660 SH WDW 2660 SH WDW o P- O z pSl W/ 2612 W/ 2612 z (U w O Mortar TRANSOM TRANSOM L IUJ L.J cn o w per ABOVE ABOVE 3 D,OOR L-19 Q w m o Q ASTM Y- W O W WOLOwLjQ�LL_UJw C270 1Lj�°Ow�Qcnwz Type Wo=0WNozo ((no .< 02E(nQ M ``az�a=�uz or W Q M �oN~oZ~wow S �ow(nz�o zzF 0JU=2W w2W WLL_JH(na-Qa-(n> Lintels Safe Loads Based on a Minimum Bearing Of 3060 SH WDW 4" L-12 L-15 6020 TRANSOM ABOVE Q (2)-3068 DOORS (2)-2660 SH WDWS STEP IN TIE BEAM L-14 Q I L-16 STEP IN TIE BEAM I Lj_ #5 Continuous #5 Continuous O o'er Concrete Masonry Hry v ° ' — Concrete Masonry O W Unit Unit — d' — v — v O 3,000 psi Grout ,(� — 3,000 psi Grout aim — Top Bars aim p ' — Top Bars � O 3060 SH WDW 3060 SH WDW —`--- —`--- v v W #5 Continuous r #5 Continuous ^ I d I d U J\ E�J 1 I Bottom Ba s I ° I ° Bottom Bars `��� II � I - LLI 7116" Prestressed �8� fie. Strand r n 3060 SH WDW �/ 7/32" Steel 7132" Steel .................. 8/16 - 1 U/1 L 8/16 - 1 U/1 L Precast Prestressed L-13 NOA No.: 15-0526.12 ; :• a L� LINTEL PLAN z O d. e -- 'A.' -- SCALE: 1 /4" = 1'-0" • ° d ° 71 d d. d e -- •:e -- a.' -- a.' -- e.' ° d'_. SHEET NO. e e e :e e FPA No.: 17867.1 APPROVAL DATE: 18/20/2015 . . . . . . . . . . . . . . 8/8-PLAIN 8/8-1 U/1 L 8/16-1 U/1 L 8/20-1 U/1 L 8/24-1 U/1 L 8/28-1 U/1 L 8/32-1 U/1 L LINTEL N0. LENGTH TYPE COMMENTS L-1 17'-4" 8F32-1 B/1 T PRE -STRESSED L-2 4'-4" 8F16-1 B/1 T L-3 4'-4" 8F16-1 B/1 T L-4 3'-10" 8F28-1 B/1 T L-5 3'-10" 8F28-1 B/1 T L-6 13'-4" 8F28-1 B/1 T PRE -STRESSED L-7 4'-4" 8F40-1 B/1 T L-8 4'-4" 8F16-1 B/1 T L-9 4'-4" 8F16-1 B/1 T DOOR L-10 3'-10" 8F16-1 B/1 T L-11 3'-10" 8F16-1 B/1 T L-12 4'-4" 8F16-1 B/1 T L-13 4'-4" 8F16-1 B/1 T L-14 7'-4" 8F8-1 B/1 T DOOR L-15 7'-4" 8F24-1 B/1 T L-16 6'-4" 8F40-1 B/1 T L-17 4'-4" 8F16-1 B/1 T L-18 4'-4" 8F16-1 B/1 T L-19 4'-4" 8F48-1 B/1 T DOOR LOTT'S CONCRETE - 8 INCH LINTEL GRAVITY SAFE WORKING LOADS (PLF) LENGTH * TYPE 8/6 -PLAIN 8/6-1 U/OL 8/8-1 U/OL 8/14 -1 U/OL 8/16 -1 U/OL 8/20 -1 U/OL 8/24 -1 U/OL 8/28 -1 U/OL 8/32 -1 U/OL 8/8 -PLAIN 8/6-1 U/1 L 8/8-1 U/1 L 8/14 -1 U/1 L 8/16 -1 U/1 B 8/20 -1 U/1 L 8/24 -1 U/1 L 8/28 -1 U/1 L 8/32 -1 U/1 L 2'-10" PRECAST 1930 1315 1950 7510 8730 10000 10000 10000 10000 2829 3257 6099 10000 10000 10000 10000 10000 10000 3'-6" PRECAST 1189 801 1190 4631 5385 6890 8350 9902 10000 1746 2184 3712 10000 10000 10000 10000 10000 10000 4'-0" PRECAST 879 586 873 3429 3987 5102 6184 7334 8348 1293 1749 2866 7729 8859 10000 10000 10000 10000 4'-6" PRECAST 674 444 662 2632 3061 3918 4750 5633 6412 993 1456 2330 5963 6835 7862 9587 10000 10000 4'-8" PRECAST 620 406 607 2422 2817 3606 4371 5185 5901 914 1359 2163 5497 6301 7246 8837 10000 10000 5'-4" PRECAST 748 926 1465 3566 3482 4472 5425 6414 7404 1063 1136 1773 4310 5809 8882 9082 10000 10000 5'-10" PRECAST 659 757 1201 2929 2857 3670 4452 5265 6077 927 1002 1547 3589 4721 7315 7474 8816 10000 6'-4" PRECAST 588 895 1371 3070 3971 5863 5807 6866 7925 822 895 1371 3070 3971 6298 10287 10000 10000 6'-6" PRECAST 568 863 1319 2925 3766 5536 5482 6482 7482 791 863 1319 2925 3766 5896 9424 10000 10000 6'-8" PRECAST 548 834 1271 2793 3581 5235 5182 6128 7073 762 834 1271 2793 3581 5542 8693 10000 10000 7'-6" PRECAST 469 713 1078 2284 2882 4060 4013 4745 5478 646 713 1078 2284 2882 4275 6288 8615 7857 7'-8" PRECAST 455 693 1046 2201 2770 3868 3821 4518 5216 627 693 1046 2201 2770 4082 5948 8211 7486 8'-0" PRECAST 431 656 987 2056 2575 3529 3484 4120 4757 591 656 987 2056 2575 3752 5380 7502 6835 8'-4" PRECAST 409 620 926 1927 2405 3232 3188 3770 4353 560 622 934 1927 2405 3469 4908 6878 6264 9'-4" PRECAST 353 480 719 1618 1905 2522 2481 2935 3389 481 537 803 1618 2000 2818 3868 5257 4899 10'-6" PRECAST 303 366 550 1282 1466 1943 1904 2253 2602 411 462 687 1357 1664 2302 3087 4071 3784 11'-4" PRECAST 275 420 622 1215 1484 2033 2694 3501 4506 372 420 622 1215 1484 2033 2694 3501 4506 12'-0" PRECAST 256 390 578 1119 1363 1855 2439 3140 3996 346 390 578 1119 1363 1855 2439 3140 3996 12'-6" PRECAST 243 371 548 1056 1285 1740 2277 2914 3681 328 371 548 1056 1285 1740 2277 2914 3681 13'-4" PRECAST 224 320 494 965 1171 1576 2047 2598 3250 302 342 504 965 1171 1576 2047 2598 3250 14'-0" PRECAST 210 285 441 901 1091 1463 1891 2387 2966 283 312 473 901 1091 1463 1891 2387 2966 14-8" PRESTRESSED N.R N.R 479 N.R 1079 1429 1824 2277 2801 479 1079 1429 1824 2277 2801 15'-4 PRESTRESSED N.R N.R 438 N R 1014 1340 1703 2118 2593 438 1014 1340 1703 2118 2593 17'-4" PRESTRESSED N.R N.R 328 N.R 856 1121 1413 1739 2106 328 856 1121 1413 1739 2106 19'-4" PRESTRESSED N.R N.R 272 N.R 736 959 1200 1467 1762 272 736 959 1200 1467 1762 20'-0" PRESTRESSED N.R N.R 250 N R 702 913 1141 1392 1669 250 702 913 1141 1392 1669 21'-4" PRESTRESSED N.R N.R 212 N.R 643 833 1038 1261 1506 212 643 833 1038 1261 1506 22'-0" PRESTRESSED N.R N.R 196 N R 616 797 992 1203 1435 196 616 797 992 1203 1435 24'-0" PRESTRESSED N.R N.R 154 N.R 534 704 872 1054 1252 154 546 704 872 1054 1252 TOTAL LENGTH OF LINTEL N.R -NOT RECOMMENDED LOTT'S CONCRETE - 8 INCH LINTEL SAFE WORKING LOADS (PLF) UPLIFT LATERAL LENGTH * TYPE 8/6 - 1 U 8/8-1 U 8/14-1 U 8/16-1 U 8/20 - 1 U 8/24 - 1 U 8/28-1 U 8/32 - 1 U 8/8 PLAIN 8/8 SOLID g/6 -2U 8/8 - 2U 8/14-2U 8/16 - 2U 8/20 - 2U 8/24 - 2U 8/28-2U 8/32 - 2U 2'-10" PRECAST 2098 3487 10000 10000 10000 10000 10000 10000 2010 2010 2098 3487 10000 10000 10000 10000 10000 10000 3'-6" PRECAST 1457 2220 6360 7428 9578 9578 9578 9578 1250 1250 1457 2220 10000 10000 10000 10000 10000 10000 4'-0" PRECAST 1190 1753 4771 5572 7184 7184 7184 7184 g33 933 1190 1753 7990 10000 10000 10000 10000 10000 4'-6" PRECAST 1008 1452 3719 4343 5598 6849 6849 6849 722 722 1008 1452 5815 8143 10000 10000 10000 10000 4'-8" PRECAST 959 1373 3442 4019 5180 6337 6337 6337 667 667 g59 1373 5325 7316 9827 10000 10000 10000 5'-4" PRECAST 807 1135 2619 3057 3939 4819 5698 5698 795 795 807 1135 4021 5259 7441 9169 10000 10000 5'-10" PRECAST 722 1005 2183 2548 3282 4014 4746 5480 657 657 722 1005 3398 4344 6175 7609 9043 10000 6'-4" PRECAST 654 903 1849 2160 2782 3401 4021 4643 858 1148 654 903 2946 3706 5213 6423 7633 8846 6'-6" PRECAST 634 873 1755 2049 2639 3226 3814 4404 g28 1086 634 873 2819 3531 4938 6083 7229 8378 6'-8" PRECAST 615 846 1667 1947 2507 3065 3623 4183 799 1029 615 846 2703 3372 4685 5771 6858 7948 7'-6" PRECAST 538 733 1327 1548 1993 2436 2879 3323 683 804 538 733 2255 2769 3695 4552 5408 6266 7'-8" PRECAST 525 714 1271 1483 1908 2333 2757 3182 663 767 525 714 2182 2672 3533 4351 5170 5990 8'-0" PRECAST 501 680 1173 1368 1760 2151 2542 2934 628 703 501 680 2053 2494 3248 4000 4752 5506 8'-4" PRECAST 479 649 1086 1267 1630 1992 2354 2717 597 646 479 649 1939 2302 2998 3692 4385 5081 9'-4" PRECAST 394 572 880 1027 1320 1612 1904 2197 510 510 425 572 1568 1844 2400 2955 3509 4065 10'-6" PRECAST 319 473 712 830 1066 1301 1537 1773 400 400 376 504 1251 1470 1912 2353 2794 3235 11'-4" PRECAST 349 466 624 727 933 1138 1344 1550 409 475 349 466 1084 1274 1656 2037 2418 2800 12'-0" PRECAST 330 440 566 659 846 1032 1217 1404 383 422 330 440 975 1146 1488 1830 2172 2515 12'-6" PRECAST 317 422 529 616 790 963 1136 1310 365 388 317 422 905 1063 1381 1697 2014 2332 13'-4" PRECAST 290 396 477 555 711 866 1022 1178 339 340 298 396 806 946 1229 1510 1791 2073 14'-0" PRECAST 267 378 441 513 657 801 944 1088 308 308 285 378 739 867 1125 1383 1640 1898 14-8" PRESTRESSED N.R 268 N.R 477 611 744 877 1011 N.R 472 403 799 1036 1273 1509 1747 15'-4 PRESTRESSED N.R 250 N R 446 571 695 820 944 N.R 432 374 741 960 1179 1398 1617 17'-4" PRESTRESSED N.R 208 N.R 374 478 581 685 788 N.R 336 304 603 781 501 1135 1312 19'-4" PRESTRESSED N.R 234 N'R 323 412 501 590 679 N.R 288 306 507 655 803 950 1098 20'-0" PRESTRESSED N.R 222 N.R 310 395 480 565 650 N.R 269 290 481 621 761 901 1041 21'-4" PRESTRESSED N.R 202 N.R 287 365 443 521 599 N.R 236 262 437 563 690 816 943 22'-0" PRESTRESSED N.R 193 N.R 276 352 427 502 578 N.R 221 249 417 538 659 779 900 24'-0" PRESTRESSED N.R 172 N.R 251 319 387 455 523 N.R 186 219 369 475 581 687 793 ' TOTAL LENGTH OF LINTEL N.R -NOT RECOMMENDED LOTT'S CONCRETE - LINTEL SCHEDULE CLEAR SPAN TYPE DESIGNATION 2'-8" PRECAST 8/16-1U-1L 3'-4" PRECAST 8/16-1U/1L 4'-6" PRECAST 8/16-1U/1L 6'-2" PRECAST 8/16-1U/1L 8'-0" PRECAST 8/16-1U/1L 10'-0" PRECAST 8/16-1U/1L 12'-0" PRECAST 8/16-1U/1L 13'-4" PRECAST 8/16-1U/1L 16'-0" PRESTRESSED 8/16-1U/1L 18'-0" PRESTRESSED 8/16-1U/1L 20'-0" PRESTRESSED 8/16-1U/1L 22'-8" PRESTRESSED 8/16-1U/1L DESIGN CRITERIA: 1'-8" 17'-10" 25'-8" 23'-9" II I I M I I N I I I I GUTT GUTTERS THIS LOCATIO THIS L CATION I I I I EP IN XBEA1 AM �IE o N 011 o I II II II IN I fly 9'-4" CLG II IIII II I I I II I 9'-4" CLG II I II II II I I I I I II I I 9'-4" ILG II — _ F- I= F� I '-4" C — cn = QI w Qu=I 2I N a N l _I I II I II I I I I I I I II I 11'-4" CLG I I II II I III III I I I I I� II II II -- I STEP — IN — AULT Cpill -- -- G — N — — -- - — — VA I I T CLG I I 9' J 4" CLG 7 I I I I II I I I I II II III III II II II II II I II I 9'-4" CLG I II II II I I I I I I II II I I II II II II II o O in 11'-4" CLG TIE BEAM p� Y I L _ _ 9'-4" CLG I VAULT CLG ;III I I I " ---- — = _____— 8„ I'I 8„ 8„ I 00 I I I 1 I I I I II Lo II II 4'-9" 10'-10" 14'-10" 5'-5" 18'-4" 1'-8" L 13'-1" 1. 68'-11" 1 ST FLOOR PLAN SCALE: 1 /4" = 1'-0" POST/ HEADER SEE DETAIL 65 SHEET 13 HEADER CHART SEE DETAIL 65 SHEET 13 WINDSPEED: 160 MPH EXPOSURE CATEGORY =C IMPORTANCE FACTOR =1.0 BUILDING CATEGORY =II INTERNAL PRESSURE COEFFICIENT = +0.18 COMPONENTS/CLADDING DESIGN PRESSURE _ +25.0 / —34.7 PSF PROTECTION OF OPENINGS REQUIRED DESIGN PRESSURES= WINDOWS: —29.6/ +34.7 PSF DOORS: —27.9/ +32.6 PSF STRUCTURE COMPLIES W/ 2017 FBCR, 6TH ADDITION TYPICAL NOTE: WOOD FRAME BRG LOCATION (INTERIOR BRG.) SIMPSON HTS24 © ROOF TRUSS TO TOP PLATE BOTTOM PLATE TO STUD SP6 ANCHOR @ 32" O.C. MAX. (TYP.) BOTTOM PLATE TO SLAB, USE 1 /2" ANCHOR @ 24" O.C. W/ 7" EMBEDMENT @ CONC. SLAB ALL WOOD FRAME BRG BEAMS TO BE 2-2"X12" W/ 1 /2" PLYWOOD FLITCH (UNLESS NOTED OTHERWISE) TYPICAL NOTE: CMU BRG LOCATION SIMPSON HETA20 (ALL LOCATIONS) Q ROOF TRUSS TO CMU WALL (UNLESS NOTED OTHERWISE) NOTE MISC: ROOF TRUSSES @ 24" O.C. 2X6/8/10 RAFTERS @ 16" O.C. AREA OF ATTIC = 4105 SQ. FT. NET FREE VENTILATION AREA REQ = 1/ 300 SQ. FT. REQ. VENTILATION AREA = 4105/ 300 SQ. FT. 13.6 2052.5 MIN. REQ. VENTILATION = .5X 2052.5 SQ. IN. IN UPPER PORTION OF ATTIC = 1026.25 SQ. IN. BALANCE TO BE PROVIDED IN SOFFIT OFF RIDGE VENTILATION AREA = 115 N. PER VENT TOTAL # OF VENTS REQUIRED = 8.9 TOTAL # OF VENTS PROVIDED = 9 16" VENTED ALUMINUM SOFFIT (ALPHA ALUMINUM) 20.25" IN/PER LINEAR FT O � Ln WWI Q L O 0 � z �� V / I Q O LLB LLJ - 0— REV.: DRAWN BY: GP CHECKED BY: GP DATE: 9/2020 FILE NAME: CRMHRD-FP 0 W Of W � o Z V) W Om O 0 Az: ~o YO Z:2 ZN W� m �(nmg Q� L� O QLL ZZm U N w p oz Liz wWm 0 0 W O (n w m Q a W Q Lv W� W ZmzmaWQ0Q} wm mp=owcnomz L:o-Z WZ=o zo aJ 0W Q0a0 wmn�oWOW 3-owzz�jnzOoz DU=2W w2W WL�JHNlZQlZ(n> W Q u l W � � _ Ln O In I SHEET N0. � I TRH: I (1) #5 REBAR VERTICALLY W/ CONC. I 1 #5 REBAR VERTICALLY W CONC. POURED CELL POURED CELL POUR INSULATION II R-4.1 INSULATION TEXTURED FINISH STUDS 16" O.C. MAX g" 1" RECESS FOR 1� 8" CMU SECURE BOTTOM PLATE TO STUD W/ S.G.D. TRACK T II 11 SIMPSON SP4 032" O.C. MAX N FINISH FLOOR 8" II 8" CMU 1/2" GYP. WL. BD. a J WOOD BASE °II iN SECURE BT. PLATE TO SLAB W/ }" ANCHOR BOLT W/ 2' WASHER 7" SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL ® 32" O.C. MAX ° d d ° a > d ���� ° ° ° °° ° d °d 11 GYP. WL. BD. °l l WOOD BASE I EMBED. MIN. ® 32" OC MAX. d �i ° d ° ° 8 d ° a d `I� II Q 4 a 4 a d ° - a d LL ° d z STUCCO ell ° g z o STOP 1 ° ° 4" CONC. REINFORCED W/ 6"X6" ¢ 1 ° ° W1.4XW1.4 WWF OR FIBERMESH ON _ d O 9 d a ° ° d ° 4" CONC. REINFORCED W 6"X6" W1.4XW1.4 / O °°d ° ° ;�4" CONC. REINFORCED W/ 6"X6" W1.4XW1.4 a dd °d d d° ISOLATION JOINT W/ 4" CONC. REINFORCED W / 6"X6" W1.4XW1.4 WW O e a I` °^d d 4" CONC. REINFORCED W/ 6"X6" W1.4XW1.4 LO \ LO W d ° 6-MIL. VAPOR BARRIER ON m o ° WELL -COMPACTED CLEAN FILL. TERMITE WWF OR FIBERMESH ON 6-MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL. WWF OR FIBERMESH ON 6-MIL. VAPOR z x BARRIER ON WELL -COMPACTED CLEAN FILL. � 1/2" FELT PAPER OR FIBERMESH ON 6-MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL. TERMITE WWF OR FIBERMESH ON 6-MIL. VAPOR w BARRIER ON WELL -COMPACTED CLEAN FILL. � ----- ° TREATMENT TO BE BORA-CARE APPLIED ° TERMITE TREATMENT TO BE BORA-CARE o APPLIED AT FRAMING. `� v TERMITE TREATMENT TO BE BORA-CARE = o APPLIED AT FRAMING. M v TREATMENT TO BE BORA-CARE APPLIED AT FRAMING. > TERMITE TREATMENT TO BE BORA-CARE O APPLIED AT FRAMING. h O d AT FRAMING. 4" 1'-0" 4" 4" 1'-0" 4" 4' 1'-0' 4" z z m �' 1 _g^ (2) #5 REBAR ON CHAIRS 1'_g' (2) #5 REBAR ON CHAIRS 1'_g' (2) #5 REBAR ON CHAIRS ~ 0 4° ' -°° 4' = SLAB AT S.G.D. W — N0 MU 1._8.. �(2) O SCALE: 1 "=1'-0" _ Q � LO #5 REBAR ON CHAIRS cn_j 1-STORY FOOTING 1-STORY FOOTING 1-STORY FOOTING 1-STORY FOOTING z � -i Ln � � 1 W BLOCK WALL AT L.B.W. W UPLIFT SCALE: 1/2"=1'-0" AT L.B.W. W NO -UPLIFT). 1 2 SCALE: 1/2"=,'-O" AT L.B.W. W NO -UP LIFT 2 2 SCALE: 1/2"=,'-O" = ^F, SCALE: 1 /2"=,'-O" (f) (n 0 W O STUDS 16" O.C. MAX STUDS 16" O.C. MAX REV.: SECURE BOTTOM PLATE TO STUD W/ HEAD OF GARAGE VARIES WITH SLOPE SIMPSON SP4 032" O.C. MAX DRAWN BY: C P HEIGHT OF GARAGE SECURE BT. PLATE TO SLAB W/ J"x9" VARIES WITH SLOPE ANCHOR BOLT W/ 2" WASHER 7" EMBED. SECURE BT. PLATE TO SLAB W/ 10d CHECKED BY: GP z w ¢ MIN. ® 32" OC MAX. w MASONRY NAIL ® 32" O.C. MAX w *EPDXY NOT REQUIRED FOR EXPANSION BOLTS RECESS FOR 1��0" GARAGE DOOR DATE: 9/2020 ��� ° ° d FILE NAME: CRMHRD—D1 o ,' ° d ° _ 8 ° d a z 4" CONC. REINFORCED W/ 6"X6" W1.4XW1.4 WWF OR FIBERMESH ON 6-MIL. VAPOR BARRIER ON , d o ° d ° d z d e 4" CONC. REINFORCED W/ 6"X6" W1.4XW1.4 WWF o ° d ° d 4" WELL -COMPACTED CLEAN FILL. TERMITE TREATMENT oKn)0 4" CONC. REINFORCED W 6"X6" W1.4XW7.4 / / / d OR FIBERMESH ON 6-MIL. VAPOR BARRIER ON d e l WELL -COMPACTED CLEAN FILL. TERMITE / 4" CONC. REINFORCED W/ 6"X6" W1.4XW1.4 r 0 8^ TO BE BORA-CARE APPLIED AT FRAMING. WWF OR FIBERMESH ON 6-MIL. VAPOR z > BARRIER ON WELL -COMPACTED CLEAN FILL. d ° TO BE BORA-CARE APPLIED AT WWF OR FIBERMESH ON 6-MIL. VAPOR w BARRIER ON WELL -COMPACTED CLEAN FILL. W 1 5 REBAR ON CHAIRS () # oTERMITE TREATMENT TO BE BORA-CARE 4" 1' -°" 4" FRAMNG.TREATMENT O TERMITE TREATMENT TO BE BORA-CARE 4" 1'-0" 4" U p THICKEN EDGE a O APPLIED AT FRAMING. ? w 1'-8" (2) #5 REBAR ON CHAIRS h c> APPLIED AT FRAMING. Z (!1 W 3 SCALE: 1/2"=,'-O" \ 1 -8» (2) #5 REBAR ON CHAIRS i70 1 -8 (2) #5 REBAR ON CHAIRS m U � +° 4" CONC. °REINFORCED W/ 6"X6" W1.4XW1.4 WWF LLJ Y� U:m OR FIBERMESH ON 6-MIL. VAPOR BARRIER ON ACTED CLEAN FILL. TERMITE TREATMEEN T TO BE BORA-CARE APPLIED AT GARAGE STEP-UP GARAGE DOOR FOOTING GARAGE STEP-UP Za W Ld aR FRAMING. 1-STO��2.B.W. W UPLIFT 13 1 SCALE: 1/2"=,'-o" 1- STORY L.B.W. NO UPLIFT 2 3 >-u): GARAGE STEP-UP SCAL, -0 SCALE: 1 2 =, -0 Ow U�� N0- NON- BEARING 4 SCALE: , 2 =1 -0 Q w Z 0 W m (nC� �QF- 0MZ W WZ Ww� p0_ 0 Q I JMM F-QU w w W O w p Q Of p w CURB HEIGHT VARIES '•1 (1) #5 REBAR VERTICALLY W/ CONC. W Lj ZU)�mJw<OJr 1 /2" RECESS FOR SERVICE DR .1' POURED CELL U N AM � z Lv d (n w Q Z w Ld Z =L, NQ 1 4 III III 8" CMU TIE VERTICAL REBAR VARIES PER ELEV. Q pLD— c/10 = p W N a p Z OZ = a TO HORIZONTAL REBAR W/ 10" HOOK ° TIE VERTICAL REBAR ° l d TO HORIZONTAL LL- d g Q= J O Q U ~Qp p II EXTENDED J N JG GROUTED BOND BEAM ,° a dl REBAR W 10" HOOK l l / 0Qww p �� p w p w Q� Z w 0 C� w l� P1 II SLAB 1 1 /2" STUCCO STOP VARIES PER ELEV. ° VARIES PER ELEV. Jl � U w (n Z p Z Z E 0_10=2w af2w II CURB HEIGHT VARIES w ° ° d ° d n a-- n -a - _— <-a -- _ P l =a ------- LdL�JH0a-<a- N> • ad Z\ W I° �¢ dd " e Of d d d d° I ° a I d Id d GROUTED BOND BEAM d a ¢ z_ o I d ¢ = U' ° 4" CONC. REINFORCED W/ 6"X6" W1.4XW1.4 WWF `� °� l 1 ao d c ° 4" CONC. REINFORCED W/ 6"X6" W1.4XW1.4 z > U °1 d ` OR FIBERMESH ON 6-MIL. VAPOR BARRIER ON o � ° WELL -COMPACTED CLEAN FILL. TERMITE I I dl d 1 _4' I e WWF OR FIBERMESH ON 6-MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL. op I ° d a CO 0 4" CONC. REINFORCED W 6"X6" W1.4XW1.4 I / l ° TREATMENT TO BE BORA-CARE APPLIED AT z Z z a FRAMING. d TERMITE TREATMENT TO BE BORA-CARE APPLIED AT FRAMING. WWF OR FIBERMESH ON 6-MIL. VAPOR L__�_ BARRIER ON WELL -COMPACTED CLEAN FILL. ° - - o > 4" 8" 8" 4" m uj (2) #5 REBAR ON CHAIRS d TERMITE TREATMENT TO BE BORA-CARE APPLIED AT FRAMING. a '� U 2'-0" 4" #5 REBAR ON CHAIRS 1 b e 1° d I ° d 00 ISOLATION JOINT W/ z �` w h4" 1 -0 4 (2) #5 REBAR ON CHAIRS d I I I 1/2" FELT PAPER m 0 1'-8" CONCRETE PAD °; ° d I° ;� MU 16 SLAB AT GARAGE 1-STORY FOOTING ; < 1 ° ; < 5 SERVICE DOOR SCALE: 1 2 =1 -0 6 AT GARAGE "° I CLEANOUT REQUIRED FOR l l • All d d 1 z 11 jl CLEANOUT REQUIRED FOR d M ° INSPECTION I° I INSPECTION a o �¢ �I J IJ N °d II ° N all d II I Ild Ip d I 0'-0" FIN. FLR. ° it it ° 0'-0" FIN. FLR. CAULK AND SEAL I I OPT. SCREEN ° a ° d ° ° n ° f ° TO HORIZONTAL BAR ° ° a ° ° °di a ° i °° ° TO HORIZONTAL ENCLOSUREI ENCLOSURE a REBAR W 10" HOOK °d d REBAR W/ 10" HOOK GAS LINE I Jr I I 1 �' PVC SLEEVE FOR GAS LINE I I PAVERS i i 4" EXP. ANCHOR z x o z a j (TYP.) POURED LINTEL CONT. TYP, (4) YZ"X7" ANCHOR BOLTS (4) Y2"X7" o N 8" CMU I (1) #5 VERT. DOWEL W/ BOND BEAM U o or i LAPPED J-BOLTS MIN. 5" EMBEDMENT W/ 'O< 2"X2"X,/8" WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED �_1/2" GYP. WL. BD. WOOD BASE °� co (1) #5 REBAR AT CORNERS W/ 30" LAP MIN. VY/1 HORIZONTAL VERTICAL ° ° 2X WALL FRAM Q ANCHOR IN SOLID POUR ACCEPTABLE HORIZONTAL/VERTICAL REINFORCING AT RETROFIT) 8" CMU FILLED CELL (TYP.) ` z o ° ¢ d ° / z / 01 #5 CONT. v�i REINFORCING 27 SCALE: 1 2 =1 -0 BEARING CHANGE 2 SCALE: 1 2 =1 -0 8 O = O ° ° ° 00 O e ° M 6„ ° ° 12" TYP. REBAR LAP EXT. /INT. FRAME WALL TO TRENCH 19 AT LINTEL CORNERS W BLOCK WALL CONNECTION 8 SCALE: 1/2"=1'-0' �% GAS LINE THRU BLOCK 1 f SCALE: 1 =1 -0 FOOTING 18 AT ALL PAVER AREAS SCALE: , 2 =, -0 SCALE: ,/2"=1'-0" W W O � e 1 ° I °d l � Z m (1) #5 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 6" EMBED. MIN. J. I }� I j° I ° I / /� °l ° 1 N zINSULATIONIvI j I° 8" VARIES 8" (1) #5 REBAR VERTICALLY W/ CONC. D CELL l / J /I Li de 3» 3» R-4.1 o 2� P 1 1 1° ° (2) #5 REBAR ® 1-STORY 8" CMU W W 0 O m ~ _ ° I (3) #5 REBAR (� 2-STORY °l l d 4A, ° 1 /2" GYP. WL. BD. WOOD BASE ° e I d OUTSIDE REBAR TO BE ° ° r I CONTINUOUS -a----a-----IZ-0 ° °°W1.4XW1.4 z 4" CONC. REINFORCED W/ 6"X6" fill I I' L� CONC. REINFORCED W/ 6"X6" W1.4XW1.4 WWF d --° -4---- ° - --'a \�///\ ° ° // a d�F° a a WWF OR FIBERMESH ON( 0'-0" FIN. FLR. I J 6-MIL. VAPOR BARRIER ON�/ n4" / OR FIBERMESH ON 6-MIL. VAPOR BARRIER ON CLEAN FILL. TERMITE TREATMENT TO BE BORA-CARE APPLIED AT de d __s=====------g/��\��\��/ `a--- ------- �/�/�/ � / / / �� �� �� �� �� /�//�//� �// //�//�//�//�///�/ ° daWELL-COMPACTED CLEAN FILL. TERMITEWELL-COMPACTED °° ° d d ° = OTREATMENT TO BE BORA-CARE APPLIED 00 d s ° ° FRAMING. d ° d ° /�/• /�/�/� /�/� \� �������//� / /�//�/ . /� °° d d d ed AT FRAMING. � zo ° 2'-6" MIN LAP (1) #5-CONT. = z�' O ° ° ° d d ° I j'd ------- °- - -e-- --�-� ° ° No TYP. RETROFIT FOR 24 SHOWER RECESS FOOTER SCALE: 1 =1 -0 ° I f a �; ° 6" PVC CHASE THRU FOOTING 00 T Q OMITTED DOWELS cJ SCALE: 1 2 =1 -0 REBAR LAP AT FOOTING 1 O SCALE: 1/2"=1'-0" 6" PVC CHASE THRU FOOTING d -�-. 1-STORY O _ (2) #5 REBAR ON CHAIRS > 1-STORY 2-STORY M L) 4" 8" [4" (2) #5 REBAR ON CHAIRS (3) #5 REBAR ON CHAIRS 2-STORY lL /j 1•-4^ (3) #5 REBAR ON CHAIRS PIPE THROUGH SHEET NO. 10 1-STORY FOOTING 2 6 W BLOCK WALL SCALE: 1 2 =1 -0 FIELD VERIFY ALL DIMENSIONS VARIATIONS OCCUR DUE TO AS BUILT CONDITIONS CUT HOUSEWRAP AT 45� ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSE OVER SHEATHING STUD WALL V11_1 d _u__ -A-- INSTALL 6" SELF-ADHE FLASHING i FLANGE Al EXTEND FL 1" BELOW FLASHING TEMPORARILY OLD -UP & SEC IOUSEWRAP (OR UCK FLAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R.0 INSTALL 6" SELF-ADHEf FLASHING 0 FLASHING N FLANGE EXTEND SELF-ADHEf FLASHING 1' BEYOND JAB FLASHING .�/ JL JL II ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -A[ FLASHING MATER FOLD HOUSEWRAP & TAPE DIAGONAL & ACROSS HEAD C WINDOW NOTE: SEAL INTEF PERIMETER OF WII\ NON -EXPANDING f SEALANT (W/ BAC REQUIRED APPLY J" NOM. ;ONTIN000S BEAD OF )EALANT AT JAMBS AND HEAD or APPLY -0 BACK OF WINDOW JAILING FLANGE IN _INE W/ 'RE -PUNCHED HOLES )R SLOTS. WALL FLASHING INSTALLATION DETAILS SCALE: 3/16"=1'-O" am-ANN311, n=a INSTALL WINDOW - PLUMB, LEVEL AND SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED METHOD 1.3 OF FBC R703.8 1.3 IN ACCORDANCE WITH FMA/AAMA 200 WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. 0 � Ln � W � LLJ � 0 Y 0 0 � V) W W Ln z � Lj- unI--u Q O W III REV.: DRAWN BY: GP CHECKED BY: GP DATE: 9/2020 FILE NAME: CRMHRD-D2 0 w w U � z (n w �n zz m � U � Wei OZ Y p Z z U W Lau� rU) QF_? o QLLU) zz0 � U N w�0 ~Z Of p=Z o Z U W O d Q w m Q Q U Lv � Y O w Q o wp w w �o,QNA;�NQ w6mowcnpoz L�O-Z Z= JUZO W aHQ �r) 0�O_(nF OZ~wow � oW(nZO0ZZry o_J U= 2 w E o W WL_JH0M<M n> W U W 0 CONTROL DATE: 12/13/12 W Q Q O U I SHEET NO. I I I FASTENER SCHEDULE ROOF DIAPHRAGM USE 7/16" O.S.B. OR 1/2" CDX PLY WITH #8 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND #8 RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE #8 GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" OSB PLY WITH #8 RING SHANK GUN NAILS AT 6" O.C. AT PANEL SIDES AND #8 RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND #8 RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. 8d ROUND,MODIFIED OR T 2 3/8" 113 170,000 NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL & TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH TOP CORD BLOCKING AT 4' Z O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. z RAFTER OR TRUSS = ROOF SHEATHING z c� Z� 00 J _ m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE. TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR & UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT © OPENINGS #8 RING SHANK GUN NAILS ® 4" O.C. TOP & BOTTOM EDGES J zz z cD z z a x N CD z of vi ` U � N qh C #8RING SHANK GUN ,NAILS ®6» O.C. IN FIELD U TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS ROOF SHEATHING DETAILS 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9" A.B. w/ 2" DIA. WASHERS, 7" MIN. EMBEDMENT WITHIN 8" OF EA. END, 32" O.C. MAX IN FIELD. 1X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION u SHINGLES —OVER #30 SHINGLES— OVER FELT PAPER ON 7/16" PRE—ENG GABLE TRUSS #30 FELT PAPER ON PRE—ENG GABLE TRUSS O.S.B. SHEATHING OR J" 7/16" O.S.B. SHEATHING SPF STIFFBACK (SEE SEALD TRUSS ENG. SPF STIFFBACK (SEE SEALD TRUSS ENG. CDX PLYWOOD SECURED OR I" CDX PLYWOOD PER FASTENER SCHEDULE PACK FOR SIZE &CONNECTION) SECURED PER FASTENER PACK FOR SIZE &CONNECTION) NOTE: 2x4 SPF BLOCKING BETWEEN TRUSSES AT 2x4 SPF BLOCKING BETWEEN TRUSSES ATDIAGONAL FIRST (5) BAYS 4'-0" O.C. (AT SCHEDULE FIRST (5) BAYS 4'-0" O.C. (AT OF TRUSS SPAN OR R CENTER SHEATHING SEAMS) SHEATHING SEAMS) HIGHEST RIDGE. DIAGONAL SHINGLES OVER MTL. DRIP EDGE NOTE: MTL. DRIP EDGE BRACE TO BE ® ANY SPAN #30 FELT PAPER ON INSTALLED PER FBCR.�L DIAGONAL BRACE ® CENTER INSTALLED PER FBCR � 15'-0" OR GREATER. REFER O.S.B. SHEATHING OR R905.2.8.5 PRE—ENG WD. TRUSS 24" OF TRUSS SPAN OR R905.2.8.5 PRE—ENG WU, TRUSS 24" TO TRUSS ENG. FOR CDX PLYWOOD SECURED HIGHEST RIDGE. DIAGONAL 2X6 SPF SUB —BAND ADDITIONAL HORIZONTAL PER FASTENER SCHEDULE O.C. MAX. O.C. MAX. 2X6 SPF SUB —BAND BRACE TO BE @ ANY SPAN SECURED W/ (3) 12d TRUSS REINFORCEMENT. SECURED W/ (3) 12d 15'-0" OR GREATER. REFER NAILS NAILS SECURE TO TO TRUSS ENG. FOR SEE FASTENER RUSESCURE TO 0'-0" TO 30'-0" (1) RUSS W/ (2) ADDITIONAL HORIZONTAL / (2) X—BRACE 1/2" CDX OR 7/16" OSB 12d NAILS TRUSS REINFORCEMENT. SCHEDULE 2 FOR 12d NAILS 30'-1" TO 60'-0" (3) PRE—ENG WD. TRUSS SHEATHING FASTENER SECURE TO WALL PER X—BRACE (1) X—BRACE @24" O.C. MAX. FASTENER SCHEDULE OX—BRACE 30'-0" (1) 1/2" CDX OR 7/16" PATTERN ERNOSB CENTER AND (2) BRACE MTL. DRIP EDGE , DIVIDED EQUALY FROM INSTALLED PER FBCR WEEP SCREED, SEE DETAIL 30'-1" TO 60'-0" (3) SECURE TO WALL PER CENTER TO END X—BRACE (1) X—BRACE 0 FASTENER SCHEDULE R905.2.8.5 I CENTER AND (2) BRACE 2X6 SPF SUB —BAND CONT. 2x4 SPF RAT RUN SECURED DIVIDED EQUALY FROM 2X4 W/ 3/8" X 5 LAG CONT. 2x4 SPF RAT RUN SECURED 2-STORY SECURED W/ (3) 12d I I 2X6 P.T. SECURE W/ W/ (2) 12d's ® EACH TRUSS CENTER TO END 032" O.C. MAX. OR W/ (2) 12d's ® EACH TRUSS GABLE END NAILS I I 1/2"X9" ANCHOR BOLT (2) 2x4 #2 S.Y.P. DIAGONAL BRACE W/ SIMPSON MSTA-24 ®32" (2) 2x4 #2 S.Y.P. DIAGONAL BRACE W/ VINYL/ALUMINUM SOFFIT 1'-4" 32" O.C. MAX. NAIL (3) 12d's 0 EACH TRUSS DIAGONAL GABLE O.C. MAX. (3) 12d's ® EACH TRUSS DIAGONAL CROSS TYP X—BRACING TO COVER 5—TRUSSES DBL TOP PLATE X—BRACING TO COVER 5—TRUSSES CONC. FILLED LINTEL O.H. GABLE TO 2X6 W/ 12d R 34 X-BRACING 35 BRACING BILK. W/ (1) #5 REBAR I , 5/8" GYPSUM BOARD OR 1/2" 2X STUD 16" O.C. MAX. 5/8" GYPSUM BOARD OR 1/2" NAILS 6" O.C. MAX. HIGH STRENGTH CLG. BOARD SCALE: 3/4"=1'—O" HIGH STRENGTH CLG. BOARD SCALE: 3/4"=1'—O" CONTINUOUS I ; I •I I t 5/8" THICK, 3 COAT t PORTLAND CEMENT PLASTER APPLIED I. DIRECTLY TO MASONRY o I z , r i 2X ®16" O.C. MAX WOOD SHEATHING j..y-:..:. WRB LAYER #1, "'•�...... r. ERA 1/2" CDX OR 7/16"LAYER FURR OUT WALL AS REQUIRED TO WRB WRB LLAAYER #2 FORTIflBER WOOD SHEATHING OSB SECURE TO WALL ALIGN WITH FURRING BELOW BUILDING PAPER STUCCO LAYER PER FASTENER I �, wrt.� maa �o METAL LATH NRB LAYER #2, FORTIFIBER SCHEDULE 1/2" A.B W/ MIN. 7" EMBEDMENT 2" �ouo arouho mL ..,o, WOOD BUILDING PAPER DIA. WASHER 32" O.C. MAX * cow CONSTRUCTION �W;H o FRAME TO BLOCK METAL LATH I r "'��"'�^ FASTEN TO WOOD STRUCTURAL CONNECTION SEE FASTEN TO WOOD STRUCTURAL 1-STORY I 2X8 PT. BOTTOM PLATE MEMBER O 7" O.C. MAX DETAIL MEMBER O 7" O.C. MAX . rmwn 8" CMU %" TO MID -WALL FMBH O WOOD gTC ILP K WALL"M" TYPE CONTROL JOINT 5 6" METAL LATH STRIP/4"=1'-0" > i/a uoarK sim I Zvi x nwa owu °0°" � • - �� • • • •� 6" N7DE STRIP SELF Ir m 6" MADE STRIP SELF ADHESIVE ADHESIVE FLASHING, CLEAN FLASHING, CLEAN MASONRY �.�MASONRY BEFORE APPLYING MASONRY BEFORE APPLYING TEXTURED FINISH O MASONRY TEXTURED 8" CMU r� FINISH O MASONRY WO 0 D FRAME 10 BLOCK 44 GARAGE DOOR JAMBS 39 HORIZONTAL WEEP SCREED 33 SCALE: 3/4"=1'-0" SCALE: 1/2"=1'-0" (FRAME TO BLOCK) 41 PRE-ENG'D WOOD TRUSS (TYP) ® 24" O.C. MAX SIMPSON a MASONRY Li CONNECTOR (TYP.) VERIFY W/ FRAMING PLAN CONC. POURED COURSE / —>_ 1X4 SYP LATERAL RE-INFORCING 36" O.C. MAX ® TRUSS BTM. CHORD, SECURE W/(3) 10d NAILS EA. TRUSS CHORD 38 GABLE END BRACING EMBED. STRAP VERIFY W/ TRUSS PLAN SEE ENERGY CODE FORMS FOR INSULATION R—VALUES. 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE —CAST CONC. SILL �(1) #5 REBAR VERTICALLY W/ CONC. POURED CELL 1x2 P.T. FURRING STRIPS ® 24" O.C. "-8" CMU ,,,-1/2" GYP. WL. BD. ---WOOD BASE SHINGLES OVER #30 FELT PAPER ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE INSTALLED PER FBCR R905.2.8.5 2x6 SPF SUB —BAND SECURED W/ (3) 12d NAILS VINYL/ALUMINUM SOFFIT- PRE—ENG. GABLE TRUSS WEEP SCREED PER DETAIL 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9" A.B. w/ 2" DIA. WASHERS, 7" MIN. EMBEDMENT WITHIN 8" OF EA. END, 32" O.C. MAX IN FIELD. CONC. FILLED LINTEL BILK. W/ (1) #5 REBAR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) #5 REBAR VERTICALLY W/- CONC. POURED CELL 8" CMU O.H. 11 11 1-STORY GABLE 4 3 B LO C K WALL SCALE: 3/4"=1'-0" 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE BAYS 4'-0" O.C. (AT SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE—ENG WD. TRUSS 24" O.C. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 12d's 0 EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R—VALUES. 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD 1X2 FIRE —STOP SEE ENERGY CODE FORMS FOR INSULATION R—VALUES. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ARE —CAST CONC. SILL 1x2 P.T. FURRING STRIPS @ 24" O.C. 1/2" GYP. WL. BD. WOOD BASE 0 � Lo •WN Li Ld 0 �QO_� Ln z�LL- I-- (nI�u/ o0w W t a_ 2= DRAWN BY: CP CHECKED BY: CP DATE: 9/2020 FILE NAME: CRMHRD-D3 0 w w Z UW N om � U � w3 O� YO Z� Z u) W w LL O QLL H Zww Zw U cn w�0 Qw Z W NU W Z W w� o w W 0 Q wmQ �QU Liz ZpZ� pJ YOLC)Iw JQ�p LLj JLd 2lw�U)U QZW iUIQ p2— N0afO=oLd0OOZ LL.O_Z Z= JUZO W a H Q� Q 0 Q Q W w0_(n~0LLJZ~LLJOW 3:OL.Jcnz EZZE 0-12!2W 0_2W WLL.JI—o0_QO_o> 0 W z W W Ln I SHEET NO. 121 DTI HEADER SCHEDULE —NO. 2 SYP ROUGH OPENING MAXIMUM— BEAM HEADER HEADER STUDS FULL HEIGHT STUDS WHDR-1 0'-0" TO 5'-5" (2) 2"X6" 1 1 WHDR-2 5'-6" TO 6'-10" (2) 2"X8" 1 2 WHDR-3 6'-11" TO 8'-5" (2) 2"X10" 1 3 WHDR-4 8'-6" TO 9'-9" (2) 2"X12" 2 3 WHDR-5 9'-10" TO 12'-2" (3) 2"X12" 2 3 HEADER STUD TO TOP PLATE: SIMPSON LSTA18 W/14-10d NAILS HEADER TO TOP PLATE: SIMPSON LSTA21 W/16-10d NAILS HEADER STUD WINDOW SILL: SIMPSON LSTA12 W/10-10d NAILS DETAIL: BEARING WALL HEADER CHART —FRAME 65 WINDOW & DOOR OPENINGS NOTE: 4 CLIPS PER CONDENSING UNIT AIR CONDITIONING CONDENSING UNIT RM CLIPS ARE G-90 RATED FOR CORROSION/ WIND RESISTANCE, ASCE 7-98, 150 MPH WINDS RM CLIP 1 "X 1-1/4" 14 GAUGE METAL 3/4" ff 3/8 5/8" 14 GAUGE METAL 2 EACH 3/16" X 3/8" SHEET METAL SCREWS IN THE SLOTTED HOLES ON RM CLIP 1 EACH 1 /4" X 1-3/4" LONG TAPCON CONCRETE SCREW THROUGH RM CLIP INTO CONCRETE SLAB 4-1 /8" 5/16" DIAM. CONDENSING UNIT MOUNTING DETAl SCALE: N TS PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS O.S.B. SHEATHING OR CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 2x4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS BAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE STUDS ® 16" O.0 MTS-12 ® EACH STUI 2X4 BT. PLATE KNEE- WALL ATTACHMENT 5 8 SCALE: 1 /2"=1'-0" # 1175 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1 /4" x 2 1 /4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1 /4" x 2 1 /4" TAPCONS TO CONT -POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2" APART TRUSS ANCHOR cJ 4 RETROFIT N.T.S. (,jj�CLOSED VALLEY FLASHING DETAIL N.T.S. 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS @ EA. TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES 1 /2" CLG. BOARD SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL ® 32" O.C. MAX 2X4 DBL. TOP SP4®32" O.C. MA PLATE TOP & BOTTOM PRE-FAB TRUSS I 1 /2" CLG. BOAR[ 2X4 WOOD 1 /2" DRYWALL: — STUDS @16" O.C. -2X4 CONT. 2X4 WOOD STRESS STUDS @16" BLOCKING O.C. MID -WALL 1/2"X9" A.B� 1 /2" DRYWALL 32" O.C. 7" EMBEDMENT SEE FOUNDATION CONC. SLAB FOR DETAILS I < e SEE FOUNDATION o FOR DETAILS 1-STORY INT. BEARING WALL (§�4CA�LE/2 "=1'-0" SECURE 2x6 MIN. TO BLK W/ (2) Y2"X8" A -BOLTS 4" EMBEDMENT MIN. W/ 2"X2"XY8 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HD I JOINTS PRIOR TO FILLING. F=mr:: 0 E WALL SHEATHING PER PLAN dig" NOMINAL THICKNESS STUCCO. PAPER BACK LATH OVER 30# FELT PAPER & OVER LAPPING WEEP SCREED BEAD/FLASHING , 30# FELT PAPER DRAINAGE , PLANE OVER LAPPING WEEP SCREED BEAD/FLASHING 9 CORROSION RESISTIVE METAL OR PLASTIC WEEP SCREED BEAD/FLASHING FLASHING PER FBC-R703.8, R905.2.8 & TABLE R903 METAL ROOFING UNDERLAYMENT PER FBCR 905.2.7 15/32" C.D.X. OR 7/16" O.S.B. (MIN. 2.5:12 PITCH) ROOF FRAMING PER PLAN & AT 24" O.C. MAX. ❑® RAFTER 64 VALLEY FLASH I N G NTs NOTE: ROOF COVERING MATERIALS & FASTENERS PER FBCR 904 ❑o SECURE 2x4 ON ❑o UNDERLAYMENT SHALL BE INSTALLED USING ONE OF THE FOLLOWING FLAT TO BLK METHODS: W/ CUT NAILS. SIDES: 1. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL 2X6 GARAGE DOOR BUCK W/ (5) (17-PERCENT SLOPE), AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS Y2"X8" A —BOLTS 4" EMBEDMENT MIN. HORIZONTAL (33—PERCENT SLOPE). UNDERLAYMENT SHALL COMPLY WITH ASTM W/ 2"X2"XYs WASHER AND NUT D 226, TYPE I OR TYPE II OR ASTM D 4869, TYPE II OR TYPE IV OR ASTM D SPACED EVENLY FROM FLOOR TO 6757 AND SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. GARAGE DOOR HDR. IN JOINTS PRIOR APPLY A 19—INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. TO FILLING. STARTING AT THE EAVE, APPLY 36—INCH—WIDE (914 MM) SHEETS OF 1-2X6 PT BLOCK @ CENTER OF DOOR UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM), AND HEADER W/(1) Y2"X8" J—BOLTS 4" FASTENED WITH A 1—INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS EMBEDMENT W/ 2"X2"XYg" WASHER OR NAILS AND TIN —TABS ATTACHED TO A NAILABLE DECK WITH ONE ROW IN ❑o AND NUT. THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERS RECOMMENDATIONS. 2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL GARAGE DOOR (33—PERCENT SLOPE) OR GREATER. UNDERLAYMENT SHALL COMPLY WITH 45 BucK ATTACHMENT ASTM D 226, TYPE II OR ASTM D 4869, TYPE IV OR ASTM D 6757 AND SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 MM), FASTENED WITH 1—INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN —TABS ATTACHED TO A NAILABLE DECK WITH TWO STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER'S RECOMMENDATIONS END LAPS SHALL BE OFFSET BY 6 FEET (1829 MM). 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH AN APPROVED SELF —ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF —ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 2X4 DBL. TOP PLATE PRE-FAB TRUSS 2X4 CONT. STRESS BLOCKING MID -WALL -2X4 PT. PLATE CONC. SLAB it < d c 0 2X4 TOP PLATE 1 /2" CLG. B 1 /2" DRYWALL" SECURE BT. PLATE TO SLAB W/ 1Od MASONRY NAIL 32" O.C. MAX SP4@32" O.C. MAXJ 1-STORY 1-STORY INT. BEARING WALL TYP. INT. WALL (W/ UPLIFT) (NON-BRG. ) 4 SCALE: 1/2"=1'-0" 5O SCALE: 1/2"_1'-0" PRE-FAB TRUSS 2X4 WOOD STUDS @24" O.C. SLAB SHEATHING PER PLAN O 15# FELT DRAINAGE PLANE O5 7/8" STUCCO THICKNESS O PAPERBACK LATH O MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTESECTION UNDER EXPANSION JOINT TO EXTEND 2" BELOW CMU O2 METAL OR PLASTIC EXPANSION JOINT IN ACCORDANCE W/ FBCR 703.6.2.1 WITH A MINIMUM VERT. ATTACHMENT FLANGE OF 3 `" NI 111 c-onkA -rnn nr- /-AAI I 5/8" STUCCO OR CEMENTIOUS COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU STUCCO LOCATIONS 63 WEEP SCREED DETAIL NTs 0 Lo LiWN L!J I— 0 i Q 0Lo (n —i —iLn z�LL-� _ _t Cn (n 0 O W DRAWN BY: GP CHECKED BY: GP DATE: 9/2020 FILE NAME: CRMHRD-D4 0 w W o Z U) w coom Z 0 w� o� N0 Z� zu) wz U)M �Q� L� 0 QLL-H ZZo- o Ldw C) 0cn w-0 Qw ZD'w GNU U)Z3 WF-o�z ZQ Ww L-w o o Liz ZpZpJQwmo�Qu � 2ou-)w JQOp Jw =lwi���oUw(/1Q NWO=owc0ooz LL.O_Z Z=JUz0 o Q Lu wa�Q Qo woof z~wow �oW(J)zOpZzE p-i()=2w LLJ I SHEET NO. 1,31 *NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, 8d 4" O.C. MAX @ EDGES & 6"-8" O.C. MAX IN THE FIELD DT41