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HomeMy WebLinkAboutBuilding Planmix SITE PLAIIIIIIIIIIII- SC'ALE: NTS ELEVATION SCALE: NTS 1. STRIPPING 01- SITE: ALL VEGETATION TOP SOILS, MARL, TREE STUMPS, ROOTS, ORGANIC ZONES, ASPHALT PAVEMENT (WITH LIMERICK BASE COURSE), AND OTHER DELETERIOUS MATERIALS MUST BE: STRIPPED TO WHAIE"FER DEPTH IS NECESSARY, AND REMOVED FROM THE SITE. STRIPPING OF THE SITE WILL BE REQUIRED TO A DEPTH FOR COMPLETE REMOVAL OF Al UNACCEPTABLE MATERIAL TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER, SOIL ENGINEER FOR INSPECTION AND FINAL APPROVAL BEFORE CONTINUING, 2. COMPAC"TION AFTER STRIPPING: THE COMPLLIE COMPACTION PROCESS MUST BE INSPECTED AND ,APPROVED BY THE GEOTECHNICAL ENGINEER. THIS COMPAC11ON IS TO BE TESTED WITH 8 FEET STANDARD PENS T RATION TEST BORINGS. FREQUENCY OF TESTS TO BE AT EVERY 1500 SQ. FT. THE UPPER 12" MUST BE TESTED FOR 95% OF THE MODIFIED PROCTOR (ASTM D-1557). TESTS ARE TO BE OBSERVED AND APPROVED BY GEOTECHNICAL ENGINEER BEFORE CONTINUING NTH THE COMPACTION. GENERAL CONTRACTORS TO EXERCISE CAUTION DURING COMPACTION OPERATIONS TO AVOID DAMAGE TO ANY NEARBY EXI`d"NG STRUCTURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURES, 3. STRUCTURAL FILLING AND BACKFILLING: MADE IN LIFTS NOT EXCE=DING 12A IN DEPTH. COMPACTION WITH A VIBRATORY ROLLER TO ATTAIN 95 % COMPACTION OF MODIFIED PROCTOR DENSITY TEST (ASTMI D-1557). MUST 13E COMPLETED UNIFORMLY. STRUCTURAL FILL TO CONSIST OF NON —ORGANIC, NON —PLASTIC, CLEAN, COARSE —GRAINED SAND/ROCK MATERIAL (ASTM D-1557). TESTS ARE TO BE OBSERVED AND APPROVED BY GEOTECHNICAL ENGINEER BEFORE CONTINUING. SAMPLES ARE TO BE SUBMITTED AND APPROVED BY THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER BEFORE COMMENCEMENT OF WORK. NO PARTICLE SIZE GREATER THAT THREE INCHES AND LESS THAN 10 % PASSING THROUGH THE #200 SIEVE. T-E COMPACTION OF EACH LIFT MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 4. FOUNDA T ION BEARING SURFACE PREPARATION: THE UPPER 12" OF BEARING SOIL IN THE FOOTING EXCAVATION BOTTOM SURFACES (AFTER EXCAVATING FOR FOUNDATIONS) MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PROCEEDING WITH THE WORK. AFTER APPROVAL ALL THE BEARING SURFACES MUST BE COMPACT'-D TO DENSITIES f-QUIVA'LENT TO 98 % OF THE MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). SOILS WHICH ARE NOT APPROVED MUST BE REMOVED OR REPLACED, OR LOWERED TO A SATISFACTORY BEARING ELEVATION, OR FURTHER COMPACTED AS DETERMINED AND INSTRUCTED I3Y THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER. THE COMPACTION OF THESE AREAS MUST ALSO BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 5. TESTING: TESTING OF COMPACTED EXISTING SOIL, 0R OF STRUCTURAL BACKFILL 'TO MEET OR EXCEED 95 % OF MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). FFEQUENCY OF TESTS: ONE EACH 1500 SQ. FT. (OR A MINIMUM OF 3 IN ANY ONE BUILDING OR BUILDING ADDITION) AND AT EACH LIFT OF EXISTING OR' BACKFILL, ONE OF EACH SPREAD FOOTING, AND ONE EACH 100 LIN. FT. OF CONTINUOUS FOOTINGS. GENERAL CONTRACTOR TO SUBMIT TFSTING PLAN FOR APPROVAL BY ARCHITECT, GEOTECHNICAL ENGINEER, AND STRUCTURAL ENGINEER BEFORE COMMENCEMENT OF WORK. 1B ON FILL 1. FILL t BACKFILL TO BE COMPACTED i 9 , OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE"DETERMINE BY THE STANDARDi vi !'' 1 ` i ,''1 I C► SHEET INDEX \ # SHEET DESCRIPTION Al � M1 �IIC'NITY MAP _ S1 A2 FLOOR PLAN AND DETAIL A3 A4 ELEVATION PLAN ELEVATION PLAN A5 FOUNDATION PLAN A6 MECHANICAL PLAN & DETAILS A7 PLUMBING PLAN A8 ELECTRICAL PLAN & DETAILS A9 FRAMING A10 DETAILS SHEET A11 WIND LOAD Al2 SAFETY LOAD , W U Z Q z EE 0 0n L - W ❑ = Z r� W ❑ ❑ z o <C C� Z CE 0,0 CV W co <zW Uo �0 � LL y ❑ CE LJ o<coz LL 0 Lu 0 0 W m co 0 C O z wE_D LLJ z0 CE � ° z oWDCf uJ W m m W W N r w �_ U � � W ❑ _Z m a- Q tf) CEU)❑U WWZZ <t=- CO 0 Q Cc wCE19❑ W � Z '- W zW-0U m CCJ�� LLJ a -CC z=I(f)- 0wzw z0� m 1 LEI N W 00 Q � c� uJ �_ w U_ r` uj U) W a t F— N W 04 o � Q W U V EL co co WQ Q Z CO ~0 �ZM 0 z>-cy) CO Q OO � w- w❑ z 0 Un p �— pp NU JLO (� Cc Ca V� Q ®®(7 �O W � col �-° LI.1 C� c [� CD Uu CD r__ N �< �z �® Q� ` u I' w � 0 Cp CN z r- 0 w l a 0 CO G� w Q 0 z 0 ��1y1\v4\It� �� f���r� tf f r ``p 1GN s .� r occ, u This bulletin establishes the climatic and geographic design criteria used in designing buildings using the International Residential Code. 1. Additional Criteria Established for Climatic and Geographic Design International Residential Code requires Table R301,2(1) to be established R301.2 Climatic and geographic design criteria. Buildings shall be constructed in accordance with the provisions of this code as limited by the provision of this section. Additional criteria shall be established by the local jurisdiction and set forth in Table 13301.20). -r A ni r n 7A4 n/4 \ IRC Figure R301.2(4)A The Wind Speed to be used in determining the design wind loads for buildings and portions thereof for Pierce County shall be 85 mph. The conditions in which IRC requires an alternate wind speed are not typically found in Pierce County, Therefore, wind design need only be established in rare cases Exposure A.Large city centers with at iecst 50 percent of the buildings having a height in excess of 70 feet (21 336 mm Exposure B.Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single — Residential Design Criteria — Page 2 of 2 Updated 3/2013 family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another type exposure. Exposure C.Open terrain with scattered obstructions, including surface undulations or other irregularities, having heights generally less than 30 feet (9144 mm) extending more than 1,500 feet (457 m) from the building site in any quadrant. Exposure D.Flat, unobstructed areas exposed to wind flowing over open water for a distance of at least 1 mile (1.61 km). C Seismic Design Categories Established All of Pierce County is Category D1. The area of Pierce County abutting Kitsop County is designated D2 on the IRC mop. However, by calculation the increase in seismic acceleration is only 1.5% more than D1. D Soil Site Class Established All of Pierce County will be assumed to be soil Site Class D. Exception: Sites in a critical area requiring a geotechnical assessment or report shall be required to provide soil Site Class information and a seismic category evaluation. E Soil Load —Bearing Values Assume 1500 psf unless a soils report is providel F Declare Prescriptive Path IRC has four prescriptive paths for building construction. The submitted construction documents must clearly note which option the plans have been designed to. The options are: 'International Residential Code, 2012 Edition, 'AF&PA Wood Frame Construction Manual (WFCM) AISI Standard for Cold —Formed Steel Framing — Prescriptive Method. (AISI S230) 'ICC-400 Standard on the Design and Construction of Log Structures. Where engineered design is used in conjunction with these standards, the design shall comply with the International Building Code. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN Seismic Design Subject Damage From Winter ---- Ice barrier -------- Flood g Air Freezing Mean Annual Speedd (mph) Topographic Effects I Design Category o Weatheringline Frost I i I C Termite Category, b depth Design ® UnderlayTnent Hazards Index' Temp lern p Required 30 85 R0 No D1/D2 Moderate See Slight to26 No SEE 50 50 Mapes-- Moderate BELOW Z Z Z VICINITY MAP LLJ 0 Z Z CC 0 0 LLJ 0 T_ Z LLJ 0 Q Z 0 < C) Z C) 0 _J (3 C\J LLJ CO LIJ C) C) < LLJ d0 C) Z LLJ 0 0 () 0Q�z LL Lu 0 n _J o n E C\J 0 0 X LU M C\J 0 n cl) LLJ Z C) Cc Z LLJ 0 LLJ 0 Z ��°z 0 Cf) 5 ccLLJ CO LLJ cc LLJLL C\J LLJ C) LLJ❑ Lu Z a- < Z ct) LU Fr CQ C) C) LIJU)4- -7 -7 LLJ LLJ --- Z < CD -d- T_ Z _,� Lu >- LLJ co 0 LLJ Ef C) LLJ LLJ Z LQ Z LLJ Z 0 Q 0 M F- Z 2 0 cc D OC _J LLJ a- 0 LLJ f 0) CQ F_ 0 Z LLJ Z 0 LLJ 0 LLJ LU I I LU W > C" L.0 U_ 0 LU UJ aa. LU UJ C4 V_ 0 C4 LL C . 0 . Z 0 C0 N—) CD � >1 LIJI I 00 0 cf: I N 0 ED 0 L1_ < Z 01-11 In r--� CL 0 V) (3) < C) C:5 L-1i Lij LLJ _J LLJ 0 < cr) U) 4� LLJ C) 0 Q I_ I.- C\J < _J CN < 0 _J 0 Lf) CD CD (N Z 0 cc LU Co > Q Q _J In D 03 D C0 W REVISION 10/24/2021 0 3: "�cP (60' PUBLIC R/ ) e-,o tiD 2 0 ' ASPHALT ROA D WA Y ® � . . . . s M ES ~ INVERT = 13.9 ~ ti�°° D M ES ���1 CONTRACTOR SHALL REGRADE SWALE � INVERT = 13.8 TO BE CONSISTENT WITH THE EXISTING ADJACENT CULVERTS. .,w----SWALE ,,? I R 1 /2" NO ID l I�D. PROPOSED WELL o QD o J U Lj o 0 LOT 13 & 14 c� BLOCK 3 0 OCCUPIED FIFE = 15.74 W 0 0 0 o J o 0 F CA I---17 , 0' 1/2LB ;�IRC 16.0 NOTES: ALL BEARINGS AND DISTANCES SHOWN ARE RECORD AND MEASURED, UNLESS OTHERWISE SHOWN. P.U.&D.E. = PUBLIC UTILITY AND DRAINAGE EASEMENT. BEARINGS ARE BASED UPON THE RECORD BEARING FOR THE NORTH EASTERLY RIGHT OF WAY LINE FOR ELIZABETH AVENUE . �,,�o N E CORNER OF r—I CD BLOCK 3 15 " VL DP J 16 1.o ��`� IR 1 /2„ 7� nn, ~ NO ID) PROPOSE DRIVEWA y°+ 17 PROPOSED ENTRY , PROPOSED12,3' 18,0 —AC PAD 00 EL = 18.0 00 #21 1 6,7' PROPOSED 0 N E STO Y CBS / RESIDENCE N i' PROPOSED FIFE -18.5 GARAGE FF = 18.,G' -PROPOSED CONCRETE PATIO EL — 18.0 /14.314.9' 17,Q'- PR POSED SEP711C TAN 7, 0 PROPOSED DRAIN FIELD UNOBSTRUCTED cu nJ LOT 4& 1 5 BLOCK 3 91750 1 SQ. FT. 0.22 ACRES T/— N90°00'00"E \ 1F,..5 75,00' N90-000'00"E 285,18' BEARING —BAS I S LOT 15 & 1 6 BLOCK 3 OCCUPIED FFE = 17.24 0 O 0 W 0 0 0 0 0 J'IRC 1 /2" LB 6912" ELEVATION NOTES: ALL ELEVATIONS SHOWN ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88). PROPOSED FINISHED FLOOR ELEVATION IS SUBJECT TO CHANGE PER HEALTH DEPARTMENT. STORM WATER PLAN SCALE: 3/32 = 1'-0" +0' GRADE ELEV. V-0" 2'-0" 5 —0,-4" 2:r O'-1 On MIN. GRADE TYPICAL SWALE DETAIL_ ELEV. SCALE: NOT TO SCALE SWALE RETENTION SWALE CALCULATION: 2,987 S.F. X 1.25" RAINFALL/12n =311 C.F. REQEQUIRED COMPENSATING STORAGE CALCULATION: 45 CF+25 C.F 70 C.F OF SOIL REMOVED PROPOSED SITE LAYOUT SITE DATA ZONING RS-4 EXISTING LAND USE: RESIDENTIAL BUILDING TYPE OF CONSTRUCTION: TWO 1 STORY BUILDING LESS THAN 35' IN HEIGHT BUILDING SETBACK REQUIRED FRONT 25 FT SIDE 7.5 FT REAR 20 FT PARKING REQUIREMENTS: PROVIDED SFR OVERALL AREA (CALCULATION): TOTAL LAND AREA: 9,750 SQFT — 100% PROPOSED BUILDING: 2,184SF=.224% PROPOSED CONCRETE PAVEMENT/WALK/DRIVE 804 SF .082% TOTAL IMPERVIOUS AREA: 2,988 SF=30% OF TOTAL SITE TOTAL PERVIOUS AREA: 6,762 SF=69% OF TOTAL SITE DRAINAGE DRAINAGE WITH SLOPE TOWARD THE SWALE W z z cc o W _ Z w❑ ❑ 0 Q U Q z CE ❑ �0 O W vl w Q z U 0 ❑ WU Cc 0 CD 0 Q D z co Li- w0o on 00wm 0 CL Lu F-1 LLJ >-z0 �LL0 CCQJw 0v»CE cn W In CC LLJ W J . 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J w Wa N � 0 N LL cc Lij Lu U z LLi 0 �CL co W a Q �z z� Lu J m �W�z �,n0 zQn �5 C) z 0 r� o� "' W a, 0 cc CV U m LL- < �n� mo 0 @) <LL- C5 U 0 o =s 0 � 0' Q ©0 O 0 0 07 D N G J W�< Sao U Q QJ N 0 .� 0Ln 0 1 LiJ N) 0 o N z .- 0 co o J m m co ��— REVISION 10/24/2021 SHEET NO s �l OF SHEET �4 �AE� r oG j f�j9rJ f� H s pkA+ Y�g'.jr� `ate °' e *� y • 1 Y.,�° L. ° a a 00. 31 �r ca �. r�rr°`/i`/'`Sr7hdP�L,`�`� E/Jid i 111111\ 40'-114" 13'-51 ri•a- N I FLOOR PLAN SCALE: 1/4' = 1'-0" DOOR SCHEDULE ALL DIMHAIDW COMPLY � FBCIOC&1.9.3 SYM B TYPE QTY DE5CNP110N HARDWARE SUE PRE -HUNG DR. 7 5 PANE LEVER 2'-e X 6'-B' X 1-3/4' ® PRE -HUNG DR, 1 DBL ENT DR CLEVER HANDICAP ADBT 2(S-O') X II"-0" X 1-3/4 O PRE -HUNG DR. 1 SL-G CLASS DR INSIDE THUMB LATCH REACH OUT LOCK II'-O' X W-B' % 1-3/4' ® PRE -HUNG DR 1 STEEL 1H FIRE RATE ( I " OUTBLOq � 2-6" % 6'-Ti" % 1-3/4" ® PRE -HUNG DR. 2 STLEL ow TIED../GARAGE EXI I BL� 2-e X V-0 X 1-3/4"�qU © ------ 2 SLIDING ClRzET DOOR OUT 3 LATCH INSIDE REACT OOLOCK LOCCK V-lr % 6'-r X 1-3/4' ---- 1 SLUNG QMj T DOOR -----_ B 6-O" X W-' X 1-3/4' ---- 1 POCIET DO '—_ T-B" % 8'-11' X 1-3/4' 14'-113" WINDOW SCHEDULE SYM TYPE Q1Y DESCRIPTION HARDWARE Siff (D 25M 7 CLEAR ALLIMOIM 3-1" )6'-3' © 3555 H I CLEAR A1111MLIM 4 6' X V-3' { 2 (25 SH) 1 CLEAR ALLI MLUM 6'-3' X 5'-3' Q 255H 1 CLEAR ALUMINUM NUM V-1' X4'-0' AREA BREAKDOWN LIVING AREA = GARAGE AREA = 1,582 SO. FT. 436 SQ. FT. TOTAL 2,018 SO. FT. ENTRY AREA = COVERED PAT10 = 40 SQ. FT. 126 SO. FT. TOTAL AREA = 2,184 SQ. FT. VENTILATION OF ATTIC SPACE PER 2D20 7THHE E111110N RAW OF NET FREE VLATION TO OEIM = 1/150 � -7.ENTI ATM SPAM TO BE VIENTLATED Z154 SQ. Fr, NET AREA OF SCRID VENTILATION MORFD ZiB4 SF. . %m SQ FL ISO Siff AID SPAM OF SCREEN VENTS 7'62" (1.05 S.F.) 0 If--W O.C. MAIL NUMBER OF REOU 0 S1RmN VENTS 14M / 1.06 - 16 SCREEN YOM LINEAR Fr OF EAVE (SW" AVAILABLE 225-O' Lr► rL NUMBER OF SCREEN VENTS PROVIDED 225' / 9 = 29 SCREEN VENTS SEE W. WALL S1xIICN' ON UK SHT. FOR SIM VENT LOCATNIN GENERAL NOTES 1. DaMOR DOM d FRAMES TO HAVE WEAT M SDRPPING 2. UNLESS OTEFRWISE NOTED, ALL STRUCTURAL LUMBER SHALL BE #2 YELLOW PINE, OR SP.F. 3. WINDOWS INDICATED WITH (E) MUST BE MANUFACTURED TO CONFORM TO THE BUILDING CODE 1MTH FESIW TO MINIMUM EMERGENCY EGRESS REQUIREMENTS.- SEE S'ECFICATON REGARDING MEAN OF EGRESS BELOW! 4. ALL ATTIC OPENINGS SHALL BE FRAMED WTIH 1' X 2' WDOD FRAMING. 5. PROVIDE OUTLET AND SWITCHED LIGHT AT ALL ATTIC ACCESS 6. All INTERIOR DOOR SHALL BE HOLLOW CORE 7. ALL SHOWER ENCLOSURE GLASS TO EE SAFETY GLAZING. B. ALL WINDOW FRAMES TO BE SET IN CAULK BEDS. 1L E MOR DOORS A FRAMES TO HAVE WEATHER STRIPPING. 10 TS & CIA SHALL BE CLAD WITH STUCCO On EDP. METAL LATH APPLIED PER FBCS2O2D} L7TH EITITXIN APMR ?A SECTION 250& `^^✓ 11. W&AL CONTRACTOR SHALL VERIFY ALL MASONRY OPENNGS WITH MANUFACTURERS LDERAIURE SPECIFICATIONS REGARDING MEANS OF EGRESS THE MODE OF OPERATION OF EGRESS WINDOWS SHALL NCT REQURE THE USE OF A KEY, TOOL SPECIAL KNOWIDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20'IN WIDTH 2e IN HEIGHT, 5.7 54. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' OFF THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 ABOVE FINISHED FLOOR. E v BATHROOM WALL DETAIL SCALE: NTS SOLD BLOCKING 0 MUM 12'-O' HGHT TOP TRACK 2X- WOOD STUDS PER WALLS SECTION DETAIL FOR ELECTRICAL OUTLETS BOTTOM RUNNER TRACK DESIGNED FOR 5LBS/SF ATTACHED TO CONCRETE OF LATERAL LOAD, `.� BASE -SEE TYP. INTERIOR PER FBC 2017 `WALL TRACK DETAIL NOTE: WOOD FRAME OR METAL FRAME MECHANICALLY FASTENED ASPHALT SHINGLE OVER UNDERLAYMENT PER F.B.C. 202D 7TH EDITION ZONES FOR ROOF COVERINGS WITH SLOPES OVER 2:12 ROOFING CONTRACTOR SHALL PROVIDE MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. PERFORMANCE REQUIREMENTS AND APPLICABLE CODE REQUIREMENTS IN SECTION 1518 FOR HIGH VELOCITY HURRICANE — DIM. SINGLES OVER 30# FELT ON 19/32" CDX (MIN. RATED 16#24)(IF TILE ROOF IS USED SEE TILE MANUFACTURER FOR RECOMMENED SHEATHING) HURRICANE ANCHORS SEE DETAIL ON PAGE A9 TOP OF BOND BEAM /COUNG SEE PLANS GALV MTL DRIP STRIP ON PT 1X2 WD BLOCKING ON PAINT GRADE 2X8 WOOD FACIA 2 COAT STUCCO FINISH OVER WIRE LATH ATTACHE(} DIRECTLY TO BOTTON OF TRUSSES W/3' CONT. SCREEN VENT B" REINFORCED C.M.U. W/ LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 0 16' O/C EXTEND 6' MIN. INTO TIE COLUMNS 5/8' STUCCO FINISH. (1) LAYER OF SCRATCH COAT (1) LAYER OF MEDIUM TEXTURE SKIP TROWL TEXTURE. Bs G s z Sf SOLID GROUTED CELL W/(1) #5 RE -BAR HORIZONTAL do WITH MIN. 30' OVERLAP �. ELEV.O'-O' WALL SECTION SCALE: NTS wee iiuInc ANCHORAGE AT ,IAMB VERIFY SLOPE PRIOR TO TRUSS CONSTRUCTION 12 r 2X4 CONTINUOUS LANB7 L BRACING R-30 INSULATION GYPSUM WALLBOARD DIRECTLY ATTACHED TO BOTTOM OF RAFTERS PROVIDE BLOCKING AT ENDS P.T. 1'X2" NAILER -1/2GYPSUM WALLBOARD ON P.T. 1X2 FURRING STRIIPS AT BACKED R-4.2 INSULATION WOOD BASE 4' THICK CONCRETE SLAB W/ 6X6 1.40.4 WWM ON .006 MIL VAPOR BARRIER ON CLEAN, 95% COMPACTED, TERMINTE TREATED FILL. DOUBLED MESH 60" AT PERIMETER) PIAN.• FOR•.SIZE- FORCENI FOOTER. City Of Port Saint Lucie Building Department PRODUCT Approval Submittal Affidavit Permit # Building Address: Contractor Opening schedule: Swing Doors, Overhead Doord, Sliding Doors, Fixed Glass, Windows & Skylights FL # or Product Model # Manufacturer Glass Attachment Method Type, Size, Building Design Product Design Miami Dade Description SDacina & Embedment Pressure Pressure %PCOINS WL 1 ' DIDED Noa 20-0813.07 Window 7700 Series Lawson IMPACT ROM 00811111115 S Ate+*A �Iv 'FRO( I CW ENS A; SPAAMAX 91/4' MQ FRAME SILL _ NX +55 -55 +67 -67 114" X1" Min. embed tapcon FL16107.3 Garage Door Windcode Coplay Impact CED 8" O.0 w/ 1" whashers +56 -55 +54 -60 FL 2346-RB Underlayment Warrior Warrior NIA NIA +56 -56 nla FRAME HEAD -1A.' ELCO TOPCONS MIN. 114" EMBED INTO CONC. 6" FROM CORNERS FL 13469.1 Door Fiber Classic THERMA TRU FRAME JAMBS 1/4" ELCO TOPCONS Impact MIN. 114" EMBED INTO CONC. 6" FROM CORNERS & SPACE MAX 14" O.C. +56 -65 +67 -67 FL17184.10 Front Door 2020 Series Plastro Impact +55 -55 +88 -86 NOA 1 4 T TOM 1 TW BUI•EX 1-3 MIN,PEUYTRATiON INTO 20-0901.11 FRENCH DOOR 2200 Series Lawson Impact TIMID 1 BYW000ILICXS MAS MY OR COLIC NIA +50 -50 PSF Product Model # Manufacturer Attachment Method Building Design Product Design Type, Size, Spacing, Embedment & Stiffener etc. Pressure Pressure Mullions Noa 20-0814.10 Lawson IbTAUED PER NAIE SECS NAIL UIE GAL COMIDj IDCNG N" 11 OR 12 Roof FL 10124 Gaf (MWTH Ai0� 3 lE h PLYW000 3/4" IFIO LONG ABOVE 11E M E�D6E A�PPLO% AN 13' Fri EACH END AND 1tt ABOVE EACH CUT OUT Siding Soffit Stucco Hurricane Panels Less Gauge of Steel than 6' span Hurricane Paneis s' uauge or 5reei I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions Name: Wayne GandV Signature: Certification Number: 33134 Date: Please customize the size of this form for your specific structure. It is not intended that you fit the product approval infor-mation into the provided spaces. This form is provided as a template. revised 0711212016 tv W U Z Q O O I- W W = Z_ W ❑ O Q ) U V Z arc O 0 O W CO W QzUO ❑ WU C� 0QWZ LLWO O W ED ❑ O Z W lL �~zo L ICJ I I 0 U) co LLI CD W wJ U �>--W❑ Z m_ CO Q W IzCO❑U WLLLJzZ ZU�Q 0<Tco CI)0Occ W � tQ ❑ W T O W O U o°°�W Er J ❑ Q W z=Ccf) w0W W � O N I III 00 Q � M 0 w ILL N_ C.)W J W I1 cn Lu a N ILL LU zW O C� Ii co W O Q 0 Z CO ~C, J n W zrco � co °Q W �CLo 0 m= o= ° O ° N C roLm ';'° c m 7. p !2 �Qro 0 C N ro m its 11Q2 WT oL_ m o. T 0" m i� L =9 M rop aL m_ c m. - m :�C t°ro 4�� =o N 5 sm �.5i? at'z ° m CLLl m `m=Ll 0 E > a -5 C apm o m'� °c� -m L1-Q N Q ° m°m Apt 10 2C�5 =r= U ' m 3� °.� hlo m °p m o- m _ U). Z O ® co w Cc) 0 N �--� OC T� J ® DD m Li m CD ®® <�- p U Q ❑ _� U �Q C z QQ 00 Oro � �N z 0w � O U cn Q � W wiz U t� `= J N 0`—� � z LL o d' U W CD N Z LC) " co n 11 0 J_ 0 m m U) REVISION 10/24/2021 SHEET NO C.� U-)A�2 W OF SHEET 0. 313 A s N TOP OF T. BM. 9'-4" FlN.FLELEV. O'-O" FRONT SCALE: 1 A" ELEVATION = 1'-O" 12 5F7 SHINGLE ROOF BUILDING INFORMATION DISIGN WIND SPEED: Ultimate Wind Velocity (mph) Nominal Wind Velocity (mph) Exposure Category. _ Internal Pressure: 25 SH (EGRESS) TYPICAL 5/8" STUCCO FlNISH ON 8" CMU 0 LEFT SIDE ELEVATION SCALE: 1/4" = 1`-O" AND FLORIDA BUILDING CODE 2020 DESIGN PRESSURES FOR COMPONENTS & CLADDING ASCE 7-10 NOMINAL Wall Height (ft): 160 (h) Mean Roof Height (ft): 131.7 Building Width (ft): b Building Length (ft): Enclosed Roof Slope (x:12) : width of End Zone (ft): WALLS OF ALL BUILDING HEIGHTS PROVIDE 7/8" S_ OVER 7/16" OS WITH WEATHEI SHEA WITH PAPER BAC ARCH ENTRY DETAIL SCALE: 1 /4" = 1'-0' 9.4 16.11 40.5 63.9 4.0 4.0 _INTEL VOOD BOX FRAME 1RCH DETAIL 1M W U z Q z Cc 0 0 o w = z o ❑z 0 <C U 0 Z_ 0 ON LIJ W <zUO W \J ZQ� z Ww00 O(-)WCo CO LU C)LU Z ~ Z LJJ W LL ZO W LLJ E _ CC � J z 0 Co 5 � co LLI M cc pi W J CV U W ❑ Z m a Q CO �CO❑U W W Z Z Z C) < Q<_U) U)0� o WH(D[] OW r zzw z LQ C) m X W � _LJJ a-j Cc Er 0 z=000 (5wzLLJ w�0� r__ W o > cn Q � M Uj LL = W m LU V U W J W_ a W 0. N W N U. L (LU z Lu 0 0 Cn w4 >- 0 z CO ~0 J (y) wIt z>-M Q O � wLu a w❑ z 0 r� o "' W 00 0 cc C11 U m � O �rz m0 o�< _� p U O o U �� Q C) 0 d c — © LEI = o� C/') t`! z < U� U U Q � W !o U r- 'r -J N (D C: 0 Ln U I L1 J 0 C7 N z 0 Ln cc U) J � m 0o co XGE se. ��r ,,OF ON11: ` N o � C)2 T) =om N t L C m � a � m � c m p o roL N N = C p O O N O = W z �0 fl = O N 'Ln Z cc �m O O I— E romm N Q � L W �o ❑ 6 O = z_ m � m Lu 00 = m O Lumo (- 5 SHINGLE ROOF O p Lu LL o Z cc �_\ m Lu o ❑ — O C3 N U j L TOP OF T. BM. o W CO a W Lu ? N L vy a ❑ Z W U r. ® ° o OC❑pC(� N U. a° 25SH OzDZ m� 35 SH EGRESS 25 SH 25 SH (EGRESS) (EGRESS) {EGRESS) oLLJ a U N o ;t 2868 lro 8 TYPICAL 5/8" STUCCO FINISH o O w a❑o 0 a 03 TYPICAL 5/8 STUCCO FINISH 6 `r' ON 8' CMU co LLJ Z Lin cv U ❑ � � � o W LL rom W mmQ t _ C) 0 � � R Z F 6 W FIN.FI .ELEV. �' LL Z coc � 22 W � 1 " O cc N C coWmrr o. W J CV N�o U W❑ amp RIGHT SIDE ELEVATION �_ Zm�W _' a < QLL SCALE: 1 /4" = 1-O rr cr) ❑ U m wWzz oEQ zUd C��c O C = U) LuL £ Q cc o m W>�W WCO Q �� W WCC�❑ ZW 0 =mom W '' W co m'QO O �`f1 z Z W z co O � 9) Z In xU W❑ Q ��� z�UW ZZ � mL` ❑ CL W I .L O J L[jw��� �WTZ Z = CO f_ crl Z (y) � a UzLu Z-k,ju5Lu mL W 0 O�0- ❑ o z 12 5 l,/ J SHINGLE ROOF TOP OF T. BSI. 9'-4" 0 U-) Q �— FlN.FL �LJ O'- z SHEET No REAR ELEVATION � SCALE: 1 /4" = 1'—O" �� t� A�4 OF SHEET ZZ ., yA� p� r� q 9 �: * N 3 . l i4TE F1 1 i r ,fit' SL. GL. OOR 25 titi 1 {EGRESS) c� Z O ®� w pp O cV U cc m p U O o � � z a©; o 00 � � �N Z � � U) 'Q N � W U� � �Q � LL � � C7 U � L�.J � C7 N z �— o Ln W > � o 0 m m � 40'-11' 4 4'-3" FOUNDATION PLAN SCALE: 1 /4" = 1'-O" 3'-1' 7'-3' 3'-1" 1 4'-3' #5 RE -BAR AS INDICATED ON FOUNDATION PLAN. 4" THICK CONCRETE SLAB WITH FIBER MESH MIXED W/CONCRETE ON .006 MIL. VAPOR BARRIER ON CLEAN COMPACTED FILL, TERMITE TREATED AS PER CODE ---\ 8" MAS. WALL. SEE "TYP. UNIT MASONRY DETAIL" FOR HORZ. REFORCEMENT. "'--"�,""Iii' '-�`�--�95% CLEAN COMPACTED i CONIINOU I=1II1'-6" FILL TERMITE TREATED eAS PER CODE SECTION 1 ZA5 — PERIMETER FOOTING SCALE: 3/4" = V-0" TYPICAL AT ALL PERIMETER WALL (U.O.N.) — a" e...u.. ra • .. .... ..n a nr 1 #5 CONT. SECTION 2/A5 —4" STEP AT GARAGE SCALE: 3/4" = 1'-0" #5 RE -BAR AS 8" MAS. WALL. INDICATED ON SEE "TYP. UNIT MASONRY FOUNDATION PLAN. v DETAIL" FOR HORZ. '> REFORCEMENT. 4' THICK CONCRETE SLAB WITH J FIBER MESH MIXED W/CONCRETE ON .006 MIL. VAPOR BARRIER ON o CLEAN COMPACTED FILL, TERMITE TREATED AS PER CODE m in I N ' 4 a 4 " 0 4 4 " 4 . ' . • . I I —III —III —I I —I a a A ..E ��� III -1 ' ."4•.. •4 r .006 MIL BARRIER VAPO —11-1 I (=III I --� 95% CLEAN COMPACTED 3 #5 CONTINOU III_ 1'-g" FILL TERMITE TREATED F1 AS PER CODE SECTION 1 ZA5 — PERIMETER FOOTING SCALE: 3/4" = V-0" TYPICAL AT ALL PERIMETER WALL (U.O.N.) #50 ROD IN FILLED CELL A`- PER FLOOF' PLAN TIED TO CONT ROD IN FOOTER & 2'-1• MIN. LAP BOND BEAM ABOVE 4" CCNC_ SLAB W/ FIBERMESH 0',ER 6M VISQ. 8-MIN. FIN. GRADE 8" /FRIES a 2. 4„ 4 4"„ • �j CLEAN,'COMP, W/ 12" TE RA -CARE � � •° � TERtinTICIOE WOOD TEPA LENT AT FRAMING • r\ i 20"x1B" CONC. FOOTER, W/ 2-#5,� ROD CONT. (PAIN_ 2'' LAP) W/ 3" MIN, GARAGE CURB DETAIL COVERAGE A-5 SCALE : 3/4-=V-0• anm eau `r�x rv,v VARIES PER ELEV. r—gICO� OOMD BEAI1 BOND BEAM CHANGE OF HEIGHT A g mu Ku 8" MASONRY WALL (1) #5 RE -BAR --�� SEE FND. PLAN GRADE ,A (1) #5 RE-BA�I-III =1 CONT. F1 STEEL MUST BE CON11N000S 6 MIL. VISA. FILM ON CLEAN FILL- SOIL COMPACTED TO 95%- TERMITE TREATMENT AS PER CODE. W TRANSFER BARS 5'-0" LONG W/STANDARD ACI HOOK SPACED 0 48" O.C. WHERE INDICATED 4' THICK (2500 PSI) CONCRETE SLAB W/ (1) #5 RE -BAR FIBER MESH r• 1'x O.C. ONLY DER DEPRESSION SEE FOOTING SCHEDULE SECTION 4/A5 — SLAB DEPRESSION SCALE: 3/4" = 1'-0" 4" CONC. SLAB ON GRADE W/FIBER MESH ON 6 MIL VAPOR BARRIER AND COMPACTED TREATED SOIL I1=1I1=1I1=1II P ao'm 1 #5 CONT. — 1 LAYER W.W.F _ A AT SHOWER(S) 4" CONC. SLAB ON GRADE W/FIBER MESH ON 6 MIL. VAPOR BARRIER AND COMPACTED TREATED SOIL • R 1.�D. t I�IIIII�IIII=III; �m SECTION 3/A5 —SLAB DEPRESSION AT SHOWER SCALE: 3/4" = 1'-0" FOOTING SCHEDULE TYPE SIZE REINFORCING LENTGHWISE TRANSVERSE BAR TRANSFER BAR REMARKS WITDH LENGTH DEPTH NO. SIZE LENGTH SPACE NO. SIZE ILENGrHSPACE NO. SIZE LENGTH SPACE . F1 18' CONT. 18" 3 #5 (1) CONT. ON TOP (2) CONT. ON BOT 1 #4 #48" 1 #4 60" 48" MONOUTHIC B. CONT. 8' 1 #5 CONT. ON BOT. THICK EDGE 12' CONT. 8' 1 #5 CONT. ON BOT. THICK EDGE F2 24' 24' 12' 3 #5 EA. WAY FND. PAD F3 36" 36" 12" 4 #5 EA WAY FND. PAD F4 42' 42' 12" 5 #5 EA. WAY FND. PAD F5 36' 6'-8" 12' 4 #5 LONG WAY or O.0 SHORT WAY FND. PAD VARIES PER M. + 0'-0' FIN. FUR ly COLUMN SCHEDULE TYPE SIZE REINFORCING REMARKS WIDTH DEPTH VERTICAL HORIZONTAL 8' 8' 1 # 5 NONE LAP LISM IN 18 BAR BIA, INTO ma Q 8" 16" 2 # 7 NONE LAP SOLID BAR MDIA.INTTOC� FOOTING AND TIE BEAM. © a 16' 16' 4 # 5 NONE Y CELL LAP U MIN 8 BARMDIAA.. INTTO FOOTING AND TIE BEAM. Q Q 8' 12" 2 16 NONE 00" BLOCK. REINF, LAP MIN 18 BAR DIA. INTO FOOTING AND TIE BEAM. Q 2 15 NONE T994 RINKER BLOCK 45" ANGLE) w/ 2-15 RT. ® T.S. 3\70\74' COLUMN CONC. FILLED STEEL COLUMN PROVIDE 8 X 8 FILL CELLS W/#5 0 MAX. 5-0" O.C. W z 0 0 F_ IZ FD 2 W ❑ = Z o Q U U C� Z cc r 0 0 w Cn W Qzo❑o ❑ WU C7 ©Q�z W W 0 o❑X� 0OWln o�Z~ z L LJ �II—z0 LL ❑ z IzQJW 0Ufr co W m cc E_ W ' ::) Lu GNU W ❑ z (n VJ r-rco❑ELI co W W Z Z Q=— ccoo.OoCc WCCcD❑ W, Z W OzW00 m z�0cc CC ;0i Cc 0 Z co I- C'3LLJ wzw Z LLI OWN M cm W 00 a) Q M Lu �_ w u_ U U W J W a cn w a CV W 04 LL w Q W U (_Z u i 0 w>- Q Oz I-_ ~co 0 � J � W It o z T-� Z(ry) U) O Wo IZ W❑ m= �m p = +- p o° c� ®rod roam Np (A p7 N cm cm) romp �Qro � N � C m p m p. N gym€ Qmm mom F-L p (V Q` 0) m . _ m 7 ._ .�oro s� V ,� p s`m o L m � p N Qmm Lim roa �Em N ° p yam 2) om� p�W N-m L T.0 �QO �oa 0 m� m Qmm Sao mL= =p N Z) m ga).-c OQ mam omY z O o� W 000 cc [V U m L L_ O � r o p U O ❑ 0 � Z .0 Q ®O O (� �LJLJ n 3 cf) �N Z UWO o <Q -+-+ . W c� !E n.- o C) C] , CN `Z J N cz O d- oIn 0 1 Lj r ) C7 O N z T— o LC7 • cc. cr) > n o J ❑ m m co SHEET NO �J JA � 5 W SHEET N1�1li�d#1I l I U 1I1fPl rr ,a r 10. 31 4 p`. aFa Y _ 9' %ljrrf f �C1N I 1, .r ,MlT t'+rr r � 1 Ito am ♦1 +' r. Npa:�AmVXLPLI THE COMPLETED SYSTEM SHALL BE FULLY 0PW7K AND ACCEPTANCE BY ENGNEER/ARCH11ECT AM BE A CONDITION OF THE SUB-OONTRACT. 4 CONTRACTUR SIR41. VISIT THE J3B 91 AND THOROLIGHEY FAMINE HIMSELF WTH ALL EXISTING COND1110K 0 ALL +' = SHALL BE rlru 31 VITH OTHER TRADES TO AVOID INITERFERENCE WIH THE PROCESS OF CONSTRUCTION. *ALL REQUIRED IMAM SHALL BE PRDMDED BY THIS FOR PRIDET1011 AGAINST PUBUC UAKITY r' IP7' DAMAGE 1 t+ + +4 ALL WORKIIANSHIP AND MATERKS SHALL BE IN STRICT ACCORDANCE 91H NFXABLE KA11WL STATE AND LOCAL. C0DE% RULES, AND ORDINANCES ALL MATERIALS SHALL BE III AND SHALL BEAR UNDER111RIERS LABEL WHERE APPUCABIE THE MEaWICAL it OR SHALL PROMDE A ffM WWAM GUARANTEE VORIWANSHIP AND MATERKS FOR ONE 02 FROMDATE OF FINAL KK ACCEPTANCE+ ' ]. SHALL BE U,L ",r of Rao � ma I + k kl 1* ` •,n I ( 1' 3` 'r3 Yt k ` ! A 1 f 1'p Oil ►i : /t li ♦. I• it •+ Jrf 13 I' : Yfi ,r }v. k` r l +• � + +1+ 1 t r. ?,W it I •, ".•I �} 9 : 7', '.. 1 ril MII ''t 1 +f `ti I11'«i .M i }..,. •�� # -: t� r' C.U. MOUNTING DETAIL IM Wit MAXNi All : l Y ,r2R , NOTES TO A/C CONTRACTOR: x C.U.'S AREA TO BE LOCATED ON 4' THICK PADS ABOVE THE ARIA FLOOD RAE (FMC 301.14). CONTRACTOR SHALL VERIFY REQUIIWLI ELEVATIONS WITH CITY OFRCIALS. x ALL APHIS AREA TO HAVE AUXILIARY DRAIN PAWS WITH A MINMUM DEPTH � 1-1i2', AND CONSIRLX:TED � A CCRR0511N RESISTANT' MATERIAL APPROVED BY THE ENGINEER. A WATER LEVEL DETEC TDI OR FLOAT STITCH DEVICES SHALL BE LOCATED IN AUXL DRAIN PAN AND USED TO CONTROL OVERFLOW BY AUTOMATIC SHUTDOWN OF THE UNIT. x ALL AHU'S SHALL HAVE A MINIMUM OF 4 CLEAR SPACE AROUND EACH UNIT. x ALL RJA GRILLES TO BE LOCATED A MINIMUM OF S-O' FROM 'AM D x ALL AWS LOCATED N ATTIC SPACE SHALL BE PROVIDED ACCESS WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH 10 ALLOY! THE REMOVAL OF THE AHU WITHIN 5'-O' OF THE UNIT (FMC 306, $, x EXHAUST DUCTS SHALL BE A MN. OF 4'M AND 26 GAGE SHEETMETAL PIPE, x DRYER DUCTS SHALL HAVE A SMOOTH INTERIOR SURFACE AND MUST NOT EXCEED THE MAXIMUM ALLOWATL.E LENGTH PER CODE x TRMS11ION DUCTS SHALL Ni BE 0014CEALED WITHIN CONSTRLIIC110N. 24X24RETURN AIR CILNG SUPPLY AIR fly LATI 1 --- AAIHANDLING UNIT REFRIGERANT a-LNES CONDE7ISATE DRAIN % WITH TE'AP NEOPREME PAD VIBRATION ISOLATORS FLOM AIR HANDLING UNIT DETAIL N.T.S. CONDENSATE DISCHARGE INTAIL VENTILATION PER TABLE 403.3 OCCUPANCY: RESIDENCE # OF PEOPLE: 10 CFM/PERSON: 15 N.L3. AIR CONDITIONING LEGEND - SUPPLY BOX ,, D SEE PLAN ON THIS SHT. O. NECK SIZE, LOCATION AND AIR FLOW CEILING RETURN AIR GRILL THIS SHT r NECK SEE PLANON SUPLIED, BY G.C. SIZE r LOCATION CEILING DIFUSER AT DRYWALL CLG. SUPLIED BY G.C. SEE PLAN O; THIS SHT r NECK SIZE AND LOCATION PL i FAN SUPLIED INSULATEDEXHAUST FRESH A. SUPLY DUCT SEE PLAN O. W U z z cc O O�y - F__ L w ❑ z z LLJ 0 Q U z_ rr rO ❑ 0 � W <zUO w cc 0 Cc V Z co z LL w0� O W DD o�zz w LL xUx�z� W�°z v0 cosyy cc r co CD cc W nU �rw❑ Lu Z z_ m_ i'nLLJ coJ w co wwzz Cz—'3 C.) /Q =— V w wLQ❑ w z L'-I zzLL0U m X LL1 Cc �o W=�co C'3wzpLu w w>U� P'A LLJ "__7 QO +LJJ ® a) 6r9 Lu C Lu IL mLd Lu UUJ �aR L a N LL Li Li < Lu U z ui p C5Iri co wa Q c3 z ~() J w�t Z T z>- � co <O � n w❑ s m m L N O C O O O C m ;Drop roCm O N �N O 0 ro�15 c: 73 p, t6 -0 N C C N O t6 m N C N rom?` am a mom I-C Nr) O m� C Coro L� G7 O N �_2 ._m� NL at � O 3 N Iz m _� o£Q T C O ro�o C aom �,T� O m'N N - m N Of O �`L O .0 m� C =U C 5 m �O� m;sm z 0 Lu oc) 0 cel � J O Ln In Q ® < � 1 Q � (V) .� i < ® O Lon � 1 N Z w Q w Q V) +� CD ® c Qua W Q J Q) < �p C: 7 I LL. 0 o 1 0 Lj 1`4 ) CD © N z t— o LI? U) J a C(T LT] In ,,��rlWtilt w i i a T 1ltl,✓dI ,r , ��q CAS• ^ E v a• GENSk°.. w 0. 3134 OF ft�- f� i s&IONAI'� IJ{{1LI11Ttk. �,. IS TO SANITARY MAIN E2 O... ............ 73 moo 04 C.0 Lu 0 0 � zro T -0 V) < z Cc 0 0 a- L �D C75 ML TlTm IIIIIIIIIIIII Hill r 4-11 Ell 1111111111111 Iml I 1101111 ITIT11 I I0 0 PAIN Lu 2 Ry y C.O. T z Imo L -0 SANITA WA cm to 00 0 > TO LL > W n z 04 3- uj 00 Uld 0 < > qt VIP Z Cc Lu L �.Q LL. v 0 0 w E:� *�� 0 0 co Nv EW m00 _j uj �AV < w 0 0 Lm (D n Z Lu LLJ W Fr F- GO 0 Z z C4 cm O o 0 (U IL flp < co cm c a) LL Lu o C, LL 0 n 0- c\j n X cmp 0 — w m o 0 AV C) co w Z Lin cc c: x E Z W T LLJ w 00 0 9);L 00 LL 0 E < z m 0 (U ig w Ll 2m 0 co D Cc GO ' lq7 z c o /11 w 0cc 3/30 �t2EwAW�N� 6 w 3m _j Lu z V6t "Cl z < Y co w m LAUNDRY U) GO LLJ Co z z 1- ❑ 2m LLj LL] *6 2" Z C) < c 3" < T 0 w E14 TY L Z o 2" KITCHEN w>- wco0 t u, 0 w Z ui rr (D 0 0 LLJ LLJ (5 CL co Z LJ z 2 Lq 0 0 w >- < mpg 0 x w Z co 0 z LD L: cc < w (D 0 W LLJ Z ([) T co DZ= w Z T_ Co co (y) 4 r 0 Z w Z > co ID z 2w 0 w O<ww w 0 o 3: 1 o PLUMBING RISER DIAGRAM N.T.S. z r1r 0 Ell ) Ff) > (D :R' 00 0 Cc CN LL_ < z CIO CD ra ................................. CE T 0 j (D < 0 I_ 0 cn CD 11 c,,4 Lu !E D:f Q 0 Q I_ < w GENERAL NOTES PLUMBING C) < 1. CONTROL VALVES REQUIRED AT TUBS AND SHOWERS 2. PLUMBING CONTRACTOR SHALL SUBMIT "AS BUILT" RISER ClIsl DIAGRAM TO THE BUILDING DEPARTMENT. AS REQUIRED I 0 __j 3. ALL CLEANOUTS SHALL BE INSTALLED AS PER CODE. 0 Lo (D C"4 0 4. ANTI -SCALD VALVE REQUIRED AT SHOWERS. (120 DEGREE MAX.) U FIXTURE COUNT cc w 101E-- FIXTURE NO. O M W.0 3 BIDET 0 I I LAV. 4 WASH MACH. 1 SHEET NO' L.T. 0 KIT. K. 2 VEGGISE SK. 0 PLUMBING PLAN SHOWER 3 I,e TUB 1 A�7 SCALE: 1 TOTAL 14 kOF SHEETJ E GA Z: zz 0� 134 TAT L cn cz iL ryx ITITIA mi ELECTRICAL PLAN SCALE: Ile = l'-O" TYPE: :SQUARE D OR APPROVED EQUAL MAIN BUS, 201.) AMPS SERVICE 200 AMP`-) PANEL SCHEDULE A NEUTRAL LUGS VOLTAGE 240 /190V - 3 WIRE (SINGLE PHASE) MAINS ONI-Y MOUNTING: :FLUSH LOCH I -ION SHOWN Q P V iZ I FD T?)TAI lr?5iK[_ I kAlIQF I I rF(T I IrVT I PrRAAPVQ iwipp, irnKi_ITnTAI"_T_[Df!__7 15 1 #14 GEN. LIGHT & RIECIEPT. 1 2 GLN. LIGH I & RECEF 1 #14 1 15 2,873 3 4 2,873 I IKITCHEN LIGHT. & SMOKE DIET. 7 8 20 1 1,500 #12 BATH GFI 9 10 GEN. LT. GAR. & EXTERIOR GFI SPARE 11 12 SPARE 1 20 EXT LIGHT & GFI AGFI_ 2 7�m 20 1 1,200 12 MICROWAVE 17 18 KITCHEN SMALL APPL. GFI 20 1 1,200 12 REFRIGERATOR 19 20 DINING R. SMALL APPL. 20 1 1,500 #12 WASHER 21 22 DRYER #10 5,000 2 30 12 --DISPOSAL 50 2 8,000 #8 RANGE 25 26 DISHWASHER #12 1,200 1 20 no 27 zo A/C #10 5,000 2 30 30 2 4,500 #10 WATER HEATER 29 30 31 32 45 2 7$500 #8 AHU 33 34_�_ m FIRST 10000 WATTS @ 100%-- REMAINDER @ 40%-- TOTAL DEMAND LESS AC 3"REATER OF AHU @65% #R A/C @ 100 % -- TOTAL DEMAND LOAD SINGLE RECEPTACLE OUTLET INTERCOM SPEAKER DUPLEX RECEPTACLE OUTLET STEREO CONTROL WEATHERPROOF DUPLEX OUTLE_T TELEPHONE OUTLET WEATHERPROOF GFI DUPLEX OUTLET CEILING EXHAUST FAN W/LIGHT RECESS LIGHT (HI —HAT) SINGLE POLE SWITCH SPEAKER DROP (SEE PL. FOR LOCATION) THREE—WAY SWITCH lllf230 VOLT OUTLET FOUR—WAY SWITCH GFI DUPLEX RECPTACLE OU TLET DIMMER SWITCH SP-IT—WRED DUPLEX RECIPTACLE OUTLET CEILING LIGHT FIXTURE 0 DISCONNECT ELECTRICIAL METER DOOR BEH CHIME MAIN DISCONNECT ELECTRICIAL PANEL CARBON MONOXIDE CEILING FAN (J BOX" ONLY) SMOKE DETECTOR WITH BATTERY BACKUP SECURITY 'SPOT LAMPS (3) #3/0 THHN CU SERVICE CABLE-----'\ WITH (1) #4 GROUND 2DO AMP PANEL MAIN BREAKER 40 CIRCU - 2 POLE, I PHkE 200 AMP DISC. (REQUIRED FOR ---- EXTENDED SERVICE ONLY) #4 STRANDED COPPER - GROUP TO 5/8'x20'-0" REBA,"! EMBEDDED IN FOUNDATIOK (OR NEC EQUAL) 20 RGS OR IMC CONDUIT_ W/3 #3/0 THHN , CU OR EQUAL 120ts V, 1 PHASE, 3 m SIM MDT M W METER (MIN RATING= 10,000 A/C INTERRUPTING 2" RGS OR SCH. BID PVC CONDUIT (3) #4/0 THHN CU OR EQUAL SERVICE DETERMINED BY POWER COMPANY CU WIRE BOND TO COLD WATER UNDERGROUND SERVICE PIPE FROM FPL I CONNECTED LOAD LESS A/C- 33,746 WATTS 10000 WATTS 9,498.4 WATTS 19,498.4 WATTS 15,000 WATTS 34,498.4 WATTS 34,498.4 WATTS /240V=14.3.74 AMPSE:>200 AMPS mllll��Elfllml I 10,57 NON-CONCURENT LCAD FEEDER- 3 #210 THHN & 1# 6 C.0 BOND IN 2" PVC COND. FED FROM: SERVICE GENERAL LIGHTING TOTAL LOAD SHALL INCLUDE: 1 THE TOTAL A/C SQUARE FOOTAGE MULTIPLY BY 3 VOLT/AMP. 2 MOTOR OPERATED APPLIANCE, SUCH AS PADDLE FAN AS PER N.E.C. 210-11, AND 220-3 GENERAL LIGHTING LOAD CALCULATION TOTAL A/C AREA * 3 1,582 *3 4,746 WATTS FAN LOAD * QUANTITY 200 * 5 1,000 WATTS TOTAL GN.LT. LOAD = 5,746 WATTS ELECTRICAL RISER DIAGRAM SINGLE PHASE TO F.P.L. OVERHEAD SERVICE IN 3° CONDUIT X Ma, AN ME, dw 'INS Ef� 200A �3)#2/0 THN &l #6 C.U. PANE D IN A 2"COND. it A AT GARAGE "J" Box W// 3/4" RACEWAY AT GARAGE z z CE 0 0 CL o Lu Z Lu 0 z 0 < 0 C) Q Z CE >- ®-0 _J 0 (D Ci Ll co Lij C) < LZL 1 0 0 LLJ C) Ff 0 Cc (.D 0 < co Z ::) z Li Lu 0 aowm 0 8 0 Q co LLJ Z z LLJ if D Utz() () LuFF- CC LL _j z 0Cc LIJ co Lu ED cc LIJ 0 Lij Lij z Z cao < Lli EI: Ljj c coo0 0 M Lij Z Z Z 0 < q z CL Lij >- L'i Cjcj (00 C, = LJJ 0 Z Ljj Z LJJ Z -00 (3 �,E F- z 0 D :D cc -i CC 0 Z Lij a:, �_ U) T_ CO o z Lij 0 Lij z20 Lii uj 00 > m Lu Lu ca uj Lu dr- _j Lu Lu C-4 0 ri U- —7 0 C) > w 0c) Ll >- z < C) -_ 2 u? or C) 0 0 CD LLJ cf) w Lij C) I-- Q)cn < _+__0 . LLJ !E ckf C) c) C:) I_ L__ cllJ < t c) 0 0 U-) CD Ln w 0 > Lf) D DD D cl) 3: SHEET NO L_Lj A 8 OF --SHEET$ t Q t 1 �A,E GE tS 111 3134 ls'fAT OF m CEILING❑ AT 1V-0" CEILING❑ T 10'-4" LOAD B EAI ZING AT 9'4"❑ LOAD BEARING AT 14"-2 5116" 40-11-00 26-07-00 14-04-00� M uLa; -a I a� U) -a a - to -� -9 -a L -a L I -a Zi f- w - L U) n Lo U •� u' Li 7 In UNQ M U -/��• 777 co O CA 0 J3 0 Q �vS i o O GRD �dP F es 0 D1 r D2 -091 13 n esI ned O w 4 D4 3-08-00 9-00-00 2-08-0 D5 D6 �± I �' G ® cllE O Q D7 � ❑ i U) B5 Y` M 12-02-00 3-05-04 15-04-00 l89 B4 13-00-00 5-04- 22-07-00�N' _ V4 p B2 ® � V8 > B1 a q v o Y � M m B O � 00 GRB^ A2 E GRE ® is � J1 J1 0 I a O o N O A2 J3 0 '} CF 9 Al N J 1 E7 U) h------ I I Al 7__ Al 9 Al Al i I ® 9 Al 0 R io c Al ® N N 1 A 11 GRA 1 J5 JS a d i J3 J3 M in h h h kn a•- Mn) _ 12-04-00 6-DS-00 21-11-00 40-11-00 FRAMING PLAN SCALE:: 1 /4" -= V-0- SPACING 1 .P • PANEL EDGES CDX PLYWOOD •►/�` / i�t PROVIDE 2'x4° BLOCKING 0 ALL PLYWOOD SEAMS, 48" BACK OF GABLE END. NAIL SEAM w/ 10d NAILS 0 O.C. EA. SIDE flF SEAM LATERAL BRACING SEE 2•x8" WOOD FASCIA (SEE ICAL DETAIL ON THIS WALL SECTION) NAILED W/ 2-16d SHEET. NAILS � EACH TRUSS 8d NAILS AT 6•a.c. AT RAIVEL EDGE AND INTERMEDIATE 1/16° SPACE AT PANEL ENDS---- SUPPORT 4°O.c. 0 GABLE I-NDS FIRST W BACK PLYWOOD NAILING DETAIL SCALE: N.T.S. RIffil Y , t'Yh� ,*• �..i ti' i 7 Y gj fr� 00 I sY 7• IYY :• .« .7• 8MNQ SHAY( 4. O.Q ON MOE S' 0A IN1E7tlOR xneavna J" VALLEY FRAMING DETAIL 9G1LE : nuc NOTE: ALL RAF1E16 211i RAIFIERS AIMW m R SY?. 4 24' O.C. NNL RAFTQt9 10 A1ND S1pE P(.AIE RJ 3-15d NAIS i/ N 76 MW 27F1 C3)LUR lE rd EAtil RAFIR HNiA 1 f 2 TiiO SPAIN OF RAFIFR. CONNECTOR SCHEDULE TRUSS I.D. BFARNG POINT TRUSS ACTUAL UPI FT MAX CONNECTOR QUANTITY CONNECTOR UPUFf DESIGN ANCHOR TYPE & QUANTITY A MASONRY 537 KTA20 1 1443 9-1011 x I I/Y NAU PER STRAPS Al MASONRY 537 HIER20 1 1443 _ 9-laDx 1 1/Y NALS PER STRAPS A2 MASONRY 528 MA20 1 1443 9-101A 1 1/2- KS PER S1RA}'S B MASONRY 917 HIER20 1 1443 9-1OOx 1 1/Y NALS PER TRAPS Bi MASONRY 914 HHETA20 1 1443 9-101A 1 1/Y NALS PER STRAPS B2 MASONRY 917 NUA20 1 1443 9-ICDX 1 11Y NALS PER STRAPS 03 MASONRY 917 HHETA20 1 1443 9-IMX 1 I/Y MALS PER STRAPS B4 MASONRY 917 I IUA20 1 1443 9-1OOX 1 l/Y WAS PER STRAPS B5 MASONRY 917 NHETA20 1 1443 9-1PDX 1 11Y NAILS PER STRAPS D MASONRY 917 HHETA20 1 1443 9-10OX 1 11T INNS PER STRAPS D1 MASONRY 917 HtER20 1 1443 9-10OX 1 1/f NABS PER 51RAP5 D2 MASONRY 915 HHETA20 1 1443 9-10 1 1{Y W PER STRAPS 03 MASONRY 917 HRETA20 1 1443 9-1OOX 1 11Y MILS PER STRAPS 04 MASONRY 916 KTA20 1 1443 9-10 1 I/f NAILS PER MVS D5 MASONRY 917 MAE 1 1443 9-IaDx 1 1/Y NALS PER MAPS D6 MASONRY 917 IWA20 1 1443 9-IUDx 1 1/2• MALS PER STRAPS 07 MASONRY M7 IIUA29 1 1443 9-10OX 1 1/Y NAILS PER WAS E MASONRY 416 MUA20 1 1443 9-101x 1 1/Y NAIIS PER SWAPS GRA MASONRY 1097 HHETA20 1 1443 9-10OX 11/Y NAILS PER GRB MASONRY 1e HHETA20 1 1443 9-10Ox 1 1/Y MMS PER MM GRO MASONRY 3168 N ETA20 1 1443 9-1WDI i 1/Y NAAS PER STRAPS GE MASONRY 460 HHETA20 1 1443 9-IOOx 1 1/Y MAILS PER JI MASONRY 193 HHETA20 1 1443 9-10OX 1 1/Y MALS PER STRAPS J3 MASONRY 228 HHUA20 1 1443 0-I O Dx 1 1/Y NALS PER SM 35 MASONRY 19D HHETA20 1 1443 9-1OOx 1 1/2' INNS PER d5P MASONRY 297 HHETA20 1 1443 9-1YDx 1 1/Y INNS PER SM J7 MASONRY 210 HHUA20 1 1443 9-imx 1 1/Y MNS PER Zj JC3 MASONRY 168 HHETA20 1 1443 9-IOix 1 11Y NALS PER SPAPS JC5 MASONRY 187 HHETA20 1 1443 9-IOOX 1 1/Y NALS PER SWA K4 MASONRY 256 HHETA20 1 1443 9-1OOX 1 1 f 2' MALS PEst STM KJ5 MASONRY 331 HWTA20 1 MASONRY 321 HHETA20 1 MWR1Y 207 HPER20 1 MASONRY 35 HPEPA20 1 MASONRY77 KTA20 1 1443 9-10011 1 1/Y NALS PER STRAPS KJ7 1443 9-101x 1 11Y MNS PER S1RAi*" KX5 9-IODX 1 1/Y NALS PER SRAPS -1443 1443 9-IOAII 1 1/r NALS PER MM MY2 1 9-10Dx 1 1/Y MAILS PER STM MV4 x 4 BLOCKING AT PANEL AGES AS REM) (2) 16d CO . BLS EA END - APPROVED ENG'D WOOD TRUSSES - SEE TYP. WALL SECTIONS FOR ACTUAL HEEL AND OVERHANG CONDITION - PROVIDE MOISTURE BARRIER (TYPICAL_) �— H'+JRRICANE STRAP HLTAZO >!` .-- CONC, TIE BEAM BLOCK DETAIL. ■ TRUSS I.D. BEARNNS POINT TRUSS ACTUAL OF"dFT MAX CONNECTOR QUANTITY CONNECTORm- URF1 DESIQT ANCHOR TYPE & QUANTf1Y Mw MASONRY 160 HHETA20 1 172 9-1ODX 1_1/;'° MIS PER STRAPS V4wu 51 LStA 12 1 172 9-IODX 11/," NAILS PER STRAPS VB N000 104 LSTA 12 1 19B 9-1ODX I 11r NAILS PER STRAPS VA M00D w LSTA 12 1 1 19B -- 9-I0Dx 11/2' NAILS PER STRAPS w C) Z Z O_ O W ❑ = Z O Q U U O Z cc po0 N W co M C) �zUOW lJ © Q�z wWO0 N0Wco N7] 0 Z z W E-L :D ~z0 cLLOz Ocf)5W cocc w m Ns WJNC) W ❑ Z m W w Ccco❑U W co Z Z � Uco Z — co O co Cc wCc(c)❑ I—WTw z � ZZ00 W F J ::) wacc0 Z=coII— C`3wZw w:EC)2 P-m C� W LL1 00 LIJ P LJ u U to LU -� W O. IL Lu NZ N CE QLu W U to 1 1 N1 c o Lu Q 0 ~ O J i' J W >-c�z Lu) O Q ww� ❑ � w 000 L 4 ---1 LL Q�Q V) 11i [ Q V) — O L-d I� � L0 0 P �. LJJ � 1) Q N �I 0< � L L_ 0 In CJ L1J Q Q CAI a r In CLl m cn k�`�o4i tf 41 I Na rrr�/ fr 0. 3134 d Y OF � i i M A a, NMI 1 r•, / I.. oo r I �1 r Ir4. •_�11 3 CORNER BARS IM EACH - 2 CONT HORZ BARS sO w^ Ap "OOI(S ALTERNATE DETAIL 0 CONT. REINFORCING STEEL AT 90A INTERSECTIONS FOR BEAMS NOT TO SCALE i� AUR N& WS CMU WALL 8c HEADER ------------ MAX 3 f 16 CON C. SCR. W/ 1-1 f 4" (MIN) EMBEDMENT (TYP) 0 � 1 x4 PT BUCK < (OR BETTER) QQ FASTEN PER �f- DETAIL 6"(MAX) it FASTENING FOR DOORS UP TO J080 DOOR FASTING DETAIL_ CONCRETE BLOCK WAI_ SCALE: NOT TO SCALE SMCM PINM 112" DRYWALL C.M°U, WALL SEALANT U a 4% r"FRICR RATED P.T. mm EOrx SET IN SEL Cf SEALANT rj (I) ROW LF 114'i TAPWG v/ 1-1/4' omc ETE OWNEW 4' FRW 03M 0 R O.C. Ad01.1GW IN A FFAGMIZm PATTERN CR AS !FA_ FI N.CA NSTALLAYM WM (`ETt°1J AND CQLUANT v/ FYA/aw 4MI3. WNM ASMIEL), INSTALLED PER *13 PRCOIICT APPROVAL A10 CQRWIT r/ F41AAMA MD--10. FLASIIG U= APPM AATEAPROOF C"710 PER AAAIA 71 OR SELF-ACHLV 16 FIA W WA RA E PER ARIA 711. W1ERPROCIF COMING TO PRM C0019M SE&M AREA PER AW 711 - CMTNC SHALL RCT HFUM IIwtll� L o A FASTEN MIN. 1",x4° F.T, BUCK TO COVER ENTIRE JAMB, FASTEN TO C_B_S. W Y" O x 24"" MIN_ TAPCONS SPACED @ 4" MAX. FROM ENDS & 12" CA- MAX. (TYR. THREE SIDES) OPTIONAL FASTENING: TAPCONS THRU FRAME, BUCK, & INTO C.B.S. PER MANUFACTURER'S MIAMI-DADE NOA INSTALLATION DOOR FRAME FASTEN PER MANUFACTURER'S RECOMMENDATIONS EXTERIOR FINISH RETURNED TO DOOR FRAME AT EXTERIOR (T� DOOR BUCr\ ATTACHMENT A-10 SCALE N.T.S 2 COATS STUCCO CAULK VCRETE BEAM 4.5 INSULATION d 3• P.T. WOOD BUCK �/16" TAPCON X 1 1/2' EMBEDMENT 0 8' (T)P.) --ALUM, WINDOW SEE SCHEDULE WINDOW HEADER DETAIL N.T.S. CEILING STRUCK 2x4 WOOD STUDS ® 24' O.C. WITH \' DRYWALL ATTACHED WITH 12 LONG DRYWALL SCREWS TO EACH SIDE. SCREWS AIRE 8' O.C. AROUND THE PERIMETER AND 12' O.C. ON THE INTERMEDIATE STUDS. CAST IN PLACE CONC. SILL R-4.5 WALL INSULATION g' CONCRETE BLOCK 1:11—],, 0 1:1 L; FILLED CEIL_/� --� PLY'.N VIEW #5 V GROUT RETRC W/1 if WHERE 'ENDS AND l 3F1 ChtU. WALL..-,,- RAGED®®R GARAGE DOOR TRACK :BETE DRIVE WAY 4" C(}Nim ;'SLAB LOPE A( 11 3T4" `# s ' • . . ° .. a•. .� �• ♦� • - • • •s T_ 6'Fx241' APRON (2) 45 RE13AIR CONT. WITH #J FR1kN S BARS 36" O.C, K-j--�G A RACE APRON D E TA, 1 L. A-1O SCAT-E. 1 /2D9 — 1 8-. C)$' .._..��.—� c l BOLT W/ NUT bQx1,/8 WASHER OR (2)-3' CUT NAILS ALL 24' OC RULED CELL A-10 j SCALE :NONE �a a� .q. W z z If O O R-- � ❑ W = z_ W ❑ ❑ z O Q U U CD Z rr o �O 0 W Co W <ZUo ❑ WO CD 0Q�z LL 0 L-i Lu O�WLT] co 0 Cc Z LIJ FE U�z� �LL_jZ O cocr co W m CL LL Lu C) LIJ�rW❑ zm�Q FrU'❑U Lu z0LL] < co Q=- co 0 ;5 w WcccO❑ I-WrW Z z W Q U m x W f- D Cc Cc 0 z= n� CDwzw z202 0*4 uj 00 > m Q d' W = LL co LLI LLJ _W a _j COOw� Coil Q N LL Fr QLu W U /_z� Lu O V EL co W 0 Q zQ w W 't z r Z >_ �t o�Luo � N o= 0 op F-0 C _ m ro C ro C m N O , �N O ro�z uQro -0 N C c N O TiD N c Q N o m Qm 'Z; mT�m cmo(o a),22 N m . _ .7 .- .c O 6 L q Ct N rrD R � � N Qm m p(va a p yam kD OC lN6 N� m L Q QN QO i O T mZ5� 0 m-u m nTt5 �c6 mL c L O - �-0 CD O om� z O O :2 co w 00 O CV Cc rn J } m �� m� Q © < �- m U O Cc _"" v cQ ( < I­__ -0 LEI Lon 3 = � �N z W cn Q cn w l U r �— `t _j CV O U Ln Lj O Q CV z r 0 LC7 CC L J O In m crn � SHEET NO C� w A10 0 LOF-SHEET1 Gj GEN s f 0: 1 = '•. TAF �;.• �l �rNrNIITI►��rs .�. i ZONE 5 +21.8 -26.5 ,Van FL! 3- L( w WINS LOAD PLAN SCALE: 1 /4' = 1 °-0' ZONE 5 ZONE 5 +21.8 +21.8 -26.5 -26.5 _5 2 3 w U z z EE 0 0 F— a- n 2 W ❑ I z o ❑z o Q U U U z O ❑ O W W QzUo ❑ wU U o°Wz 0 ❑ a O Q W m C\jU❑>- Lu��� z° cc z ocoDCE co W m CC W J N U W ❑ J w Q z_mcow wco❑U wLLJ co z z z��4 co Z co Il w�c�❑ w T w Oz W00 m � X �j iYJ�(J z co I— (�wZw w20� (0 V J C.� Q LLI 00 m a � M LU � w � = m LLI LLI J LLI IL N w a N � N Q LL W U rz O V CL co W Q Q (5 z I— J � co T z z>-� O Qo � Ww W❑ 0 II w o= O op c73 ®roc ro=m N O N crN O O �Qro N = c N O romu, cQN �m p- m a L m FLC Z ro E pro CD N= L L O ro '� _.2 p N L � `mm QL O 5 N Qm a`�� aroQ a a3 c p roE L i � O7 O m T = O N co c °cco 0= m NQO O a 0 m� m �c9 m(o_ L p - N-T3 m m op 4; z 0 C) w pp 0 N U cc m � ® �0' ED 00 �11- _� ®U 0 o c)jQ U z ®00 0 �o w t0 ro � = (l� �N Z 4 () +� L j u ~ (n Q 0 0 Q +� W .E r?- 0 (� 0 I-- Q J 0 � U Ln Lj 0 CD N z V— 0 I..C) uo > D— o J_ Q m CO co STRIj-'JURAL NOTES **GRA\ITY LOAD** ROOF- ALL DEAD LOADS PLUS 40 PSF LIVE LOAD FLOOR ALL DEAD LOADS PLUS 40 PSF LIVE LOAD **WIND LQAD**180 MPH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AC|-83) MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE (AC| 315-83) AMER!CAN CONCRETE INSTITUTE PALM BEACH COUNTY NATIONAL CONCRETE MASONRY ASSOCIATION AMER|CAN INSTITUTE OF STEEL CONSTRUCTION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1982 EDITION AND SUPPLEMENT **MATERIAL** A. CONCRETE: ALL CONCRETE SHALL BE NORMAL WEIGHT, (USO TYPE CONCRETE) WITH /\ MINIMUM COMPRESSIVE STRENGTH OF 3000 P3/ AT 28 DAYS OF AGE. B. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE OF NEW BILLET STOCK, CONFORMING WITH ASTM A-615 GRADE 60. CONCRETE PROTECTION FOR REINFORCING BARS: THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED: FOO7lN GS: 3 INCHES BEAMS AND COLUMNS: 1 1/2 INCHES SLAB ON GRADE: 2 INCHES STRUCTURAL STEEL STRUCTURAL STEEL SHALL BE ASTW A38, FABRICATED AND ERECTED IN ACCORDANCE WITH A|SC SPECIFICATIONS AND STANDARDS- ALL BOLTS TO BE ASTM A325. ALL WELDS TO BE PERFORMED BY CERTIFIED WELDERS ONLY. SUBMIT SHOP DRAWINGS FOR ARCH|TECT/ENG|NEER APPROVAL PRIOR TO FABRICATION. COLD -FORMED STEEL TUBING: ASTM A500, GRADE B HOT -FORMED STEEL TUBING: ASTW A501 STEEL PIPE: AGTM A53.TYPE E OR S,QRADE B ANCHOR BOLTS: ASTM A307. J-TYPE U.O.N. HEADED STUD TYPE SHEAR CONNECTORS; ASTN A108, GRADE 1015 OR 1020, COLD FINISHED CARBON STEEL, WITH DIMENSIONS COMPLYING WITH A|SC SPECIFICATIONS. FASTENERS: AS7IM A307, GRADE A^ REGULAR U]VK CARBON STEEL BOLTS AND NUTS. PROVIDED EITHER HEXAGONAL' OR SQUARE, HEADS AND NUTS, EXCEPT USE ONLY HEXAGONAL UNITS FOR EXPOSED CONNECTORS. LUMBBR� ALL FRAMING LUMBER SHALL BE STRESS GRADE NO, 2 LUMBER WITH MINIMUM Rb = 1200 PSI AND MOISTURE CONTENT NOT TO EXCEED 19%. ALL FRAMING LUMBER IN CONTACT WITH CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE PRESSURE TREATED LUMBER. . f'u precast lintels = 3500 psi. �r i f t = JODO psi w/ maximum 3/8" aggregate. minimum net area compressive strength = 1900 psi. � neum pvaoeu in precast /mun per ^u/M *6/5 Gnou Rw(d nabor per ASTW A815 QR40 or GRGD. . Prestressing strand per ASTW A416 grade 270 low relaxation. . 7/32 wire per ASTW A510' . Mortar per ASTN C270 type M or S. � UNRBNFORCED CONCRETE MASONRY: MASONRY: ALL MASONRY WALLS SHALL BE OF CONCRETE BLOCK UNITS CONFORMING TO ASTM C90 PLACED IN RUNNING BOND PATTERN WITH TYPE "S" MORTAR AND REINFORCED WITH DUR-O-WALL OR EQUAL, EVERY OTHER COURSE. EXCAVATION AND BACNRLL ALL EXCAVATIONS SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE-. EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES, PIPING, ETC. PROVIDE ENO BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATIONS OR STRUCTURES- BACNF|LL IN HORIZONTAL LAYER, MAXIMUM OF 12^ THICK, AND COMPACT TO A MINIMUM OF95% MAXIMUM STANDARD PROCTOR DENSITY, PLACE B4CNF|LL SYMMETRICALLY, TAKING CARE TO PREVENT ANY ECCENTRIC U]A0NC OR WEDGING ACTION AGAINST WALLS OR BUILDINGS. 1. Provide full mortar �-eod and bed joints, 2. Shone filled |inhde os required. 3. Installation of lintel must oom 'Uy *|thdrawings.e architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2~ long notches at the ends to oocurnnnodote wnrtiuo( cell reinforcing and groiting. 5. All |)nto|a meet or exceed L/380 vertical dnfleotion, except lintels 17'-4^ and (on with kno| height of 8" nnoot or wx000d L/180. 6. Bottom field added rebarto be located at the bottom of the lintel cavity. 7. 7/32° diameter w|rp stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place cwn&rmte may be provided in composite lintel in lieu of concrete masonry units. Q.Smfw |uod ratings based on rational design ono|ymio per AC 318 and AC| 550 G. SECTIONS AND DETAILS: ALL DETAILS, SEC70N3 AN-, NO -ES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPC4L Al,_', SHALL APPLY -TO SIMILAR SITUATIONS ELSEWHERE U.DN _~___— L-4 8F24-1T/13 L-4 8F24-1T/B SAFETY LOAD SCALE 1/4' = 1'-0° SAFE LOAD TABLE NOTES F = FILLED WITH GROUT /U � UNFILLED 1. All values based on minimum 4^ bearing. Exception: ~~'~ '~~�� for unfilled |(nte|s muat bw noduocd by 20% if bearingB�TTO� len�th in |oma thmn 6-1/2=. QUAN71TY OF #5 REBAR AT OF LINTEL CAVITYng | F Sofe |uoda for o|| rooaaaed |inte|o bosed on 8 nomino| bmoring. - | 2. N.R. ~~ Not Rated. 1 61 F3 1 7 3. Safe loads are total superimposed o||uwmb|m {mod on the section specified. - �� 4' Safe loads based on grade 40 or grade 60 Meld rebor. 5. Additional |otmrm! load ooPoq|ty can be obtained by the designer bproviding V ID TH \ LQw AN7lTY OF #5 oddiono| reinforced masonry b theprecast lintel.y NOMINAL HEIGHT | AT TOP W' O'~ #7 '~b~' '~� b~substituted 8. lintels only. /rBAR '' The designer may ^`~'°°`e concentrated l-- dm from the oo6; load toh|ea bycalculating the noximunn nojisDng moment and shear at d-away from the face For composite lintel heights of support,8. not shown,use safe load from next lower height.S_ All safe loads in unite of pq�nds per |nnor foot, 11-1/2" CLEAR LO #5 REBAR AT BOTTOM OF LINTEL CAVITY ��-5/8-AC A BOTTOM REINFORCING PROVIDED IN LINTEL 8" NOMINAL. WIDTH SAFE LoAjj fABLE4 FOR GRAVITY,UPLIFT &LATERAL LOADS 8"PRECAST &TRE3IRD8SIDOI.DNTELS 4~11ft-4m" GRAVITY L-6 5'- 1 0'(70� PRECAST 972 N1459 NR 0 1 530 9W 14M 18W 2MD 2600 L-18 19'-40(,2321, PRESTRESSED N.R. L-19 21'-4"(256� PRESTRESSED N.R. P31 8"PRECAST .& PRESTRESSED DITN78l3 UPLIFT LATERAL SYMBOf �NGTH ��� OFO-Zr BF12-2.T _81`16-'47 W215-;q EF24--2T W2&-2T SF32--Zr 140 19D 268 343 418 493d " 137 205 322 4,57 607A771 4j L-21 24'-01288� PRESTRESSED ]-7 135 108 *REDUCE VALUE EP 25% FOR GWE 40FIE0 IRL13AK x PRECAST W/2"RECESS DOOR nIJ\TTDI3 _T1`11;Mn61Q~M GRAVITY SYMBOL I_Ej�GTH TYPE 8RU6 - 8"PRECAST V02"RECESS DOOR lD-LJ0TILS UPLIFT LATERAL SYMBOL LENG FD-3 5'-8* (68") PRECAST 924* 1172 1796 2423 3W QM 501 501 ___ - ;5.27P1009 36LI '�28 2088 245WO LU O z Cc O 0 EL � Lij _ O Z LLJ O z 0 < O O � Z O -� 0 - � (0 � � 00' � � � ` 0Z OLLJ -� 0 cc� Z ::) z ]< LL � LU 0� X � 0uLli CD m � � � � "~Z [� ' LLJ Z LLJ ' 0 � UU - LL O cc < o Co - LU ::) Cc co LLJ0cc Li- :D Lli]�O �. LLJ O �LLJ Z 0 _j a- < z ED0 LLJ Cc � LLJ � � z -u COu�Z- Z 'IL � � .0 [E LIJ �(C)O LLJ , LLJ 0 Z Z LLJ Z LL - [} 0-� 0 � Z U� Cc � � m� UJ - Z |z��� |LU DD ED ^ \~� / |. | ��� | �_� �_� 0 In \~/ / CD -�� | \~x / REVISED 10/24/2021 I