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HomeMy WebLinkAboutConstruction PlansCD 77 Lo u.i 'n N N O CV Lo N W 07 L_ X N_ 0) c- 0 d' N N i c- N (U 0 X C J N T_ 0) 0 NT N N N N 0 N N �c N I- O d 06 11 U O U O 0 i C O E O O t� �U O N Q 06 1` O U) Eli c O co L N U W J IL GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, F.IJD ANYOTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/TRUSS ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. 4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. RISK CATEGORY: II 2. CODE REFERENCE: 2020 FLORIDA BUILDING CODE-R (7TH EDITION) &ASCE 7-16 3. BUILDING DESIGN: ENCLOSED 4. MEAN ROOF HEIGHT: <=15.0' 5. ROOF PITCH: 5/12 6. GCpi: ± 0.18 7. WIDTH OF END ZONE: A = 4.0' 8. WIND SPEED: 160 MPH (Vult) 3-SECOND GUST 124 MPH (Vasd) 3-SECOND GUST (USED FOR ANALYSIS) 9. WIND EXPOSURE: D 10. ADJUSTMENT FACTOR: 1.47 11. SUPERIMPOSED LOADS: FLOOR (DEAD) 20 PSF FLOOR (LIVE) 40 PSF ROOF (TOP CHORD DEAD) 7 PSF ROOF (TOP CHORD LIVE) 20 PSF ROOF (BOT. CHORD DEAD) 10 PSF NOTE: DO NOT SCALE THESE DRAWINGS WALL 55 PSF (REINF. CMU) / 18 PSF (FRAMED) 12. SHEAR WALLS WERE CONSIDERED 13. A CONTINUOUS LOAD PATH WAS PROVIDED 14. COMPONENT & CLADDING DETAILED 15. MINIMUM SOIL BEARING PRESSURE IS 1,500 PSF PER "KSM REPORT #219325-b". CONCRETE NOTES: 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE. 3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 4, PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185 5.1. PROVIDE CHAIRS AND BOLSTERS 5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS) 5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" 8t TIE. 6. 'WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED a1 T-0" O.C. EACH WAY 7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: 7.1. CAST AGAINST EARTH: 3" 7.2. EXPOSED TO EXTERIOR ELEMENTS: 1" 7.3. FORMED SURFACES: 1" 8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 9. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING CONCRETE. 10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH LAP. PROVIDE CORNER BARS. 11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 400 S.F. AND AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS (WHICH IS NOT UNCOMMON) 12, CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR SLABS SHALL CONTAIN W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. W/C RATIO OF 0.04 AND A MIN. DESIGN STRENGTH OF 5000 PSI @ 28 DAYS. 13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED. 14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. 16. SOILS SHALL BE TREATED. FOUNDATION NOTES: 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF PER "KSM REPORT #219325-b". 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. WINDOW AND DOOR NOTES: 1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301 OF THE 2020 FBC RESIDENTIAL CODE. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 1X OR 2X PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. CONCRETE MASONRY NOTES: 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 1.1. MIN. PRISM STRENGTH OF 1,900 PSI W/ 3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS. 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1/ASCE 7-'10/TMS 602, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530/ASCE 7-10/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI ON THE NET AREA. 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. IN ALL NEW WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. 8. -PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM I (UNLESS OTHERWISE NOTED). 8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP. 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY. 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR. 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. TIMBER NOTES: 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF 160 MPH DESIGN WIND LOAD BASED ON THE 2020 FLORIDA BUILDING CODE, 7TH EDITION. 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE WITH TPI-95. 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM PANEL SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL O'/ER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS. 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C EQUIPMENT, ETC.) 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2020 FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3' APART LOCATED ANYWHERE: ON THE TOP CHORD. 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. 1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. 2. ROOF SHEATHING SHALL BE A MIN. OF 5/8" (MIN.) CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 8d RING SHANK NAILS 6" O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE: 2" X 4" BLOCKING AT HIPS AND VALLEYS, SPACE NAILS AT 4" O.C. AT BLOCKING. 3. EXTERIOR FRAME WALLS SHEATHING TO BE SHEATHED WITH A MIN. OF 1/2" (MIN.) APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF 24/0 OR BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 8d NAILS @ 6" O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS.. 4. FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO FLOOR FRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD. 5. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER 6. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE: GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. WIND LOAD DESIGN CRITERIA: 1. DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS. 2. SEE ROOF PLAN FOR ZONE LOCATIONS. 3. OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC. 4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF. FOR 5:12 AND LESS ROOF PITCH ZONE AREA NEGAIIVE PRESSURE POSITIVE PRESSURE OVERHANG 1 10 52 30 N.A. 1 20 46 26 N.A. 1 50 38 20 N.A. 1 100 32 16 N.A. 2e 10 86 30 86 2e 20 83 26 83 2e 50 78 20 78 2e 100 75 16 75 2n 10 N.A. N.A. N.A. 2n 20 N.A. N.A. N.A. 2n 50 N.A. N.A. N.A. 2n 100 N.A. N.A. N.A. 2r 10 90 24 N.A. 2r 20 79 22 N.A. 2r 50 64 19 N.A. 2r 100 53 16 N.A. 3e 10 90 24 127 3e 20 79 22 109 3e 50 64 19 87 3e 100 53 16 87 3r 10 105 24 138 3r 20 88 22 119 3r 50 67 19 94 3r 100 67 16 74 (5) 5/8" DIA. ANCHOR BOLTS W/ 2-1/2" DIA. WASHERS. BOLTS ARE TO BE EQUALLY SPACED (6" FROM EACH END & 24" O.C. MAX.) BOLTS ARE TO BE CAST IN PLACE -OR- EPDXY SET W/ 5" EMBEDMENT. 2 X 6 P.T. BUCK W/ 15 MIL BARRIER 1 #5 VERT. BAR IN FILLED CELL (TYP.) 3 GARAGE BUCK DETAIL S-1 1" PRODUCT APPROVAL INFORMATION FLORIDA PRODUCT DESIGN MAX. DESIGN PRODUCT MANUFACTURER MODEL NO. APPROVAL NO. PRESSURE PRESSURE SINGLE HUNG 9000 SERIE FL 8153.1 +38/-50 PSF +50/-50 PSF PRODUCTS INC. IMPACT IMPACT OPAQUE SWING DOORS THERMA TRU DOORS FIBERGLASS FL 20468.1 +38/49 PSF +67/-67 PSF COMPOSITE EDGE GARAGE DOOR RAYNOR IMPACT FL 15212.4 +33/-40 PSF +37.4/-41.7 PSF BUILDMARK SOFFIT PLY GEM SIDING GROUP VARIFORM FL 32502.1 -49 PSF +157/-54.9 PSF ROOF OWENS CORNING ASPHALT FL 10674.1 +24/-138 PSF OFF -RIDGE VENTS LOMANCO, INC. 770-D FL 3792.2 +30/-52 PSF HEIGHTS < 33' UNDER.I._AYMENT TAMKO BUILDING PRODUCTS TAM -FELT FL 12328.1 +24/-138 PSF ROOFING NOTES: 1. ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACI URES SPECIFICATIONS TO MEET THE DESIGN CRITERIA IN THESE PLANS. 2. ASPHALT SHINGLES SHALL CONFORM TO ASTM D-3161 CLASS "F", ASTM D-7158 CLASS "H" OR TAS 107. OVER ENCLOSED AREAS ROOF ZONE ROOF SLOPE 5:12 OR LESS ROOF SLOPE 7:12 OR MORE 2e 98 PSF N.A. 2r/3e 95 PSF N.A. 3r 106 PSF N.A. C% n r- r-1-r- r% . ZONE DESIGN PRESSURE 2 +38 / -41 PSF 3 +38 / -49 PSF EXTERIOR COMPONENTS ATTACHED TO THE WALL_ (SIDING, ETC): 1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO MEET THE WIND PRESSURES SHOWN. 2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER. WALL ZONENEGATIVE PRESSURE POSITIVE eRESSURE END 47 PSF 37 PSF INTERIOR 40 PSF 37 PSF TIE. -BEAM OR DOUBLE BOND BEAM < - 4" 12"O.C. MAX. MAX. I - U 2X INSTALLATION: ROWS 0 OF (2) 1/4" TAPCONS mm N INTO GROUTED MASONRY W/ 2" EMBED (TYP.) - MIN. (3) ALL SIDES 1X INSTALLATION: 1-1/2' 1j LONG CASE HARDENED jj NAILS @ SAME FREQ. P.T. BUCK AS REQ. BY MANUFACTURER CMU MASONRY WINDOW/DOOR BUCK ATTACHMENT SCALE: 3/4" = 1'-0" *NOTES: 1. DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). 2. WINDOWS MAY BE INSTALLED ON FORMED AND POURED SILLS PER DETAIL 1/S-3 & IN ACCORDANCE WITH THE WINDOW MANUFACTURER'S SPECIFICATIONS. TIE -BEAM OR DOUBLE BOND BEAM 10" ACI HOOKS @ EACH BAR #5 VERTICAL BAR IN FULLY GROUTED CELL (EA. SIDE OF OPENING) SILL REINFORCING SCHEDULE OPENING WIDTH POURED SILL REINFORCING STEEL DEPTH WIDTH TO LESS 8„ (1) #5 THAN 7' WIDTHS 7' TO $„ (2) #3 SIDE BY SIDE LESS THAN 10' WIDTHS 10' TO 12" (4) #3 SIDE BY SIDE LESS THAN 15' CMU W/9GA.LADDER BLOCKING @ EVERY OTHER COURSE 10" ACI HOOKS @ EACH BAR SECURE UNDERNEATH BOTTOM CONT. STEEL SLAB/FOUNDATION - SEE DETAILS 2 TYPICAL CMU (BLOCK) OPENING REINFORCEMENT S-1 SCALE: 3/4" = 1'-0" e1ECEIVECD JAN 231q„ eat, ueia oou> i, 4emitting e .° TR.US; DOUBLE BOND BI A� .- PORCF :Y, 10" ACI HOOKS @ 16" X 16" CMU BLOC (4) #5 BARS IN FIL!_E (SEE PLAN FOR ` (4) #5 VERI'. C s (i 10" ACI HOOKS @ SECURE UNI BOTTOM CC 4" CONCRETE SL W1.41W1.4 WWM OR F o ON 6 MIL. VAPOR Bi ELL COMPACTED, THE FOUNDATION (I F4 I BEARING -AM OVER OPENING EACH BAR < COLUMN AT PORCH COLUMN SPACING) OWN ROD EF, PLAN) EACH BAR )ERNEATH NT. STEEL AB W/6X6 - IBERMESH �RRIER ON ATED FILL. ZEF. PLAN) 1 PORCH BEAM TIE-IN DETAIL S-1 SCALE: 3/4" = 1'-0" a = ' J w w w m a 0 0 H w z w U J a U) a CV N 0 " N N w W Z m Ow 0- S >A �°'.. � , _ �,. c_. .: ,e c $ o E d N y Cox. C �9 d mow, V o m a •o o en iu � N N W N Q �- 0 N O w F- :D :E Ln a aaa W W U) w W U W � U) 0 } m U)> U J o 11-1 L ~ a -a 0 ob Ua ui 0 W Q.LL w w <C `1 U U a uj = 'S O Z U -� Um U) E W (3) 17111 0 0 ILL 06 ® > _ iW- O Ex 0 Z J -5 Z } (/� J w W co N U)Z 3 Q U) W PROJ. NO. 21-2240 DATE 07/30/2021 SHEET NO. S-1 SHEET a_ M N _O lf) 2 z N N O N L0 N I' h O N C J N rr O d' N N i N X C ?, _I N t- 0, O d' N N CN T N O N N N O a O a 06 n Q C N U O ❑ C O E O cn -U O cn co cn O (n O L U J (1) #5 VERT. BARS n; GRADE BEAM W/ (2) #5 BARS CONT. TOP & BOTTOM & #4 TIES @ 12" O.C. 5" STRUCTURAL CONCRETE SLAB, 3,000 P.S.I. MIN. WITH X, TROWEL SMOOTH FINISH REINFORCED WITH #4 BARS @ ' 12" O.C. E/W W/ 6 MIL VAPOR _ BARRIER io i I 3 3 �i Ix 7z d V-8" 1 STORY EXTERIOR MONO. FTG. S-2 SCALE: 1" = V-0" 3/16" DIA. STAINLESS CABLE TO BE PULLED TIGHT OVER A/C COMPRESSOR A/C COMPRESSOR SECURE EA. END TO CONC. PAD W/ 5/8" X 3" EMBED EXP. ANCHOR & HOLD-DOWN TAB CRIMP ENDS OF CABLE W/ LEAD SLEEVES OR CABLE CLAMPS / I � 4" CONCRETE PAD ASPHALT SHINGLES OVER PEEL-N-STICK UNDERLAYMENT OVER 5/8" CDX SHEATHING, 8d RINK SHANK NAILS @ 6" O.C. AT SEAMS & 6" O.C. IN FIELD PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. HURRICANE STRAP @ EA. TRUSS - PER SCHEDULE & LAYOUT 12 5� GRADE BEAM W/ (2) #5 BARS CONT. TOP & BOTTOM & #4 TIES @ 12" O.C. 5" STRUCTURAL CONCRETE J-BOLTS @ 24" O.C. & EA. CORNER SLAB, 3,000 P.S.I. MIN. WITH @ FRAMED WALLS (ONLY @ TROWEL SMOOTH FINISH BEARING WALLS)(WHERE REQ.) REINFORCED WITH #4 BARS @ 12" O.C. E/W W/ 6 MIL VAPOR BARRIER z 6„ G ui� • co 4 � � 3 € • Q • INTERMEDIATE MONO. FTG. W/STEP C_7 SCALE: 1" = V-0" ASPHALT SHINGLES OVER PEEL-N-STICK UNDERLAYMENT OVER 5/8" CDX SHEATHING, 8d RINK SHANK NAILS @ 6" O.C. AT SEAMS & 6" O.C. IN FIELD PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. HURRICANE STRAP @ EA. TRUSS - PER SCHEDULE & LAYOUT 12 5 [ r (1) #5 VERT. BARS GRADE BEAM W/ (2) #5 BARS CONT. TOP & BOTTOM & #4 TIES @ 12." O.C. (1) #5 BARS 5" STRUCTURAL CONCRETE CONT. SLAB, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH #4 BARS @ 12" O.C. ENV W/ 6 MIL VAPOR _ BARRIER -- SLOPE d I j 4 �. 1 � 6" 1 -8" s TYP. INTERMEDIATE MONO. FTG. W/STEP S-2 SCALE: 1" = V-0" GRADE BEAM W/ (2) #5 BARS CONT. TOP & BOTTOM & #4 TIES @ 12" O.C. 5" STRUCTURAL CONCRETE SLAB, 3,000 P.S.I. MIN. WITH SLOPE 3/4" TROWEL SMOOTH FINISH REINFORCED WITH #4 BARS @ 12" O.C. ENV W/ 6 MIL VAPOR BARRIER M€v i F f- p€ S t V-8" s GARAGE DOOR RECESS MONO. FTG. S-2 SCALE: 1" = V-0" ALUM. DRIP EDGE OVER 1 X 6 CEDAR FASCIA OVER d — — ' � , , J 2 X 4 PT ATTACHED TO �" TRUSSES W/ (3) 16d NAILS ALUM. DRIP EDGE OVER 1 k -- R-30 INSULATION EA. TRUSS X 6 CEDAR FASCIA OVER 2 X 4 PT ATTACHED TO TRUSSES W/ (3) 16d NAILS rP VINYL SOFFIT 1'-0" O.H EA. TRUSS 1'-0" O.H 1/2" GYP. BD. DRYWALL STD. OR RECESSED PRE -CAST ?` LINTELS ABOVE WINDOWS, VINYL SOFFIT DOORS & LARGER SPANNING — J OPENINGS W/ (2) #5 BAR TOP DOUBLE BOND BEAM W/ (2) COURSES _ STD. OR RECESSED PRE -CAST COURSE & (2) #5 BAR IN H-BLOCK WITH (1) #5 BARS CONT. EACH LINTELS ABOVE WINDOWS, PRE CAST LINTEL POURED WITH ° COURSE DOORS & LARGER SPANNING BEAM (CAST-CRETE OR EQ.) z_ OPENINGS W/ (1) #7 BAR TOP ,. COURSE & #5 BAR IN PRE -CAST PORCH CEILINGS TO HAVE A MIN, OF U LINTEL POURED WITH BEAM 1/2" CDX (OR EQUAL) ATTACHED TO x' (CAST-CRETE OR EQ.) THE BOTTOM OF THE TRUSSES USING � << K 8d RING SHANK NAILS @ 6" O.C. AT x a THE PANEL EDGES AND 5" O.C. IN THE FIELD WITH FINISH (TBD). 2 X 4 RAT CIO RUNS ARE TO BE INSTALLED @ 4' O.C. , N NAILS W/ (2) NAILS OR X S.S. VINYL INSULATED IMPACT WINDOWS PORCH CEILINGS TO RECEIVE 1/2" SCRREE @ EA. TRUSS ALOONGNG THE CDX ATTACHED W/ 8d NAILS 6" O.C. BOTTOM F- THROUGHOUT PRIOR TO "PLY GEM" 0 SOFFIT INSTALLATION INSTALLED W/ 16" X 16" CMU COLUMNS W/ w m INSTALL ALL WINDOWS &DOORS PER FMA/AAMA 200-12 SPECIFICATIONS w = 1-112" LONG ROOFING NAILS W/ 1/8" 4 #5 VERT. BARS W/ 10" ACI ( )LL FOR WATER TIGHT INSTALLATION o DIA. SHANK & 3/8" DIA. HEAD @ EA. HOOKS TOP AND BOTTOM O Q, NAIL HEM PER FL #24161 TIED TO HORIZ. STEEL IN O = BEAM AND FOUNDATIONS ~ O ALL GYPSUM BOARD TO CONFORM 0 z TO ASTM C5, C22, C28, C35, C59, C61, C587, C631, C847, C933, C1032 AND EXETRIOR STUCCO INSTALLED U C1047 AND SHALL BE INSTALLED IN IN COMPLIANCE WITH ASTM C COMPLIANCE WITH ASTM C843/44 926 & C 1063. PRE -CAST SILLS (CAST-CRETE OR EQ.) OPTION: FORMED AND POURED SILL, SEE DETAIL. Q STUCCO FINISH OVER WIRE c AND LATH 8" X 16" CMU BLOCK W/ 9 GA. LADDER �> #5 VERT. BAR W/ 10" ACI BLOCKING @ EVERY OTHER COURSE < HOOK TIED TO FOUNDATION 1/2" PT FURRING STRIPS @ 24" O.C. BOTTOM STEEL (TYP.) W/ R4.1 MIN. INSULATION 1/2" DRYWALL (TYP.) LINE INDICATES THICKENED EDGE BEYOND ; STUCCO FINISH OVER WIRE AND LATH 5" STRUCTURAL CONCRETE SLAB, x 3,000 P.S.I. MIN. WITH TROWEL EXETRIOR STUCCO INSTALLED SMOOTH FINISH REINFORCED WITH 6" TERMITE INSPECTION STRIP z IN COMPLIANCE WITH ASTM C > #4 BARS @ 12" O.C. ENV W16 MIL 926 & C 1063. VAPOR BARRIER 36' W X 36" L X 18" THICK CONC. ,- �_ ` w U LL FOOTING W/ (3) #5 BARS EA. -� 6" TERMITE INSPECTION STRIP a4 WAY IN TOP/BOTTOM, BELOW EDGE FOOTING z g a FOOTING SEE DETAILS - o p7 4,11 �o TYPICAL WALL SECTION s n S-2 SCALE: 3/4" = V-0" `O ILL. 1 SCALE: 3/4" = V-0" (1) #5 BARS CONT. X X___t- 'v 6" 4 TYP. THICKENED EDGE S_2 SCALE:1" 1'-0" 5" STRUCTURAL CONCRETE SLAB, 3,000 P.S.I. MIN. WITH (1) #5 BARS TROWEL SMOOTH FINISH CONT. 3" MIN. REINFORCED WITH #4 BARS COVER @ 12" O.C. E/W W/ 6 MIL VAPOR BARRIER —� SCALE: 1":- V-0" 4" DIA. GALV. STEEL PIPE, FILLED W/CONC. TO A DOMED TOP & PAINTED TRAFFIC SAFETY YELLOW —� 8" MIN. FROM BUILDING OR EQUIPMENT 8 9 �,. CONC. SLAB : 8" X 8" X 1/2' THICK STEEL PLATE SECURED W/ (4) 5/8" ,- DIA. BOLTS, EPDXY ' SET 6' INTO CONC. i II II LA Li s CONC. BOLLARD DETAIL S-2 SCALE: 1" == V-0" 4 S-2 BEAM SCHEDULE MARK TOP ELEVATION SIZE REINFORCING SPACING WIDTH X DEPTH BOT. MID. TOP BB16 SEE ARCH. CASTCRETE OR EQUAL 1 #5 1 #7 #5 CORNER BARS LINTEL 8F16 1T/1B 1. EE = EACH END BAL. - BALANCE 2, TYPICAL TIE BEAM IS (2) COURSES OF 8"X16" U-BLOCK. U-BLOCK WITH (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE. 3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE. 4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALL LINTELS) BB16 BB16 /4 S-2 36" W X 36" L X 18" THICK 36" W X 36" L X 18" THICK 36" W X 36" L X 18" THICK CONC. FOOTING W/ (3) CONC. FOOTING W/ (3) CONC. FOOTING W/ (3) #5 BARS EA. WAY IN #5 BARS EA. WAY IN #5 BARS EA. WAY IN I ml BOTTOM, BELOW EDGE BOTTOM, BELOW EDGE BOTTOM, BELOW EDGE FOOTING FOOTING FOOTING . Im ■ ■ BB16 ................ �. 4" THICK CONCRETE FLOOR SLAB 3,000 P.S.I. o� ~..,.: +37/-41�F SF MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.41W1.4 W.W. ( \ A9A MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL 0■ 0 � S-2 ■ 1 s-2 ■ ■ ■ BB16 ■ ■ m I 0 +35/-43 PSF 0 ■ L o � m I co m ■ I co LLO ...... ■ m I I ■ ■E BB16 ■ ■ m M +36/-45 PSF + ■o L - — - — - — - — - — - - — - — - — - — - —J ■ ........ © © I 3 I ct) 0- m (1)■€ M m 0 5" STRUCTURAL CONCRETE SLAB, I I 3,000 P.S.I. MIN. WITH TROWEL ■ € i SMOOTH FINISH REINFORCED WITH w ....._... I I I #4 BARSV 12" BARRIER W/ 6 MIL �I co! NOTE: NO SLAB SPANS OVER 20' PER m I S 2 I ( SOIL REPORT / ADD PRESSURE I ■ + ( GROUT AT i' TERSECTION OF GRADE BEAMS AS SHOWN ■ ........ _..... _I ( I I E 00, LL "t mI — d cD co NOTE: 0 PRESSURE GROUTING NOTE: SEE ARCHITECTURAL PLANS FOR I I @ EA CORNER, EA. COLUMN & ALL DIMENSIONS. 5'-0" O.C. MAX. @ PERIMETER E ■ , NOTE: ■ PROVIDE VERTICAL #5 BAR AT ALL CORNERS, EA. SIDE OF WINDOWS �, ■ & DOORS & @ 4' O.C. MAX. ■ S-2 ■ 2 LL ■.. 17 U) ..m. I S 2 I I I I a m co co co CDco co ■ ------ ....... ............... . ■ ' i 2 ■ � - - i � S-2 cn m4Vl I I w ■ . <n co d I I I ! co � m ■ i 4" THICK CONCRETE EQUIPMENT I I 5" STRUCTURAL CONCRETE SLAB, I o €€ co SLABS, 3,000 P.S.I. MIN. WITH ? 3,000 P.S.I. MIN. WITH TROWEL + I BROOM FINISH REINFORCED WITH I I I ' SMOOTH FINISH REINFORCED WITH 6" X 6" - W1 A/W1.4 W.W. MESH OR s #4 BARS @ 12" O.C. ENV W/ 6 MIL ■ j FIBER MESH ON COMPACTED I VAPOR BARRIER TREATED SOIL (TYP. FOR EQUIP. I I 5" STRUCTURAL CONCRETE SLAB, i ■ 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH #4 BARS @ 12" O.C. ENV W/ 6 Ni L I I VAPOR BARRIER 3 ■ 3 I S-2 4 w +38/ 41 PSF n. ; Mm-----1 I- -1 — r------�� Q. o l co cn 8 (. I BB16 ME NJ r4% +33/-40 PSF v 1 9 ■ 3 I S-2 I ■ S-2 4" THICK CONCRETE FLOOR SLAB, 1 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.41W1 A W.W. MESH OR FIBER +37/ 48 PSF STRUCTURAL FOUNDATION PLAN MESH COMPAL VAPOR CTED REATEIER DSOI" cl,"_.__._._.N... BB16 Q� ■ SCALE: 1/4" = V-0" 4 S-2 I.. MI N W 6- ��// N O ®� ��eZ11 L ob p h la . - eLp F � z N UJ N Q N 0 UJ H cn W Lu L aaa w w TZ U) Qw w Cn O U -iL-6-6 O �— LU 06 m w °� Q c U) Z 0 c i c O Uo � N� w co CU- ! m 0 III LLI J u w IZ O p Z�� Ua _o Q N O Z ILL 0 Lu O LL. E --I Oz WU = coN ai z a U� F-U) o� PROJ. NO. 21-2240 DATE 07/30/2021 SHEET NO. S-2 SHEET 2 OF 3 CL O 77 77 Lo W N N O N Lo N 1n Fla, O) N 0 X C N 0) O d' N CV N .L 0 C J N f O O N N N N O N O O_ O n 0 Q U C N U O 0 C O E O U U) (>3 �U O U) Q O U) i C O U) i L N U) Lij n PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. 2" X 4" RATRUN FOR DIAGONAL BRACING @ 4' O.C. NAILED TO EACH TRUSS W/ (2) 16d NAILS @ EACH (TOP & BOTTOM) (2) 2" X 8" DIAGONAL X-BRACING @ 4' O.0 NAILED TO EACH TRUSS W/ (2) #16 WOOD SCREWS OR 16d NAILS EACH X 4 LEDGER ATTACHED W/ 1/4" X " EMBED. TAPCON @ 24" O.C. MAX ! X 4 FASTENED TO 2 X 4 LEDGER )SING (3) 8d NAILS TOE NAILED (2 )N 1 SIDE 1 ON THE OPPOSITE) ! X 4 BLOCKING/ SOFFIT BAILER @ 24" O.C. X 4 ATTACHED TO TRUSS TAIL NITH 8d (3) 8d NAILS MIN. SPACED EVENLY •- 4" O.C.) ✓ENTED SOFFIT SOFFIT ATTACHMENT 0 CMU WALL SCALE: 1" = V-0" S-3 *NOTE: ONLY IF LEVEL RETURN SOFFIT IS NOT USED* 2X P.T. BUCK CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO POLYURETHANE SEALANT (BY CONTRACTOR) CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO 2X P.T. BUCK MASONRY SILL TRUSS CONNECTION SCHEDULE UPLIFT MAX. UPLIFT HARDWARE CONNECTION NOTES FASTENER SPECIFICATION 1052 '1810 HETA16 COMMON TRUSS TO C.M.U. WALL (U.N.O.) (9) 10d X 1 1/2" NAILS 2147 2235 HHETA16 HIP GIRDER TRUSS TO C.M.0 WALL (U.N.O.) (10) 10d X 1 1/2" NAILS 462 1000 MTS12 COMMON TRUSS TO WOOD (14) 10d X 1 1/2" NAILS 2964 3965 MGT HEAVY GIRDER TRUSS TO C.M.0 WALL (U.N.O.) (1)AL/LL1 THREAD & (22)10D AI SS NOTE: 1. ALL TRUSS CONNECTORS ARE SIMPSON STRONG -TIE Z-MAX. (WHERE AVAILABLE) (TYP.) INSTALLED WITH MAXIMUM NAILS, SCREWS, BOLTS AS PER MANUFACTURERS SPECIFICATIONS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER (INCLUDING PIGGYBACK STRAPPING/TIE-IN). 10d RINGSHANK NAILS @ 4" O.C. (2) 16d NAILS @ EA. LADDER SETBACK TRUSS 2 X 4 LADDER @ 24" O.C. ATTACHED @ BOTH ENDS WITH (2) 16d NAILS EACH END 5/8" CDX SHEATHING OVER GABLE END TRUSS ATTACHED W/ 10d RING -SHANK NAILS @ 4" O.C. @ THE EDGES & 8" O.C. IN THE FIELD (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT AIRIWATER DAM @ SHIM GAP (BY CONTRACTOR) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) NOTES: • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT COMPOUND" OR EQUAL • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL • INTERIOR AIRIWATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 83A" SILICONIZED ACRYLIC LATEX BY TREMCO OR EQUAL WINDOW WATERPROOFING DETAIL SCALE: 1" = V-0" VOLUME (CUBIC FEET) A/C BUILDING VOLUME 12,314 ROOF AREA = 3.646 S.F. 1/300 OF AREA OF ROOF (ATTIC SPACE) EXCEPT. #2 *12.15 SQUARE FEET (5.92 SQ IN./LIN. FT) OF VENTILATION REQUIRED PER FBCR SECTION 806.2 EXCEPTION #2 W/ (40%) 4.85 SQ FT. COMING FROM UPPER VENTILATORS* ACHIEVED W/ "PLYGEM" TRIPLE 4 VINYL (FULL VENT / 5.87 SQ. INJLINEAL FOOT) AROUND ENTIRE PERIMETER = 12.0 SQ. FT. (5) 2' X 3"LAMANCO" 770-D OFF -RIDGE VENT = 4.85 SQ. FT. REQ. 12.15 SQ. FT. < 16.85 SQ. FT. PROVIDED ATTACH SHEATHING @ 4" (1) 2 X 4/6 #2 SYP. TOP O.C. FIRST 3 TRUSSES PLATE ATTACHED T16O EA. TRUSS USING d 1/2" GYP. BD NAILS DRYWALL @ CEILING WIRE LATH & STUCCO ON 5/8" CDX ATTACHED W/ 10d X 1-1/2" NAILS @ 4" O.C. @ THE SEAMS & 8" O.C. IN THE FIELD @ GABLE ENDS NON -LOAD BEARING FRAMED WALL PERPENDICULAR 2X ATTACHED TO VERT. TRUSS MEMBER W/ 12d OO NAILS @ 8" O.C. @ DIAGONAL BRACING 2 X 4/6 FIRE BLOCKING 2X BLOCKING TO EACH TRUSS W/ (2) - 16d NAILS ,moo EXTEND BACK 8' HHETA20 STRAP FROM 2 X 4/6 WOOD STUD EACH TRUSS TO CMU WALL @ 16" O.C. BEAM W/ (10) 10d X 1-1/2" NAILS OR (9) 16d NAILS @ EACH END & Z O.C. (1) P.T. 2 X 4/6 SYP. THROUGHOUT BOTTOM PLATE W/ 8d CASE HARDENED NAILS @ 18" O.C. 1/2" GYP. BD. DRYWALL EA. SIDE OF WALL CONCRETE SLAB/FLOOR FRAMING INTERIOR NON -LOAD BEARING WALL SCALE: 3/4" = V-0" SIMPSON H2.5A ATTACHED W/ (10) 8d NAILS @ EA. (5 EA. SIDE) ASPHALT SHINGLES OVER #15 FELT OVER 5/8" CDX SHEATHING ALUM. DRIP EDGE OVER V X 6" CEDAR FASCIA OVER 2" X 4" SUB FASCIA ATTACHED TO TRUSSES W/ (2) 16d NAILS EA. TRUSS CONT. 2 X 4 SYP OR BETTER SOFFIT ATTACHED W/ (1) 1X" ALUM ROOFING NAIL @ SEAMS 2 X 4 LADDER SOFFIT CARRIED BACK TO SET -BACK TRUSS 2 "LADDEREU' 5U1-t-i I UE I AIL S-3 SCALE: 1" = V-0" 2X P.T. BUCK CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO POLYURETHANE SEALANT (BY CONTRACTOR) POLYURETHANE SEALANT (BY CONTRACTOR) EXTERIOR SILL NOSING FINISH MATERIAL, PITCH SILL AWAY FROM DOOR CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT AIR/WATER DAM @ SHIM GAP (BY CONTRACTOR) FINISH FLOOR SLAB RECESS CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) NOTES: • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT COMPOUND" OR EQUAL • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL • INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834SILICONIZED ACRYLIC LATEX BY TREMCO OR EQUAL • CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND RESULTING BEAM HEIGHTS • ALL EXTERIOR DOORS MUST BE SET IN A RECESS. VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT EI EVATIONS PRIOR TO POURING SLAB DOOR WATERPROOFING DETAIL SCALE: 1" = V-0" I I ETA1 I IIZ II II II II II II II II I II I II II II _ �-- — — — — — — —•— — — -— — — --- — — — — — — —•— — — — - — — --- — — — — — — —� MGTI 770-D MGT VEIT Q Lu I I \ — I I I I I I I I I I z �PRE-ENGINEERED ROOF TRUSSES 24" O.C. MAX = _ _ I I I I I 6> I I I I — — — — — I I I I I j I _ I I I I ( I I I I i I I I I I I � —_t___ /-- -- ---—]— I < . ..... 20 MIN. RATED ATTIC ACCESS VERIFY W/ TRUSS MANUF. I I i 4 I I I I I�ETA1 HETA1 HE Al Co Q .I � I •I �T T Y i II II II I II II I I _ II II III II II - I i co O : �O - — (.0 O.H. ~ o _ _AND -AL= — w Q EACH EN -0': 0 — HETA16 = zLu _ O.H. STRUCTURAL ROOF FRAMING PLAN w SCALE: 1 /4" = V-0" Q FT 0 mo 2 X 4 RAT RUN LATERAL BRACING @ 2' O.C. FROM THE WALL & 4' O.C. THROUGHOUT ATTACHED TO EACH TRUSS WITH (2) 16d NAILS @ EACH U O 0 'v co O 2 w 2 a HETA1 0 U c.0 N � co �co U ® U U- ICU a� U N m N O 2 a)�> 0i w E 00 M U Q U o N O s � co N � N N LLI H Z U) Ow N b0'f a°••� co N q pp p 4 0' � ri �•. 8 a 02 c goC0 yu.w o a 0 N m aGi C 2 b s6 a z N N W N C) N O co Ly- Ln w — w aaa LLl W TZ a W N CO m U W O a U) O O ON Uo 0 co O J W J_ Q W p 06 m w Y c> W L) N 0 LL U- _ Oj 0Z ;� U� � 0 W=m �U) J H z o J �— PROJ. NO. 21-2240 DATE 07/30/2021 SHEET NO. S-3 3 OF 3 SHEET M ..O-_9 x ..o- c (1►1 ..C?- 9 x ..ea- tr ..9-1 x _D-_E nY',rsYs Alun©,) alDn l 'IS 1�U AON T /W v CL �WW `W / O Y oC U a w = Q U u Lw u ww i O T '- a o ..�LU N T T J W U H cl) p E O U N M N E J r O J (V Op M LO T C N co N � CO N h o0 P, h 00 1- o 'O Z -� O J cU z O g O U cn U ,y�a)0) c m N co O Q E L Lo V- O U CD U N .Cl) (1) Ir C) d' O > :3 ce) X N N T W ♦♦A� 0 VJ LL c cz M 0