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467 Rocky Grove Ln 18-3184 (a)GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO M.C.R. - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SITES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: ' THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION LO 8 H B T 2 T ORN ROOKE 40 EXTERIOR WALL ENVELOPE: t BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FBC: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION INCLUDING BUT ANASTASIA- 0 GARA NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 MCH (11.1 mm) GYP5111 BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH GE RIG HT HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/1 INCH (11.1 mm) GYPSUM BOARD OR EQUIVALENT N ACCORDANCE WITH FB.CR - 6TH EDITION (2011) 83026 AND TABLE R3026. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235. ELEVATION TRADITI.ONAL C EXTERIOR FINISHES: e INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) R103.0 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 10 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/6 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.CR - 6TH EDITION (2011) 810312 AND ASTM C 926. PER FB.CR 6T14 EDITION (2011) R103.11J WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE LOR MORRISON TAY PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.CR 6TH EDITION (2011) R10313 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER FBLR 6TH EDITION (2011) 8103.15 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1634% (1A41 THRU 1.11,4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAN 100 SF. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 U2 TO L A CONTROL JOINT SHALL BE THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OYER 2x6 SUB -FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC WATER HEATER, 42" UPPER CABINETS, CONCRETE DRIVEWAY AND LEAD WALK, ACRYLIC ENTRY, ACRYLIC LANAI. RECORD COPY REVIEWED FOR COBE COMPLIANCE PLANS EXAMINER DATE ANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL. 41 -TER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMP IN CTION TEST ,,� � )UIRED ,g&-swo be Veryied u: Siab Inspection �,"-DWS SANF'ORD , #18-31,84 06-29-18 CREATED LOT SPECIFIC PLAN FOR LOT 82 IN THOR45ROOKE 40s, ELEVATION TRADITIONAL - C11, GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: 8'-0" H. INTERIOR DOOR UPGRADE, INTERIOR DOUBLE DIVIDED -LITE FRENCH DOORS AT STUDY, BLOCKING FOR T.V. AT GATHERING ROOM AND LOFT, PAVERS DRIVEWAY, LEAD WALK, PORCH, ALTERNATE STUDY, RADIANT BARRIER, VENT HOOD/ MICROWAVE TO EXTERIOR, PRE -PLUMB FOR WATER SOFTENER LOOP, PRE -PLUMB FOR L.T. AT GARAGE, SHOWER I.L.O. TUB AT BATH 3, MEDICINE CABINET WITH BEVELED EDGE AT ALL BATHS, ADDITIONAL SINK AT BATH 3, STAIR RAILING, FRONT DOOR GLASS INSERT, INJECTION MASONRY FOAM INSULATION, (5) PRE -WIRE FOR CEILING FAN W/ SWITCH, AND (2) DOUBLE BULB FLOOD LIGHTS W/ MOTION AND SWITCH. SQUARE FOOTAGE CALCULATIONS ELEVATION "TR -A"' MAIN FLOOR LIVING S.F. 1467 UPPER FLOOR LIVING S.F. 1115 TOTAL LMNG S.F. 2582 DRAWING INDEX GARAGE S.F. 455 PORCH S.F. 71 LANAI S.F. 139 TOTAL UNDER ROOF S.F. 3247 /� FOUNDATION PLAN WINDOW INSTALLATION: L WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE TOTAL WIDTH 30'-0" TOTAL LENGTH 75'-0" -MAIN FLOOR PLAN DIMENSIONS DWELLING / GARAGE OPENINGS: - TIED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANIFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM N WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 • EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG.2582 t ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CON5TRUCTIOL ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT 711.E • GENERAL NOTES TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE REVISION LOG CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 2-31-2011 Ilk (�pI / • b INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. �•�% 0ico x w EGRESS: 150 STATE STREET EAST OLDSMMt. RDRMA 34677 813.925.1300 TEL 813.925.1800 FAX V VW.DAVISBEW5.00M T.AA4PA • DENVER --�—� FST. 1994. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM DRAWING INDEX FLASHING: 0 Jc`iI�W L FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO COV- - GENE RAL NOTES, INDEX, SPECIFICATIONS THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 18103.4. 1 1 /� FOUNDATION PLAN WINDOW INSTALLATION: L WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 2A1 - - -MAIN FLOOR PLAN NOTES MANUFACTURER FOR EACH WINDOW. 2. IF STRUCTURE 15 IN A WIND -BORE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE METHOD IS TO BE USED. 2A2 -MAIN FLOOR PLAN DIMENSIONS DWELLING / GARAGE OPENINGS: - 2 B 1 - UPPER FLOOR -PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE ISLJ OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK OR 20 MINUTE FIRE RATED DOORS. _ 2 B 2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. F FLOOD PORTS ARE REQUIRED N GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY. 3 -ELEVATIONS ROOF PLAN , , BUILDING S E CTI O N ASPHALT SHINGLES (IF APPLICABLE): L WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 890526 AND 8905261 F L 1 - FLASHING DETAILS 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 2 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 2 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR F L2 - FLASHING DETAILS TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW51L FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 11 UNITS HORIZONTAL (4:12) AND GREATER ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 616115 REQUIRED IN ACCORDANCE WITH SECTION R9051L 4A - MAIN FLOOR ELECTRICAL PLAN CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR. - 6114 EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS, OR 4B - UPPER FLOOR ELECTRICAL PLAN RECOMMENDATIONS OF FR5A/tRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FFTH EDITION WHERE THE VAw15 DETERMINED IN ACCORDANCE WITH SECTION 8301213 OR THE RECOMMENDATIONS OF RAS Ila, in OR 20. REQUIRED UNDERLAYMENT PER FB.CR - 6TH EDITION (20171) RW533 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM p 2626, TYPE 11; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED TR - TRUSS STRAPPING ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vo IS DETERMINED N ACCORDANCE WITH SECTION 8301213 OR THE RECOMMENDATIONS OF RAS 116,119 OR 110. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): E N1 STRU CTU RAL NOTES WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT RS 10'-0" AWAY OR CLOSER S1 - STRUCTURAL DETAILS ruB-HND SHOWER AREAS: S2 — STRUCTURAL DETAILS CEMENT, FIBER -CEMENT, OR GLA65 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C288, C1325, OR CI118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL 111E IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. S3-STRUCTURAL DETAILS TERMITE PROTECTION: L PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRAPE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. F SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO S4 - STRUCTURAL DETAILS ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT S5-STRUCTURAL DETAILS (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. CRITTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. TD - TRIM DETAILS MECHANICAL AND HVAC. L ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FU%15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR SD — STAIR TRIM DETAILS PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS 5EPARA7ING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 1126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFOIRM TO THE MANIFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE N THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAUST FANS AND VENTING: L OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 15 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1514 mm) FOR EACH W DEGREE (I6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005MR FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION THE MAXIMUM LENGTH CF THE EXHAUST DUCT INCLUDING ANY TRANSITION DUCT SHALL BE PERMI TIED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANIFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM N WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 • EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG.2582 t ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CON5TRUCTIOL ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT 711.E • GENERAL NOTES TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE REVISION LOG CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 2-31-2011 Ilk (�pI / • b rw �•�% 0ico x w •o= •_� 150 STATE STREET EAST OLDSMMt. RDRMA 34677 813.925.1300 TEL 813.925.1800 FAX V VW.DAVISBEW5.00M T.AA4PA • DENVER --�—� FST. 1994. � �°°N 0 0 Jc`iI�W , L > > J L. L (9 °Cc 00 of C00 3�E id cm J * m `o - T0^ z N G It TIED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANIFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM N WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 • EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG.2582 t ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CON5TRUCTIOL ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT 711.E • GENERAL NOTES TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE REVISION LOG CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 2-31-2011 Ilk (�pI / • b rw �•�% 0ico DAVIS BEWS DESIGN GROVP •o= •_� 150 STATE STREET EAST OLDSMMt. RDRMA 34677 813.925.1300 TEL 813.925.1800 FAX V VW.DAVISBEW5.00M T.AA4PA • DENVER --�—� FST. 1994. TIED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANIFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM N WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 • EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG.2582 t ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CON5TRUCTIOL ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT 711.E • GENERAL NOTES TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE REVISION LOG CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 2-31-2011 Ilk (�pI / • I b rw �•�% 0ico :z •o= •_� _Y;� 0 I NINE 4" 4'-10" 3'-6° 4'-4" 44" 4'-4" 2 -STORY I -STORY FOOTING FOOTING 34 p I l n i - INDICATES 1-15 VERT. REBAR IN MASONRY CELL FILLED SOLID W/ CONCRETE. VERT. REINF. SHALL BE HOOKED INTO BEAM ABOVE t FTG. BELOW PROVIDE 15" MSL LAP WHERE SPLICED AND WIRE TOGETHER 3'-6'0-6" A/C PAD (SEE MECH. CONTRACTOR FOR LOC) 4'-4" - 41-0" 4'-8" ELEVATION 'AIR HANDLER LS" CMU. (-) 0'-31/2' LINES FROM WALL ABV. UPPER FLOOR Y-8' 4'-2" 2'-4" I, 3'-b" 3'-b" 3'-10" 52'-4' PITCH I/8" / FT. ti > Lu Lu 4n =r 7. ■ INDICATES 115 150 STATE SrR.EEr EAST OLDSMMIL, F1.OROA 34677 813.925.1300 -III. 813. 925. 1800 FAX W W W.DAW%E MCAM TAMPA • DENVER ■ ' ■ ■ ■ ■ ■ ■ 8" CMI . WALL ABV. ■ ■ ■ ■ ■ ■ ■ C.) GARAGE RIGHT °^ L 0,5cb Y/ j 1=3 L >>JN _ - L L °��. 00 :2 8" 8" � `�. �" 5ID GAL. "i 1-5TORY FOOTING (TYP.) � Y c s 41. cm 6 0 ■ I �r 16° Wxlb" DEEP FTG I 1 �' W/ 2 -'5 CONT. J I a WH. ABV. i 20" H. x Ib" W. CONC. MONO -FTG. W/ 7 - 5 CONT. REBARS PROVIDE G.C. VERIFY ACRYLIC II 'm PRE -PLUMB FOR i ON LANAI r I �Iv,� J I IU `' J e 15' MIN. LAP WHERE SPLICED AND WATER SOFTENER 1 WIRE TOGETHER BOTC. OF FTG. 1 51 LOOP AND DRAIN 1 SHALL SHALL BE 12" MIN. BELOW GRADE 6' 8R v e I .r - e I v _ ELEVATION AT ID' -0" (ASSUMED) ril j IIS OF REF. I a -LL, I 35' THICK, 2500 OR 3000 P.S.I. CONCRETE SLAB ON GRADE W/ I - �u ca Ib" Wxlb" DEEP FTG. 3'-b" SLAB 1 i I AA 3 PITCH 05 CJ. n I/8 / R. � bxb W.4xWl.4 MESH OR FIBER � _ W/ 1- CONT. _ ----- ------___-- -_--' __________________CJ. _ ----- J � tv ( MESH OVER 6 MIL. VAPOR e PROVIDE WATER �,. �� PITCH 1 8"x8" FTG. W/ 1- 5 S BARRIER ON CLEAN, WELL - LINE FOR ICE MAKER / r0 DRAIN 1 H CONT. ITYP. AT LANAU I COMPACTED, TERMITE TREATED, GRANULAR FILL / �� `r1 ■ GAO q 0 1 1 w 4'-4" 5'-4" +_ w ; 1 _ 1 0 NOTE: \ J ■ ■ ■77117777- L�� u; ALL SLAB ANGLES i ARE AT 45' lUNA1 51 r- i '�• � I 11 c e «, i I 21'-b° L2' -b" F1'-3" u, ■ e nr-3 m I6° W -X12" DEEP FTG. B W/ 2 -'5 CONT. SI / F 1 II_3n F'RE-PLUM$ 1 FOR LT. j 1'-5" Z -STORY FOOTING (TYR) - - = _ °° �n -'1 u 1 20" H. x 20" W. CONC. MONO -FTG. � / 31_81\ /A / 51_2B 5'-8" 4' -ID° 4'-4" � 7 1 W/ 3 - "5 CONT. REBARS PROVIDE ( I ` � F� AIR HANDLER LINES FROM 16" Wxlb' DEEP FTG. NL _ 1 15" MIN. LAP WHERE SPLICED AND WIRE TOGETHER � ( (_ T UPPER FLOOR W/ 2 -'5 CONT. ■ "' ■ ■ ■ ■ BOTT. OF FTG. `r 8" THICKENED EDGE I I m 9'-I' 141-4" e SHALL BE 12" M(rl BELOW GRADE FOR SHOWER RECESS ( I / e I -STORY CLOF 2xb WALL _ W/ I N0.5 BAR CONT. ( I `� 3/4° RECESS FOR ENTRY DR,- R I FOOTING 10 -Il 1 n I " 1 R LAV. 1-1 I -8 3 --to ( LAV. I n I R 41-5N 3'-1" 1'`� -- !'(► Y - 8"x8" FTG. W/ I 05 CONT. (TYP. AT ENTRY) TILE - ■ 5'-4" 131-811 a -) r- - - - -� I — 54 R 3/4" CONDENSATION A 4 P.VG. SHOWER "` "' SEAT RECESS ABV. 21.0n 31.88 19'-0" «, P VERS DRAIN / \ u, 6, _ . — BY PLUMBER _ _ _ LAV J \ 51"bn �I ILS DDRRt'ER I I WASHER I LAv 7t8" CMU. WALL A$V. ■ ■ U- -i - ■ ■ To ■ ■ - - 1 LIR I I I 1 I 3'-6'0-6" A/C PAD (SEE MECH. CONTRACTOR FOR LOC) 4'-4" - 41-0" 4'-8" ELEVATION 'AIR HANDLER LS" CMU. (-) 0'-31/2' LINES FROM WALL ABV. UPPER FLOOR Y-8' 4'-2" 2'-4" I, 3'-b" 3'-b" 3'-10" 52'-4' PITCH I/8" / FT. ti > Lu Lu 4n 9 13'-8" PAVER DRIVE / LEAD WALK ``�,1►11111/��' =`1:w 1111 G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE - TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RWLES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ELEVATION (-) 014" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NAVD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: F1 12" DEEP x3b"66" CONC. FOOTING W/ (4) S BARS EACH WAY. G12' DEEP 44"44'CMC. FOOTING W/ (3)15 BARS EACH WAY. 1=3 20" DEEP 60"00" CONC. FOOTING W/ (3)15 BARS EACH WAY 7. ■ INDICATES 115 150 STATE SrR.EEr EAST OLDSMMIL, F1.OROA 34677 813.925.1300 -III. 813. 925. 1800 FAX W W W.DAW%E MCAM TAMPA • DENVER L; 9 13'-8" PAVER DRIVE / LEAD WALK ``�,1►11111/��' =`1:w 1111 G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE - TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RWLES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ELEVATION (-) 014" INDICATED ON THIS PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTABLISHED NAVD. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION AS REQUIRED BY FEMA TO OMIT HYDROSTATIC VENT REQUIREMENT. PLEASE REFER TO SITE PLAN SUBMITTED FOR DEVELOPMENT ORDER APPROVAL AND INDIVIDUAL LOT PLANS TO DETERMINE SPECIFIC REQUIREMENT FOR EACH USE OF THIS PLAN. ALL GARAGE FLOOR ELEVATIONS WILL MEET OR EXCEED THE MINIMUM REQUIRED FINISH FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DESIGNATION AS SPECIFIED BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOOTING LEGEND: F1 12" DEEP x3b"66" CONC. FOOTING W/ (4) S BARS EACH WAY. G12' DEEP 44"44'CMC. FOOTING W/ (3)15 BARS EACH WAY. 1=3 20" DEEP 60"00" CONC. FOOTING W/ (3)15 BARS EACH WAY • JOB NUMBER B-1814132 CAD FILE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 x ca w ■ INDICATES 115 150 STATE SrR.EEr EAST OLDSMMIL, F1.OROA 34677 813.925.1300 -III. 813. 925. 1800 FAX W W W.DAW%E MCAM TAMPA • DENVER L; to Uo tQo .FOUNDATION .PLAN 0j C.) GARAGE RIGHT L 0,5cb Y/ L >>JN L L °��. 00 :2 8 � co Y c s 41. cm 6 0 oj41 ZNIt • JOB NUMBER B-1814132 CAD FILE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 ''I, C -D n :11 Cli VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE - PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY _ z V) 0 cD Fmomi C:) tin 0 O 0 N J 00 >Omm 1�- <C:) 12" DEEP x30"60" CONC. FOOTING W/ (3)15 BARS EACH • WAY.2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM ' SOIL BEARING CAPACITY OF 2000-PSF (R401.4. I FBCR). 2L I DAVIS BEWS DESIGN GROVP ■ INDICATES 115 150 STATE SrR.EEr EAST OLDSMMIL, F1.OROA 34677 813.925.1300 -III. 813. 925. 1800 FAX W W W.DAW%E MCAM TAMPA • DENVER -=;i EST 1994 ezz---- ''I, C -D n :11 Cli VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE - PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY _ z V) 0 cD Fmomi C:) tin 0 O 0 N J 00 >Omm 1�- <C:) 12" DEEP x30"60" CONC. FOOTING W/ (3)15 BARS EACH • WAY.2582 THE FOUNDATION SYSTEM HAS BEEN DESIGNED USING A MINIMUM ' SOIL BEARING CAPACITY OF 2000-PSF (R401.4. I FBCR). ■ INDICATES 115 INDICATES 215 .FOUNDATION .PLAN SCALE: 1/4" = I'-0" GARAGE RIGHT VARIES (SEE PLAN) n �B ( ORANGE PEEL (OR SKIP TROWEL) TYPICAL MASONRY WALL TEXTURE. INTERIOR (COLOR 5 o WINDOW SCHEDULE A B OB KNOCK DO% (OR SKIP TROWEL) WINDOW WIDTHS !k 8" COMMON BLOCK COURSE OVER 8" WHITE FLAT LATEX CEILING: PAINT - 20" 1 - 211 3111 53'1 8" PRE-ENGINEERED CONCRETE LINTEL "5 SEMIGLOSS WINDOW CALL -OUTS BASE - 8" LINTELS SHALL BE FILLED, BELOW 8" K0. BLOCK FILLED AND REINFORCED W/(1) 15 BAR 2611 12 5N 1/2 32 5H 22 5H 32 SH 1/16' OSJ3. CONNECTORS AT BASE. O5 - PROVIDE (3) 2x6 STUDS W/ (1) SIMPSON HTT4 = 39" 13 5H 1/2 33 5H 23 5H 33 5H 1/2' DRYWALL J TOP 0 51" 14 5H 1/2 34 5H 24 514 34 5H AT VOLUME CEILING HATCHING INDICATES DOUBLE 63" 0 15 5H 1/2 35 5H 25 5H 35 5H PZ 4-0z Z_ 72" 16 SN 1/2 36 5W 26 5N 36 5H C.G. VERIFY MASONRY OPENINGS FOR ALL WINDOWS, w WINDOW SIZES AND INSTALLATION MAY VARY PER 0 MANUFACTURER AND SPECIFICATIONS. 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE HUNG -514, CASEMENT- C5MT, OR FIXED GLA55- F.C.) VARIES (SEE PLAN) n �B ( ORANGE PEEL (OR SKIP TROWEL) AIR SWITCH WALL TEXTURE. INTERIOR (COLOR 5 o PER CSS) FLAT LATEX A B OB KNOCK DO% (OR SKIP TROWEL) - 8" K0. BLOCK FILLED W10) 05 BAR CONT. OVER CEILING: TEXTURE - INTERIOR TM 8" COMMON BLOCK COURSE OVER 8" WHITE FLAT LATEX CEILING: PAINT OC INTERIOR TRIM PAINT TO BE GROUTED SOLID. SMOOTH FINISH TM WHITE LATEX 8" PRE-ENGINEERED CONCRETE LINTEL "5 SEMIGLOSS nTRAY CEILING SECTION BASE - 8" LINTELS SHALL BE FILLED, BELOW 8" K0. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F15LR - 6TH EDITION (1011). BOTT. OF LINTEL AT 84" A.F.F. VYLAKM r ----i r---, 3'-0"x3-0" A/C LL 3'-0"x3-0" A/C I� (TRACT R I ICONNT(RAACTOOR I IFOR Loc) I IFOR Loc) L ---J L ---J STAIR NOTES SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: (THE FOLLOWING SHALL APPLY UNA) • ALL STRINGERS TO BE 2-2x11'1 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. • - STRINGERS RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/CONC. WITH 1/4" DIA x 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MASJCONC.). •• AT WOOD WITH (4) OJ31 x 3 UI" NAILS AT EA STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN NIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS •. ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT •• AT CONC). ATTACH FOOT To FLOOR: AT CONC. W/ 114" DIA x 3" TAPCONS AT Fl" O.C. •• AT WOOD ATTACH W/ 0.131 x 31/1" NAILS AT 8" O.C. TO TRJSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131 x 31/2" TOENAILS EA • LANDINGS SHALL BE BUILT AS FOLLOWS: - - - - - - •• JOISTS TO BE 2x8'2 SYP, MIN. AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 1x12 I1 SYP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 1X8 END JOIST WITH (3) 0.131 x 31/1" R.S. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 31/2" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x 31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX ••• V4" x 3" TAPCONS AT 8" O.C. STAGGERED AT MASONRY/CONCR,ETE ATTACHMENT. of ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. SCALE: 1/111 = 11-0" OPT. vi �. 1 LA11 RLAVLI� 9 -4" SKIM AS AIR SWITCH REM). FOR DISP. CLO. INSULATION 1' IA - 8" K0. BLOCK FILLED W10) 05 BAR CONT. OVER CASING 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL WKI) 05 BAR 2x STUDS (PER GROUTED SOLID. STD. 8" PRE-ENGINEERED CONCRETE LINTEL "5 PLAN) _ FILLED W/() BAR BASE - 8" LINTELS SHALL BE FILLED, BELOW 8" K0. BLOCK FILLED AND REINFORCED W/(1) 15 BAR CABINET - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 1/16' OSJ3. CONNECTORS AT BASE. O5 - PROVIDE (3) 2x6 STUDS W/ (1) SIMPSON HTT4 BACKING CONNECTORS AT BASE. © 1/2' DRYWALL CALI. TOP SCALE: UL" -- 1'-0" NOTE: AT VOLUME CEILING HATCHING INDICATES DOUBLE TEMP. GL. ENCL. AIR HANDLER DRYER HD. AT V-0" V HD. AT 8'-0" AT 8'-0" AFF. ON 42' N. LOW WALL LINES FROM DIRECT VENT HANSEN BOX UPPER FLOOR TWRJ EXT. WALL BELOW PRECAST LINE OF DRYSTACK LINTEL LEDGESTONE 42" H. I I L RAILING 36" H. CONTNU4'U5 GRASPABLE 3/4" PLYWD. RAILING DECKING: LINE OF 6'-8" MIN. FLOOR SYSTEM HEAD CLEARANCE FLOOR SYSTEM lima III I r BEAM Q BEAM 1x STRINGERS 011 36" H RAILING u STORAGE 1" NOSING UNDER (Trp) STAIRS � 2x TREADS AND Ix RISERS (TYP)11 J s n * * * * * * * T1 TREADS AT 1020" EACH ALL GUARDRAILS AND HANDRAILS TO F.COMPLY WITH 6301 AND TABLE 83015 PERSTAIR SECTION PER F.B.C.R. - 6TH EDITION. (20171). SCALE: 114" =1'-0" * * * * STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PASS THROWN. HANDRAILS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE TWE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE N NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SPALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION �c ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE W/ IR INCH GYPSUM BOARD PER FBLR - 6TH EDITION (20171) R302.1 AND R302JI FLAT HEADER AT 84" AFF. LINE OF DRYSTACK LEDGESTONE 71DM. 9'-4" AFF. LINE OF DRYSTACK LEDGESTONE T.OM AFF. i v LINE OF DRYSTACK LEDGESTONE -T W INTERIOR DOORS AT MAIN FLOOR * * * * G.C. VERIFY INJECTION MASONRY FOAM INSULATION G.C. VERIFY RADIANT BARRIER MAIN F=LOOR STRUCTURAL LEGEND 11711 8" K0. BLOCK FILLED W/(11.5 BAR OVER 8" • O - PRE-ENGINEERED CONCRETE LINTEL FILLED WKI) CLO. INSULATION 15 BAR IA - 8" K0. BLOCK FILLED W10) 05 BAR CONT. OVER KNEE WALL 8" COMMON BLOCK COURSE OVER 8" GARAGE FRAME WALLS PRE-ENGINEERED CONCRETE LINTEL WKI) 05 BAR GROUTED SOLID. • O 8" PRE-ENGINEERED CONCRETE LINTEL "5 _ FILLED W/() BAR O3 - 8" LINTELS SHALL BE FILLED, BELOW 8" K0. BLOCK FILLED AND REINFORCED W/(1) 15 BAR ® - PROVIDE (4) 2x4 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. O5 - PROVIDE (3) 2x6 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. © - PROVIDE 2 -PLY 24 NO.2 SYP BEAM W/ 1/2",055 FLITCH PLATE, TIED TO DOUBLE JACK -STUDS AT J � o EACH END WITH (1) SIMPSON LSTA15 STRAP. THE JACK -STUDS, IN TUBI, MUST BE TIED TO THE BOTTOM PLATE WITH (1) SIMPSON W25 CLIPS. STRUCTURAL NOTES • ALL LVL'5 TO BE Fb--2 50 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2x8 01 SYP UN.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA NOTE: CJ. = RECOMMENDED MASONRY CONTROL JOINT. ■ INDICATES 105 INDICATES 1'5 o. ZZ9 .� Q:co Doo Yiz LU— .W p.z= :c: '';fc/ 111 lP HATCHING LEGEND ............ R - Value Chart WALL CONSTRUCTION R -VALUE (MIN) FRAME WALLS (WHERE APPLICABLE) R 13 CLO. INSULATION R 38 MASONRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALLS R 13 MAIN FLOOR PLAN NOTES GARAGE RIGHT • JOB NUMBER B-1814132 • CAD FlLE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 11• ou 10 • • x cc DAVIS BEWS DESIGN GROUP L50 SPATE STREET EAST OIDSMAR, RXWMA 34677 813.92.5.1300 TEL 813-925. 1800 FAX W W WnAVISBEWS,CAM TAMPA • DENVER. U � o 00 IQ 0 j M z; 1 oNMM L >.>JC4 L L °IL.. 0 0E .o 'p n J � o tJ }'N m 4-0z o0 N COY 2o • JOB NUMBER B-1814132 • CAD FlLE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 11• ou �.: ll, VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V 0 c:) 0 W O Z cy J c:) 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS DAVIS BEWS DESIGN GROUP L50 SPATE STREET EAST OIDSMAR, RXWMA 34677 813.92.5.1300 TEL 813-925. 1800 FAX W W WnAVISBEWS,CAM TAMPA • DENVER. --�--� FSr.1994 - �.: ll, VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHTTO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY V 0 c:) 0 W O Z cy J c:) 2582 • TITLE • MAIN FLOOR PLAN NOTING STAIR SECTION DETAILS v I m 11111111/ �� B i K ca DAVIS BEWS DESIGN GROVP L50 STATE STRFFT EAST OLUISMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAWSBEWS.COM TAMPA • DENVER T r L- z N LLI to r — — ¢� ---� L— ----� •@ N M 11111111/ �� ```� K ca DAVIS BEWS DESIGN GROVP L50 STATE STRFFT EAST OLUISMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAWSBEWS.COM TAMPA • DENVER Q: CO r L- z N LLI to o ¢� VJoo '• b'•••...... • 111 •@ N M MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4"-- 11-0" GARAGE RIGHT li � • JOB NUMBER B-1814132 • CAD FILE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 K ca DAVIS BEWS DESIGN GROVP L50 STATE STRFFT EAST OLUISMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAWSBEWS.COM TAMPA • DENVER r0 J�a O Jc�%WO VJoo cli •@ N M i > JLo N L ooLL ° 0 CC 3� E Y t J m Lw COc —1 z — � • JOB NUMBER B-1814132 • CAD FILE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ATO BE IN COMPUANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE ENGINEER.. _ SEALED FOR STRUCTURE ONLY V 0 O c:) O W z CD 0 oC N 00 >= 1�— C) L�11 • 717LE • MAIN FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROVP L50 STATE STRFFT EAST OLUISMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAWSBEWS.COM TAMPA • DENVER EST: 1994- VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND ATO BE IN COMPUANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE ENGINEER.. _ SEALED FOR STRUCTURE ONLY V 0 O c:) O W z CD 0 oC N 00 >= 1�— C) L�11 • 717LE • MAIN FLOOR PLAN DIMENSIONS ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB.CR - 6TH EDITION (2011). v vJ� IQQP Q Q REFER TO SHEET 262 FOR UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR STRUCTURAL LEGEND lO TYPICAL WOOD FRAME CONNECTORS AT BASE. WINDOW SCHEDULE - PROVIDE (3) 2x8 STUDS W/ (1) SIMPSON HTT4 �-+ EST. 1994 WINDOW WIDTHS �c — PROVIDE 2 -PLY L1511 x 12"L4 BEAM NAILED 2011 2411 3614 4V JACK -STUDS AT EACH END WITH (2) SIMPSON N WINDOW CALL -OUTS 2 — PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" OSB ■� FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT 2011 1818 F.G. 2018 F.G. 3018 F.G. 4018 FjG. Lu >>.1N _ 2411 0 1820 F.G. 2020 P.G. 3020 F.G. 4020 F.G. O -0 0 36" 1830 SN 2030 5H 3030 5N 4030 514 E LL Je CD Z 4811 0 1840 5H 2040 5H 3040 5H 4040 5H LJ cil m z �g� Z 04 v 6011 3 1850 5H 2050 SN 3050 5H 4050 5H 1211 1860 SIS 2060 5H 3060 5H 4060 SN G.C. VERIFY ROUGH OPENINGS POR ALL WINDOWS, L w WINDOW 5IZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND SPECIFICATIONS. 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE DUNG -5H, CASEMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER FB.CR - 6TH EDITION (2011). v vJ� IQQP Q Q REFER TO SHEET 262 FOR UPPER FLOOR PLAN DIMENSIONS UPPER FLOOR STRUCTURAL LEGEND lO — PROVIDE (3) 2x4 STUDS W/ (U SIMPSON HTT4 CONNECTORS AT BASE. ® - PROVIDE (3) 2x8 STUDS W/ (1) SIMPSON HTT4 �-+ EST. 1994 CONNECTORS AT BASE. Og — PROVIDE 2 -PLY L1511 x 12"L4 BEAM NAILED TOGETHER W/ (2) ROWS OF Ibd NAILS AT 12" O.C. O FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) SIMPSON N MSTA30 STRAPS. 10 — PROVIDE 2 -PLY 2x12 NO.2 SYP BEAM W/ 1/2" OSB ■� FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMPSON LSTA12 STRAP. STRUCTURAL NOTES ALL LVL'S TO BE Fb=2950 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2x8 11 SYP U.N.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RE51STING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA • V Lu N • J •V �¢ •Qd G.C. VERIFY RADIANT BARRIER %* WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENIWj O AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPEMWG.5 ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB:CR - 6TH EDITION (2011) R322 L FALL PREVENTION DEVICES AND WINDOW GUARDS, PROVIDED, SHALL COMPLY WITH THE EMENTS OF ASTM F 2090 PER FB.CR - 6TH (2011) 8372 UPPER FLOOR PLAN NOTES SCALE, 1/4" = I'-0" . GARAGE RIGHT • JOB NUMBER B-1814132 • CAD FILE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 x DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST OLDSINAR, FLORIDA 34677 813.925.1300 TET. 813.925.1800 FAX W W WnAVL%EWS.COM TAMPA • DENVER �-+ EST. 1994 U �o O Jc'i%Qj N 0'5(00) ■� co L >>.1N L L L= • O -0 0 c0 E LL Je CD LJ cil m �g� Z 04 v • JOB NUMBER B-1814132 • CAD FILE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 iii iIN 2 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE - PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 V) O C:) 0 O 0 N J 00 >= C:) _I 2582 • T17LE • UPPER FLOOR PLAN NOTES DETAILS DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST OLDSINAR, FLORIDA 34677 813.925.1300 TET. 813.925.1800 FAX W W WnAVL%EWS.COM TAMPA • DENVER �-+ EST. 1994 iii iIN 2 VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE - PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 V) O C:) 0 O 0 N J 00 >= C:) _I 2582 • T17LE • UPPER FLOOR PLAN NOTES DETAILS EP 13 li SII • �.��j i � N J .V Q• c/) Z O J co 13 li SII II • JOB NUMBER B-1814132 • CAD FILE NAME LOT 82—R ISSUED 01-04-18 CODE REVISED 06-29-18 x w DAVIS BEWS DESIGN GROVP 150 STATE SIREETT EAST OLDSMA& FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAWSBEWSCOM TAMPA • DENVER 10 J 100 o lQ O J co VJ 0'�p L>>Jc" N co L• L o6U. 0 2 VN .oma � Cp E E! c d) 1.a 0h 4d z . 2 0 II • JOB NUMBER B-1814132 • CAD FILE NAME LOT 82—R ISSUED 01-04-18 CODE REVISED 06-29-18 A62-3CI= l VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE .ENGINEER. SEALED FOR STRUCTURE ONLY V 0 W O O O 10 N 00 >m 1---- _<0 -I UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE SIREETT EAST OLDSMA& FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAWSBEWSCOM TAMPA • DENVER EST.1994 �- A62-3CI= l VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE .ENGINEER. SEALED FOR STRUCTURE ONLY V 0 W O O O 10 N 00 >m 1---- _<0 -I UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT I ca ANDREW 1. MEISHEID, P.E. #83217 LANAI ROOF .�, �.,• ------------------- ------ -------- - SCALE: 1/4" = 1'-0" VENT REQUIREMENTS 6:12 a I 6:11 I W 1 G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS VENTILATION CALCULATIONS LIGHT C:) Q I..L ATTIC AREA =139 SQ. FT. / 300 = 0,46 SQ. FT. >cy >�'� ❑ ❑ ❑ ❑ Q Lu O X 144 = 67 SQ. IN. 0 0 DRYSTACK TONE 2 I 0 (TYP) (TYPJ 0. � Q I HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. __ - -- 1 j � o Z co� L # UPPER 2/3 ROOF VENTS REQUIRED =1 by I I ----------- - ----� ---------- HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. 6:11 L, 6:12 I f 1 I ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. VENT REQUIREMENTS �' • • I " • F � „ VENTILATION CALCULATIONS REFER TO SHEET 3Cs t 1 1 FOR ROOF PLAN W/ " ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. �Q III OPT. SECOND SUITE �I I Illli yo 1 U°'��I Illllliulllll!I(hili 1 I UPPER ROOF -1 _ _------ I VENT REQUIREMENTS HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. I �� I VENTILATION CALCULATIONS # UPPER 2/3 ROOF VENTS REQUIRED =1 ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. :. � I X 144 = 703 SQ. IN. 6:12 6:12 6y i HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. ACTUAL SOFFIT VENTILATION = 270.4 SQ. IN. w � I r # UPPER 2/3 ROOF VENTS REQUIRED = 3 / I HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. 1 1 ACTUAL SOFFIT VENTILATION = 830.3 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.BLR 6TH EDITION (2011) R322 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 1090 PER FB.CR - 6TH EDITION (2001) R302 ROOF TRUSSES AT 14" O.C. (TYPICAL) — 2 CAR GARAGE EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WI OW MUST NAVE A MAXIMUM OPENING HEI Ht ND G OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM PLT. HT. _ II 1'-4" W. x 5'-0" H. DECORATIVE 111/2" THICK FIXED SHUTTERS SAND FINISH e KEYSTONE (IF APPLICABLE) r- RA15ED SAND FINISH TEXTURED BANDING I ca ANDREW 1. MEISHEID, P.E. #83217 4• co Z .�, �.,• ...oma, FINISH llL SCALE: 1/4" = 1'-0" I 6:12 a I 6:11 I W DOOR G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS I LIGHT C:) ryloo I..L REQUIRED, PER MANUFACTURERS SPECIFICATIONS >cy >�'� ❑ ❑ ❑ ❑ Q Lu O OF NET FREE AREA PER VENT. 0 0 DRYSTACK TONE ❑ ❑ 0 (TYP) (TYPJ ��' � Q I F][qE __ - -- _ MAIN FF. LINE yo T o Z co� L GRADE LINE (ASSUMED) `. ----------- - ----� LOWER ROOF 6:12 I f 1 VENT REQUIREMENTS �' • • I " • F � „ VENTILATION CALCULATIONS , t 1 1' „ " ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. III �� I I Illli I I U°'��I Illllliulllll!I(hili X 144 = 254 SQ. IN. I��Alllll I ' -1 _ _------ I HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. �� # UPPER 2/3 ROOF VENTS REQUIRED =1 :. � I HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. .. f 6y i ACTUAL SOFFIT VENTILATION = 270.4 SQ. IN. w � I r / I 1 I L ------------- 1 -:-----------j I I I III r -o" o OVERHANG AT NIP AA ROOF(LINA) PLAN � _ IIS SCALE: 1/8" = F-0" WINDOW FALL PROTECTION �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.BLR 6TH EDITION (2011) R322 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 1090 PER FB.CR - 6TH EDITION (2001) R302 ROOF TRUSSES AT 14" O.C. (TYPICAL) — 2 CAR GARAGE EGRE55 NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WI OW MUST NAVE A MAXIMUM OPENING HEI Ht ND G OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM PLT. HT. _ II 1'-4" W. x 5'-0" H. DECORATIVE 111/2" THICK FIXED SHUTTERS SAND FINISH e KEYSTONE (IF APPLICABLE) r- RA15ED SAND FINISH TEXTURED BANDING b 12 12 Q6 12 4HINGLE Q6 SHINGLE b� ROOF/ ROOF PLT. HT. _ _ _ _ _ PLT. HT. e � TEMP. _ �-STUCCO FMnI aD FINISH 7 � � � Al r SHINGLE SECOND FF. LME — SECOND ROOF ND FF, LINE _ SECOND FF. LINE _ SR 12 6 SHINGLESECOND FF. LINE , T.O.M.OOF. / T.OM. _ a, a, ZTEXTURED TEXTURED FINISH - o, FN15H 7 e o 7 DRYSTACK �r Al TEMP. Y«� co /` LEDGESTONE Q7 (TYP) MAIN FI_. LME _ _ _ _ _ _ _ _ _ _ _ - - - _ - - - - _ MAIN FF. LME , GRADE LME 2'-0" GRADE LINE (ASSUMED) TYP RETUFN AT (ASSUMED) SIDES (UN.0) LEFT ELEVATION SCALE: 1/811 =1'-0° SECOND F.F. LINE _ T.O.M. DECORATIVE CORBEL (SEE DETAIL) (TYP) * * 411 BANDING J d"RING :R - 6TH ZIP 4" BANDING )R (20111 b" BANDING * * DRYSTACK LEDGESTONE TYP. CROSS-SECTION OF RAISED (TYP) TEXTURED FINISH BANDING AND / MAIN FF. LINE _ OR SAND FINISH KEYSTONE GRADE LINE SCALE: 3" = 1'-0" (ASSUMED) I ca ANDREW 1. MEISHEID, P.E. #83217 4• co Z .�, �.,• ...oma, FINISH llL SCALE: 1/4" = 1'-0" INSERT FOR FRONT COACH W DOOR 17 1:1 ❑ ❑ I LIGHT C:) ryloo I..L L >cy >�'� ❑ ❑ ❑ ❑ Q Lu O 0 0 DRYSTACK TONE ❑ ❑ 0 (TYP) (TYPJ ��' F][qE b 12 12 Q6 12 4HINGLE Q6 SHINGLE b� ROOF/ ROOF PLT. HT. _ _ _ _ _ PLT. HT. e � TEMP. _ �-STUCCO FMnI aD FINISH 7 � � � Al r SHINGLE SECOND FF. LME — SECOND ROOF ND FF, LINE _ SECOND FF. LINE _ SR 12 6 SHINGLESECOND FF. LINE , T.O.M.OOF. / T.OM. _ a, a, ZTEXTURED TEXTURED FINISH - o, FN15H 7 e o 7 DRYSTACK �r Al TEMP. Y«� co /` LEDGESTONE Q7 (TYP) MAIN FI_. LME _ _ _ _ _ _ _ _ _ _ _ - - - _ - - - - _ MAIN FF. LME , GRADE LME 2'-0" GRADE LINE (ASSUMED) TYP RETUFN AT (ASSUMED) SIDES (UN.0) LEFT ELEVATION SCALE: 1/811 =1'-0° SECOND F.F. LINE _ T.O.M. DECORATIVE CORBEL (SEE DETAIL) (TYP) * * 411 BANDING J d"RING :R - 6TH ZIP 4" BANDING )R (20111 b" BANDING * * DRYSTACK LEDGESTONE TYP. CROSS-SECTION OF RAISED (TYP) TEXTURED FINISH BANDING AND / MAIN FF. LINE _ OR SAND FINISH KEYSTONE GRADE LINE SCALE: 3" = 1'-0" (ASSUMED) SECTION AA %%,1`'83��-�r,, SCALE: VS" : I'-0" �,�•......... Zo mak,• I ca ANDREW 1. MEISHEID, P.E. #83217 4• co Z .�, �.,• ...oma, FINISH G.C. VERIFY GLASS SCALE: 1/4" = 1'-0" INSERT FOR FRONT COACH W DOOR 17 1:1 ❑ ❑ I LIGHT C:) ryloo I..L L >cy >�'� ❑ ❑ ❑ ❑ b" BANDING ° O 0 0 DRYSTACK TONE ❑ ❑ 0 (TYP) (TYPJ ��' F][qE __ - -- _ MAIN FF. LINE yo T o Z co� L GRADE LINE (ASSUMED) �' • • " • F � „ , 1' „ " I�Ill.i (uil�Illillllhl� III �� I I Illli I I U°'��I Illllliulllll!I(hili III I��Alllll I ' � ' ••- �� :. � I .. I�II�II / I I I III o � IIS r SECTION AA %%,1`'83��-�r,, SCALE: VS" : I'-0" �,�•......... Zo mak,• :a= w ca ANDREW 1. MEISHEID, P.E. #83217 4• co Z .�, �.,• ...oma, FINISH 6 12 SHINGLE Q RoaF� D6 G.C. VERIFY 6 l� 2SHINGLE 11 FASCIA CALL -OUT by 8u BANDING (TYPICAL) PLT. NT. 4" BANDING STUCCO L STUCCO (TYP) FINISH? FINISH P I'-4" W. x 54" H. DECORATIVE Q, * FIXED SHUTTERS C 4" BANDING - 1? (TYP) 6 Ip SHINGLE 12 (TYP) Qb ROOIf 4" BANDINGC�D FF. LINE 8" BANDING TAM. 24" W. x 2'-b" H. SET BOTT. OF DECORATIVE BAND AT TAM. R FIXED SHUTTERS 11 6� �b 6 1� L5INGLE 12 ab SHINGLE 1 ROOF12 / 7 b� SHINGLE b� ROOF 7 Qb SHINGLE ROOF PLT. NT._ ROOF PLT, HT. PLT. HT._ - — e STUCCO a, FINF ISH r I Es FL. FI * NISH? FINISSH FIN �SHMGLE H 7 r FINI7 SHINGLE N ISH 7 /l /l /l o, SECOND FF. LINE d� --IEE 8" _SECOND FF. LME SECOND FF. LINE ROOF ROOF �4 7 $" _SECOND FF. LME 8" SECOND_FR LME T.O.M. ROOF T.OM. _ c? "' T.O.M. / Ti «� 2 (TYP) TEXTURED ANDREW 1. MEISHEID, P.E. #83217 X W BE RAISED SAND FINISH 150 STATE STREET EAST OL.DSMAR, ROR AL 34677 813. 925. L300 TFL 813. 925. 1800 FAX W W W.DAVISBEWS.Ii TAMPA • DENVER FINISH G.C. VERIFY GLASS SCALE: 1/4" = 1'-0" INSERT FOR FRONT COACH W DOOR 17 1:1 ❑ ❑ I LIGHT C:) ryloo I..L L >cy >�'� ❑ ❑ ❑ ❑ b" BANDING ° O 0 0 DRYSTACK TONE ❑ ❑ 0 (TYP) (TYPJ ��' F][qE __ - -- _ MAIN FF. LINE yo T o Z co� L GRADE LINE (ASSUMED) 11 6� �b 6 1� L5INGLE 12 ab SHINGLE 1 ROOF12 / 7 b� SHINGLE b� ROOF 7 Qb SHINGLE ROOF PLT. NT._ ROOF PLT, HT. PLT. HT._ - — e STUCCO a, FINF ISH r I Es FL. FI * NISH? FINISSH FIN �SHMGLE H 7 r FINI7 SHINGLE N ISH 7 /l /l /l o, SECOND FF. LINE d� --IEE 8" _SECOND FF. LME SECOND FF. LINE ROOF ROOF �4 7 $" _SECOND FF. LME 8" SECOND_FR LME T.O.M. ROOF T.OM. _ c? "' T.O.M. / Ti «� NOTE: ALL BANDING IS TO ANDREW 1. MEISHEID, P.E. #83217 X W BE RAISED SAND FINISH 150 STATE STREET EAST OL.DSMAR, ROR AL 34677 813. 925. L300 TFL 813. 925. 1800 FAX W W W.DAVISBEWS.Ii TAMPA • DENVER FRONT ELEVATION G.C. VERIFY GLASS SCALE: 1/4" = 1'-0" INSERT FOR FRONT � W DOOR 11 6� �b 6 1� L5INGLE 12 ab SHINGLE 1 ROOF12 / 7 b� SHINGLE b� ROOF 7 Qb SHINGLE ROOF PLT. NT._ ROOF PLT, HT. PLT. HT._ - — e STUCCO a, FINF ISH r I Es FL. FI * NISH? FINISSH FIN �SHMGLE H 7 r FINI7 SHINGLE N ISH 7 /l /l /l o, SECOND FF. LINE d� --IEE 8" _SECOND FF. LME SECOND FF. LINE ROOF ROOF �4 7 $" _SECOND FF. LME 8" SECOND_FR LME T.O.M. ROOF T.OM. _ c? "' T.O.M. / Ti «� • JOB NUMBER B-1814132 • CAD ME NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 X W THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED T0.US5 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE 150 STATE STREET EAST OL.DSMAR, ROR AL 34677 813. 925. L300 TFL 813. 925. 1800 FAX W W W.DAVISBEWS.Ii TAMPA • DENVER - EST 1994 e:i U ro o 0, 0.N O � W I O C:) ryloo I..L L >cy >�'� L L ° O 0 0 N 0 0 ��' CD _j r cy m yo T o Z co� L • JOB NUMBER B-1814132 • CAD ME NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 FI! i7 o VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 DAVIS BEWS DESIGN GROVP THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED T0.US5 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE 150 STATE STREET EAST OL.DSMAR, ROR AL 34677 813. 925. L300 TFL 813. 925. 1800 FAX W W W.DAVISBEWS.Ii TAMPA • DENVER - EST 1994 e:i FI! i7 o VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 TEXTURED _ _ 11 -/JIB FINISH e a FTEXtUREO '-TDRYSTACK TYP V TEXTURED TEXTURLTE ED XTURED ZTEXTURED2582 `* LEDGESTONE RETURN FINISH 7 FINISH 7 MP) a; FINISH FINISH 7 a, °' • P) AT SIDES �l �l MAIN FF. LME _ TEMP. _ _ _ MAIN FF. LINE MAIN FF, LINE _ (UNA) _ _ _ _ _ _ _ _ _ _ _ _ _ = MAIN F.F. LME 71 7L . GRADE ERNE GRADE LME GRADE LME GRADE LINE ELEVATIONS ROOF PLAN (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) BUILDING SECTION DETAILS REAR ELEVATION RIGHT ELEVATION SCALE: V8 r -O" SCALE: I/8" =1'-0" • S T • TRADITIONAL ELEVATION ficill GARAGE RIGHT • PAUL D. KIDWELL, P.E. #52683 ANDREW 1. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVEREVIEWEDTHE ATTACHED DESIGN, AND FIND RTO BE IN COMPLIANCE .WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017(. THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED T0.US5 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPUED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY W O C:) ryloo I..L O 0 0 >w CD TEXTURED _ _ 11 -/JIB FINISH e a FTEXtUREO '-TDRYSTACK TYP V TEXTURED TEXTURLTE ED XTURED ZTEXTURED2582 `* LEDGESTONE RETURN FINISH 7 FINISH 7 MP) a; FINISH FINISH 7 a, °' • P) AT SIDES �l �l MAIN FF. LME _ TEMP. _ _ _ MAIN FF. LINE MAIN FF, LINE _ (UNA) _ _ _ _ _ _ _ _ _ _ _ _ _ = MAIN F.F. LME 71 7L . GRADE ERNE GRADE LME GRADE LME GRADE LINE ELEVATIONS ROOF PLAN (ASSUMED) (ASSUMED) (ASSUMED) (ASSUMED) BUILDING SECTION DETAILS REAR ELEVATION RIGHT ELEVATION SCALE: V8 r -O" SCALE: I/8" =1'-0" • S T • TRADITIONAL ELEVATION ficill GARAGE RIGHT • i BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF #1 ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST BRG.HGT ALUM. DRIP EDGE 24. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR 7" FLASHING DETAIL I OPTION - A FLASHING WOODEN SIDING a SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS I � SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED I CAULKISEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6" USE AL i AND DECK FLASHING. LIQUID NAIL BRAND OR EQUI t C EXTERIOR FINISH WATER PROOF CAULKING t PER BUILDER t s PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE Milli Mill 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HT A20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST 6q WEATHER RESISTIVE BARRIER x5 P� SILL PLATE (SEE DETAIL B �v O 2 FOR OPTIONS) ��•� P� J CORNER PATCH FLASHING FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER tSBARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE 2 � (ASSEMBLED 1 WINDOW) FLASHING Ile 2 i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W1 BUILDING WRAP BEYOND FLASHING. STUCCO STOP 1 -WATERPROOF MEMBRANE tt t i FLOOR t i vi TRUSS t t t I t t 1 I i f PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER TIE-IN WITH WEATHER RESISTIVE BARRIER: PROVIDE FLASHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH BOOT AT POSTS FLASHING TO FORM WATER SHEDDING LAPS ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION UNDERLAYMENT (REFER TO COVER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING HURRICANE STRAP PER AND SEAL WITH WEATHERRESISTIVE BARRIER TAPE ROOF FRAMING PLAN 17�� BRG.HGT ALUM. DRIP EDGE 24. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR 7" FLASHING DETAIL I OPTION - A FLASHING WOODEN SIDING a SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS I � SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED I CAULKISEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6" USE AL i AND DECK FLASHING. LIQUID NAIL BRAND OR EQUI t C EXTERIOR FINISH WATER PROOF CAULKING t PER BUILDER t s PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE Milli Mill 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HT A20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST 6q WEATHER RESISTIVE BARRIER x5 P� SILL PLATE (SEE DETAIL B �v O 2 FOR OPTIONS) ��•� P� J CORNER PATCH FLASHING FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER tSBARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE SILL PLATE 2 � (ASSEMBLED 1 WINDOW) FLASHING Ile 2 i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W1 BUILDING WRAP BEYOND FLASHING. STUCCO STOP 1 -WATERPROOF MEMBRANE tt t i FLOOR t i vi TRUSS t t t I t t 1 I i f PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK SEE STRUCTURAL TYPICAL FLASHING AT BALCONY -2X8 TRIM BOARD STUCCO "J" MOLD -SHEATHING TEXTURED CEMENT. PLASTER FINISH WALL COVERING 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. t 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. .2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS 7. AT BUILT-IN GUTTERS. EXTERIOR FINISH PER BUILDER x 2 PROVIDE FLASHING 150 SLATE STREET EAST OtABMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925. 1800 FAX W W WnAVISBEWS.CAM TAMPA • DENVER BOOT AT POSTS �- WATERPROOF MEMBRANE FLOOR SHEATHING /i- FLASHING. -2X8 TRIM BOARD STUCCO "J" MOLD -SHEATHING TEXTURED CEMENT. PLASTER FINISH WALL COVERING 2017 FBCR SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. t 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMANVDMA 250, FMA/AAMA/WDMA 300, OR FMA/AAMA/WDMA 400. .2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS 7. AT BUILT-IN GUTTERS. • JOB NUMBER 27002.000 CAD FlLE NAME FL ISSUED 01-05-18 REVISED • x 2 150 SLATE STREET EAST OtABMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925. 1800 FAX W W WnAVISBEWS.CAM TAMPA • DENVER -..Ri EST. 1994 -- r0 00100 o� co 'A (o NW r L i > JN L. L• 6 00 :2,5 'O N 0009 3�ELL Y W LJ �0 0 c0 PL ov M • JOB NUMBER 27002.000 CAD FlLE NAME FL ISSUED 01-05-18 REVISED • 717LE • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 SLATE STREET EAST OtABMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925. 1800 FAX W W WnAVISBEWS.CAM TAMPA • DENVER -..Ri EST. 1994 -- • 717LE • FLASHING DETAILS SHEATHING WEATHER RESISTIVE A 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN TEXTURE BARRIER v WINDOW UNIT IN ACCORDANCE WITH ACCORDANCE WITH FINISH COAT DOOR ROUGH OPENING ASTMC926 ASTMC926 SLOPE BROWN COAT 0.3 in :12.0 in APPROVED WEATHER-RESISTANT APPROVED WEATHER -RESISTANT WOOD FRAME SCRATCH COAT CONSTR. " 3!4"A" BEAD OF CONSTR. (0.6 cm :30.5 cm) MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN SELF -ADHERED ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 SELF -FURRING LATH FLASHING BY THRESHOLD OF DOOR AND RETURN LAPPING DOWN UP JAMB 6". USE LIQUID NAIL BRAND OVER RIM JOIST AND _ OR EQUAL WEATHER PROOF EXTERIOR BUILDING PAPER BUILDING PAPER • CAULKING CEMT. FIN. TWO LAYERS WRB UP WALL BY 6 IN. 7/16" O.S.B. V. SELF-ADHERED FLASHING BUILDING PAPER ,' 7/16" O.S.B. WEEP SCREED , SHEATHING ,' , SHEATHING TERMINATE SELFSEAL TOPS OF WIRE LATH ,' . ADHESIVE FLASHING JOISTS UNDER SUBFLOOR ' KEEP TOP EDGE OF WEEP AT LOWER NOSE OF DECKING (SEE ' ' METAL SCREED 2" BELOW TOP OF M.W.W.S. DETAIL WP07) . FLASHING BLOCK SELF ADHESIVE RIM JOIST 31/2' FLASHING UNPERFORATED FLANGE 7/8" VULCUM CAULK BOTTOM MASONRY BLOCK JOINT ONLY WALL WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 1 1/2" TO 2" SELF -ADHERED FLASHING SELF -ADHERED FLASHING ABOVE ROOF vz" CEMENTITIOUS WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING DECORATIVE FINISH 0 0.0.8 0.0ALL INSIDE AND EXTERIOR ' • p OUTSIDE CORNER WILL NEED TO BE RUBBERIZED SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT opo �'o °'o.o MITER CUT AND EXTERIOR SHEATHING �` 3/4"-1" BEAD OF CONSTR. ADHESIVE TO NEEDED IN CORNERS ADHESIVE ° ° CAULKED ALL BUTT BE APPLIED UNDER THRESHOLD OF INSTALL SELF -ADHERED CEMENT PLASTER IN •o� • ,o THROUGH SELF -ADHERED ASPHALT ADHESIVE . •p o o,G JOINTS NEED TO BE FLASHING JAMB &HEAD ACCORDANCE WITH DOOR AND RETURN UP JAMB 6". USE FLASHING, SEE FLASHING SELF -ADHERED FLASHING ASTMC926 OVER WOOD o,o ,°pEMBEDDED IN o.o o . SEALANT USING LIQUID NAIL BRAND OR EQUAL FLANGED WINDOW VULCUM CAULK FOR REFER TO TECHNICAL f / >: WEATHER PROOF CAULKING (SEE - - 2ND FLOOR LETTER ON CHEMICAL DETAIL WP01) SCORED COMPATIBILITY , ALL RELEASE PAPER SELF -ADHERED FLASHING • • / SELF -ADHERED FLASHING, '^ (BEFORE FOLDING, SCORE / EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) / BOTTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02) / SELF -ADHERED \ / / / • FLASHING 1/2" CEMENT PLASTER •V ��V// FINISH NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER i SEAL TOPS OF JOISTS \ 2 1/2" PERFORATED BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) CEMENT°•o,o BLOCK SCREEDFLANGE I/2" WEEP PLASTER *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS OVER ,'��•p,o ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO • o FORM WATER SHEDDING LAPS BLOCK 1ST FLOOR SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING INSTALL BOTTOM EDGE OF HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER SLAB WEEP SCREED 1" BELOW FINISH FLOOR jASPHALT SEALANT: WALL SHEATHING CONT. GALV. ,.L,. EXTEND MIN. OF 6" �j FLASHING PER TEXTURED, PAINTED OPTIONALOUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH ASPHALT BASED NOTE. DETAIL SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE SEALANT APPLIED PLASTER STOP CRICKET AS (REQUIRED AT BEHIND FLASHING THE BUILDING PAPER AND AND EXTENDING A n ,• � :._,: ti�>:>:�a.�.•>.. ., SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF METAL LATH MUST B E 6 / y 7 BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6' ABOVE WEEP S C p E E D DETAIL '`a FLASHING wiTAR VERTICAL RISE OF INSTALLED OVER THE TOP f� FLASHING AT KNEEWALL SCALE: NOT TO SCALE `� OF THE WEEP SCREED. >:�.y •••7� CONT. GALV....L.. FLASHING PER DIVERTER •><�a.> �»; _ iv ' ' MANUFACTURES FLASHING Mitis, :,;.,,.,,,.. 7 • , ., _ SPECIFICATIONS SEALANT OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR SHEATHING • ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED DETAILS DRIP EDGE ,r:,.:;;.>,_ FASCIA ` v; > 7 :• UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS >•>.. COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. ' PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SSELF-ADHERED SHINGLE OVER FLASHING PATCH FIGURE 1: FLASHING INSTALLATION FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED SINGLE DOUBLE JOIST MANUFACTURES 2 EXTERIOR WALL FINISH t. V' V,ASPECIFICATIONS JOIST ,,,,,N*' OVER ROOF ,ia SHINGLES W/ WOOD BEAM BELOW r: A rl r. HOLD EXTERIOR 1 SELF -ADHERED FLASHING SHI GLE TAR FINISH 2" ABOVE SELF -ADHERED FLASHING ri r "• a ri " a. �: ri �: " ROOF SHINGLE PER FLASHING CONTRACT R 3' MIN SELF -ADHERED FLASHING SELF -ADHERED FLAS ING , . "• • "• 7 `t7:' - RDD _ _ - - - n r ` " Cy METAL DRIP EDGE TO R�crs+ BE UNDER *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS CAULKING y; >. TSS' w y�N UNDERLAYMENTAT w ' '`:?>7w; q G� SELF -ADHERED FLASHING q qo Fly Fs ROOF EAVES SELF -ADHERED F o LASHING sr�?oi s A. DECK JOIST OUTSIDE CORNER .i w � • : �CiQ �� y'9� RDOF DEol • TYPICAL ROOF TO WALL FLASHING DETAIL grtiro'� rcl D,Rss aD'NRse \ • 74`�7�`Y�: 5 Al G 3RD puRs� s; r. 2ND co �SZ co RAKE METAL DRIP EDGE TO BE OVEREAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 5 2 " FIGURE Z: WALL FINISH CERTAINTEEDWINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7 UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDG TO USE IN E IS USED, OR ABOUT DRI IF DRIP EDGE IS FLASHING DO NOT NAIL WITHIN 6" G 5TH ASPHALT SEALANT: COURSE USED. EXTEND MIN. 6" ABOVE EMBED EACH SHINGLE INA 2" 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. 6" HIGH SPECS. DIVERTER e" �`�� CUT 2" DIAGONALLY OFF FLASHING UPPER CORNER OF GALV. 'L' FLASHING TYPICAL. TRIMMED SHINGLE ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA • JOB NUMBER 27002.000 • CAD FlLE NAME FL ISSUED 01-05-18 REVISED DAMS BEWS DESIGN GROVP • • x ro 00 J00O O_jcoN6 0N�M m N L L• LL 0 0 LD L�� Eo_jCo rLY 2� L J 41 f0 � 004c ZNa • JOB NUMBER 27002.000 • CAD FlLE NAME FL ISSUED 01-05-18 REVISED THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. • 71 TLE • FLASHING DETAILS DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FWRMA 34677 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �-� EST: 1994 ezr� THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. • 71 TLE • FLASHING DETAILS ELECTRICAL KE ----------- 0 DUPLEX CONVENIENCE OUTLET � DUPLEX OUTLET ABOVE COUNTER a.. WEATHERPROOF DUPLEX OUTLET .t GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET GATHERING ROOM ja 1> DUPLEX OUTLET IN FLOOR I 210 Volt OUTLET I STD. LIGHT FAN WALL SWITCH I OPT FAN </ J W/ FAN _t3 THREE-WAY SWITCH OPT' LANAI FOUR-WAY SWITCH I $4 I $ D DMR SWITCH CEILING MOUNTED W-40EXW LIGHT FIXTURE I / WALL MOW MOUNTED INCANDESCENT LIGHT FIXTURE W.P. AT 6-8" 0 RECESSED INCANDESCENT LIGHT FIxNRE GFJ. Ac. LIGHT FIXTURE WITH PULL CRAM CM D TRACK LIGHT — — FLUORESCENT LIGHT FIXTURE IT, FF-- — f� EXHAUST FAN — — — Q,EXHAUST FANLIGHT COM5INATION sD ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) ROUGH-NFOR OPT. /. I El PUSHBUTTON SWITCH (OPTIONAL) ( FAN/LIGHT / CARBON MONOXIDE DETECTOR <\ I s� SMOKE DETECTOR (ARC -FAULT) SMO( E / CARBON MONO. CM DETECTOR (ARC -FAULT) Q TELEPHONE (OPTIONAL) </ \> I ® TELEVISION (OPTIONAL) W.P. I OWNER'S SUITE Q TTERMOSTAT GF1I [n7 ELECTRIC METER I OWNEI Jw ELECTRIC PANEL 31' -0"x3 -m" A/C, 13'-m"x3-0" A/C, L DISCONNECT SWITCH PAA (SEE MEC4. PAD (SEE MECH�. SPEAKER(OPTIONAL) (CONTRACTOR I ICONTRACTOR 1> I" Loc) I I" LOW I ROUGH -M FOR OPT. CEILING FAN L — — — J L — — — -1 V J <\ CEILING MOUNTED NCMNDESCINT LIGHT FIXTURE V GJ ROUGH -N FOR OPT. CEILING FAN (2) A/C NOTES1 DISCONK L PWADE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (WI) AS NDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. T. UNLESS OTHERWISE NDICATED, INSTALL SWITCHES AND RECEPTACLES At THE FOLLOWING HEIGHTS A 30YE FINISHED FLOOR SWITCHES ... 42' OUTLETS ....14" TELEPHONE.. 14' (UNLESS A5V COUNTERTOP) TELEVISION..14' 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 4/0 ALU, CABLE SOURCE AND SHALL BE EQUIPPED WITH A MONITORED 5ATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. MAN DISCONNECT METER A/C COMBO - SQUARED DISC. 4. ALL 6A AND 20A IECEPTACLES IN KI?CHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION REFER TO FLOOR TIP. '14 ANA Al COPPER t0 RD", CLOSETS, HAULWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION P� FOR NOTED MAN DISC. INSIDE LIGHTS AND OUTLETS TYPE ARCI DEVICE ANO TAMPER -PROOF RECEPTACLES PER N.E.C.1014 40612 AND AMPS. REQUIRED PSL '10 COPPER TO 406.13 WATER HEATER 5. ALL SA AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY UNDERGROUND 16 COPPER r0 RANGE ROOMS SNAIL BE GFC1. PROTECTED !GENE SERVICE 5Y POWER COMPANY 4 COPPER TO 5/8" GROW ROD 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ALSO SERVICE TO BE 50NDEDTO FOOTING STEEL ELECTRICAL WOW IS N FULL COMPLIANCE WITH NFPA 10, NEf. 2014, FB.CR - 6TH EDITION (20T), ANO ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -MING WATER OR APPLIANCE, MONOXIDE OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL USE `ARSON` E L E V I RI CA L RISER D IAG RA M MONOXIDE DETECTOR INSTALLED WITHIN b FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. NotE: & ALAWS SHALL RECEIVE MIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAIft SHALL HAVE COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL THRU EXT. WALL LIGHT • JOB NUMBER B-1814132 • CAD FILE NAME LOT 82—R ISSUED 01-04-18 CODE REVISED 06-29-18 WP. GFI FOR x DAVIS BEWS DESIGN GROVP C M TJlk. SERVICE EST 1994— C .U.1M�0 ��Lw COACH 0N�M L LIGHT L L °p�• ELE.01. AMP AT 48" 00 :21)-0n PANE100 IRRIG. E LLY �M r- -------- L J,NN m �+ 00 z12ov ►RAGE I I I I I G.C. VERIFY ALL SMOKE DETECTORS TO IBE HARD -AIRED NMI I /L L--------- GFI COACH AT 48" LIGHT • JOB NUMBER B-1814132 • CAD FILE NAME LOT 82—R ISSUED 01-04-18 CODE REVISED 06-29-18 x DAVIS BEWS DESIGN GROVP C rM EST 1994— C .U.1M�0 ��Lw 0N�M L >>JM L L °p�• 00 :21)-0n � 0� CO E LLY �M L J,NN m �+ 00 z12ov • JOB NUMBER B-1814132 • CAD FILE NAME LOT 82—R ISSUED 01-04-18 CODE REVISED 06-29-18 2582 • TI TLE • MAIN FLOOR ELEC. PLAN 4A DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, R.OR DA 3467/ 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWSCAM TAMPA • DENVER EST 1994— 2582 • TI TLE • MAIN FLOOR ELEC. PLAN 4A ELECTRICAL <E*� 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET 01F1 GROW FAULT INTERRUPTER DUPLEX OUTLET Q-_ HALF -SWITCHED DUPLEX OUTLET a SPECIAL PURPOSE OUTLET =EJ DUPLEX OUTLET IN FLOOR 0 220 VOLT OUTLET WALL SWITCH J-3 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING: MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN Q, EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSFBI CN SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR (ARC -FAULT) SMOKE / CARBON MONO. COMBO DETECTOR (ARC -FAULT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) THERMOSTAT (p ELECTRIC METER Am ELECTRIC PANEL DISCMCT SWITCH ® SPEAKER (OPTIONAL) cam' ROUGH -N FOR OPT. CEILING FAN c /> CEILING: MOUNTED INCANDESCENT LIGHT FIXTURE W1 G J ROUGH -N FOR OPT. CEILINGS FAN NOTES - I PROVIDE AND INSTALL GROW FAULT CIRCUIT -INTERRUPTERS (GFJ) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING I-E64TS ABOVE FINISHED FLOOR SWITCHES.... 42' OUTLETS..... 14' TELEPHONE.. 14' (UNLESS ABY COUNTERTOP) TELEVISION, 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POTTIER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, 4. ALL ERA AND 20A RECEPTACLES N KITCHENS, SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.CJ. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2014 406.2 AND 406.13 5. ALL SA AND 20A 20V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF:CJ. PROTECTED (GFJ). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FUEL COMPLIANCE WITH NF,PA 10, NEL. 2014, FB.CR - 6TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A 1`056IL-FUEL-BUZING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAWS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. BEDROOM 2 ROUGH -IN <\ FOR OPT. FANLIGHT < \� SD � FLOOR I i OUTLET I I I I O CM o / CM31 M Q I r—� I I LIGHT AND SD I. I SWITCH ROUGH -IN _ _ (INATTIC ,�� '�� FOR OPT. ------- --------------- HORIZ f FANLIGHT L -UP �_� G.C. VERIFY ALL _ MT. BATH 3 G \% I SMOKE DETECTORS r BEDROOM 4 ( TO BE HARD -WIRED li W.P. LJ DISC.( FF__T\ BATH 2 L _ - � I I MAKE-UP LIGHT ID ii JOB NUMBER B-1814132 CAD FlLE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 x w I Ae DAVIS BEWS DESIGN GROVP 0 r0 o !17 EST: 1994- 0 IA� N o��M ti. JM > >ca �" �� • 0 0 : -0 .0� � CO E LL Y N LJ*0 00 (D Z IN ii JOB NUMBER B-1814132 CAD FlLE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 2582 • TITLE • UPPER FLOOR ELEC. PLAN 61 I Ae DAVIS BEWS DESIGN GROVP ISO :TATE srR= E n CXDSMA[Z,FWRMA 34677 813. 925. L300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIVVEP_ EST: 1994- 2582 • TITLE • UPPER FLOOR ELEC. PLAN 61 151-911 141-411 FLOOR TRUSSES Y• 0• • 4k ' O i •�� /fib• TRUE 5 DE51GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S NSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH N FULL. UNLE55 NOTED OTHERWISE: I: ALL ONE STORY MASONRY TO TRUSS CONNECTIONS TO BE 5IMP50N META20 (AT EACH Tf�1SUS)!I% l8J 10d x 1-1/1" (UN.0) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20 (32 O.C. MAX) W/ (9)10d x 1-1/1" 0,5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED*,) (UNO) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE SIMP50N HIOA W/ (18)10d x 1-1/2" OR SIMPSON HT520 W/ (24)10d x I-V?(TYP. FRAME TO FRAME ALL-AROUND (URO) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A SIMPSON MSTCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE MSTCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY FRAMING FASTENER CAPACITY LEGEND x w O SIMPSON MTSMIb, 20 - (1)10d wl (4) V4" x 2 V4" TITEN (TYP. @ SIMP50N MT512 - (14)10d 11/2" (TYP. SYP FRAME TO FRAME 0 1000 o� FRAME TO MASONRY) ALL-AROUND) O SIMPSON META18-40 - (6)10d x I -V2" (TYP. FRAME TO MASONRY) 14 SIMP50N LSTA18 - (14)10d (TYP. FRAME TO FRAME) O SIMPSON MSTAM24 - (9)10d w/ (5) 114" x 2 V411 TITEN (TYP. 15) SIMPSON HT520 - (24)10d 1 V211 or (20)10d (TYP. SYP FRAME TO 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD 0611 O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE FRAME TO MASONRY) FRAME ALL-AROUND) ® SIMPSON LTT20B - (10)-10d + V2" x 10" AB (TYP. FRAME TO 16 SIMPSON LSTA30 - (12)10d (TYP. FRAME TO FRAME ALL-AROUND) SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE MAS/M lALL-AROUND) LEDGER (MIN.). O SIMPSON HETA20 - (9)-10d x 11/2" (TYP. SYP FRAME TO 1-I (2) SIMPSON MT518 - (14)10d 1 V2",AT EA. STRAP (TYP. SYP FRAME TO TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. MA50NRY ALL-AROUND) FRAME) ® SIMP50N HTT4 - (1) 5/8" dia. A.B. + 18-16d BOLT IN SIMPSON SET 18 (2) 5IMP50N HT520 - (24)10d 11/2" AT EA STRAP (TYP. SYP FRAME CONNECTORS ARE ACCEPTABLE. EPDXY. EMBED A.5.5" (MNJ INTO CONCRETE (TYP. SYP FRAME TO FRAME) TO CONCRETE) ® SIMP50N HTT4 - (1) 5/8" DIA ATR + (18)160. EMBED AB, INTO MASONRY KO. BLOCK 6" (MIN) INTO MASONRY K.O. BLOCK WITH 19 SIMP50N ST6224 - (281 Ibd (TYP. FRAME TO FRAME ALL -AR=) LLY 06 SIMP50N SET EPDXY. (TYP. SYP FRAME TO MASONRY) (3) 5IMP50N HT520 - (24)10d 11/1" AT EA STRAP (TYP. S.Y.P. FRAME ® SIMP50N HTT4 - (U 5/8" DIA ATR + (18)160. EMBED AB. INTO MASONRY K0. BLOCK 12" (MIN) INTO MASONRY K0. BLOCK WITH TO FRAME) 2 (4) SIMPSON WT520 - (24)10d 11/1" AT EA STRAP (TYP. SYP FRAME (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A 5IMP50N SET -XP EPDXY. (TYP. SYP FRAME TO MASONRY) TO FRAME ALL-AROUND) O 5IMP50N MGT - (I) 5/8 DIA ATR + 22-10d. EMBED ATR Fl" (MIN) 22 SEE GABLE END DETAIL - ENGNEER DETAIL PAGES ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). INTO MASONRY K0. BLOCK WITH 5IMP50N SET -XP EPDXY. (TYP 2 -PLY TRUSS HEEL TO MASONRY) 23 SEE INTERIOR LOAD-BEARING PARTITION DETAIL ENGINEER PAGES ® SIMPSON LGT3-5D5 25 (12) 114" x 3" SDS AND (4) 3/8" x 511 TITEN 24 SIMPSON HTSMIb - (8)10d x I Ill" wl (4) V4" x 2 V4" TITEN 2 (TYP. SYP HD INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1(TYP. FRAME TO MASONRY ALL-AROUND) G ORD HU/HUC28-2 OR HU/HUC28 3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT FOR 3 -PLY TRUSS HEEL MASONRY) 5IMP50N MSTAM 36 (4)1/4"x 2 V4" TITEN TO AND 25 5IMP50N M5TCM40 W/ (1416d SINKERS AND (10) V411 x 2 V4" TITEN 2 ® - BLOCK 1-10d SCREWS TO FRAME SIMPSON HTT5KT - (1) 5/811 DIA AB.+ 26 -SD 10" x 2 W" BOLT IN 2ro SIMPSON MSTCM60 W/ (20)-Ibd SINKERS AND (14) V4" x 2 V411 TITEN 2 SCREWS SIMPSON SET EPDXY. EMBED A.5.5" (MIN) INTO CONCRETE (TYP. SYP FRAME TO CONCRETE) 21 ANCHOR TRUSS TO DOUBLE TOP PLATE / WOOD BEAM / HEADER W/ lU 10 SIMPSON NGT -2 11 ply member) -(213/4" DIA AB. + 16-10d EMBED SIMPSON 50=5600 SCREW. (SEE DETAILS I, lA, 2, 2A, t 3 ON SHEET SDWC 10). AB. INTO MASONRY KO. BLOCK 7' (MIN) SET BOLTS IN 5 MP50N SET -XP EPDXY. (TYP S.Y.P. FRAME TO MASONRY) O ANCHOR TRUSS TO DOUBLE TOP PLATE / WOOD BEAM / HEADER W/ (2) 28 SIMPSON 5DX15600 SCREW. (SEE DETAILS 5, (o 4 8 ON SHEET SDWC 1.0). I1 SIMPSON HGT-3 (3 ply member) - (2) 3/4" DIA AB.+ (16)10d EMBED A.B. INTO MASONRY K.O. BLOCK 12" (MIN) SET BOLTS IN 29 ANS TRUSS TO DOUBLE TOP PLATE / WOOD BEAM / HEADER W/ SIMPSON SET -XP EPDXY. (TYP S.YP. FRAME TO MASONRY) (2) SIMP50N 51=15600 SCREW. (SEE DETAIL 8 ON SHEET SDWC ID). @ SIMPSON HIDA - (16)10d X 1111" (TYP. 5YP FRAME) ANCHOR CONTINUOUS BRC. TRUSS TO DOUBLE TOP PLATE W/ (1) SIMPSON SDX15600 SCREW AT 36" OC_ (SIMILAR TO DETAILS 2,2A, 4 3 ON SHEET SDWC 1.0). 31 ANCHOR CONTINUOUS BRG. TRUSS TO DOUBLE TOP PLATE W/ (1) 51MPWN 5DUJC15600 SCREW AT 12" O.C. (SIMILAR TO DETAILS 2, 2A, t 3 ON SHEET SDWC 1.0). 32 ANCHOR CONTINUOUS BRG. TRUSS TO BEAM / HEADER W/ (1) SIMP50N 5DWC15600 SCREW AT 36" OL_ (SIMILAR TO DETAIL "C / 5-2A" NOTES: I. TRUSSES ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION X111 { 11 f ll�� ALTERNATE STRAPPING: MAYBE USED IF STRAPPING IS EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. ��;•,,•••'��N��,L'�� 2. CAPACITIES ARE AS PER SIMPSON STRONG -TIE CATALOG (C -C-2011), `�� cr • O •; Q AND ARE PROVIDED FOR REFERENCE. SEE MANUF. FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA Y• 0• • 4k ' O i •�� /fib• TRUE 5 DE51GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S NSTRUCTIONS MAY BE FOUND ON SHEET N-1 AND SHALL BE COMPLIED WITH N FULL. UNLE55 NOTED OTHERWISE: I: ALL ONE STORY MASONRY TO TRUSS CONNECTIONS TO BE 5IMP50N META20 (AT EACH Tf�1SUS)!I% l8J 10d x 1-1/1" (UN.0) 2: ALL TWO STORY MASONRY TO TRUSS CONNECTIONS TO BE SIMPSON HETA20 (32 O.C. MAX) W/ (9)10d x 1-1/1" 0,5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED*,) (UNO) 3. ALL FRAME TO TRUSS CONNECTIONS TO BE SIMP50N HIOA W/ (18)10d x 1-1/2" OR SIMPSON HT520 W/ (24)10d x I-V?(TYP. FRAME TO FRAME ALL-AROUND (URO) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MASONRY WALL CONNECTIONS A SIMPSON MSTCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE MSTCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY TRADITIONAL ELEVATION "C" TRUSS STRAPPING PLANS -- II SPECIF=ICATION FOR LEDGERS x w (THE FOLLOWING SHALL APPLY UN.O ) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCONS AT 12" O.C. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO 0 1000 o� AT LOWER ROOF TO UPPER WALL AT PARALLEL TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS JcoN ;) SISTERED TO THE WALL 18 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER B (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD 0611 O.C. MAX.) SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRUSS SISTERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE N > Jco LEDGER (MIN.). LEDGER C (LC) - (2) 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.G. STAGGERED W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT • °aJLcc TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON SDS25(o00 SCREWS AT EA. STUD (1611 O.C_ MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/8" DIA. x 8" A.B. AT 12" O.C. STAGGERED W/ SIMPSON H4 MIN. OR EQUAL AT TOP CHORD BEARING OR SIMPSON HU/HUC410 OR EQUAL AT FACE BEARING AT EA. TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS LLY 06 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 8" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING cyw (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS IS A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE o`g Cc0^ ZNLet MASONRY WALL. A TRUSS SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS IS ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON SD525fo00 SCREWS AT EA. STUD 0611 O.G. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTS16 AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. NOTE: AT LEDGERS G ORD HU/HUC28-2 OR HU/HUC28 3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT RESPECTIVELY, U.N.O. 101916 TRADITIONAL ELEVATION "C" TRUSS STRAPPING PLANS -- II JOB NUMBER B-1814132 • CAD FlLE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 x w DAVIS B EWS DESIGN GROVP j 0 1000 o� -- EST. 1994- 0 JcoN ;) I 20 .2m� N > Jco �. L• • °aJLcc 00 o�c 3�E°o LLY 06 cyw 41 o`g Cc0^ ZNLet JOB NUMBER B-1814132 • CAD FlLE NAME LOT 82-R ISSUED 01-04-18 CODE REVISED 06-29-18 ii� �In VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPUANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO - DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION I5 SUPPLIED TO THE ENGINEER- SEALED NGINEERSEALED FOR STRUCTURE ONLY V) O O C:) 10 N oo >=■ O 2582 • 71 TLE • TRADITIONAL ELEVA71ON "A" TRUSS STRAPPING PLANS SHEET • TR • 0 DAVIS B EWS DESIGN GROVP j _ L50 STATE SIR= FAST O1DSMAP , RARJDA 34677 813.925.1300 TEL. 813.92-5.1800 FAX V WW.DAVL.SBEWS.COM TAMPA • DENVER -- EST. 1994- ii� �In VORTEX ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPUANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUTTO - DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION I5 SUPPLIED TO THE ENGINEER- SEALED NGINEERSEALED FOR STRUCTURE ONLY V) O O C:) 10 N oo >=■ O 2582 • 71 TLE • TRADITIONAL ELEVA71ON "A" TRUSS STRAPPING PLANS SHEET • TR • 0 GENERAL NOTES: FRONT ENTRY AND LANAI CEILINGS TO BE 1/8" STUCCO OVER 1/16" OSB AND ATTACHED PER THE ROOF CRITERIA WITHIN THE "TYPICAL NAILING SCHEDULES (FLOOR, ROOF, WALL)" AS PER DETAIL 0/52. PRE-ENGINEERED WOOD PRODUCTS: • ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. • ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT 4 AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS 4 LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS m THIS TIME 4 RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED USING - MOST RECENT BCS( RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT SCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY 4 UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. • NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER • TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SNALL CONTROL. • THE ENGINEERING DETAILS SHOWN HEREIN. SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: • THE USE OF PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER " MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE_ USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC, ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. • THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED 4 THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 4 CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. •• NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL 4 TRIM: • ALL WALLS 4 KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED 10 16" O.G. TO PROTECT FROM FALLING HAZARD. • ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR U.N.O. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH (3) 0.131 X 3-1/2" NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WEB COMPONENT AT THE "SISTERED"LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB COMPONENT. •• AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH (2) ROWS OF SIMPSON SDS25600 SCREWS AT 8" O.G. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, THE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 1/16" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE "WALL" NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON SPI CONNECTO•• ACH F A G ARDRAIL/KNEE WALLDTERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2" TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. •• EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2" TOE NAILS OR EQUAL. . L •• UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILINGS TO BE 1/2" DRYWALL. • 2 STORY HOMES W/ HABITABLE ROOM ABOVE GARAGE: ALL GARAGE CEILING TO BE 5/8" TYPE "X" DRYWALL ALL FRAME GARAGE WALLS r0_5E /2 DRY AL . • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. • FRONT ENTRY 4 LANAI CEILINGS TO BE -1/8" STUCCO OVER 15/32" OSB. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE) • R904.5.1 NAILS: •• _ NAILS SHALL BECORROSION-RESISTANT NAL15 CONFORMING TO ASTM F1661 OR AN EQUAL CORROSION RESISTANCE BY COATING, ELECTRO GALVANIZATION, MECHANOCAL GALVANIZATION, STAINLESS STEEL, NONFERROUS METAL AND ALLOYS OR OTHER SUITABLE CORROSION RESISTANT MATERIAL, OR CORROSION RESISTANCE SHALL BE DEMONSTRATED IN ACCORDANCE WITH TA5114, APPENDIX E. • SHINGLE UNDERLAYMENT: MIN. 30" FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS • FBCR 905.1.1 • TILE UNDERLAYMENT: PEAL 4 STICK ROOF MEMBRANE INSTALL PER MANUFACTURE SPECS • ALL ROOF/WALL FLASHING TO BE MIN. 26 GAUGE GALVANIZED STEEL FLASHING. FLASHING TO BE DONE AL ALL ROOF TO WALL CONNECTIONS. BRICK 4 STONE: • BRICK/STONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING 4 DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. • AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2" DIA. X 5" SIMP50N TITEN HD ANCHORS m 24" O.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.IA. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS 6 12" O.G. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/AGI 530/ASCE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. IS NOT RESPONSIBLE FOR BRICK/STONE INSTALLATION INFORMATION, AS BRICK/STONE DESIGN IS BY OTHERS. • SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICK/STONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, 4 LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICK/STONE. • BRICK/STONE 4 ITS SUPPORT EXCEPT AS NOTED 16 BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, 4 ALL OTHER BRICK/STONE CRITERIA IS BY OTHERS. • THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY 4 NATURAL STONE. SIMULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 4 THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA. GENERAL STRUCTURAL NOTES: I. CODES 4 REFERENCES: U. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 13. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TM6 402/ACI 530/ASCE 5). 13.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOIG FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS 4 OTHER STRUCTURES (ASCE-1). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.1. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 1 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TGDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/S" OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. 501L.- 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE 8401.4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION 4 PROCEDURE TO COMPLY WITH ACI STANDARDS. 42. CONCRETE 4 MINIMUM COMPRESSIVE STRENGTH OF 2500 psi 6 26 DAYS (U.N.O.). 43. REINFORCEMENT REBARS ASTM A615 GRADE 6O (U.N.O.). 4.4. WELD WIRE FABRIC (WWF ASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE 0.190 BY VOLUME MINIMUM (1.5L55/CUYD). 4.5. LAP SPLICES 4 NOOKS SEE TABLE: 5. MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES CACI 530RASCE 6/TMS (o02)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS MICHIGAN: 4 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS F'm=1500 PSL 5.2.3. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 52.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C416_ GROUTSHALL BE 3000 PSI UN.O. 4 HAVE A SLUMP RANGE OF 53. PRODUCTS: 53.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 53.3. REINFORCEMENT, PRE -STRESSED TENDONS, 4 METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 53.6. COATING FOR CORROSION PROTECTION 15 NOT APPLICABLE. 53.1_ CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, 4 END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST -CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1 PIPES 4 CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/A5CE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDE STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/0'7, AND 'MICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED 545, 4 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 6.3. FRAMING WALLS 4 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED im BEAM OR GIRDER TRUSS BEARING LOCATIONS_. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. 02 OR BETTER 63.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED a 16" O.G. 4 SHALL BE S.Y.P. OR BETTER, U.N.O. 63.4. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, 02 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, "2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE U.N.O. 63.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6 INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0 -8 MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS a 4'-0 O.G. MIN. 63.1. ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP AND SINGLE BOTTOM PLATES 4 SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. (o.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A GCA SALT TREATMENT IN ACCORDANCE WITH F.S. 11-W-511 4 BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP -2_ 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 1/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.62. WALL: 1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.63. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE 4 GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS AND/OR WARRANTY REQUIREMENTS.. GENERAL STRUCTURAL NOTES (CONT.): 6.1 ALL NAILING 4 BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED 4 SUPPLIED BY SIMPSON STRONG TIE CO_, USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER 5C51 RECOMMENDATIONS 4 SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER 'O'/S2, ATTACH TO SLAB WITH 1/2" DIA: x 10" A.5.6 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON 5D525600 6 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HT516 OR TO BLOCKING ABOVE I1 24" O.C. AS PER DETAIL 'F752. BLOCKING DEFINED (THE FOLLOWING SHALL APPLY N.O.) THROUGHOUT TH15 PLAN THE TERM BLOCKING 15 USED A5 A GENERIC. TERM. TH15 NOTE 5EEK5 TO CLARIFY PROPER BLOCKING TECHNIQUE:' • BLOCKING SHALL BE 2X4 #2 5YP, U.N.O. • BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2" TOENAILS INTO THE STUDS AT EITHER END, U.N.O. • BLOCKING IN A WALL CAVITY 15 TO BE INSTALLED IN THE SAME ORIENTATION A5 THE BOTTOM PLATE (HORIZONTAL AND FLATWI5E), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. • BLOCKING WITHIN A FLOOR TRU55 WEBSPACE 15 TO BE ORIENTED THE SAME A5 THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, 1T SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. • BLOCKING WITHIN A ROOF TRU55 WEB 5PAGE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWI5E WITHIN THE PLANE OF THE TRU55 WEB, ON END. BLOCKING AITHIN THE TRU55 SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING 15 NEEDED, U.N.O. • BLOCKING USED TO FILL VOID SPACE (I.E. THE VOIDSPACE BETWEEN THE BOTTOM PLATE OF AN UPPER AALL TO THE MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRAN5FERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER GOMPONENT5 SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, A5 THE STUD PACK ABOVE. • BLOCKING INSTALLED BETWEEN ADJACENT TRU55E5 SHALL BE PERPENDICULAR TO THE TRU55 CHORD BEING BLOCKED, AND SHALL BE ORIENTED ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED. U.N.O. • IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE 15 INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. FICATION FOR 5UG< ATTACI-MENT SPECIFICATION FOR ANCHOR BOLTS (TI -E FOLLOWWs SHALL APPLY UNP) O O G PP Y .O. ATTACH WINDOW THROUGH BUCK TO LU a. • ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE NRY/WOOD FRAMING. IF 2x - ATTACH TO 2x F W~oF 7LLOH »u<Z=5 SHALL HAVE A MINIMUM EMBEDMENT OF 5". ATTACH TO MASONRY w/ 1/4 x 3 MASONRY N M • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY m 12" O.C. w/ MAX. 6"FROM END OF BUCK NW FO =tew a=ZW O O - - SHALL HAVE A MINIMUM EMBEDMENT OF 5".ORS ALL 2x WINDOW BUCK ATTACHMENT.) 2� - J . ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL LLJ W LL (Wj W W U (9ZQF Vf iL SHALL HAVE A MINIMUM EMBEDMENT OF (o". • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL CI -J W L.Z> LIMITATIONS (THE FOLLOWING 5HALLAPPLY U.N.O.) HAVE A MINIMUM EMBEDMENT OF l". $ o Q • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET • VORTEX ENGINEERING, LLC. HAS CHECKED THE SHALL CONTROL. ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION 8301 OF THE FLORIDA otv M ie (' Ln • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT aM DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL LU F-:0 00 O Lu N DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE AND/OR DRAFTING CRITERIA RE. - DIMENSIONS, o NOTATION TO USE SAME. AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY z X M O DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY a u - . OF THE DESIGNER Lz P_ a �� • • � I SPECIFICATION FOR LANDINGS 4 STAIR CONSTRICTION �p (THE FOLLOWING SHALL APPLY UN.O.)% • 02 ALL STRINGERS TO BE 2-2X12 SYP.%%6; , ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER • STRINGERS RUNNING PARALLEL TO 4 SUPPORTED BY A WALL SHALL BE ATTACHED: �� 1 •• a MASONRY/GONG. WITH " DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MASJCONC.). •• s WOOD WITH (4) 0.131 X 3�" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: •• 9 CONC. W/4'" DIA. X 3" TAPCONS 6 12" O.C. •• m WOOD ATTACH W/ 0.131 X 3' NAILS AT 8" O.G. TO TRUSS/JOIST/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3" TOENAILS EA • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 02 SYP, MIN. -9 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 02 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X32" R.S. END NAILS AT EACH LANDING JOIST, 4 (2) 0.131 X 3' TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• �" X 3" TAPCONS m 8" O.C. STAGGERED 9 MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS 4 HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBCR TABLE R301B 4 SECTION 8312. DATE 03-08-18 CONFLICTS DRAWN MK/PDK JOB - (THE FOLLOWING -APPLY U.N.O.) ULTIMATE WIND SPEED (Vult) 142 MPH • REGARDLESS OF ANY NOTE TO THE CONTRARY IN NOMINAL WIND SPEED (Volt) 110 MPH THE PLAN SET, EXCEPT AS INDICATED BELOW, IN RISK CATEGORY II ANY LOCATION WHERE THE PLAN SPECIFICATIONS WIND EXPOSURE C SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS, THEMOST INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 27.5' MAX: • WHERE SEALED DNT IRECTIVE FROM THE ENGINEER OF RECORD TS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL COMPONENTS AND CLADDING (ULTIMATE) CONTROL. ROOF @ 10 SQFT + 28.6 /-117.1 PSF DISCLAIMER (THE FOLLOWING PPLY U.N.O.)® ® 20 SQFT +26.5/-109.1 PSF 50 SQFT +22.3/-99.4 PSF CONTRACTOR 15 TO VERIFY ALL DIMENSIONS IN THE © 100 SQFT +20.2/-91.8 PSF FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. WALL @ 10 SQFT +49.7/-66.7 PSF ANY CHANGES TO THESE PLANS, REGARDLE55 OF @ 20 SQFT +46.3/-62.3 PSF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL @ 50 SQFT + 44.6/- 56.9 PSF OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS @ 100 SQFT +42.14- 55.2 PSF WITHOUT THE EXPRESS APPROVAL OF VORTEX Q 500 SQFT +37.1/-41.3 PSF ENGINEERING, LLC, SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 TO ANY GARAGE DOOR 8' WIDTH + 44.3/- 49.4 PSF LIABILITY, GLAIM5, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 10' WIDTH + 43.6 /- 48.9 PSF 5PEGIFIGATION5 ACCOMPANY THESE PLANS, THEY 12' WIDTH +42.9/-48.3 PSF SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. 16'+ WIDTH + 42.0 /- 47.5 PSF CHART IS IN "ULTIMATE" PRESSURES. - "ALLOWABLE" = 0.6 X "ULTIMATE" FOR COMPARISON CHART MAY BE INTERPOLATED FOR INTERMEDIATE PRESSURES GARAGE DOOR PRESSURES ASSUME 2' MAX IN END ZONE NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY 0I5GREPANCIE5 TO ENGINEER PRIOR TO 5TARTING ANY WORIG. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK a o 00 W O Q W ~ LLI (="ZOO W FNi7 w W lJi. F H0ZQO. p LU a. amp=- oLDxa V W~oF 7LLOH »u<Z=5 N jLLm¢ �aZw = =zzW 82m2mg �; N M t~ F Q Q C' (.J 5W' G NW FO =tew a=ZW O O Lu 1wn� LL N Q W D y- a F 2� - J EW zW'Z22 0 LLJ W LL (Wj W W U (9ZQF Vf iL z CI -J W L.Z> - LLJ4C0-F W �Nc �< = 21W v/ L d F-- Ca - W �� $ o Q O M � otv M ie (' Ln LU V Z �M Ln N aM -- -i00 N LU F-:0 00 O Lu N 'Jl' 3 Ln zWo�00 N o C9 zLLO^Q Y W z X M O 0 W Lu L)o" a u - Q Lz P_ a d �O C=) � I �• 2 o• •) • Q) S ryv =` Q DATE 03-08-18 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Notes Sheet number: N 1 142-21.5 PRE- ENGINEERED WOOD 12 TRUSSES 6 24" O/C —� (TYP) SEE ELEY UPLIFT CONNECTOR (SEE TRUSS SHEET FOR SCHEDULE) SIMPSON SP2 's EA.STUD 1/16" APA RATED SHEATHIN SEE SCHEDULE FOR DOUBLE "2X" FASTENING S.F.F. TOP PLATE 10" MIN. K.O. CMU BOND — — BEAM EMBED ACI STD. HOOK IN 4 BOND BM. BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS DOWELS SEE PLAN FOR f'. LOCATION LAP 25" MIN. CLEAN OUT EMBED AC{ , . �, 0'-0" FINISHED • FLOOR STD. HOOK IN ...• '. •:' .24 FOOTING ;,.:...• 2X4 PT STUDS 16" O.G. OR - .t•: ti , . -. .. FOOTING SEE FOUNDATION CRICKET AS (1)2X4 PT STUD a 24" O.C. REQUIRED UNDER COMMON TRUSS W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON SPI a EA. STUD V' MAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIAx6" A.5.6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 6 EA.STUD MOISTURE BARRIER 8"XS"X16" K.O. BLOCK W/1 05 CON . , .* (1)05 VERT. IN CONCFILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90° HOOK IN KO. BLOCK HATCHIWj C NOTE: "AT 2x6 WALLS USE 5PH6 ® CONNECTORS IN LIEU OF REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR 51ZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE PLANS, RE6ARDLE55 OF HOW MINOR, "A" 11511 11611 nDn BAR n5n 11Cn 4. 113 11/8 41/2 1 15 2 V4" 41/2 91/4 16 04 21/2 t 20 3" 6 121/7 21 05 t ` 15 113/4 25 3 3/4" 15 15 1/2 26 % AA 9 14 30 4 IR" 9 18 1/2 35 01 43/8 , 35 A`a 105 213/4 53 "8 - - - I 8" 12 243/4 1 14 05 1 _ I - _ - 911 135 28 1 95 - Z . Q d.ul N�. W _ �m dFW-.W� �. _ w • ^ O • d ••. C) ® O �Ln w Z )M IC -n -QTLn Jap W F- p o0 M �>00 LU v►19tO w N Ln _ 0 N _ V Z LL r- Q Y W Z X �cn0 W j �00 aLL LU Z N d �O a > ko tL -A.; •/ 2 ' J .Q LAP SPLICE •O� EMBEDDED STD. 900 HOOK STD. 1800 HOOK - 1 1 10" MIN. K.O. CMU BOND — — BEAM EMBED ACI STD. HOOK IN 4 BOND BM. BAR VERTICAL WALL REINF. GROUT CELLS SOLID SEE PLAN FOR LOCATIONS DOWELS SEE PLAN FOR f'. LOCATION LAP 25" MIN. CLEAN OUT EMBED AC{ , . �, 0'-0" FINISHED • FLOOR STD. HOOK IN ...• '. •:' .24 FOOTING ;,.:...• 2X4 PT STUDS 16" O.G. OR - .t•: ti , . -. .. FOOTING SEE FOUNDATION CRICKET AS (1)2X4 PT STUD a 24" O.C. REQUIRED UNDER COMMON TRUSS W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON SPI a EA. STUD V' MAIN SPAN ROOF TRUSS 2x4 PT. BTM. PLATE W/ 1/2" DIAx6" A.5.6 24" O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 6 EA.STUD MOISTURE BARRIER 8"XS"X16" K.O. BLOCK W/1 05 CON . , .* (1)05 VERT. IN CONCFILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD. 90° HOOK IN KO. BLOCK HATCHIWj C NOTE: "AT 2x6 WALLS USE 5PH6 ® CONNECTORS IN LIEU OF REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHES) GRADE 40 GRADE 60 BAR 51ZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE PLANS, RE6ARDLE55 OF HOW MINOR, "A" 11511 11611 nDn BAR n5n 11Cn nDn 113 11/8 41/2 1 15 2 V4" 41/2 91/4 16 04 21/2 6 91/2 20 3" 6 121/7 21 05 31/8 15 113/4 25 3 3/4" 15 15 1/2 26 % 33/4 9 14 30 4 IR" 9 18 1/2 35 01 43/8 105 16 1/2 35 5 1/4" 105 213/4 53 "8 - - - - 8" 12 243/4 1 14 05 1 _ I - _ - 911 135 28 1 95 - •• ` PLAN FOR SIZES 4 MORE INFO. L Masonry Wall Reinforced Cell Detail $ I SCALE: NTS 10" MIN. �'' ' `••' ` ` 8x8 KO. CUM BOND BEAM Tj ^, >..•:. • w/ 1- 45 BAR CONT. -... •' : r PRE-ENGINEERED CONC. LINTEL — - — — — — ' w/ 1- "5 BAR CONT. NOT FOR USE IN THE HVHZ (DADE, BROWARD) EMBED ACI INTERIOR LOAD SPH4 CONNECTORS SHOWN. F Kneewall Above Mason Wall Detail STD. HOOK IN '� BAR VERTICAL WALL REINF. (4) 10d NAILS AT 2x8 WALLS USE SPHS BEARING WALL lW/ S 1 SCALE: NTS FLOOR INTO DBL UPLIFT) CONNECTORS IN LIEU OF BOND BM. GROUT CELLS SOLID SEE PLAN TRUSS TOP PLATE SPH4 CONNECTORS SHOWN. FOR LOCATIONS BRG. TRUSS BRG. FOR WALLS LARGER THAN, Rebar La ,Embedment &Hook Schedule SEE PLAN SEE PLAN 2x8, USE 5IMP50N SPI'S ON S.� SCALE: NTs NOTE: EACH SIDE OF STUD TO "J" BOLT W/ NUT 4 WASHER (REFER TO HATCHINGLEGEND REGARDLESS BOTTOM PLATE 4 5IMP50N DOOR MANUFACTURERS INSTALLATION SP2'S ON EACH SIDE OF 05 VERT, WALL ----.,.--INSTRUCTIONS FOR SPACING 4 SIZE) 5 DOWELS SEE PLAN FOR STUD BEARING OF HATCHING FASTEN EA. SCUD STUD TO TOP PLATES. REINF. GROUT NOTE: LOCATION LAP 25" MIN. gum WALL SHOWN ON TO TOP PLATE w/ UN.O." 2x6 P.T. JAMB "At 2x6 WALLS USE SPH6 PLANS, WALLS CELLS SOLID UPLIFT CONNECTOR CONNECTORS IN LIEU OF INTERIOR LOAD (SEE PLAN FOR SIMPSON SPH4 w/ a (SEE TRUSS SHEET SPH4 CONNECTORS SHOWN. EMBED ACI CLEAN OUT BEARING WALL SIZE) SYP 2x4 MIN. THAT SUPPORT 12-10d NAILS SEE TRUSS SHEET FOR (W/O UPLIFT) STUDS e 16" O/C ROOF TRUSSES ADDITIONAL STRAPPING a NOTE: STD. HOOK IN .FOR SCHEDULE) AT 2x8 WALLS USE SPHS FOOTING EITHER s COLUMNS d "NOTWITHSTANDING MANUFACTURER'S CONNECTORS IN LIEU OF J, 0'-0" FINISHED DIRECTLY OR SPECIFICATIONS JAMB SHALL BE 2x6 SPH4 CONNECTORS SHOWN. INDIRECTLY �' GARAGE TO STUD BEARING WALL (SEE MIN. 4 SHALL BE ATTACHED t0 THE • •, " FLOOR PLAN FOR SIZE) SYP Zx4 MIN. DBL. TOP PLATE (U SIMPSON SPH4 WK12) 10d FOR WALLS LARGER THAN "' -: <• '. HOUSE WALLS, MASONRY/CONCRETE w/ 1/2" DIA. x 8" COMMON NAILS EA. STUD 2x8, USE SIMPSON SP1 S ON FOOTING SEE FOUNDATION PLAN :...•• � GARAGE TO ARE TO BE STUDS g 16" O/C ' �• .: �..:::.,�".',.-.: .tr.,, .. A.B.ABAt 24" O.C. STARTING 9" MAX. EACH SIDE OF STUD TO `..ti:.,,r;,: = ::.;.:�: •:•: FOR SIZES 4 MORE INFO. 1/2" DIA. x 8" HOUSE WALLS, BUILT AS INSULATE PER „ TRACK/BRACKET�r 1/2" GYP. BOARD BEARING WALL CALCS/SPECS 1/2 DIA. x 8 TITEN HD 6 24 FROM THE SLAB, USE 2 DIA. WASHERS 1/2 GYP. BOARD BOTTOM PLATE 4 SIMPSON ' TITEN HD g 48 INSULATE PER FASTEN PER MANUF.•.' :•• ''.: :' :: ` W/UPLIFT O.G. FOR A MAX. UPLIFT OF MIN. AT EACH BOLT LOCATION. TRACK 6P2'5 ON EACH SIDE OF ••• .. .•w: :'; O.G. MAX (SEE CALCS/SPECS 1500 LBS. ON EACH TRUSS SPECS. ATTACHMENTS TO THE JAMB ARE BY 2X S.Y.P. 01 STUDS 6 16"O.C. STUD t0 TOP PLATES. FOUNDATION (I) SIMPSON SPH4 •'•.'• ' • • ' ' ' - • = PLAN FOR w/ 12-10d NAILS EA. (SEE FOUNDATION PLAN OR MANUFACTURER THESE SPECIFICATIONS SECURE PLATE W/ 10" 1/2" DIA. UN.O." LOCATION OR STUD (STRAP TRUSS PAGE FOR LOCATION ARE MIN. STANDARDS, MORE STRINGENT "J" BOLTS 4 WASHERS 6 2'-0" INSULATION OR PER ENERGY LOCATION S) NEEDED ONLY OR EXCEPTIONS) G Garage Door Attachment Detail CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALCSJSPECS. N Mason Column Lanai/Ent Detail W/ROOF UPLIFT) PT BOTTOM PLATE DOOR MANUFACTURER SHALL (REFER TO FND 4 FLR PLN FOR S 1 PT BOTTOM PLATE S'� SCALE: NTs CONTROL. UN.0." WALL THICKNESS) CONT. 2X PT SOLE PLATE SCALE:NTS 0'-0..I OL 01 • .. - DBL SYP TOP PLATE (U SIMPSON 5PH4 W/02)10d �I '— - - 4"GONG. SLAB. SEE COMMON NAILS EA. STUD z "5 BAR TRANSITION IiII • _� FOOTING SEE I 1 I •� FOOTING SEE FOR WOOD FRAME WALL TO FOUND. PLAN FOR STEEL AGI STD. `�� .. . I— FOUNDATION PLAN FOR ,_ - FOUNDATION PLAN MASONRY ATTACHMENTS THAT MORE INFO. KO. CMU BOND ' -•. HOOK (TYP) .• III I SIZES 4 MORE (NFO. -III=III FOR SIZES 4 MORE OCCUR A LINTEL USE 1/2" x 6" 5 4 e TO EL V 0'-0" TOP OF SLAB BEAM Q: INFO. THREADED ROD SET IN P P . _ •. �; '. ,: 4 O _ 2 Load Brn Interior Stud Part. Detail SIMPSON SET EPDXY. o �" } .� B)Without Load Brn Interior Stud Part. Detail — — — - ,• ,� o;o S 1 SCALE: NTS ..ti. •: -': s-'lif SCALE: NTS With Uplift 2 x S.Y.P. STUDS g 16" O.C. - UN.O. :: " * SEE FOlA�1D. PLAN A .•; '` , VERT. WALL REINF. % Uplift w FOOTING SEE Y •:.' �� •,•. LOAD BEARING OR FOUNDATION PLAN FOR :r.:`: ':� ':4 •~ ��i dd SIZES 4 MORE INFO. GLEAN 4 COMPACTED SOIL EXTERIOR WALL :::' "5 BAR TRANSITION SHINGLE /TILE ROOF - SEE ELEVATION 2 X STUD (95go MODIFIED PROCTOR PER ASTM D155U PRE ENGINEERED WD STEEL ACI STD. PAGES FOR MORE INFO. FASTENING TO BE AS 12 TRUSS m 24" O.C. �, HOOK (TYP) PER MANUFACTURERS SPECIFICATIONS. (TYP) SEE 10" x 1/2" DIA. "J" 8 C. M. U. Cara a Wall Section Brn Wall CONTRACTOR TO PROVIDE MANUR ELEV. 4 1" X T STU $ SCALE: NTS DOCUMENTATION TO INSPECTOR s TIME OF R-38 INSULATION OR PER ENERGY CALCS. BOLTS WASHERS P D W/ Uplift INSPECTION. IF SHINGLE IS USED, 2'-0 O.C. (MAX) �. *5 VERT. IN FILLED UNDERLAYMENT t0 COMPLY WITH FBCR CENTERED ON WALLC14 905.1.1 META20 UNLESS NOTED OTHERWISE SEE CELL TRUSS SHEET FOR MORE INFO. FOR EXTERIOR BRNG. OR GARAGE 1/211 DIA x 6" p Mason Transition Detail ELEVATION VARIES BRNG WALL FLOOR (4) 10d NAILS INTO TITEN HD TRUSS S SCALE: NTS BRG DBL TOP PLATE .. TOP OF MASONRY TITEN HD 48" O.C. IF 2 X P.T. PLATE SEE PLAN SOFFIT/FASCIA LESS THAN 5'-O" WALL IS INTERIOR N DBL_ TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING COMPLY WITH FBCR 302.1. SEE UPLIFT.. 24" O.C. IF 1/2" GYP. BOARD TYP. SEE NOTE ON N-1 ELEVATION PAGES FOR EXTERIOR FINISH y PAGE FOR GARAGE SOFFIT/FASCIA DETAIL WITH UPLIFT. (SEE ELEVATIONS) SECURE PLATE W/ 10" 1 1/2" GYP. BOARD CELL TO BE FULLY r APPLICATION : •—: • 1 _ �.� —. DIA. "J"BOLTS 4 GROUTED : I' :.t •• :. " ' VARIES SEE ROOF PLAN s �: : • GRADE WASHERS 4'-0" O.C. 1x2 PT NAILER 8"x8" K0. CMU BOND BM. w/ 1 - S BAR _ _ — (MAX.) CENTERED ON 2X S.Y.P. I STUDS � 16 O.C. (1) 5IMP50N SPH4 •• ; ' • .. DRILL 4 EPDXY CONT. (MIN LAP = 25) GROUT CELLS TYP. • . ' p - • :�.s: *. I I=I (I=III- BALL. (REFER TO FNO 4 INTO LINTEL/BOND NOTE: 1/2 DRYWALL SOLID VERIFY W/ FLOOR PLAN. III=III=) LR PLN FOR WALL INSULATION OR PER ENERGY OR CIP BEAMFOOTING o0l•'• ' •' °' �' - ` • • DOWELS aRPLACEED WHERE _ THICKNESS) VERT. WALL REINF. 8"x8" PRECAST CONCRETE LINTEL g a. • ' ' • ' ' s CALCS/SPECS. ABOVE WITH l { I=III=III MINIMUM OR MISTAKENLY ELIMINATED, REPLACE EMBED ACI STD. HOOK WINDOW OPENINGS SEE FLR PLN FOOTING SEE CONT. 2X PT SOLE PLATE EMBEDMENT OF 5" DOWEL AT PROPER LOCATION W/ • '' •''; - s III=III= 4"GONG. SLAB. USE 5IMP50N SET GRADE 60 05 BAR INSTALL IN SLAB IN BOND BM. *5 BAR FOR LINTEL SCHEDULE FOUNDATION PLAN FOR _ _ _ _ _ _ _= I I=III—� ( SEE FOUND. PLAN HIGH STRENGTH { `� W/ 5" MINIMUM EMBEDMENT, USE 51ZE-5 4 MORE INFO. — — — _ _ FOR MORE INFO. EPDXY 5IMP50N SET EPDXY. MAXIMUM OF 3 CURTAIN NAILER PT PRECAST CONC SILL III=I I It I I—III=III=III=I I (=III—III— I 1 EL V 0'-0" TOP OF SLAB : IN A ROW 4/OR 10 TOTAL ON A Ix4 WINDOWS 4 S G D.—I I—III—III=I I 1 I `: d . PROJECT WITHOUT WRITTEN APPROVAL. ' BAR VERT. WALL REINF. CONI. NOTE, "' ::•' • MISSING TRUSS ANCHORS: TRUSSES TO BOND BEAM. I=MBED ACI STD. "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. At 2x8 WALLS — — — — — '•' WINDOW W/ SCREEN HOOK 6" IN BOND BEAM. GROUT "' >.': •� .•' T : ;y �T:' I I WHICH ARE PLACED S CH THAT AN (WHERE APPLICABLE) CELLS SOLID. USE SPHS CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE SEE FOUND. PLAN EMBEDMENT ANCHOR IS MISPLACED 2x8, USE 5IMP60N SPI'S ON EACH SIDE OF STUD t0 BOTTOM PLATE 4 SIMPSON 5P2'5 ON w FOUNDATION PLAN °' DRILL 4 EPDXY E .`. EACH SIDE OF STUD TO TOP PLATES. UN.O." w : •:. •., w OR MISSING MAY BE FASTENED t0 THE FOR SIZES 4 MORE MINIMUM EMBEDMENT C-130... u MASONRY BOND BEAM USING ONE 8"x16" C.M.U.PER ASTM TYPE OR `� - CLEAN a COMPACTED SOIL. SIMPSON HTSMI6 MAX. CAP IS }lis 1x2 PT FIR STRIP g 24" O.C. INFO. •;• • . 5 SIMPSON SET FM P.S.I. (MIN.) W/ TYPE M OR � 195q. MODIFIED PROCTOR PER ASTM D1551) EPDXY I � I (L ' S MORTAR PER. ASTM C -2i0 `� WITHOUT WRITTEN APPROVAL. N A ROW 4 10 TOTAL 1x4 PT BASE NAILER K Garage Wall Section Brn Wall 1/2" DIA x 6 AB AT INT. SHEAR WALL S 1 SCALE:NTS INSUL. PER CALCS. 4 SPECS p EXISTING MASONRY 4"GONG. SLAB. SEE OR TITEN HD w/ ONLY USE FASTEN W/O Uplift Ift _ 24 O.C. IN BONSLAD BEAM OR FOUND. PLAN TO TOP 4 BOTTOM ELEV 0'-0" TOP OF SLAB REINFORCED CELL PLATE PLUS HORIZ. FOOTING SEE — BLOCKING s 48" O.G. 1/2" GYP. BOARD 2X STUDS low 24"O.C. FOUNDATION PLAN FOR 2x4 PLATE SECURE PLATE W/ SIZES 4 MORE INFO. HILTI CF62 POWDER INSULATION OR 5/8 CEMENTITIOUS FINISH PER . ACTUATED PINS g PER ENERGY FBCR 703.72 48" O.C. OR EQUAL CALGSJSPECS. D Typical Ext. Mason Wall Section - - - - _ Q TYP. Retrofit Vert. Dowel Detail S 7 SCALE: NTS 4"GONG. SLAB. SEE PLATE PT SOLE S 1 SCALE: NTS FOUND. PLAN FOR CMU WALL -SEE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. PLAN 4 ELEV 0'-0" TOP OF SLAB SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL. PLACEMENT REQUIREMENTS: TOP TIE BEAM SEE N-1 FOR ° .. •. - % ADDITIONAL/ALTERNATE I. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. w • y �r "5 VERT. CORNER LU ' SEE FOUND. PLAN --L CELL FILLED W/ PARAMETERS.. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS:. N -Qi CONCRETE FOOTING SEE _ CAULKED JOINT W/ 3/8" VERTICAL REINFORCING (SEE CONTROL JOINT DOES NOT EXTEND 1. 5/8" DIAMETER x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" FOUNDATION PLAN FOR CLEAN 4 COMPACTED SOIL. BACKER BAR AT �1Ak PLAN FOR SIZE 4 LOCATION) THROUGH TIE BEAM/KO BLOCK O.C. IF RESISTING UPLIFT LOADS OR 31/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY SIZES 4 MORE INFO. (95% MODIFIED PROCTOR PER ASTM D1557) EXPOSED FACE LOADS � LAP CONT. *5 COURSES ,, Garage Wall Section Non-Brn 25" LAP H Wood Frame To Mason Attachment Detail $-1 SCALE:NTS E .Example CMU Wall Control Joint Detail $-, Corner ContinuityDetail Brn Wall Only l SCALE: NTS R SCALE: N.T.S. d � $-1 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANC E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, YVITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX EN&INEERIN6, LLC SHALL AUTOMATICALLY RENDER VORTEX EN6INEERIN6, LLC. HARM] E55 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS - GEN NOTE REVISED DK/PK Q o O W ZN = a-- oaWa W F -ZO2 =F-ZZJ �m `~ 1-80aa W �I.- LL= 3gz- U Z Z— o n �or,iO »craz 61.J N W Z O J - W l/ i ry• i 00 =ZZZ O2z22z cn _I Qop ZinwOz(7 CCW :M G 0 =Zw OLLj =�a=zW 0 ur.2W�O�p,.... ww pot J ZW>-WOLL �03o Wz=J 0 V `L L.0 � z ¢ �- in LJ.J m Q z z w Z z> z J Z . Q d.ul N�. W _ �m dFW-.W� �. _ w W o o a O M C) ® O �Ln w Z )M IC -n -QTLn Jap W F- p o0 M �>00 LU v►19tO w N Ln _ 0 N _ V Z LL r- Q Y W Z X �cn0 W j �00 aLL LU Z N d �O a > ko 2 ' J .Q •O� %% - 1 1 QL =` v QC � ) DATE 03 -0B -IS SCALE NOTED DRAWN MK/f'DK JOB - - Sheet content: Structural Details Sheet number: 51 DORMER ROOF BY TRUSS MANUF. SIMPSON MT512 m EACH TRUSS u u 2-2"x4" BLOCKING WITH 4-16D OM TOENAILS a EACH END END WALL o TYP. LOAD BRG WALL 2"x4" tv 16" O.C. (5GL SHINGLE /TILE ROOF PRE ENGINEERED WD TRUSS 24" O.C. SIMP60N MT518 • BOTT. PLT., DBL TOP IF 2X ATTACH TO CMU. 12 EACH TRUSS PLT.) w/ 1/4"x 3" TAPCONS g - SEE ELEVATION SEE 12" O.C. W/MAX. 6" PAGES FOR MORE (TYP)I ELEV. w (12) NAILS BRACING 48 O.C. ON TOP OF 2X12 WITH RADIUS CUT TO DESIRED PROFILE. 4-0.131 x 3 1/2 2X SUCKS ATTACHED W/ INFO. FASTENING TO INSULATION PER ENERGY CALCS. 4" CONC. 3.5" EAVE DEPTH REQUIRED MIN. RAT RUNS FOR 4 TRUSS SPANS 1/4"x 3" TAPCONS -s 12" O.C. WITH MAX. 6" FROM BE AS PER SIMP50N SPI w/ ELIMINATED TO MAINTAIN THE FULL FASTEN WALL DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING 10-10d NAILS EA. BRACING. g 48" END OF MEMBER MAS. " — TYP. LOAD BEARING WALL CONST. SIMPSON MTS18 � PLYWOOD O EXTEND PAST OPENINGS. 2"x4" -0 16" O.G. (SINGLE BOTT. PLT., DOUBLE TOP PLT.) EACH TRUSS HURRICANE ANCHOR 9 EACH TRUSS SEE SLAB USE 5IMP50N SP2 9 STUD TO TOP PLATE, SPI STUD TO WIDTH, (2) CRIPPLES t (I) KING IS REQUIRED ON EACH SIDE OF THE SLAB 2X MEMBERS ATTACHED BOTTOM PLATE, OR EQUALS. PROVIDE SIMP50N MT512 AT BOTT. CHORD DK/PK W/SIMPSON A35 WHERE NEEDED TO MEET BOTTOM PLATE TO BLOCKING BELOW (24" O.G.) DOCUMENTATION TO FLOOR TRUSSES X E.O.R. WHEN THE TOP PLATE IS MANUFACTURER'S HANGER TO FRAMING ONLY. NUMBER OF DIAD. MEMBERS INSPECTOR 9 TIME OF ELEVATION VARIES ATTACHMENT POINT ROOF TRUSS BY ROOF TRUSS MANUF. TYP. ELIMINATED THE SPH4 CONNECTORS _ INSPECTION. IF REQUIREMENTS. 2"x4" BLOCKING AT 24" O.C. BELOW SIDE WALLS IN WIDTH, (2) CRIPPLES E (2) KINGS PRE -ENG. WOOD SHINGLE IS USED, TOP PLATE BE 5IMP50N 2X4 BLOCKING s TRUSS JOINT UNDERLAYMENT TO = L=- DORMER ROOF BY Z • '� ' + WINDOW/SHEATHING ATTACHMENT 6 COMPLY WITH FBCR TRUSS MANUF. OR — BETWEEN SUPPORTING TRUSSES ATTACH W/SIMPSON A34 PROHIBITS 2X THICKNESS @ CENTER OF 90.1.1 OR LSSLI CONVENTIONAL Lu d • - pp SHALL ATTACH DIRECTLY TO HEADER ° -. FRAME (SEE PLAN) W N �Ln HANGER TO PRE -ENG. BE SIMPSON EDGES OF OPENING. ALL TAPCON5 TO HAVE THE PLAN SET SHALL CONTROL. IF 1X THEN ATTACH OR EQUAL AT EACH END TYP. MIN. WQ 00 U CMU WALL Bl 1/2" GYP. BOARD SEE Lri r WOOD ROOF LUS, LSU, OR NOTE ON N-1 PAGE FOR TRUSS ROOF 1/2 HIGH CONNECTOR CONNECTOR R WINDOW THROUGH GARAGE APPLICATION Wood 2-2"x4" BLOCKING TRUssEs LsSu MIN. SIMPSON LSTA12 EACH (ON CONC. SLAB) SIMPSON HTT4 VARIES SEE ROOF PLAN WITH 4-16D COM TOENAILS 9 EACH . J � STUD OR EQUIV. o INTO BLOCKING END BUCK TO CMU/ WOOD SIMPSON LSTA12 AT EACH STUD TO ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE + `� META 12 24"O.C. d 4-8d X 11/211 INTO TOP o TRUSS MANUF. W/ 6IMP50N SPH4 6 EA. STUD W/(12) 10d $-2 SCALE: NTS S-2 SCALE: NTS TYP. LOAD BEARING WALL FRAMING. IF 2X THEN BLOCKING. OPENINGS 00VE 5'-m" ONLY lU SIMPSON HTT4 W/ (1) CONST. 2"x4" • 16" O.C. (SINGLE TABLE ON SHEET 5-3 HEADER SCHEDULE (2-2X12 UN.0) o 5/8 ALL HREAD ROD SET IN BOTT. PLT., DOUBLE TOP PLT.) FOR STUD SPACING 2x8 LEDGER W/ Q DATE 03-08-18 INTERIOR ATTACH TO 2X BUCK u u 2-2"x4" BLOCKING WITH 4-16D OM TOENAILS a EACH END END WALL o TYP. LOAD BRG WALL 2"x4" tv 16" O.C. (5GL SHINGLE /TILE ROOF PRE ENGINEERED WD TRUSS 24" O.C. SIMP60N MT518 • BOTT. PLT., DBL TOP IF 2X ATTACH TO CMU. 12 EACH TRUSS PLT.) w/ 1/4"x 3" TAPCONS g - SEE ELEVATION SEE 12" O.C. W/MAX. 6" PAGES FOR MORE (TYP)I ELEV. w (12) NAILS BRACING 48 O.C. ON TOP OF 2X4 RAT RUN 4-0.131 x 3 1/2 BLOCKING -s INFO. FASTENING TO INSULATION PER ENERGY CALCS. 4" CONC. (3)16d TOENAILS RAT RUNS FOR 4 TRUSS SPANS BRACING 9 48" O.C. ON TOP BE AS PER SIMP50N SPI w/ ELIMINATED TO MAINTAIN THE FULL FASTEN WALL DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING 10-10d NAILS EA. BRACING. g 48" STUD >11 MANUFACTURERS OF BOTT. • AT OPENINGS Y-6" TO 5'-2" IN PLYWOOD O EXTEND PAST RS. NAILS m EACH STUDS SIMPSON 61*4 w/ SPECIFICATIONS. . CONTRACTOR t0 HURRICANE ANCHOR 9 EACH TRUSS SEE SLAB CHORD FOR 4 WIDTH, (2) CRIPPLES t (I) KING IS REQUIRED ON EACH SIDE OF THE SLAB PROVIDE MANUF. do or TRUSS SHEET FOR MORE INFO. BOTT. CHORD DK/PK REVISIONS TRUSS SPANS DOCUMENTATION TO FLOOR TRUSSES X E.O.R. WHEN THE TOP PLATE IS HANGER TO FRAMING ONLY. NUMBER OF DIAD. MEMBERS INSPECTOR 9 TIME OF ELEVATION VARIES — :. ELIMINATED THE SPH4 CONNECTORS _ INSPECTION. IF BUCKS TO BE ATTACHED TO CMU PER 2-1(od 9 EA. IN WIDTH, (2) CRIPPLES E (2) KINGS PRE -ENG. WOOD SHINGLE IS USED, TOP PLATE BE 5IMP50N 2X4 BLOCKING s TRUSS JOINT UNDERLAYMENT TO = L=- DORMER ROOF BY Z • '� ' + WINDOW/SHEATHING ATTACHMENT 6 COMPLY WITH FBCR TRUSS MANUF. OR FLOOR TRUSSES PROHIBITS 2X THICKNESS @ CENTER OF 90.1.1 OR LSSLI CONVENTIONAL Lu d • - pp SHALL ATTACH DIRECTLY TO HEADER ° -. FRAME (SEE PLAN) W N �Ln HANGER TO PRE -ENG. BE SIMPSON EDGES OF OPENING. ALL TAPCON5 TO HAVE THE PLAN SET SHALL CONTROL. PRE-ENGINEERED 5IMP50 MIN. WQ 00 U CMU WALL Bl 1/2" GYP. BOARD SEE Lri r WOOD ROOF LUS, LSU, OR NOTE ON N-1 PAGE FOR TRUSS ROOF 1/2 HIGH CONNECTOR CONNECTOR R CMU GARAGE APPLICATION Wood 2-2"x4" BLOCKING TRUssEs LsSu MIN. SIMPSON LSTA12 EACH (ON CONC. SLAB) SIMPSON HTT4 VARIES SEE ROOF PLAN WITH 4-16D COM TOENAILS 9 EACH . J � STUD OR EQUIV. f., INTO BLOCKING END ROOF TRUSS BY ROOF DBL. "2X" TOP PLATE + `� META 12 24"O.C. d 4-8d X 11/211 INTO TOP EPDXY t (18) 16d NAILS TRUSS MANUF. W/ 6IMP50N SPH4 6 EA. STUD W/(12) 10d $-2 SCALE: NTS S-2 SCALE: NTS TYP. LOAD BEARING WALL NAILS EACH. SEE SEE FLOOR PLAN FOR EXACT OPENINGS 00VE 5'-m" ONLY lU SIMPSON HTT4 W/ (1) CONST. 2"x4" • 16" O.C. (SINGLE TABLE ON SHEET 5-3 HEADER SCHEDULE (2-2X12 UN.0) WALLS WITH NO UPLIFT, 5/8 ALL HREAD ROD SET IN BOTT. PLT., DOUBLE TOP PLT.) FOR STUD SPACING 2x8 LEDGER W/ Q DATE 03-08-18 INTERIOR PLYWOOD TO EXTEND TO SIMP50N SET EPDXY t (18) lbd NAILS Misc. Dormer Knee Wall Attachment Details SEE FLR PLN FOR HDR SIZE NOTE: AT 2x WALLS THAT ARE WIDER THAN 2x4 t 4-0131 x 3 1/2" R5 F EMBED A.B. 5" (MIN.) INTO MASONRY KO. FASTEN HEADER PER HDR WINDOW SEE FLOOR PLAN FOR SIZES $ 2 SCALE: NTS SCALE: NTS DETAIL "J/52" WHERE THE HEADER IS N T FULL WI TH FILLED CELL OCCURS BELOW SEE TRUSS SHEET 2x TOP PLATE SEE TRUSS SHEET Non -Load Brn .Location T FOR STRAPPING CONT. FOR STRAPPING GYP. BOARD RETURN TRIM VARIES - SEE ELEVATIONS 1/16" MIN. A.P.A. .Header RATED SNTG. PRE-ENGINEERED PRE-ENGINEERED SILL ROOF TRUSS. 2X 9 16" O.C. ROOF TRUSS. 1/2" GYPSUM BOA INSUL. PER ENERGY CALCS. 2x BOTT. PLATEPRECAST , CONT. CONCRETE LINTEL. SEE lm" x 1/2" DIA. "J" 1/16" APA RATED SHEATHING NAIL FLOOR PLAN BOLT a 24" O.C. PER SCHEDULE, MIN. 16d 6" O.C. FOR MORE INFO. 1/4"X 3 1/2" NOTE: 4" CONC SLAB2X SEE FND. PLAN Pt SOLE PLATE POCKET MASONRY SCREW "TYPICAL AT 9 &ll O.C. ALL LOAD SLIDING DOOR PRECAST 0.131 x 3 I/2" BEARING SYP. COMPONENTS, *I _ ELEV 0'-0" TOP OF SLAB CONC RE EE TE 6 4" O.C. GRADE SHALL — — _ FOOTING SEE — -, A. FLOOR PLAN POCKET 28x4 FOR 2 �R FOUNDATION PLAN FOR MORE INFO. SLIDING DEPTHS FOR SIZES 4 MORE DOOR GREATER THAN INFO. 2x4, "2 GRADE OR BETTER MAY Typical Ext. Frame Wall Section MATERIAL x A FOOTING SEE FOOTING SEE MAY S 2 SCALE: NTS FOUNDATION FOUNDATION BE 02 GRADE. PLAN FOR SIZES d MORE 4"GONG. SLAB. SEE FOUND. PLAN FOR SIZES d MORE UN.O.' INFO. PLAN 4"GONG. SLAB. INFO. SEE FOUND. 2x8 LEDGER W/ 2x8 LEDGER W/ PAVERS OR PAVERS OR PLAN 4-0.131 x 3 1/2" w (12) NAILS BRACING 48 O.C. ON TOP OF 2X4 RAT RUN 4-0.131 x 3 1/2 BLOCKING -s P E DER SUCH THAT ONE OR BOTH OF THE TOP PLATES 15 PANEL EDGES w/ 4" CONC. (3)16d TOENAILS RAT RUNS FOR 4 TRUSS SPANS BRACING 9 48" O.C. ON TOP 4" CONC. SIMP50N SPI w/ ELIMINATED TO MAINTAIN THE FULL FASTEN WALL DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING 10-10d NAILS EA. BRACING. g 48" STUD >11 R.S. NAILS • EACH STUDS OF BOTT. • AT OPENINGS Y-6" TO 5'-2" IN PLYWOOD O EXTEND PAST RS. NAILS m EACH STUDS SIMPSON 61*4 w/ O.G. ON TOP OF 6-10dxl 1/2 NAILS SLAB CHORD FOR 4 WIDTH, (2) CRIPPLES t (I) KING IS REQUIRED ON EACH SIDE OF THE SLAB SUBSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE PER MANUFACTURER'S BOTT. CHORD DK/PK REVISIONS TRUSS SPANS HEADER FLOOR TRUSSES X E.O.R. WHEN THE TOP PLATE IS HANGER TO FRAMING ONLY. NUMBER OF DIAD. MEMBERS WOOD TRU55ES ATTACHED W/ — :. ELIMINATED THE SPH4 CONNECTORS ' SPANS BUCKS TO BE ATTACHED TO CMU PER 2-1(od 9 EA. IN WIDTH, (2) CRIPPLES E (2) KINGS PRE -ENG. WOOD SHOWN AT THAT LOCATIONS ARE NOT PROVIDE BE 5IMP50N 2X4 BLOCKING s TRUSS JOINT . • ;: '_ = L=- NECESSARY. ALL OTHER STRAPPING DOUBLE SILL AT SHALL APPLY, AND ANY TRUSS Z • '� ' + WINDOW/SHEATHING ATTACHMENT 6 24 O/C W/ 3-0.131 x • ANY DIFFERING NOTATIONS FOR FLOOR TRUSSES PROHIBITS 2X THICKNESS @ CENTER OF R.S. s EA. TRU-55 OR LSSLI 3 1/2" RS. Lu d • - pp SHALL ATTACH DIRECTLY TO HEADER ° -. JOINT W N �Ln HANGER TO PRE -ENG. BE SIMPSON EDGES OF OPENING. ALL TAPCON5 TO HAVE THE PLAN SET SHALL CONTROL. PRE-ENGINEERED 5IMP50 MIN. WQ 00 U �= °� Lri r WOOD ROOF LUS, LSU, OR _ TRUSS ROOF 1/2 HIGH CONNECTOR CONNECTOR R CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail TRUssEs LsSu MIN. W/4 -8d X 1 1/2 (ON CONC. SLAB) SIMPSON HTT4 BLOCKING/RUNNERS BELOW . J � f., INTO BLOCKING W/ (1) 5/8"x8" ATR JN SIMPSON SET MASONRY WALL + `� META 12 24"O.C. d 4-8d X 11/211 INTO TOP EPDXY t (18) 16d NAILS INTERIOR (ON SECOND FLOOR) FOR ROUGH $-2 SCALE: NTS S-2 SCALE: NTS PLATE AT INTERIOR LOAD BEARING OPENINGS 00VE 5'-m" ONLY lU SIMPSON HTT4 W/ (1) AREA WALLS WITH NO UPLIFT, 5/8 ALL HREAD ROD SET IN U 2x8 LEDGER W/ Q DATE 03-08-18 INTERIOR PLYWOOD TO EXTEND TO SIMP50N SET EPDXY t (18) lbd NAILS SEE FLR PLN FOR HDR SIZE NOTE: AT 2x WALLS THAT ARE WIDER THAN 2x4 t 4-0131 x 3 1/2" R5 EMBED A.B. 5" (MIN.) INTO MASONRY KO. BOTTOM OF WALL OTHERWISE NOTED FOR ROUGH OPENINGS UNDER SIMPSON 5PH4 wl II WHERE THE HEADER IS N T FULL WI TH NAILS m EACH AREA 5'-0" (1) SIMPSON CSI6 OR (U NAILS EACH 16" O.G. (CAN OF THE WALL, ADD 2x PAD BLOCKING 6 FLOOR TRU55MSTA24 w/ 22-10d NAILS - NOT GO OVER SHEATHING) 16" O.C. RIPPED DOWN SUFFICIENT TO (FIELD VERIFY 2x8 LEDGER W/ CENTER ON HEADER UN.D. (II FLUSH THE HEADER TO WIDTH t ALLOW WITH TRUSS 4-0.131 x 3 1/2° NAILS EA. 51DE INTO CRIPPLE THE INSTALLATION OF THE SPH LAYOUT R5. NAILS 9 STUDS) (UN.0) CONNECTORS ABOVE THE HEADER, t LOCATION) EACH STUDS FOR THE PROPER INSTALLATION OF THE CRIPPLE STRAPPING. AT 2x6 WALLS USE WITH FLOOR TRUSS WITH -OUT FLOOR SPH6 IN LIEU OF SPH4, AT 2x8 WALLS USE TRUSS FOR ROUGH OPENINGS OVER SPH8 IN LIEU OF SPH4, FOR WIDER WALLS ca Ledger Led er Detall 5'-0" USE (2) 51MP50N C516 USE SIMPSON CSI6 IN AN SPH G OR (2) MSTA24 (UN.0) CONFIGURATION. ATTACH PAD BLOCKING SIMPSON PROVIDE w/ (3) 0.131 x 3 1/2" NAILS TO HEADER MIN. S 2 SCALE:NTS "2x " KING STU L530 OR DOUBLE EBOTT. UN.O." EQ TYP' PLAOPETNINGS OVER WHEN NECESSARY TO MAINTAIN PROPER SPECIFICATION FOR KINGS t CRI PLES6 -2 , TYP. CLEARANCES FOR THE WINDOW/DOOR 2X4 CROSS 7TH€ -0 G ALT APPLY . WITHIN AN To OPENING, IT IS ACCEPTABLE u SET rHE H A SCALE: NTS $-2 SCALE: NTS SIMPSON L5TA12 m FROM END OF BUCK (TYP. ALL 2X WINDOW EACH STUD OR EQUIV. BUCK ATTACHMENT-) 2-2"x4" BLOCKING WITH 4-16D COM TOENAILS ® EACH END 2x8 PT VERTICAL (ABV) m WALL TO BE ATTACHED w (12) NAILS BRACING 48 O.C. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO Y-6" (1) BLOCKING -s P E DER SUCH THAT ONE OR BOTH OF THE TOP PLATES 15 PANEL EDGES w/ 2X4 RAT RUN (3)16d TOENAILS RAT RUNS FOR 4 TRUSS SPANS BRACING 9 48" O.C. ON TOP CRIPPLE t (1) KING IS REQUIRED ON EACH SIDE OF THE HEADER SIMP50N SPI w/ ELIMINATED TO MAINTAIN THE FULL FASTEN WALL DEPTH HEADER SPECIFIED IN THE PLAN SHEATHING 10-10d NAILS EA. BRACING. g 48" STUD >11 L OF BOTT. • AT OPENINGS Y-6" TO 5'-2" IN BELOW HDR (2 11 ® 3" SET. IT IS NOT ACCEPTABLE TO O.G. ALL AROUND SIMPSON 61*4 w/ O.G. ON TOP OF 6-10dxl 1/2 NAILS REVISIONS CHORD FOR 4 WIDTH, (2) CRIPPLES t (I) KING IS REQUIRED ON EACH SIDE OF THE CONNECTION POINTS. SUBSTITUTE A LESSER DEPTH HEADER OPENING WITHOUT WRITTEN PERMISSION FROM THE PER MANUFACTURER'S BOTT. CHORD DK/PK REVISIONS TRUSS SPANS HEADER DK/PK' X E.O.R. WHEN THE TOP PLATE IS FOR 4 TRUSS FRAMING ONLY. NUMBER OF DIAD. MEMBERS WOOD TRU55ES ATTACHED W/ • AT OPENINGS GREATER THAN 5'-2" ELIMINATED THE SPH4 CONNECTORS ATTACHMENT POINTS PER MANUFACTURER 2X SPANS BUCKS TO BE ATTACHED TO CMU PER 2-1(od 9 EA. IN WIDTH, (2) CRIPPLES E (2) KINGS SPECS GIVEN IN THIS DETAIL. 2X TO 2X SHOWN AT THAT LOCATIONS ARE NOT PROVIDE ATTACHED W/ 2X4 BLOCKING s TRUSS JOINT ARE REQUIRED ON EACH SIDE OF THE HEADER = L=- NECESSARY. ALL OTHER STRAPPING DOUBLE SILL AT SHALL APPLY, AND ANY TRUSS Z 3-0.131 x 3 1/2 WINDOW/SHEATHING ATTACHMENT 6 24 O/C W/ 3-0.131 x • ANY DIFFERING NOTATIONS FOR OPENING OVER COMPONENTS ABOVE THE OPENING 2, TYP- PROHIBITS 2X THICKNESS @ CENTER OF R.S. s EA. TRU-55 3 1/2" RS. Lu CRIPPLES $/OR KINGS MADE ON CMU/WOOD FRAMING, WITH OR WITHOUT IX SHALL ATTACH DIRECTLY TO HEADER JOINT W N �Ln TOENAILS 3 EA. EDGES OF OPENING. ALL TAPCON5 TO HAVE THE PLAN SET SHALL CONTROL. Y w 5IMP50 0 WQ 00 U �= END Lri r (ON SECOND FLOOR) FOR ROUGH L530 O _ 1/2 HIGH CONNECTOR CONNECTOR R OPENINGS UNDER 5'-0" ONLY (I) SIMPSON EQ., TY CSI6 SPAN FLOOR 5Y5. TO STRENGTH OR W/4 -8d X 1 1/2 (ON CONC. SLAB) SIMPSON HTT4 BLOCKING/RUNNERS BELOW . J � 5/8" GYP. INTO BLOCKING W/ (1) 5/8"x8" ATR JN SIMPSON SET MASONRY WALL + `� META 12 24"O.C. d 4-8d X 11/211 INTO TOP EPDXY t (18) 16d NAILS (ON SECOND FLOOR) FOR ROUGH 2x FRAME WALL PLATE AT INTERIOR LOAD BEARING OPENINGS 00VE 5'-m" ONLY lU SIMPSON HTT4 W/ (1) WALLS WITH NO UPLIFT, 5/8 ALL HREAD ROD SET IN U ILS Q DATE 03-08-18 STRAPPING MAY BE Z SIMP50N SET EPDXY t (18) lbd NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY KO. OTHERWISE NOTED BLOCK SET OR SIMPSON MSTCM60 IF FILLED CELL OCCURS BELOW E Ext. Wall Con. Non -Load Brn .Location T Detail s2 .Header SCALE: NTS $-2 SCALE: NTS SIMPSON L5TA12 m FROM END OF BUCK (TYP. ALL 2X WINDOW EACH STUD OR EQUIV. BUCK ATTACHMENT-) 2-2"x4" BLOCKING WITH 4-16D COM TOENAILS ® EACH END 2x8 PT VERTICAL (ABV) m WALL TO BE ATTACHED % WITH 1/2" ANCHOR BOLT r24" O.C. TYP. Ix4 PT VERTICAL (BELOW),s WALL TO BE ATTACHED WITH ),General Irregular Window Attachment 1/4" x 2-1/4" TAPCON 9 12" O.C. OR PER MANUFACT. M SPECS. S 2 SCALE: NTS SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SKEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR SEE TRUSS 7/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE SYP) r_ rf - - FASTEN EA. STUD 11� ;1 ►1 11 1'1 •TO TOP PLATE w/ 0.2 SIMPSON SP2/ w (12) NAILS - -- F_ 1/211x 811 BLOCKING -s 1/2" x 8" PANEL EDGES w/ 1/2" x 5" EMBED (3)16d TOENAILS X d EA. END ... SIMP50N SPI w/ 5/8" x 5" EMBED 10-10d NAILS EA. 1IL STUD >11 L L J P CHORD NAILS 6 EA. BELOW HDR (2 11 REVISIONS SIMPSON 61*4 w/ NEW CODE UPDATES 6-10dxl 1/2 NAILS REVISIONS SIMPSON A356 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS DK/PK REVISIONS WINDOW ATTACHMENT POINTS TO 2X GEN NOTE REVISED DK/PK' MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAD. MEMBERS RELATIVE TO NUMBER OF REQUIRED IL. 30 p ATTACHMENT POINTS PER MANUFACTURER 2X woo? 3gzzZri V BUCKS TO BE ATTACHED TO CMU PER II SPECS GIVEN IN THIS DETAIL. 2X TO 2X E Z ZF w Z ATTACHMENT TO BE SIMP50N A35. KNEE II I! II WALL ABOVE ARCH NECESSARY ONLY PER Q Q W L TiI = L=- OPENING VARIATIONS. MIN. 2X BUCK FOR Z .u_ WINDOW/SHEATHING ATTACHMENT 6 F- Luw Lu uj - TOP/SIDES OF ARCH OPENING. IF ARCH TOP ucn PROHIBITS 2X THICKNESS @ CENTER OF oM ARCH, USE DIRECT ATTACHMENT TO Lu Z m CMU/WOOD FRAMING, WITH OR WITHOUT IX -i♦� BUCK, WITH 2X BUCK 9 EACH SIDE TO W N �Ln Z w 0 'Irr EDGES OF OPENING. ALL TAPCON5 TO HAVE Z Ll_ 0 Q �n Y w MIN. 1-1/4" EMBEDMENT. 0 WQ 00 U % WITH 1/2" ANCHOR BOLT r24" O.C. TYP. Ix4 PT VERTICAL (BELOW),s WALL TO BE ATTACHED WITH ),General Irregular Window Attachment 1/4" x 2-1/4" TAPCON 9 12" O.C. OR PER MANUFACT. M SPECS. S 2 SCALE: NTS SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" THIS SKEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATINGS/CODE. TYP. 16" FRAMING SPACING. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10d NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY CONTRACTOR SEE TRUSS 7/16" MIN. APA DOUBLE TOP PLATE SHEET FOR RATED SHEATHING (MIN. STUD GRADE SYP) r_ rf - - FASTEN EA. STUD 11� ;1 ►1 11 1'1 •TO TOP PLATE w/ 0.2 SIMPSON SP2/ SPH(o CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. At 2x8 WALLS USE SPH& CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP50N SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'5 ON EACH SIDE OF STUD TO Ll TOP PLATES. UN.O." w (12) NAILS - -- FULL DEPTH 1/211x 811 BLOCKING -s 1/2" x 8" PANEL EDGES w/ 1/2" x 5" EMBED (3)16d TOENAILS 10 EA. END ... SIMP50N SPI w/ 5/8" x 5" EMBED 10-10d NAILS EA. SPAN FROM STUD >11 OF BOTTOM FOR STUDS P CHORD NAILS 6 EA. BELOW HDR (2 11 REVISIONS SIMPSON 61*4 w/ NEW CODE UPDATES 6-10dxl 1/2 NAILS REVISIONS EA. STUD SPH(o CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. At 2x8 WALLS USE SPH& CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP50N SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'5 ON EACH SIDE OF STUD TO Ll TOP PLATES. UN.O." INSTALL 1/2 X 6 - -- SEEFOR 1/211x 811 1/2 x 5 EMBED 1/2" x 8" 1/2" x &" 1/2" x 5" EMBED NAIL PECS 10 `�``��o)III. O �� ... 5/8" x 8" 5/8" x 5" EMBED RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS MORE NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS 01 .. GEN NOTE REVISED DK/PK' W SPH(o CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. At 2x8 WALLS USE SPH& CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP50N SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'5 ON EACH SIDE OF STUD TO Ll TOP PLATES. UN.O." WALL. CMU WALL - SEE 2X PT = Y ! Lu B Structural Kneewall FLOOR PLAN FOR BOTTOM = -.0 o $ 2 SCALE: NTS MORE INFO. PLATE i z EDGES (SEAMS OF SHEATHING) L Non-Brn . Frame Down Header Detail - $ 2 Multiuse SCALE: NTS C. BLOCKING SEAM FOR WALL, PANEL SHEATHING CLIP FOR ROOFS TONGUE 4FIELD FOR FLOORS "J" 5OLT REPLACEMENT CHART: • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVERSE IS NOT APPLIC,45LE. FOR FRAME TO SLAB APPLICATION ONLY. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED i APPROVED BY E.O.R. IN WRITING. "J" BOLTS INSTALL 1/2 X 6 - -- 1/2'x (oil 1/211x 811 1/2 x 5 EMBED 1/2" x 8" 1/2" x &" 1/2" x 5" EMBED NAIL PECS THREADED ROD IN SIMP50N SET EPOI V-0" O.C. (MAX) CENTERED ON `�``��o)III. O �� ... 5/8" x 8" 5/8" x 5" EMBED RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND WALL. CMU WALL - SEE 2X PT = Y ! Lu B Structural Kneewall FLOOR PLAN FOR BOTTOM = -.0 o $ 2 SCALE: NTS MORE INFO. PLATE i z EDGES (SEAMS OF SHEATHING) L Non-Brn . Frame Down Header Detail - $ 2 Multiuse SCALE: NTS C. BLOCKING SEAM FOR WALL, PANEL SHEATHING CLIP FOR ROOFS TONGUE 4FIELD FOR FLOORS "J" 5OLT REPLACEMENT CHART: • THE FOLLOWING "J" BOLTS CAN BE REPLACED WITH THE CORRESPONDING BOLTS. THE REVERSE IS NOT APPLIC,45LE. FOR FRAME TO SLAB APPLICATION ONLY. • NOTE : THE STRENGTH OF THE CONCRETE SHOULD BE MIN. 2500 PSI. SUBSTITUTION OF "J" BOLTS WITH EXPANSION BOLTS IS NOT PERMITTED. • FOUNDATION PAGE TAKES PRECEDENCE. • ALL OTHER BOLT OPTIONS MUST BE REVIEWED i APPROVED BY E.O.R. IN WRITING. "J" BOLTS tITEN Hp BOLTS THREADED ROD SET IN SIMPSON SET EPDXY 1/2'x (oil 1/211x 811 1/2 x 5 EMBED 1/2" x 8" 1/2" x &" 1/2" x 5" EMBED 5/8" x 6" - 5/8" x 6" - - - 5/8" x 5" EMBED 5/8" x VI 5/8" x 8" 5/8" x 5" EMBED TYPICAL NAILING 5CHEDULE Pig 0 HIGH WIND TO ENGINEER PRIOR TO 5TARTIN6 ANY v4ORK. NAIL SHEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" RS. RING 5HANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" ENGINEERING, LLC, OR ANY CONSTRUCTION ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK' o O W Z LljN10 �ZO� wO�nc7� IL. 30 p W a woo? 3gzzZri V II E Z ZF w Z = C7 W 2 H mQ Z w O II I! II J Q Q W L TiI = L=- UW}'wv vi Lu =UU Z—wN1 V1 Z .u_ Q F- Luw Lu uj - oo a � ucn oM Lu I Ln Lu Z m CL00 -i♦� W H p CO Cn e>� Lu N �d;O W N �Ln Z w 0 'Irr o_ k Z Ll_ 0 Q �n Y w Z X m 0 0 WQ 00 U ¢ LL Wg Lri r _ > `I`0 0 4� • �� . J � Q` o' TYPICAL NAILING 5CHEDULE CONTRACTOR TO VERIFY ALL DIMENSIONS HIGH WIND TO ENGINEER PRIOR TO 5TARTIN6 ANY v4ORK. NAIL SHEATHING BOUNDARY EDGE FIELD ROOF 0.131 x 2 1/2" RS. RING 5HANK 1/16" 4" 6" 6" WALL 0.131 x 3" COMMON COMMON 1/16" 3" 4" 6" FLOOR 0.131 x 31/2" COMMON COMMON 3/4" ENGINEERING, LLC, OR ANY CONSTRUCTION ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0280" MIN.) THE EXPRE55 APPROVAL OF VORTEX NOTE: - ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED m RIDGE OR HIP. 6 12" OR LESS USE LUMBER ONLY - BLOCKING 2"x4" FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. GYPSUM STANDARD SCREW/NAILING ACCEPTABLE PATTERNS AND ATTACHMENTS: • 1/2" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-1/2" GALV. ROOFING NAIL OR 1-1/4" TYPE W OR S SCREWS ,@ 1" O.C. ALONG ALL SUPPORTS, MIN. • 1/2" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-1/2" SCREWS AT 6" O.C. ALONG EDGE AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. • 5/6" GYP. ON 16-24" O.C. WOOD STUD WALLS AND FURRED MASONRY ATTACH WITH 1-3/4" GALV. ROOFING NAIL OR 1-5/8" TYPE W OR S SCREWS m 1" O.C. ALONG ALL SUPPORTS, MIN. • 5/8" GYP CEILING ON 24" O.C. MAX. FRAMING ATTACH WITH 1-5/8" SCREWS AT 6" O.G. ALONG EDGES AND 12" O.C. IN FIELD AT INTERMEDIATE SUPPORTS, MIN. ,-N�Typical Nailing Schedules Floor, Roof, Wall' 2 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY v4ORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRE55 APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK' o O W Z LljN10 �ZO� wO�nc7� IL. 30 p W a woo? 3gzzZri V E Z ZF w Z = C7 W 2 H mQ Z w O LL O E~ O J Q Q W L TiI = L=- UW}'wv vi Lu =UU Z—wN1 V1 Z LL'4, >w Q L'_ Z5 cr Q F- Luw Lu uj - oo a � ucn oM Lu I Ln Lu Z m CL00 -i♦� W H p CO Cn e>� Lu N �d;O W N �Ln Z w 0 'Irr o_ k Z Ll_ 0 Q �n Y w Z X m 0 0 WQ 00 U ¢ LL Wg Lri � ro 0 > `I`0 0 4� • �� . J � Q` o' U ILS Q DATE 03-08-18 SCALE NOTED DRAWN MK/7'0K JOB - Sheet content: Structural Details Sheet number: 52 Y OR 8'-0" P1/N. M»C tA1/_IV. It=flC I-% .. OVERLAP TRUSS 13 APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (UXO) 3 0.131 x 3" COMMON SEE TABLE FOR NAILING 4-0.131 x g 16 O.C. SCHEDULE SPLICE 3 1/2" COM. DOUBLE TOP 4-0.131 x 3" PLATE COMMON aaa 3-0.131 x 3" COMMON `` ai EA: SIDE OF JOINT 0.131 x 3 DOUBLE STUD ' 4-0.131x 3" 1/2" COM. STUDS a 16" o.c. COMMON / g 16" o.c. W.131 BOTT. TE 2-0.131 x 3" /� T COMMON / - / �r' 2-0.131 x 3 1/2" COM. q x 3 1/2" M. SEE TABLE BELOW DOUBLE STUD CONDITION FOR LAPSPLICE TOP PLATE FA5TENER5 5-0.131 x 31/2" COM. 2-0.131 X 3 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) APA RATED NAILING a SPLICE ' 36" 2-ROW5 0.131 x 3" 63"O/C SHEATHING. SEE 2x4 m 16" c.c. REPEATED 46" O.G. TYP. 16 O.C. CEILING JOISTS. JOISTS TO BE PER NOTE *1 p NAILING SCHEDULE APA RATED 1'-0' TYP. Mason Gable End „ tAPCONS m 6 O.G. MAX. NOTES : ,L TABLE FOR SHEATHING. SEE MQX NAILING SCHEDULE ; S 3 SCALE: NTS e 2x4 WD CONST. --► Lu ATTACHMENT. U.N.O. FLASHING ALL-AROUND 111 SIMPSON LSTA12 STRAP 46" O.C. s TABLE FOR ATTACHMENT. U.N.O. (1) SIMP50N L5TA12 In Tj STUDS BELOW SADDLE SEE NAILING APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM STRAP 48" O.C. • • ATTACHED TO • • STUD USE (1) ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. WITH (4) 0.131 X 3-1/2" NAILS TO EA. STUD ALL AROUND CUT OUTSIDE EDGE TRUSS Zx4 BLOCKING ll) SIMPSON LSTAl2 I/2" CEILING GYP BD W/ 5d PERIMETER IF ABUTTING PLUMB TO ALLOW SOLID CONNECTION BOTTOM ATTACHED W/ (TYP) OR COOLER NAILS 1" O.C. OR MASONRY USE P.T. SYP *2 (l) 51MPSON LTA2 CHORD (2) 0.131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA BRACE- 48" O.C. ATTACHED 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM TO SIMPSON'S INSTRUCTIONS 4 TO BOTTOM CHORD ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" EACH END, 9 (0" O.C. MASONRY WALL) • THROUGH OTHER STRAPPING/CONNECTORS. OF GABLE UNO. CONTINUOUS Less Than NAILS EACH END I/2" GYP BD FROM MASONRY WALL) NOTE: CROSS BRACING 4 O 8 MASONRY WALL W/ll) *5 REBAR sum 6O M ALL BLOCKING TO BE AC� Uj f_ M CONT. IN KNOCKOUT FLAT OR CATHEDRAL REPEATED 48" O.C. TYP. H p COURSE W 00 M W N R Ct O nn . . DEPTH AS RAFTERS (PT AT MASONRY LLr-, Z�N Expanded Blocking Information Dia ram 01= $ 3 SCALE: NTS CONTACT). E Fireplace Chase Detail PLAN FOR SIZING OF STUDS PRE-ENGINEERED TRUSSES 9 24" O.C. $ 3 SCALE: NTS B M»C tA1/_IV. It=flC I-% .. OVERLAP TRUSS 13 APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. (UXO) 3 0.131 x 3" COMMON SEE TABLE FOR NAILING 4-0.131 x g 16 O.C. SCHEDULE SPLICE 3 1/2" COM. DOUBLE TOP 4-0.131 x 3" PLATE COMMON aaa 3-0.131 x 3" COMMON `` ai EA: SIDE OF JOINT 0.131 x 3 DOUBLE STUD ' 4-0.131x 3" 1/2" COM. STUDS a 16" o.c. COMMON / g 16" o.c. W.131 BOTT. TE 2-0.131 x 3" /� T COMMON / - / �r' 2-0.131 x 3 1/2" COM. q x 3 1/2" M. SEE TABLE BELOW DOUBLE STUD CONDITION FOR LAPSPLICE TOP PLATE FA5TENER5 5-0.131 x 31/2" COM. 2-0.131 X 3 TOP PLATE FASTENER SCHEDULE (EXTERIOR WALL) LAPSPLICE NAILING a SPLICE ALL OTHER NAILING 36" 2-ROW5 0.131 x 3" 63"O/C 0.131 x 3' is 8' O/C DOUBLE BFL L 0.131 x 3 1/2" COM. TOATE 16" o.c. 3-0.131 x 3 y -2 -0.131 x 3 1/2" COM. 1/2 "COM. SECURE RIDGE BEAM TO CLEAT W/ P PT BOTT. PLATE (4) 16d TOENAILS EACH SIDE 2x4 COLLAR TIE MID -HEIGHT tv 4 ERNAFTER PROVIDE (5) 16d NAILS EA TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) LAPSPLICE NAILING s SPLICE ALL OTHER NAILING 24" 2 -ROWS 0.131 x 3" 0 6" 0/C 0.131 x 3" a 8" 0/C 4 STUD CORNER SINGLE STUD CONDITION (1) 6IMP50N M5TA36 RUNNING ALONG THE EXTERIOR SIDE OF THE TOP PLATE CENT=R= CONTINUE SHEATHING BELOW AT CORNER MAY BE 6 CONVENTIONAL FRMG 6 ATTACHED 2x4 "1" BRACE OR LSTA12 PREFAB ROOF STRUCTURES WHICH ARE ONLY TRUSSES ® PARTIALLY ENCLOSED SUCH AS ENTRYWAYS 4 PORCHES 24" O.C. RACING NOS=S' APPLIED OVER SHEATHING. 0.131 x 3" COMM. 116" O.C. 41-011 41 01' 1 12d COM. m - 2x4 BLOCKING ATTACHED 1/2" CEILING GYP BD w/ 5d I. ALL RAFTERS SHALL BE *2 SOUTHERN YELLOW PINE m 24" O.C. MAX. SECTION SIZE SHALL 12" O.C. 4-166 COM. w/ (2) 0.131 x 31/2" TOENAILS_ COOLER NAILS 1" OC. OR BE DEt==MIN=D ACCORDING TO THE L=NGTH OF SPAN AS FOLLOWS: EACH END (UN.0) EQUAL, DIAPHRAGM AREA (4 BAY 2-Sd COM. UP t0 4'-0"---- 2X4 12'-0" TO 15'-0" ---- 2X10 OR 8 FEET FROM MASONRY WALL) - 4'-0" TO 8'-0" ---- 2X615'-0" TO 18'-0" ---- 2X12 q �° 2-2"x4" W/1/2" PLYWD. - 8'-0" TO 12'-0" ---- 2X8 AY BE TURNED 2X4'5 4 S F Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE *2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) �, d FLATWISE SO NO S 3 (F« Illustration Only) SCALE: NTS : LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2xI2 FOR 2x12 RAFTERS. SPACER IS NEEDED. 3. CLEAT SHALL BE A *2 SOUTHERN YELLOW PINE 2x10. It SHALL BE FASTENED AS SHOWN W/ �16d COM. ID 8" O.C. APA RATED SHEATHING SEE SIMPSON MSTA24 T=NSION STRAPS m =ACH T USS USIN 14 S INS A 10d COM. tv 12" o.c. 5IMP50N SPH4/6/8 OR SIMPSON SDWCI5600 FROM STUD TO TOP PLAT= 0.131 x 3 1/2" COM. m 8" O.C. R G l ) 10d NAIL T LL THE SEE NAILING NAILING SCHEDULE TABLE FOR 2x4 DIAGONAL ATTACHED STRAP BY CUTTING A HOLE INTO THE SHEATHING 6 EACH SIDE OF TRUSS 4 THREADING 4-16d COM. ;A 5IMPSON MSTCM 60 SCHEDULE TABLE ATTACHMENT. U.N.O.UJ/(4) 0.131 x 3 1/2" NAILS tv THE U -SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. MAY BE SUBSTITUTED FOR SIMPSON HTT4 W/ FOR ATTACHMENTS INTERSECTING BLOCKING INT. HEADER (NON-BEARING) AN HTT4 WHERE LOCATION 5/8" DIA A.B.• 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT320 W/ ( 20) 10d ALIGNS WITH A FILLED -0. NAILS FOR 2xI2 RAFTERS, 06) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 CELL ,,,,4„ ,u, , ," �,. �� „ -1 „L , „ .,, ,w, , , - M�4x RAFTERS WITH SPANS OF 4'-0" OR GREATER 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" RE -ENGINEERED SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. 16. PER JOINT BRACING APA RATED SHEATHING. ,, �� SEE NAILING SCHEDULE TRUSSES 9 24 O.C. 5. SECURE RAFTERS TO RIDGE BEAM U51NG SIMPSON LSSU210 SLOPING HANGER W/ (10) 10d General Wood Attachment Details TABLE FOR ATTACHMENT. NAILS INTO RIDGE BEAM 4 ('1) 10d x 11/2" NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 10d P 4 STUD CORNER A Truss Bracing Overlap Detail U.N.O./2" CEILING GYP BD W/ 5d RESPECTIVELY FOR 2x10 RAFTERS. USE L561.128 W/ (10) 10d 4 (5) 10d x 11/2" FOR 2x8 S3 scALE:Nrs STRAPPNG Arlal S 3 SCALE: NTS COOLER NAILS i O.C. EQUAL; RAFTERS. USE LSU26 W/ (6) 10d 4 (5) 10d x 11/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) OR GREATER 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE (1) 5IMP50N L5TA12 BEAM W/ (8) 10d NAILS. STRAP 48" O.C. 6. WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INTERIOR♦♦ (1) SIMPSON HEtA20 INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT AREA VOLUME Off• • • . SEE FLOOR PLAN FOR SEE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. : LENGTH 4 WIDTH 48" O.C. ATTACHED t0 EXPANDED 0.131 x 3 1/2 TOENAILS EACH END,00 BOTTOM CHORD OF BLOCKING _ + i � co LO DBL TOP PLATE FASTEN CAP TO CHASE w/ GABLE DETAIL (TYP) ��10 Valle Set Attachment Detail (u MSTA30 AT E1/ERY f 0.131 x 3 1/2" R.S. NAILS 6 12" FLAT OR CATHEDRAL OCHER STUD 132 O.C. $ 3 SCALE: NTS PRE-ENGINEERED PRE -ENGINEER= • O.G. ALL-AROUND 8" MASONRY WALL WKI) *5 1/2" GYP BD WOOD ROOF WOOD ROOF MAX.) FROM UPPER STUD �� REBAR CONT. IN •� TRUSSES TRUSSES TO LOWER TOP PLATE �% •.. 10 KNOCKOUT COURSE NOT=: GROSS BRACING 4 INSTALL SIMPSON LUS24 INTERIOR WRAP TOP PLATE AS ��i� A WALL SHEATHING ALL K KN==WALL NEED;=D FOR FULL / NILED PER SYP 8'-0" BLOC INC TO BE SCUDS � MIN. MIN. EA. SIDE OF THE 101/5-2 DBL 2X4 2x4 m 16" c.c. REPEATED 46" O.G. TYP. 16 O.C. CEILING JOISTS. JOISTS TO BE PER NOTE *1 p PLATE CONI. � 8 -0 (MAX.) ' APA RATED 1'-0' TYP. Mason Gable End „ tAPCONS m 6 O.G. MAX. NOTES : ,L W/ 5IMP50N PT520 6 32" SHEATHING. SEE MQX NAILING SCHEDULE ; S 3 SCALE: NTS e 2x4 WD CONST. --► Lu O.G. OR CS16 TO ALIGNING FLASHING ALL-AROUND 111 SIMPSON LSTA12 STRAP 46" O.C. s TABLE FOR ATTACHMENT. U.N.O. g 16" O.C. CD4 In Tj STUDS BELOW SADDLE SEE NAILING APA RATED SHEATHING. SEE NAILING ATTACH THE CEILING FRAM 2x6 SOLE PLATE- • • ATTACHED TO • • STUD USE (1) ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABLE FOR ATTACHMENT. U.N.O. WITH (4) 0.131 X 3-1/2" NAILS TO EA. STUD ALL AROUND CUT OUTSIDE EDGE 1x4 MIN. BRACING W/(3) 0.131 x APPROVED PLANS FOR SH=ATHING ATTACHMENTS PERIMETER IF ABUTTING PLUMB TO ALLOW SOLID CONNECTION CS 16 TOP �� 31/211 NAILS m INTERSECTING MASONRY USE P.T. SYP *2 PLYWOOD TO EXTEND TO AREA E NAILING. IF STUDS ALIGN, BOTTOM OF WALL INSTALL (U STRAP SHALL EXTEND MSTAM24 AT EVERY STUD (16" STRAP EACH FROM UPPER STUD TO O.C. MAX.) EMBED STRAP TRUSS (SEE L LOWER STUD. PLAN) AT EACH TRUSS (Extended Bottom Chord Attachment Details w/ SHEATHING FASTEN CHORD t0 SYP 8'-0" 2x4 is 16" o.c. 8'-8" 2x4 DIAGONAL ATTACHED W/(4) 0.131 x LEDGER AND ATTACH TO MASONRY W/ 1/4" DIA. X 3" 2x4 m 16" c.c. V-4" 2x6 6 16" Oz. 10'-0" TO ROOF SHEATHING CHIMNEY EA. APA RATED 1'-0' 1I 3 1/2 NAILS m „ tAPCONS m 6 O.G. MAX. NOTES : 1/2 GYP BD FLAT OR CATHEDRAL / BLOCKING w 1/4" x 5" WOOD SCREWS m 4' CORNER SHEATHING. SEE MQX NAILING SCHEDULE • AND/OR WHEN e GABLE INTERSECTING BLOCKING 1. ALL CEILING FRAME TO BE AS PER TABLE 111 SIMPSON LSTA12 STRAP 46" O.C. O.G. ALL-AROUND TOP CHORD ENG. TRUSSES 24: O.C. TABLE FOR ATTACHMENT. U.N.O. REVISIONS e NOTE: GROSS BRACING 4 DK/PK 2. FOLLOW NAILING PATTERN FROM THE SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS • • ATTACHED TO • • STUD USE (1) DK/PK WKI) *5 REBAR CONT, IN KNOCKOUT COURSE ALL BLOCKING TO BE REPEATED 48" O.C. TYP. GEN NOTE REVISED 1x4 MIN. BRACING W/(3) 0.131 x APPROVED PLANS FOR SH=ATHING SIMPSON SPH4 SP2 lU EACH END LSTAl2 EACH END OF "L° �� 31/211 NAILS m INTERSECTING 1/2" CEILING GYP BD W/ 5d COOLER NAILS 7 O.C. ATTACHMENT. 3. WHEN INSTALLING SIMP50N PRODUCTS REFER W a. LU Woo=gozLn, V 2x6 BLOCKING FASTENED TO BRACE- WEBS 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO TYPICAL HIOA CONFIGURATION, DO NOT NAIL OR EQUAL, DIAPHRAGM TO SIMPSON'S INSTRUCTIONS 4 m H WO W F- LQ w7) O O ROOF SHEATHING FRAMING w 4-0.131 x 3 1/2" cla >-W LL BOTTOM PLATE 4 SE • THROUGH OTHER STRAPPING/CONNECTORS. L L. AREA (4 BAY OR 8 ft SPECIFICATIONS. Less Than NAILS EACH END 2x4, 2x6, FROM MASONRY WALL) 4. ALL LEDGERS TO BE 2X 5YP *2 AND SAME T Frame Down CI O sum 6O M AC� Uj f_ M OR 2x8 v Z N M N a M H p W 00 M W N R Ct O nn . . DEPTH AS RAFTERS (PT AT MASONRY LLr-, Z�N Y C7 O.C. SEE FLOOR 01= $ 3 SCALE: NTS CONTACT). __j _j Fireplace Chase Detail PLAN FOR SIZING OF STUDS PRE-ENGINEERED TRUSSES 9 24" O.C. r 0 > `D B FLAT OR CATHEDRAL S 3 scALE: Nrs 2x BLOCKING W ALL (l) SIMPSON H10A OR HTS16 SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. NOTE: CROSS BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRUSS SCHEDULE TABLE FOR ATTACHMENT. H TYP. Frame Wall Gable End REPEATED 48" O.C. TYP. ENGINEERING U.N.O. S-3 SCALE: NTS 1'-0• M,4X APA RATED PRE-=NGIN24" � APA RATED SHEATHING. SEE NAILING SHEATHING. SEE TRUSSES g 24 NBRACED WALL HEIGHT SYP 8'-0" 2x4 is 16" o.c. 8'-8" 2x4 0 16" o.c. V-0" 2x4 m 16" c.c. V-4" 2x6 6 16" Oz. 10'-0" 2x6 tv 16" o.c. NAILING SCHEDULE O.C. � SCHEDULE CARL= FOR ATTACHMENT. N 142 mph MAX., Ex C. Enclosed Exterior- Frame Wall Table .CABLE FOR o U.N.O.IL At-rACHMENT UN O -, $.3 SCALE: NTS OMPRE5510N WEB 6p SLOPING OR VERTICAL WHEN TRUSS 4 STUD ARE ALIGNED SIMPSON TWIST STRAP TYPE CONNECTOR ONTINUOUS PERMANENT LATERAL (HTS/MTS) MAY BE BRACE (CLB) NAILED TO TRUSS 4 STUD - TOENAILS EACH DIAPHRAGM AREA (4 TO ENGINEER PRIOR TO STARTING ANY WORK. BELOW. NO SPH4 IS EE DETAIL A RETURNED UPON COMPLETION OF THE HEtA 20 g 48" O.C. ATTACHED TO DROPPED GABLE END FOR BAY OR 8 ft FROM MASONRY WALL) WITHOUT WRITTEN APPROVAL OF VORTEX NEEDED 10 THIS STUD. NOt ALIGN=D WITH A TRUSS ON THIS SHEET (TYP) BOTTOM CHORD OF 1/2 GYP BD FLAT OR CATHEDRAL ---PERMANENT DIAGONAL BRACE 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB NOTE: "AT 2x6 WALLS USE SPH6 • AND/OR WHEN OUTRIGGER GABLE FOR ADDITIONAL CONDITIONS. REVISIONS 111 SIMPSON LSTA12 STRAP 46" O.C. CONNECTORS IN LIEU OF 2x4 BLOCKING 1/2" CEILING GYP BD W/ ATTACHED W1(2) 5d COOLER NAILS 7 0.131 x 3 1/2" R.S. O.C. OR EQUAL, REVISIONS '; $.3 SCALE: NTS OMPRE5510N WEB 6p SLOPING OR VERTICAL WHEN TRUSS 4 STUD ARE ALIGNED SIMPSON TWIST STRAP TYPE CONNECTOR ONTINUOUS PERMANENT LATERAL (HTS/MTS) MAY BE BRACE (CLB) NAILED TO TRUSS 4 STUD - TOENAILS EACH DIAPHRAGM AREA (4 TO ENGINEER PRIOR TO STARTING ANY WORK. BELOW. NO SPH4 IS WHEN STUD IS RETURNED UPON COMPLETION OF THE HEtA 20 g 48" O.C. ATTACHED TO ENE), UNO. BAY OR 8 ft FROM MASONRY WALL) WITHOUT WRITTEN APPROVAL OF VORTEX NEEDED 10 THIS STUD. NOt ALIGN=D WITH A TRUSS THE EXPRESS APPROVAL OF VORTEX BOTTOM CHORD OF 1/2 GYP BD FLAT OR CATHEDRAL ---PERMANENT DIAGONAL BRACE 1/2" CEILING NAILED TO OPPOSITE SIDE OF WEB NOTE: "AT 2x6 WALLS USE SPH6 • AND/OR WHEN 5 IGATIONS ACCOMPANY THESE GABLE FOR ADDITIONAL CONDITIONS. REVISIONS GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 CONNECTORS IN LIEU OF lS •. NOT DIRECTLY REVISIONS 8" MASONRY WALL NOTE: GROSS BRACING 4 DK/PK SHOULD BE REPEATED s APPROXIMATELY 20' INTERVALS. SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS • • ATTACHED TO • • STUD USE (1) DK/PK WKI) *5 REBAR CONT, IN KNOCKOUT COURSE ALL BLOCKING TO BE REPEATED 48" O.C. TYP. GEN NOTE REVISED 1x4 MIN. BRACING W/(3) 0.131 x CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN.OR SIMPSON SPH4 SP2 �� 31/211 NAILS m INTERSECTING FOR WALLS LARGER THAN OWWWOW zz I.- LD a7C (n W Sox 05 t= W a. LU Woo=gozLn, V WE WEBS 2x8, USE SIMPSON SPI'S ON EACH SIDE OF STUD TO TYPICAL HIOA CONFIGURATION, DO NOT NAIL =ZZzZZ r Q � p n W FO � 9 m H WO W F- LQ w7) O O - W cla >-W LL BOTTOM PLATE 4 SE • THROUGH OTHER STRAPPING/CONNECTORS. L L. Gable Section - For Gable Less Than CLB Dia onal Brace 20' Max Intervals Detail SP2'S ON EACH SIDE OF OF 5TUD„TOTOP PLATES. REFER TO CONNECTOR NOTES FOR FRAME TO °` TRUSS CONNECTIONS. o 0 Qm V UN.o. SCALE: NTS $ 3 SCALE: NTS $-3 4T_0�� High NOTE: SEE TRUSS LAYOUT FOR ANY ADDITIONAL Frame Wall Truss Connection Detail STRAPPING REQUIRED S-3 SCALE: NTS NOTES: I. ADJACENT NAILS ARE: DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2. ALL NAILS PENETRATE IT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION 3. FOR 4 -PLY, PROVIDE 1/4" DIA. X 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4. FOR 5 -PLY, PROVIDE 1/4" DIA. X 1" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 5. REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION SCALE: NTS (2) 2"x LAMINATIONS ATTACH w/ 0.131 x 3" R.S. NAILS STAGGERED 9 6" O.C. ALONG THE LENGTH OF THE COMPONENT r,,�Typ. Nailinq Schedule for NOTE: I. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED. 2 "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDE=D IT E=XTENDS OVER 6 LEAST 90% OF THE WEB_ (3) 2"x LAMINATIONS ATTACH w/ (2) ROWS OF 0.131 x 3" RS. NAILS 6 6" O.C. ALONG THE LENGTH OF THE COMPONENT, FOR COMPONENTS WIDER THAN 8" USE (3) ROWS. It -Up Columns � (4) 2"x LAMINATIONS ATTACH w/ SIMPSON SD525600 WOOD SCREWS STAGGERED 6 6" O.G. ALONG THE LENGTH OF THE MEMBER, FOR COMPONENTS WIDER THAN 8" USE (2) ROWS @ 6" O.C_ =AM S SCALE:NTS CONTINUOUS 204" 10'-0" SEE EXPANDED BOTTOM CORDBLOCKING BRACING IX4 DIAGRAM MIN, CLB DIAGONAL BRACE AS REQUIRED BY SCSI Q z Lu o z F LU Lu m k � TOP 4 BOTTOM CORD GABLE END. BRACING g R Gable & Clq Bracing Diagram 4'-0" O.C. MAX. FOR FIRST S 3 SCALE: NTS (4) ROWS OF TRUSSES NOTE. CONTRACTOR TO VERIFY ALL DIMENSIONS M FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GONSTRUGTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX 11 RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5 IGATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY !�IllN DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK lli ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK �� Q OR 0 0 �zoZ oaWo LLJ W cl/ OWWWOW zz I.- LD a7C (n W Sox 05 t= W a. LU Woo=gozLn, V WE W ZO J W ZOZQO�• �"- N M 00 =ZZzZZ r Q � p n W FO � 9 m H WO W F- LQ w7) O O - W cla >-W LL J O- wW V (.7ZQFin LU L L. V=V c7 Z� W VIN 00 W W Z= Q Q Q z W Q W Qd=, HWKn LU _ a< o 0 Qm V O sum 6O M AC� Uj f_ M w v Z N M N a M H p W 00 M W N R Ct O WN 3:Ln LLr-, Z�N Y C7 Z X� M O 01= LU __j _j xQ�00 vi LL d r 0 > `D .2� O' cc:¢ - O; O 11 v` til q) Q DATE 03-08-18 SCALE NOTED DRAWN MK/PDK JOB - al�■n��u■■��.Ea��d111 I o z F LU Lu m k � TOP 4 BOTTOM CORD GABLE END. BRACING g R Gable & Clq Bracing Diagram 4'-0" O.C. MAX. FOR FIRST S 3 SCALE: NTS (4) ROWS OF TRUSSES NOTE. CONTRACTOR TO VERIFY ALL DIMENSIONS M FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY GHANGE5 TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY GONSTRUGTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX EN(5INEERNG, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5 IGATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Q OR 0 0 �zoZ oaWo LLJ W cl/ OWWWOW zz I.- LD a7C (n W Sox 05 t= W a. LU Woo=gozLn, V T-1 W ZO J W ZOZQO�• �"- N M 00 =ZZzZZ r Q � p n W FO � 9 m H WO W F- LQ w7) O O - W cla >-W LL J O- wW V (.7ZQFin LU L L. V=V c7 Z� W VIN 00 W W Z= Q Q Q z W Q W Qd=, HWKn LU _ a< o 0 Qm V O sum 6O M AC� Uj f_ M w v Z N M N a M H p W 00 M W N R Ct O WN 3:Ln LLr-, Z�N Y C7 Z X� M O 01= LU __j _j xQ�00 vi LL d r 0 > `D .2� O' cc:¢ - O; O 11 v` til q) Q DATE 03-08-18 SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: 53-142 NOTE: "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF SPH4 CONNECTORS SHOWN. eD5L.4 TE 6PH4 EACH STUD FOR WALLS LARGER THAN 2x8, USE SIMP50N SPI'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'5 ON EACH SIDE OF STUD TO TOP PLATES. UN.O." ENGINEERED ROOF DBL. 2 x 4 " O.C. MAX� ENGINEERED TOP PLATE 12 ROOF TRUSSES 624" O.C. MAX. SIMP50N 5PH4 SEE 6 EACH STUD ELE 12 TO TOP PLATE INSULATION PER WINDOW SILL CAULK,9 WINDOW WINDOW SILL CAULK WINDOW COMMUNITY SPECS OR ENERGY CALCS 1/16" APA RATED SHEATHING 2 x 4 SILL 2 x 8 SILL MIN., NAIL PER SCHEDULE DETAIL "O" ON SHEET 5-2 INSULATION PER COMMUNITY SPECS OR 2X FRAME WALL SEE TABLE2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR ENERGY CALCS "N" ON SHEET 5-3 FOR SPACING. SPACING. 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD TO TOP PLATE IN FIELD AND REPORT ANY D151-'REPANCIE5 SEE;,. EEPAGES 1/16" APA RATED SHEATHING TION FOR VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDL.E55 OF HOW MINOR, ELE WALL CONNECTION W/O WINDOW ROOF COVERING THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. WALL CONNECTION W/O WINDOW SUITS, OR LITIGATION BY ANY INTERESTED 4 NAILED SEE SCHEDULE DETAIL "O" "O" ON SHEET 5-2 4 SHEATHING INSULATIONDETAIL REVISIONS BY NEW CODE UPDATES DK/PK ON SHEET 5-2 ADDED 142 MPH SHEETS BAFFLE REVISIONS ADDED 160 MPH SHEETS SEE ELEVATION PAGES F INSULATION GEN NOTE REVISED DK/PK ROOF COVERING 4 BAFFLE Q o 0 0 FZO Z WO V117�W LU `�� •� W d U SHEATHING DETAIL FLOOR TRUSSES 6 24" O.C.�� SEE ELEVATION W Z 8: W Z Ur Y � W2Q FQ F-uWa E- ?- =�zz �� •. INSTALL I/2 DIA. x 8 J •• 02,--, 2K Q2t ZNWOzU N J � SEE ELEVATION PAGES FOR SOFFIT 4 V �LDtx p PAGES FOR SOFFIT 4 FASCIA DETAIL La wzO�a�'.' LL _ p ZtuwZ=O BOLTS 4 WASHERS W/ 5" IMBED • ��• UMWQ c7ZQ�,n W = C J z Z W V/ N D - z FASCIA DETAIL Q W Cr N D CW _ 0m a�-aWC�wj W 0 o Q SPECS OR ENERGY CALCS M 5IMP60N C516 OR 5IMP50N INSULATION PER COMMUNITY SPECS OR ENERGY CALCS (2)-2x WD. HEADER (UN.O.) W/ 0� Z N M N 1/2" GYPSUM CEILING BOARD - Q 'zzr Ln W F- p 00 M J LO w N MSTA36 6 32" O.G. OR EVERY Ln _ w O ',t 00 N 1/2" FLITCH PLATE SEE FLOG U3 Z LL Q - - : v Z X �m0 0� WD. HEADER (UN.O.) SEE - J 1/2" GYPSUM CEILING BOARD PLAN FOR EXACT SCHEDULE W g N F.- N HURRICANE ANCHOR 6 EACH TRUSS SEE TRUSS LAYOUT FOR FLOOR PLAN FOR EXACT (NOTE: FOR LOCATIONS WHERE THE //114f' STRAPPING INFORMATION •• SCHEDULE SEE HURRICANE ANCHOR 6 EACH HORIZONTAL OPEN DISTANCE (UNBRACED (INSET) LENGTH OF MASONRY WALL TOP) IS LES TRUSS SEE TRUSS LAYOUT FOR 2x8 PT SOLE PLATE DBL. 2 x 8 SYP TOP PLATE W/ ELEVATIONS STRAPPING INFORMATION a 5IMP50N SPH8 6 16" O.C. EACH n� LU WINDOW SEE FLOOR PLAN FOR SIZES SCALE N07'EO DBL. 2 x 4 SYP TOP PLATE W/ JOB SEE STUD (12) IOd NAILS EACH. COURSE SHOWN IS NOT NOTED AT THE • SIMPSON SPH4 6 16" O.C. EACH STUD (12) 10d NAILS EACH. AS NEEDED TO ACHIEVE FULL ELEVATION GYP. BOARD ATTACHED TO RIMJOISTS. 624" O.C. FLOOR PLAN, IT IS ACCEPTABLE TO USE . 11 : RETURN NAILING IN STRAPS. MAX IF ATTACHEDTOFLOOR A SINGLE KO BLOCK COURSE WITH 2 -*5 1X P.T. FURRING HORIZ GYP. BOARD 2x4 *2 SYP RIM w/ (5) 0.131 x TRUSSES BARS CONT. IN LIEU OF THE DOUBLE A", RETURN •.a: COURSE SHOWN IN THIS DETAIL) • • WINDOW SEE FLOOR PLAN FOR SIZES INSULATION PER WINDOW SILL CAULK,9 WINDOW WINDOW SILL CAULK WINDOW COMMUNITY SPECS OR ENERGY CALCS 1/16" APA RATED SHEATHING 2 x 4 SILL 2 x 8 SILL MIN., NAIL PER SCHEDULE DETAIL "O" ON SHEET 5-2 INSULATION PER COMMUNITY SPECS OR 2X FRAME WALL SEE TABLE2X FRAME WALL SEE TABLE "N" ON SHEET 5-3 FOR ENERGY CALCS "N" ON SHEET 5-3 FOR SPACING. SPACING. 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 3 1/2" NAILS EA. TRUSS JOIST 1/2CEILING GYP. BOARD SEE (INSET) NOTE ON N-1 PAGE FOR SPECIFIC NOTATIONS ON FLOOR PLAN GARAGE APPLICATION SHALL CONTROL: SHEATHING TO BE FLUSH W/ BLOCK IX P.T. FURRINCs HORIX O BEAM POUR SOC L LOCK D 2 BONE)00 PSI) W/ 2 - *5 REBAR CONT. HORIZ. SEE TRUSS LAYOUT FOR MIN. LAP = 25" STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER e OPENINCw 1 x 6 P.T. CURTAIN NAILER e OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL 8" GONG. K.O. BLOCK BOND 0SEE FLOOR PLAN FOR SCHEDULE SEE FLOOR PLAN FOR SCHEDULE BEAM POUR SOLID W/ I - *5 REBAR CONT. HORIZ. MIN. I x P.T. BUCK STRIP 1 x P.T. BUCK STRIP LAP = 25.. WINDOW SEE FLOOR WINDOW SEE FLOOR PLAN FOR SIZES PLAN FOR SIZES WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT 1/2" GYPS11 BOARD PRE -CAST GONG. SILL 4" HIGH CONC. BLK 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M OR S MORTAR PER ASTM -C 210. SEE FOUND. PLAN 5/8" CEMENTITIOU FINISH PER FBCR .. •. 103.1.2 • .; d FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE WINDOW SILL - CAULK's WINDOW WIND RESISTANT V2" CsYP51'1 BOARD PRE -CAST CONC. SILL 4" NIGH CONC. BLK 8" CMU PER ASTM -C 90 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M OR 6 SEE FOUND. PLAN MORTAR PER ASTM -C 210. 5/8" CEMENTITIOUS FINISH PER FBCR 103.1.2 a . _ : ,:� ' • " FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. r��Typical Two Story Wall Section S-4 W/O Floor System SCALE: NTS NOTE CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D151-'REPANCIE5 TO ENGINEER PRIOR TO STARTING ANY 1/16" APA RATED SHEATHING THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDL.E55 OF HOW MINOR, 3/4" T4G GLUED W/ CONSTR ADHESIVE NAIL PER SCHEDULE DETAIL EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED 4 NAILED SEE SCHEDULE DETAIL "O" "O" ON SHEET 5-2 PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY NEW CODE UPDATES DK/PK ON SHEET 5-2 ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK PRE ENGINEERED WOOD Q o 0 0 FZO Z WO V117�W LU `�� •� W d U FLOOR TRUSSES 6 24" O.C.�� r^ -I ''' CV W Z 8: W Z Ur Y � W2Q FQ F-uWa E- ?- =�zz �� •. INSTALL I/2 DIA. x 8 J •• 02,--, 2K Q2t ZNWOzU N J � 2 x 4 SOLE PLATE V �LDtx p -� = La wzO�a�'.' LL _ p ZtuwZ=O BOLTS 4 WASHERS W/ 5" IMBED • ��• UMWQ c7ZQ�,n W = C J z Z W V/ N D - z co W QQ Q W cc Q W Cr N D CW _ 0m a�-aWC�wj W 0 o Q 6 2'-0" O.C. (MAX.) CENTERED "' ON WALL. _ Y e w I M 5IMP60N C516 OR 5IMP50N _ ® H Ln LL! 0� Z N M N CL - Q 'zzr Ln W F- p 00 M J LO w N MSTA36 6 32" O.G. OR EVERY Ln _ w O ',t 00 N _ U3 Z LL Q - - : v Z X �m0 0� OTHER STUD, TYP., BLOCK AS NEEDED - J X < FF USE DOUBLE KO BLOCK COURSES WITH 2 -*5 BARS CONT. IN EACH. W g N F.- N SIMPSON SPHS �� '•. 2x4 *2 SYP RIM w/ (5) 0.131 x (NOTE: FOR LOCATIONS WHERE THE //114f' �i fib•'• •• 3 1/2" NAILS EA. TRUSS JOIST Q� O; Z HORIZONTAL OPEN DISTANCE (UNBRACED (INSET) LENGTH OF MASONRY WALL TOP) IS LES 2x8 PT SOLE PLATE 2x4 FLATW15E VERT. a THAN OR EQUAL TO 6'-6" AND DOUBLE n� LU DATE 03 -08 -IB SCALE N07'EO BLOCKIN JOB , SIMPSON HETA20 g 32" O.C. IF COURSE SHOWN IS NOT NOTED AT THE • AS NEEDED TO ACHIEVE FULL ATTACHED TO RIMJOISTS. 624" O.C. FLOOR PLAN, IT IS ACCEPTABLE TO USE . 11 : NAILING IN STRAPS. MAX IF ATTACHEDTOFLOOR A SINGLE KO BLOCK COURSE WITH 2 -*5 1X P.T. FURRING HORIZ 2x4 *2 SYP RIM w/ (5) 0.131 x TRUSSES BARS CONT. IN LIEU OF THE DOUBLE A", •.a: COURSE SHOWN IN THIS DETAIL) • • 3 1/2" NAILS EA. TRUSS JOIST 1/2CEILING GYP. BOARD SEE (INSET) NOTE ON N-1 PAGE FOR SPECIFIC NOTATIONS ON FLOOR PLAN GARAGE APPLICATION SHALL CONTROL: SHEATHING TO BE FLUSH W/ BLOCK IX P.T. FURRINCs HORIX O BEAM POUR SOC L LOCK D 2 BONE)00 PSI) W/ 2 - *5 REBAR CONT. HORIZ. SEE TRUSS LAYOUT FOR MIN. LAP = 25" STRAPPING INFORMATION I x 6 P.T. CURTAIN NAILER e OPENINCw 1 x 6 P.T. CURTAIN NAILER e OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL 8" GONG. K.O. BLOCK BOND 0SEE FLOOR PLAN FOR SCHEDULE SEE FLOOR PLAN FOR SCHEDULE BEAM POUR SOLID W/ I - *5 REBAR CONT. HORIZ. MIN. I x P.T. BUCK STRIP 1 x P.T. BUCK STRIP LAP = 25.. WINDOW SEE FLOOR WINDOW SEE FLOOR PLAN FOR SIZES PLAN FOR SIZES WINDOW SILL - CAULK 6 WINDOW WIND RESISTANT 1/2" GYPS11 BOARD PRE -CAST GONG. SILL 4" HIGH CONC. BLK 8" CMU PER ASTM -C 90, 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M OR S MORTAR PER ASTM -C 210. SEE FOUND. PLAN 5/8" CEMENTITIOU FINISH PER FBCR .. •. 103.1.2 • .; d FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE WINDOW SILL - CAULK's WINDOW WIND RESISTANT V2" CsYP51'1 BOARD PRE -CAST CONC. SILL 4" NIGH CONC. BLK 8" CMU PER ASTM -C 90 1900 4"GONG. SLAB. PSI MIN. W/ TYPE M OR 6 SEE FOUND. PLAN MORTAR PER ASTM -C 210. 5/8" CEMENTITIOUS FINISH PER FBCR 103.1.2 a . _ : ,:� ' • " FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. r��Typical Two Story Wall Section S-4 W/O Floor System SCALE: NTS NOTE CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY D151-'REPANCIE5 TO ENGINEER PRIOR TO STARTING ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDL.E55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK Q o 0 0 FZO Z WO V117�W LU W W O F F O m W O �O= OF=? W d U z ice? » CU< r^ -I ''' CV W Z 8: W Z Ur Y � W2Q FQ F-uWa E- ?- =�zz M 4t 02,--, 2K Q2t ZNWOzU N J � F O V �LDtx p -� = La wzO�a�'.' LL _ p ZtuwZ=O W J LL UMWQ c7ZQ�,n W = C J z Z W V/ N D - z co W QQ Q W cc Q W Cr N D CW _ 0m a�-aWC�wj W 0 o Q O M .U.1 ..1 c) M _ ® H Ln LL! 0� Z N M N CL - Q 'zzr Ln W F- p 00 M J LO w N 0®O W N — d: O Ln _ w O ',t 00 N _ U3 Z LL Q Y w Z X �m0 0� W w r-1 U --O0 - J X < FF QLL W g N F.- N CL r o //114f' • j Q� O; Z v. p n� LU DATE 03 -08 -IB SCALE N07'EO DRAWN MK/PDK JOB sheet content: Structural Details Sheet number: 54 NOTE: DECKING "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF 2"X4" PANEL BLOCKING s 48" 0/C 5PH4 CONNECTORS SHOWN. FOR THE FIRST 8'-0" OF END WALL ---2ND FLOOR FRAMING AT 2x8 WALLS USE SPHS FROM EA. END. (TYP) TOP 4 BOTTOM CONNECTORS IN LIEU OF SIMP50N 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/Z" SIMPSON GS16 OR MSTA36 SCRAP SPH4 CONNECTORS SI -TOWN. STUD WITH 1Z -10d x 11/2 COMMON TOE NAILS � 32" O.C., EVERY OTHER FOR WALLS LARGER THAN NAILS. 2x8, USE SIMP50N SPI'S ON EACH STUD EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON FOLLOW TABLE BELOW 5P2'6 ON EACH SIDE OF FOR APPROPRIATE OOR JOIST -SEE FRAMING PLAN STUD TO TOP PLATES. UN.O." SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED m WEEP SCREED INSTAILED PER MAX. 16" O.C., SEE 00 MANUF. •N'/S-3 SIMPSON HETA20 m 32" O.C. MAX. 2x4 S.Y.P. *2 RIBBON 2°X4" CROSS BRACE W/4 -10d 'S EA. FLOOR a 48" O/C FOR THE TRUSS. IST 2'-0" OF END WALL C516 OR MSTA 36 a W/ (4) 0.13IX3 1/2" g EA. END 32"O.C. (36" LONG) o INTO 2"X4" BLOCKING FROM EA. STUD TO (2X12) WOOD BLOCK OR FLOOR JOIST DECKING 2x12 SYP 02 WOOD 3-0.131 x 31/2" EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-16d e 48" 0/C FOR THE FIRST 2ND FLOOR FRAMING: TOENAILS. HETA20 m 32 O.C. ON THE 8'-0" OF END WALL FROM INSIDE FACE OF 2x12 EA. END. (TYP) TOP 4 BOTTOM CHORD ATTACHED SIMPSON CS16 OR MSTA36 OR W/ l3} 0.0 X 3" TOE NAILS EQUAL AT EACH STUD, TO STUD NOTE: (ABOVE/BELOW), FLOOR JOIST, OR SEE 'N75-3 FOR STUD INFORMATION BLOCKING. OOR JOIST -SEE FRAMING PLAN SEGMENT LENGTH TO BE AS DELINEATED ON THE PLAN SET, OR ATTACH TRUSSES PER IF UNDELINEATED, SEGMENT LENGTH r0 BE EQUAL TO OR GREATER THAN "H" LT. Frame/Masonry Connection #1 FRAMING NOTES. IF B TRUSSES ARE S 5 SCALE: NTS NOTE: PARALLEL, PROVIDE BLOCKING AT 24" O.G. AND ATTACH WITH (3) SHEATHING AS ADD 2X4 BLOCKING: a 0.131"x3-1/2" TOENAILS DELINEATED MSTA36 OR C516 OR AT EACH END TYP. ELSEWHERE IN PLAN DOUBLE TOP PLATE NOTE: SET. (MIN. STUD GRADE „ 2"X4" CROSS BRACELHETA20 WHICH IS NOT SYP) AT 2x6 WALLS USE U OF IST 2''-0° OF END WALL WEB USING 2-0.131" X 3 1/2" PROVIDE A MINIMUM ALIGNED W/ TRUSS VERT. 2 PLY END STUD AT CONNECTORS IN LIEU OF EACH END OF SPH4 CONNECTORS SHOWN. W/ (4) 0.131X3 1/2" EA. END TOENAILS g EA. END. SEGMENT At 2x8 WALLS USE SPHS INTO 2"X4" BLOCKING INSTALL SIMPSON cs16 CONNECTORS IN LIEU OF CROSS STRAPS WITH (1) SPH4 CONNECTORS SHOWN. FULL DEPTH 0.131'x3-1/2" NAIL AT EAG FOR WALLS LARGER THAN BLOCKING s PASSING STUD AND 2x8, USE SIMPSON 5Pl'5 ON BLOCK, AND WITH 4 NAIL EACH SIDE OF STUD TO SHEATHING EDGES 2x STUDS MINIMUM AT EACH END TC BOTTOM PLATE 4 SIMP50N w/ (3) 0.131"x3-1/2" 16" O.C. TOP AND BOTTOM TOENAILS EA. END SP2'5 ON EACH SIDE of PLATES/END scups. STUD TO TOP PLATES. UN.O." FLOOR 2104 CONSTRUCT WALL = STRAPS SHOULD BE AS LOAD BEARING DIAGONAL AND AT 45 5IMP50N 5PH4 TO 2"x4" PANEL BLOCKING 6 48" O.C. FO JOIST �� WITH UPLIFT REF. = DEGREES OR LESS IN EA. STUD TOP 4 THE FIRST 2'-0" OF END WALL FROM EA. RELATION To END. (TYP) TOP 4 BOTTOM CHORD (tYP) HORIZONTAL. TYPICAL. - BOTTOM OF WALL. SIMPSON HTT4 OR ATTACHED W/ (2) 16d TOE NAILS. EQUAL AT EACH z W MIN. 1 1/4• END OF SEGMENT J DIA x 1/8" WHEN CROSS BRACE ANGLE IQ"DIA ALL WASHER GREATER THAN 45' EXTEND PANEL THREAD ROD FOLLOW TABLE BLOCKING FOR THE FIRST 4'-011 OF END BELOW FOR WALL. IF DOUBLE END APPROPRIATE STUD IS OVER AI/1" DIA A'DIA SPACING 4 SIZE OF 00 VOID SPACE ANCHOR BOLT COUPLING WALL STUDS. STUDS INSTALL SOLID 2x SHALL BE INSTALLED JOINT BLOCKING BELOW. PA.B. EXTENSION DETAIL MAX. 16" O.C. COUPLER NUT \� INSTALL 5/8" Az 5z 5z THREADED ROD IN SIMPSON SET LDIA. 1/2" J -BOLTS EPDXY OR EQUAL OR WITH S IMPSON : � � . � , }.�: 2 "x4" CROSS BRAGS g 48" O.C. FOR WITH 6" MIN SET EPDXY, `5 THE 1st 2'-0" OF END WALL W/ (Z) 10dx3" �� • EMBEDMENT, AT GROSS STRAPPED EMBEDMENT ,a 24" �� '.-F 2X4 RIBBON EA. END INTO 2"x4" BLOCKING. ; Q; SEGMENT, IF SHEATHING 1s w/ 3-16d 6 (ANGLE NOT TO EXCEED 45') SEE #* WHEN = Y2 GYPSUM WALLBOARD, v _ • Lu ::.': EA. TRUSS. �t� WHEN ANGLE 15 GREATER THAN 45' DISTANCE IS ATTACH WITH 6D COOLER CROSS BRACE 48" O.C. FOR THE 1st LESS THAN 2'-0" U CMU WALL - SEE 2X BOTTOM PLATE WITH (4) NAILS AT 1" O.C. O"6 X • 1-v4° SCREWS 6° O.C..4'-0" OF END WALL. THE FIRST BAY %..• FLOOR TRUSSES FLOOR PLAN FOR NAILS AT EACH PASSING ALONG EDGES AND 12" O.C. n P• MORE INFO. TRUSS OR NAILS ALONG THE IN THE FIELD. IF •. BOTTOM PLATE INTO A SHEATHING IS OTHER THAN AT PARALLEL ARUSNAILS TO BE IM JOIST GYPSUM, CDU, SEE O LING 0.131"x3-1/2" MIN. TYPICAL. NOTE: SIMPSON A35 ANGLE REFER r0 TYPICAL 2-STOR SEE 'N'/S-3 FOR STUD INFORMATION W/ ILS EA ITU WALL SECTION FOR NAILS EA. STUD TO INFORMATION NOT SHOWN TOP CHORD A Cross Strapping Detail r,,LT. Frame/Masonry Connection #2E Floor Truss Parallel To Brg. Wall 2x4 BEARING $ 5 SCALE: NTS $ 5$ 5 SCALE: NTS WALL W/ STUDS SCALE: NTS 0 16" O.G. 1/16 APA RATED WOOD SHEATHING SIMPSON SPH4 EA. STUD NOTE: NOTE: "AT 2x6 WALLS USE 5PH6 "AT 2x6 WALLS USE SPH6 CONNECTORS IN LIEU OF ENGINEERED ROOF CONNECTORS IN LIEU OF PRE-ENGINEERED PRE-ENGINEERED ENGINEERED ROOF 5PH4 CONNECTORS SHOWN. TRUSSES X24" O.C. SPH4 CONNECTORS SHOWN. TRUSSES 024" O.C. FLOOR JolsT ROOF TRUSSES AT 2x8 WALLS USE SPHS AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOR WALLS LARGER THAN 2x8, USE SIMPSON SPI'S ON INSULATION PER ENERGY CALLS 2x8, USE SIMPSON SPI'5 ON INSULATION PER ENERGY CALLS CEILING BOARD PER EACH SIDE OF STUD TO „ EACH SIDE OF STUD TO ARCH. PLANS BOTTOM PLATE 4 SIMPSON 1/2 GYPSUM CEILING BOARD BOTTOM PLATE 4 SIMPSON 1/2" GYPSUM CEILING BOARD 5P2'S ON EACH SIDE OF HURRICANE ANCHOR 9 EACH TRUSS 5P2'5 ON EACH SIDE OF STUD TO TOP PLATES. UN.O." PROVIDE CONTINUOUS SCRAPPING STUD to TOP PLATES. UN.O." HURRICANE ANCHOR 9 EACH TRUSS PROVIDE CONTINUOUS STRAPPING CONNECTION t0 FOUNDATION HT5I6 W! 16-10d 2x4 BLOCKING w/ NOTE: CONNECTION TO FOUNDATION EA. TRUSS TO 3-0.131 x 31/2" R.S. "AT 2x6 WALLS USE SPH6 DBL. 2X TOP PLATE DBL. 2X TOP PLATE TOENAILS 2x4 SOLE PLATE 2x4 SOLE PLATE BOTTOM PLATE CONNECTORS IN LIEU OF HANGER PER TRUSS PRE-ENGINEERED SPH4 CONNECTORS SHOWN. SPH4 @ EA. STUD PROVIDE (Z) 16d SPH4 6 EA. STUD MANUFACTURER GIRDER AT 2x8 WALLS CONNECTORS N USE O� COM EACH TRUSS 1/2" GYPSUM PROVIDE ACH TRUSS 1/2" GYPSUM SPH4 CONNECTORS SHOWN. H Floor Truss Tb Girder Connection FOR WALLS LARGER THAN SIMPSON CSl6 W/ MIN 122) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE 5IMP50N CS16 W/ MIN (22) 10d 3/4" T4G GLUED W/ CONSTR. ADHESIVE 2x8 USE SIMPSON SPI'S ON COMMONS (12 MIN. EACH END) COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "O" S 5 scALE: NTS EACH SIDE OF STUD TO 1105" MAX 9 24" O.C. MAX OR ON SLED S� SCHEDULE DETAIL "O" 1105" MAX 6 24" O.G. MAX OR BOTTOM PLATE 4 SIMPSON EACH STUD WRAP UNDER TOP EACH STUD WRAP UNDER TOP ON SHEET 5-2 5P2'S ON EACH SIDE OF PLATE (IST FLR) PRE ENGINEERED WOOD PLATE (15T FLR) PRE ENGINEERED WOOD STUD t0 TOP PLATES. FLOOR TRUSSES g 24" O.C. FLOOR TRUSSES m 24" O.G. EXTEND SHEATHING TO UND." 2x4 1*2 SYP RIM w/ (3) 2x4 "Z SYP RIM w/ (3) 2nd FLOOR BOTTOM OF BEAM OR 16d NAILS EA. TRU55 16d NAILS EA. TRUSS WALL GIRDER J015T (INSET) JOIST (INSET) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2X BEARING WALL W/ STUDS is 16" O.C. PROVIDE (3) 0.131 X 3-1/2" TOE NAILS AT SIMPSON MtSl6 g EACH FLOOR TRUSS 1/16 APA RA—.=D FLOOR TRUSS t0 WALL 24"' O.C. MAX. PRE -ENGINEERS RE -ENGINEERED BELOW 1/2 GYPSUM CEILING BOARD W/ KN CK - GYPSUM CEILING BOARD W/ KN CK - FLooR TRUSS �WooD sHAT�,1NG FLOOR TRUSS DOWN DRAG FINISH SEE NOTE ON N-1 PAGE DOWN DRAG FINISH SEE NOTE ONN-1 PAGE FOR GARAGE APPLICATION 1/16" SHEATHING MIN., FOR GARAGE APPLICATION 2x6 SOLID BLOCKING W/ SEE GENERAL NOTE 3-0.131 x 31/20 TOENAILS g DBL. 2X TOP PLATE w/ SIMPSON SPH4 FOR NAILING PATTERN DBL: ZX TOP PLATE w/ SIMPSON SPH4 EA END 16" O.C. w/ (12)10d NAILS EACH 9 16" O.C. w/ (12) 10d NAILS EACH 2 x 4 RIBBON 1/2" GYPSUM BOARD ATTACHED To EACH 1/2" GYPSUM BOARD FLOOR JOIST WITH 3-0.131 x 31/2" NAILS 1/Z" ANCHOR BOLT m 24" 1/2" ANCHOR BOLT 6 24" O.C. W/ NUT 4 2" SQUARE O.C. W/ NUT 4 2" SQUARE SIMPSON CS16 SIMP50N CSb EA. STUD PT 2X BOT. PLATE w/ BY 1/8" WASHERS PT 2X BOT. PLATE w/ BY 1/8" WASHERS W/ MIN 122) 10d To BASE OF 2x4 5IMP50N SPH4 61 EA. RIBBON BELOW SIMP50N WT516 SIMPSON 5PH4 tv EA. COMMONS (11 STUD w/ (10) 10d NAILS EA TRUSS EACH 4"GONG. SLAB. SEE STUD w/ (10) 10d NAILS MIN. EACH END) FOUND. PLAN EACH FOUND. PLANE. SEE BEAM /GIRDER HETA20 REFER TO TYPICAL 2 -STORY WALL EARIWj LOAD SECTION FOR INF01Z'1ATION NOT WNPLITFOOTING SEE FOUNDATION 2x BOT. PLATE CMU WALL PRE-ENGINEERED SHOD FOOTING SEE FOUNDATION W/ 2-0.131 x 3 1/2" FLOOR TRUSS • ; PLAN FOR SIXES 4 MORE INFO. ` .. PLAN FOR SIZES 4 MORE INFO. NAILS w 6" O/C rG Cantilevered Floor Truss Over Wall SS, SCALE:NTS A Typical Two Story Interior Bearing Wall Section rDTypical Two Story Interior Bearing Shear Wall Section F ` Second Floor Frame Connection 0 Girder S-5 SCALE: NTS S 5 SCALE: NTS S 5 SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 51 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLC., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE PLANS, REGARDLESS, OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING; LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS BY NEW CODE UPDATES DK/PK REVISIONS ADDED 142 MPH SHEETS DK/PK REVISIONS ADDED 160 MPH SHEETS DK/PK REVISIONS GEN NOTE REVISED DK/PK REVISIONS ADDED CROSS STRAPPING DET'L DK/PK D p 0 - - �ZO� wOHCw7o �`j � Lu 30=p pOF xa d W=OH WLL:SZ Ztn U �pro j�WZO 5 a--1 = N wzo� Z>l�ac—� - =Zz 0 ��z J v'f M w00 z2 ;.Q20" ZNW OCC7 Z�2�w pZW SF = 0 O F-� - a O =p30 ZwZ20 E� OC LL U=W(9 Z�wvfv�i W > U W J Z Lu z Q- wQa- f-ws-a[ LU Lu tz W 0 p a um C)en _ 0 (' ►W_- Ln LLi Ln cn C-4 ,a �Lf1 LU F- D DO M r 00 w N JLLuo Z w O W N 0 Zu-rQ Ne w Z a }c,rm0 NJ Luv`U 000 X Q Z A LL W N g �O 0 > ILD Ifill� 40, r' . J F u, oC:Q� 4 v n� 111 q) Q DATE 03 -27 -IS SCALE NOTED DRAWN MK/PDK JOB - Sheet content: Structural Details Sheet number: OVER FALII BLOCK u 11/Ibxll/ib COVE MC (M00) lxb TRIM (WINDOW PER PLA AM (WINDOW 1%luN ROPER W/ WHITE FM Nm N W DRYWALL 3 V4' BASE BD. MM t"366) PER PLAN) LLV 36' OR 42' SILL °° 2x6 STAIR KNEE COMPOSITE WINDOW DETAIL �1qq MM 10 W Co. SILL SQUARED DETAIL EDGES (NICHE bc(o TRIM PER PLAN) BEAD BOARD COMPOSITE WINDOW PANELING SILL DRYWALL FINISH SQUARED DETAIL OVER FURRING ON : BLOCK WALL INVERTED 2 1/4' : DOOR CASING (0366) ELEVATION (WINDOW PER PLAN) LINE OF WALL BELOW LINE OF WALL 1x6 ?RIM BELOIU LINE OF TRIM _ ---- (NICHE BELOW ---------- LINE OF CASING PER PLAN) BELOW --- ----- - ---------- ---------- DRYWALL FINISH SCOMPOSITE WINDOW PLANILL OVER FURRING ON BLOCK WALL COMPOSITE WINDOW V DRYW4l.l FINISH SILL OVER 2x WALL (SEE PLAN PLAN) WINDOW STOOL W/ TRIM AND BEAD BD. NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN scar: r. r-0' PLAN SPECIFIC PER PLAN scar r . r a SHIM ASTEMP. I'-41 GL ENCLOSURE SHIM AS I'-4' REOV. REQ'D. 8' W. CORIAN CAP (WINDOW ----� INVERTED 21/4' - PER PLAN) INVERTED 2 1/4' 11 DOOR CASING ("366) I COMPOSITE WINDOW - DOOR CASING (0366) 2x STUDS (PER tu2x STUDS (PER SILL STA. 2x STUDS (PER FLAW STA. PLAN) STD. PLAN) SQUARED DETAIL— BASE BASE 2' YANTY CABMET IR' DRYWALL CABWT lal DRYWN 1 CABMET INVERTED 2 1/4' --- DOOR CASING (0366) 3 1/4' BASE BD. ("3(06) 3 1/4' BASE BD. (036(o) DRYWALL FINISH — OVER FURRING: ON BLOCK WALL MARTER QUARTER 3 U4' BASE BD. RAID ROUND (*366) CALI. TOP HIGH BAR TOP VANITY LOW WALL X&F- 1/2'= P -m' SCALE: 10' = I' -m' SCALE: 10' :14' TILE TO s' W. C ORIAN TEMP. GL. ENCLOSURE WRAP INTO TOP -GAP WINDOW OF TILERIFY U2' DRYWALL CA P CORIAN TEMP. FG. (WINDOW BELOW CAP PER PLAN) TILE FINISH OVER WATER 2x STUDS (PER r � TILE FINISH OVER WATER LNE OF WALL BELCxU RESISTANT RESISTANT CORIAN SILL WALL BD. it WALL BD. f SHOWER (PROJECT U2 OUT TO RECEIVE TILE) LINE OF CASINCs� SHOWER V2' DRYWALL BATH LSHOWER BELOW 3 1/4' BASE BD. (0366) SIDE� COMPOSITE WINDOW -� SILL SECTION PLAN SHOWER LOW WALL SHOWER WINDOW SCALE: In' =1'-m' SCALE: V4' = I' -m' FLOORING / 5A5E BOARD NOTE: WHEN TILE FLOOR IS SELECTED ONLY BASE BOARD 15 INSTALLED. WHEN WOOD FLOOR IS SELECTED BASE BOARD AND SHOE MOULD ARE INSTALLED. (BI -PASS DRS. PER PLAN) Ix JAMB (BI -PAS; DRS. PEI; PLAN) DRYWALL FINISH OVER2x WALL (SEE 2 1/4' DOOR CASING (%b) MELD DOWN U2' 1/2' WOOD FILLER HEAD - DRYWALL FINISH OVER 2x WALL (SEE PLAN) , L 2 1/4' DOOR CASING (+366) HELD OVER 1/2' PLAN TYP. BI -PASS DRS. CASING D ETAI L 5 V4' CROWN 5 1/4" CROWN m 1%luN ROPER W/ WHITE FM Nm N W DRYWALL 3 V4' BASE BD. MM t"366) 2x6 WALL LLV 36' OR 42' HIGH PER PLAN °° 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN MAIN HOUSE GARAGE SILL DRYWALL BASE BD. TO OVER LAP SLAB DRYWALL STRANSITIIOON 3 I/4' BASE BD. �h3b6) TYP. BASE -BD. AT GARAGE / MAIN HOUSE WINDOW VAIL ELEVATION DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DE -FAIL DOOR CASING 1036(o) scams: r • r� NOTE: DRALUI>\lG5 ON 11 "xil' 5HEET UJIL.L. BE ONE HALF THE SCALE NOTED bdm MROW/ WHITE PNE Nm N V2' DRYWALL r(3 U4' BASE BD. MM 0366) 24 WALL LLV 36' OR 42' W*H PER PLAN °° 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN vA-F r . r-0 TRIM DETAILS .JOB R 22066. CAD FXE (EDV BUILDER TD ISSUED 06-16-16 REWSED 07-07-16 10-05-16 11-02-16 x Nm N 0 Ncoh MM �-�--� FST. 1994 WN" LLV 0 °° >E o coo N', co T �1qq MM 10 W Co. .JOB R 22066. CAD FXE (EDV BUILDER TD ISSUED 06-16-16 REWSED 07-07-16 10-05-16 11-02-16 TRIM , . nXE • TYPICAL TRIM DETAILS L- - - -- - i i DAVIS BEWS DESIGN GROVP L50 STATE SIXFEr EAST CXDMA . FLORIDA 34M 813.925.1300 TEL 813.925.1800 FAX W W WnAVEZEW5Sr-CM TAMPA • DENVER. �-�--� FST. 1994 TRIM , . nXE • TYPICAL TRIM DETAILS W an LJ -1021 LJ -3009 NEWEL POST 1x STUD WALL w/ DRYWALL FIN. DAVIS BEWS DESIGN GROVE 36" P. RAILING iso STATE S PLEEr EAST CLIDSV MR 1LORmA -14M 813.925.1300 TEL 813.925.1800 FAX W W W.DAVEBEVr,5r.0M TAMPA • DENVER SAND - 42" H. ROSJ=Tt t(�i��'0y co STANDARD - 42" H. KNEEWALL It^ INN e) — � r KNEE(OFT (OPT. LJ 6010 RAILINGS SHOWN) BRACKET LJ -8010 _ LIH-HOLIKNUC44 LJ-6010 RAILING SHOWN) LJ -4040 �/( STEP LJ -5015 LIP-PM15ASK44 LIN-HOL25ASK44 LIP-HOLKNUC44 LIP-HOL2KNUC44 LIP-HOLPLA44 LIP-POL50144 GENERIC SWITCHBACK GENERIC STRAIGHT RUN GENERIC TURNOUT W/ WOOD AND (PLAIN) W/ - LI-ALAK01 (2 EA ADJ. KNUCKLE) NEWEL POST OPT. L1H-MG2KNUG44 MOULDINGS CARPET STRAIGHT RUN STAIR 1x6 PAINTED BASE TYPICAL BALUSTER PROFILES KTP Kr& WROUG14T IRON BALUSTERS KTs N STAIR AND RAILING RULES PLATE MIK HOLE S DEPTH FOR FOR BALUSTERS IN TO 1'� LU TOLE IN TO FOR BALUSTERS IN t0 HAND 1. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT — - _ � � � - 3 1/4" BASE BD. AS APRON LJ -1011 LEVEL. QUARTER TURN 11 �/i�6'06 - N r _ 1011 LEVE LJ -4041 BARTER TURN J- L 4040 i i LJ -4040 NEWT=L POST �/� r NEWEL LJ - 045 EACH BALUSTER) - � BASE CAP MOULD POST NE L POST NEWEL EACH BALUSTER) �� n 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS -MINIMUM SPEC IS FIRST (SINGLE KNUCKLE) POST 1 i i ilk N BALUSTERS NEWEL POST C _= ____ OPT. LIP-MG2KNUC44 WROUGHT IRON BALUSTERS i � ��!� � LJ -4040 1 LJ -4010 L J-4045 LJ -4042 LJ -4040 LJ -5015 42" WOOD BALUSTERS NEWEL- � V�F� � FOLLOW SLOPE OF THE TOP RAIL -- _ -- Wig i :tOZ� POST 11 dam', 1x12 SKIRL (3 PER TRI=AD - ALTERNATE ROSE _ - 'rIPLAtEND BASE SECTION I-'�� 1x12 SKIRL bcb PAINTED BASE SECTION i ��-'� BOARD CUT THRU�'� -:3� ; BOARD PLATE CUT TI-4i�11-\'��' � WALL `:�<- WALL .:�<- LJ -6010 TYPICAL NEWEL POST PROFILES LJ -6010 _ Ix12 SKIRT 3 1/4 BASE 3 V4 BASE RAILING BOARD AS APRON �� LJ -6010 AS APRON �`�� = RAILING: _ RAILING _ ASE LJ -5015 WOOD LJ -1041/8 - - LJ -1041/8 C BALUSTERS C� S -TURN S -TURN - MOULD AP (3 PER TREAD) MOULD STANDARD - LJ-8014MR1 = MOULDCAP STANDARD - LJ-8014MRi STANDARD - LJ-8014MR1 1x12 SKIRT TREAD FOR CARPET LJ -5015 WOOD - TREAD FOR CARPET LJ -5015 WOOD TREAD FOR CARPET BOARD _ (OPt. LJ -8010 SERIES BALUSTERS =z (OFT. LJ -8010 SERIES BALUSTERS (OPT. LJ -8010 SERIES TREAD SHOILN) (3 PER TREAD) = TREAD) (3 PER TREAD) TREAD) LJ -8095 OAK Ix8 PANTED U-8095 OAK - Ix& PAINTED LJ -8095 OAK LINEAL COVE _ RISER LINEAL COVE RISER LINEAL COVE MOULDING: LJ-LJMOULDINGS - MOULDING: BASE -_= OAK TREAD B OATREAD BASE 1x8 PAINTED PER TM LEVEL PER TM LEVEL PER TM LEVE(. �r 31/4' OR 5 1/4" 3 V4" OR 51/4° 3 1/4" OR 5 U4" RISER LJ -4042 1x12 SKIRL LJ -4042 IX12 SKIRT TURNOUT -1040/1045 NEWEL POST BOARD NEWEL POST LJ 4010 2 EA - LJ -3016 RAIL 2 EA - LJ -3018 RAIL LJ -3009 NEWEL POST 1x STUD WALL w/ DRYWALL FIN. DAVIS BEWS DESIGN GROVE 36" P. RAILING iso STATE S PLEEr EAST CLIDSV MR 1LORmA -14M 813.925.1300 TEL 813.925.1800 FAX W W W.DAVEBEVr,5r.0M TAMPA • DENVER N co LINEAL COVE It^ INN e) 36" H. RAILING AND POST FASTENER AND POST FASTENER BRACKET LJ -8010 LIH-HOLIKNUC44 OF STARTING STEP LJ -5015 LIP-PM15ASK44 LIN-HOL25ASK44 LIP-HOLKNUC44 LIP-HOL2KNUC44 LIP-HOLPLA44 LIP-POL50144 GENERIC SWITCHBACK GENERIC STRAIGHT RUN GENERIC TURNOUT W/ WOOD AND (PLAIN) W/ - LI-ALAK01 (2 EA ADJ. KNUCKLE) MOULDINGS STAIR DETAIL STAIR DETAIL CARPET STRAIGHT RUN STAIR DETAIL TYPICAL BALUSTER PROFILES KTP Kr& KTs NTS STAIR AND RAILING RULES (DOUBLE KNUCKLE MIK HOLE S DEPTH FOR FOR BALUSTERS IN TO 1'� LU TOLE IN TO FOR BALUSTERS IN t0 HAND 1. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT HAND RAIL (KEEP HOLE DEPTH THE SAME At RAIL (KEEP HOLE DEPTH THE SAME At LJ -5015 WOOD LJ-4042LJ-4042 LIH-HOLNWUG44 FITTING N EACH BALUSTER) BASE CAP MOULD EACH BALUSTER) 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS -MINIMUM SPEC IS FIRST (SINGLE KNUCKLE) 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS SEE GENERAL STAIR NOTES LJ -8090-5 OAK - 5 1/4" LANDING TREAD 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP LI OF 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO 1x STUD WALL w/ DRYWALL FIN. DAVIS BEWS DESIGN GROVE 36" P. RAILING iso STATE S PLEEr EAST CLIDSV MR 1LORmA -14M 813.925.1300 TEL 813.925.1800 FAX W W W.DAVEBEVr,5r.0M TAMPA • DENVER N co LINEAL COVE It^ INN e) 36" H. RAILING LIH-HOLIKNUC44 OF STAIRWELL. "CONTINUOUS' RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO °D FIRST RISER E �0 LJ -6010 RAILING MOULDINGS LJ -6010 RAILING (DOUBLE KNUCKLE NOT REQUIRE HANDRAILS AT LANDINGS. LJ -5015 WOOD LJ-4042LJ-4042 LIH-HOLNWUG44 N /N BASE CAP MOULD 3. ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS -MINIMUM SPEC IS FIRST (SINGLE KNUCKLE) 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS BALUSTERS NEWEL POST COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD NEWEL POST 2x11 STRINGERS LJ -5015 42" WOOD BALUSTERS DECORATIVE METAL BALUSTERS FOLLOW SLOPE OF THE TOP RAIL (3 PER TREAD AND EQ TREAD t0 BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS AT NEXT RISER (3 PER TRI=AD - ALTERNATE MOACAP ULD (3 PER TREAD) SPACED) KNUCKLES AND EQ SPACED) I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12' SPACE BETWEEN NEMLS. TYP. LEVEL 1 DECORATIVE 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. TYP. OPEN TREADS W/ TYP. W00 D BALUSTER METAL BALUSTER t ALL WOOD RISERS TO BE PAINED WHITE PICKETS AT STAIRS DETAIL I N STA L LATI O N DETAIL I N STA L LATI O N DE TAI L NOr TO state N.T.S. N.t,S. 8" AK ND tx12 SKIRT 1" MIN. HOLE DEPTH FOR LJ-8010MRI BALUSTERS IN TO HAND BALUSTERS IN t0 HAND RAIL (KEEP HOLE 0,1 RAIL (KEEP HOLD DEPTH THE SAME AT 4. WHEN "OPEN BALUSTER RAILING:" IS ON BOTH SIDES OF STAIR, THE TREADS ARI= OAK WITH BOARD DEPTH THE SAME AT OAK TREADS LINE OF 00 � ��`��`�`� LJ -404 41" H. LJ -1021 EACH BALUSTER) LINE OF EACH BALUSTER) PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE BALUSTERS t0 NEWEL RAILING ROSETTE 36" H. RAILING 36" H. RAILING KNUCKLES t0 / .��\ POST REMAINS 'OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER LJ -6010 RAILING BE PARALLEL LJ -6010 RAILING BE PARALLEL .00 - SUB TREAD LJ -8095 OAK TO TOP RAIL 10 LJ -4042 t0 TOP RAIL LJ-4042oe SEE GENERAL STAIR NOTES LJ -8090-5 OAK - 5 1/4" LANDING TREAD 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP LI OF c N Nm DAVIS BEWS DESIGN GROVE O iso STATE S PLEEr EAST CLIDSV MR 1LORmA -14M 813.925.1300 TEL 813.925.1800 FAX W W W.DAVEBEVr,5r.0M TAMPA • DENVER N co LINEAL COVE It^ INN e) LIH-HOLIKNUC44 OF STAIRWELL. "CONTINUOUS' RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO °D E �0 MOULDINGS (DOUBLE KNUCKLE NOT REQUIRE HANDRAILS AT LANDINGS. 1x12 SKIRT BD. LIH-HOLNWUG44 N /N BASE CAP MOULD (SINGLE KNUCKLE) 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD 2x11 STRINGERS LJ -5015 42" WOOD BALUSTERS DECORATIVE METAL BALUSTERS FOLLOW SLOPE OF THE TOP RAIL (3 PER TREAD AND EQ (3 PER TRI=AD - ALTERNATE SPACED) KNUCKLES AND EQ SPACED) I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12' SPACE BETWEEN NEMLS. TYP. LEVEL 1 DECORATIVE 8. FINISHES - ALL OAK HAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. TYP. OPEN TREADS W/ TYP. W00 D BALUSTER METAL BALUSTER t ALL WOOD RISERS TO BE PAINED WHITE PICKETS AT STAIRS DETAIL I N STA L LATI O N DETAIL I N STA L LATI O N DE TAI L NOr TO state N.T.S. N.t,S. 8" AK ND 1" MIN. HOLE DEPTH FOR I" MIN. POLE DEPTH FOR BALUSTERS IN TO HAND BALUSTERS IN t0 HAND RAIL (KEEP HOLE RAIL (KEEP HOLD DEPTH THE SAME AT DEPTH THE SAME AT � ��`��`�`� LJ -404 41" H. LJ -1021 EACH BALUSTER) EACH BALUSTER) NEWEL RAILING ROSETTE 36" H. RAILING 36" H. RAILING .��\ POST LJ -6010 RAILING LJ -6010 RAILING LJ -6010 36" H. LJ -4042 LJ-4042oe RAILING: RAILING NEWEL POST NEWEL POST LJ -5015 WOOD 31/4" BASE BALUSTERS AS APRON l3 PER TREAD) LINE OF BASKETS t0 / SCROLL t0 BE \\�\\\\\\\\�\\\\�\\\\�\\�\ •PARALLEL t0 / LJ-8014MR) �� FULL HT. WALL LJ -4042 BE PARALLEL TREAD �� NEWEL WOOD TREAD TO TOP RAIL / TOP RAIL POST 1x12 SKIRT BD. U LIP-POL25A5K44 LIP-POL50144 LJ-8010MR2 CARPEL STARTS tr (DOUBLE BASKET) (SCROLL) � AIINN) PLA44 . At THIS RISER LIP-HOLiBASK44 Li-ALAK01(1 EA TREAD BASE LNEAL OAK (SINGLE BASKET) LJ-8010MR2 FULL OAK CAP LINEAL COVE STAIR RAILIN'S OAK TREADS RAILING TREADS RAILING MOULD MOULDING ADJ. KNUCKLE) RAILMG LJ -4041 NEWEL POST GENERIC WOOD SWITCH BACK STAIR FLOOR PLAN x a 'JW NUWBFR 2416.101' CAD FILE NAME TRIM DETAILS ISSUED 04-05-13 RENSm 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 c N Nm DAVIS BEWS DESIGN GROVE O iso STATE S PLEEr EAST CLIDSV MR 1LORmA -14M 813.925.1300 TEL 813.925.1800 FAX W W W.DAVEBEVr,5r.0M TAMPA • DENVER N co It^ INN e) 0> OF °D E �0 'JW NUWBFR 2416.101' CAD FILE NAME TRIM DETAILS ISSUED 04-05-13 RENSm 09-06-13 12-19-14 01-26-15 02-06-15 02-17-15 02-18-15 05-26-15 06-29-15 KTA 11 /7 PER =LAK B' DECORATIVE METAL BALUSTERS DECORATIVE METAL BALUSTERS PER TM LEVEL (3 PER TREAD - ALTERNATE (3 PER TREAD - I - SCROLL AND LJ -4042 NEWEL 31/411 OR 5 114" BASKETS AND EQ SPACED) 2 - KNUCKLES AND EQ SPACED) POST TYP LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE GENERIC WOOD / CARPET - TYP. OPEN TREADS W/ WOOD METAL BALUSTER METAL BALUSTER STAIR FLOOR PLAN BALUSTERS AT STAIRS INSTALLATION DETAIL INSTALLATION DETAIL KTB. N.T.S. V.S. N.T.S. NOTE: IDRAWINC;S ON 11''xl�i" S1—IEET WILL 5E ONE HALF THE SCALE NOTED STAIR DETAILS DAVIS BEWS DESIGN GROVE iso STATE S PLEEr EAST CLIDSV MR 1LORmA -14M 813.925.1300 TEL 813.925.1800 FAX W W W.DAVEBEVr,5r.0M TAMPA • DENVER FST. 1994 rr� �-- KTA 11 /7 PER =LAK B' DECORATIVE METAL BALUSTERS DECORATIVE METAL BALUSTERS PER TM LEVEL (3 PER TREAD - ALTERNATE (3 PER TREAD - I - SCROLL AND LJ -4042 NEWEL 31/411 OR 5 114" BASKETS AND EQ SPACED) 2 - KNUCKLES AND EQ SPACED) POST TYP LEVEL 2 DECORATIVE TYP. LEVEL 3 DECORATIVE GENERIC WOOD / CARPET - TYP. OPEN TREADS W/ WOOD METAL BALUSTER METAL BALUSTER STAIR FLOOR PLAN BALUSTERS AT STAIRS INSTALLATION DETAIL INSTALLATION DETAIL KTB. N.T.S. V.S. N.T.S. NOTE: IDRAWINC;S ON 11''xl�i" S1—IEET WILL 5E ONE HALF THE SCALE NOTED STAIR DETAILS