Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
541 Red Rose Ln 17-3752 (a)
GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED. OCCUPANCY AND CONSTRUCTION TYPE: TWIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. ' EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT LOT 317 THORNBROOKE 40 s NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE615TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/6 INCH (S.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH SANTA ROSA GARAGE RIGHT FB,C.R, - 5TH EDITION (2014) 1 TE 10 FIN15HE8 X R R INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.C.. - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R. - 5TH EDITION (2014) R103.6.2 AND ASTM C 526. PER F.B.C.R, 5TH EDITION (2014) R103b2.1 WEEP SCREEDS SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM ELEVATION TRADITIONAL C VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE --- PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONOLITHIC FOOTING, ALUMINUM OVER 2xb SUB -FASCIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. ELECTRIC WATER NEATER, 30" UPPER KITCHEN CABINETS, PAVER DRIVEWAY, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. RECORD Copy REVIEWED RIP 0,01i COMPLIANCE PLANT, F}lAM1NFFi . DATE SAIVEQ9.0 601W O- DIMI ION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER 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 (20MPAC170N TEST .13 Q, TI R F, D kc,vulls to be Irerlfred ul Slab Inspection 7` 7 52 �# 1 LA 1% vall I Oki IN REDRAW NOTES II-28-11 CREATED LOT 5PECIFIC PLAN FOR LOT 311 IN THORNBROOKE 40's, ELEVATION "TRADITIONAL-C", GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: COVERED LANAI, POCKET SLIDER AT FAMILY ROOM, DECO METAL KNUCKLE STAIR RAILING, ADDITIONAL PRE -HUNG DOOR AT OWNER'S BATH, 3 MEDICINE CABINETS, VENT HOOD MICRO TO OUTSIDE, ADDITIONAL LAV. AT BATH 3, PAVER DRIVEWAY AND LEAD WALK, PAVER PORCH, TRAY CEILING PACKAGE, (4) PRE -WIRES FOR CEILING FAN5 WITH SWITCH, (4) RECE55 CAN5 WITH WHITE BAFFLE5 AND 5WITCH AT OWNER'5 5UITE, AND (4) RECE55 CAN5 WITH WHITE BAFFLE5 5WITCH AT LOFT, UNDER CABINET LIGHTING AT KITCHEN, AND FRONT DOOR GLA551N5ERT. SQUARE FOOTAGE CALCULATIONS ELEVATION "TR-C" MAIN FLOOR LIVING S.F. 1157 UPPER FLOOR LIVING S.F. 981 TOTAL LIVING S.F. 2138 GARAGE S.F. 451 LANAI 128 PORCH S.F. 89 TOTAL UNDER ROOF S.F. 2806 TOTAL WIDTH 30'-0" TOTAL LENGTH 68'-0" PLAN REVISIONS COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.. 5TH EDITION (2014) R103b.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F5.C.R. 5TH EDITION (2014) R1031o.5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11,4A) AT FRAMED WALL5 TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION WEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. DRAWING INDEX FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORRO5ION-RESI5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE5I5TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. COV - GENE11RAL NOTES, INDEX, SPECIFICATIONS WINDOW INSTALLATION: THE I. WINDOWS SHALL BE INSTALLED AND FLASHED. IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY 1 - SLAB INTERFACE PLAN MANUFACTURER FOR EACH WINDOW, 2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE 2A1 - MAIN FLOOR PLAN NOTES METHOD 15 TO BE USED. DWELLING / GARAGE OPENINGS" 2A2 -MAIN FLOOR PLAN DIMENSIONS THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMB GORE STEEL DOORS NOT LE55 THAN 13/6" THICK, OR 20 MINUTE FIRE RATED DOORS. 2 B 1 - UPPER FLOOR PLAN NOTES FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2B2 - UPPER FLOOR PLAN DIMENSIONS A5PHALT 5HINGLE5 (IF APPLICABLE): 3 /` 1 - �/ A FRONT E LE\ / /`TIC N I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905. fo AND R905.2.6.1 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4669, TYPE II OR /'-1 HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING 3A2 - SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION A5TM615115 HU52bCORDANCE 548I0YRFOR EVERTICAL 0150�TAL (4:12) AND GREATER, ONE LAYER OF UNDERLA MENT COMPLYING WITH D 2ATM p%PVORV 15 REQUIRED IN ACCORDANCE WITH SECTION Rg 3A3 - FLASHING D ETAI LS CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 3 A4 -FLASHING DETAILS RECOMMENDATIONS OF FRSA/fRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTW EDITION WHERE THE Vase 15 DETERMINED IN ACCORDANCE WITH SECTION R3011.1.3 OR THE RECOMMENDATIONS OF RAS 116, N OR 120. REQUIRED UNDERLAMENT PER F.B.C.R, - 5TH EDITION (2014) R905.33 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE II; OR ASTM D 1910 OR ASTM p 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/iRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE 4A -MAIN FLOOR ELECTRICAL PLAN INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vasp IS DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, In OR 120. 4 B -UPPER FLOOR E LECTRI CAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS To BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-O" HIGHER T R - TRUSS STRAPPING PLAN THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND 5HOWER AREA5: N 1 - STRUCTURAL NOTES I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1115 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN Ti AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. Sl - STRUCTURAL DETAILS TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501E TREATMENT IS USED FOR S 2 - STRUCTURAL D ETAI LS SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE65 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE To ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT S3 STRUCTURAL - DETAILS (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5P0UT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (B2 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. S4 - STRUCTURAL DETAILS MECHANICAL.ENERGYCAAND HVR TO THIS SET AT THE TIME OF APPLICATION FOR I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT PLAN H S5 - STRUCTURAL D ETAI LS PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES T D - TRIM DETAILS (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE .GARAGE SHALL BE CONSTRUCTED OF A MIN, % GAUGE (0.48 mm) SHEET STEEL S D - STAIR TRIM DETAILS 4. OTHER APPROVES MATERIAL AND SHALL HAVE A OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FAN5 AND VENTING: I, OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHAli 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 IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE llb RAP) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT To WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: 156UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D16GREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT To ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE To THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. 4 : �••'`Vi'i O W i -.0 Z • a �� 111 Q K ro C U �o 100 0 I I� co 2N�m IV >jm o co 00 0= 1. 3�E LLrro� = =t �� 0� zr�° JOB NUMBER 27002.375 CAD F1LE NAMESANTA ROSA R ISSUED 10-16-17 REVISED 11-28-17 (00") X-11 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST O1 D6MAR, FLORMA 3%77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS•COM TAMPA • IUE gNlFl - EST.1994- iii Vortex Engineering, LLC, 607 S. Alexander St„ Sulte 103 Plant City, Rorlda 33563 813304,4842 FL# 52683 - COA# 28035 - Paul D Kidwell, i - I HEREBY GERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH SECTION P301 OF THE FLORIDA BUILDING GORE, RESIDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF, LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RFSERVE5 THE RIGHT TO MAKE ANY OHAN6E5 AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. SEALen FOR STRUCTURE ONLY • 71 TLE • COVER SHEET GENERAL NOTES REVISION LOG tl 3m'-mil 144" Il_411 13'-411 8114'FTG. W/I-"5 1 CONT. (TYP. AT LANAU PI 8" 8° ACRYLIC 811 81' a =' WIDEN FOOTING 8" AT ELEVATION POCKET SLIDER AND (-) 0'-4" ADD (1) 5 REBAR I �' 411 21_pll Im'_211 II_QII L LL �� 11fill li_/ II QII p�-211 31-4 ■ RECE55 FOR POCKET SLIDER ■ 2-5TORY FOOTING (TYR) 20" H. x 20" W. CONIC. MONO-FTG. ON "5 W/ 3 - CONT. REBAR5 25" MIN. LAP WHERE w SPLICED AND WIRE TOGETHER5OTT. pmPROVIDE OF FTG. SHALL BE 12" MIN. BELOW GRADE ryi ■ 54 @ B II'-211 31_611 51 151-411 N «m> �L N ■ 811 I 51-411 61-1111P//111-111 (\ I \ N CC%16" / VZ4---- \F/A Wx12" DEEP FTG. W/ 2 - 05 CONT. ■ ) o N $11 THICKENED EDGE FOR SHOWER RECE55 W/ I N0, 5 BAR CONT. WC. ELEVATION AT m m (ASSUMED) 3.5'' THICK, 250E OR e 300E P.51. CONCRETE 1- ■I = 5LAB ON GRADE W/ ATILE6E W1.4111.4 ME514 -6x6 OR -FIBER MESH OVER n, * ELEVATION �_ 6 MIL. VAPOR l ) m' 31/2" ' BARRIER ON CLEAN, WELL - COMPACTED, TERMITE TREATED, ■ _ x ' r — ' 7 ' I N <I I OPT, I I OPT, WA2x6LL L WA5HE� DRYER _ — - i1 O GRANULAR FILL. — _ /— — —_ +; cp � / � I) ■ I�I ■ AIR HAN R E LINE5 FROM = 5 SI I /� I /f �/4'-8" LU�;jJ SINK W/ D15P ' 2'-Ill UPPER FLOOR 1S'.gl 4'-6" b PEp. ,n LAY. PROVIDE WATER ��'� 3/4" RECESS LINE FOR ICE MAKER g0�\ ■ � I� FOR ENTRY DR N L .^i �� \\ %\ >*� ■ 16" W.xl6" D. FTG. W/ 2 "5 CONT. TANKLE66 GAS W.N. it °' 6 (TYP. AT GARAGE) 411 p.v.C. F(F `! ♦ / N Ni a;'— 3/4" P.V.C. FFIGONDMATION DRAIN BY PLUMBER \�� - M M i+l ELEVATION _.__ ^;� l-) 01-411 ^l-m" 31-01' �� ♦ ■ W "' i J �� ` r l ll l� 13 -m x3-m A/CI PAD (SEE MEC�I. _ — l / CONTRACTOR I a� 50 GAL I FOR LOC.) I `r 51-011 11-Qll Qll 2'-8" 2'-I" /� 2'-9 I/L" 3'-5 I/Lll SI-0ll W.H. 8ll L — — —. J ELEVATION i ■ 61 l-) 0'-4" PAVERS I � i � I _ <r - ------ ------- , N ----------------- ----------- G.J. i-STORY �— ' FOOTING (TYP.) i p 20" A x 16" W. GONG. i SI MONO-FTG, W/ 2 - S e CONT. RE5AR5 i* S�A PROVIDE 25" MIN. LAP WHERE SPLICED i ■ AND WIRE TOGETHER BOTT. OF FTG. SHALL i ELEVATION BE 12" MIN. BELOW GRADE l u (-) 0' 1 I/2" RECE55 FOR GAR pR ■ ■ a, AA PAVER DRIVE / LEAD WALK 3A2 4"---,1. Il-8l' 1. 6'-81' 1, 2'4' I, 16'-011 21-811 NOTE: PROVIDE GAS DROPS (IF REQUIRED) FOR ALL GA5 APPLIANCES. (VERIFY LOCATION OF ALL GA5 APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) TAYLOR MORR16ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 IN5TALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE FNDICATES I S S 2 05 FOOTING LEGEND: D 1211 DEEP x24"x24'l CONC. FOOTING W/ (3) S BARS EACH WAY. r-2 2011 DEEP x24"44" GONG. FOOTING W/ (3) S BAR6 EACH WAY. G 12" DEEP 601160" GONG. FOOTING W/ (3) S BAR5 EACH WAY. R4 16" DEEP x36'lx36" CONC. FOOTING W/ (3) 05 5AR5 EACH WAY, 12" DEEP 60"60" GONG. FOOTING W/ 45 5AR5 AT 9" O.C. EACH WAY. THE FOUNDATION 5Y5TEM HA5 BEEN DE51GNED U51NG A MINIMUM 501L BEARING CAPACITY OF 200E-P5F (R401. 4. I F5CR). ELEVATION (-) 0'-4" INDICATED ON THI5 PLAN WILL BE EQUAL TO OR GREATER THAN THE ESTA51-I6HED NAND. (NORTH AMERICAN VERTICAL DATUM) MINIMUM TOP OF SLAB ELEVATION A$ 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 FIN15H FLOOR ELEVATION FOR ANY STRUCTURE BUILT IN A FLOOD DE51GNATION A5 5PECIFIEp BY FEMA AND LEE COUNTY LDC CHAPTER 6, ARTICLE IV FLOOD HAZARD REDUCTION. FOUNDATION PLAN GARAGE RIGHT K m LO r0 J Lo 0 N~ N � C4 sm N . ,= L J� o� L, L LL • 0 ;C J-0h 0��0 �c W N p N 60 ron 0.-CC0 z uv JOB NUMBER 27002.375 • CAD FILE NAMESANTA ROSA R ISSUED 10-16-17 REVISED 11-28-17 DAVIS BEWS DESIGN GROUP 150 STATE COD �11 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St , Suite 103 Plant City, Florida 33563 813104,4842 FL# 52683 - COA# 28035 - Paul D, Kidwell, RE, E, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN OOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE EN61NEER HA5 NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUR LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY GHAN6E5 AFTER TRU55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER, SEPLED FOR 5TRUOTURE ONLY Ln Lu 0 C) Ln 0 0 CV') FC:) pimmimmi STREE0 T 2138 ; • TITLE • SLAB INTERFACE PLAN REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS 0 3-265H. HD. AT V-0" T.O.M. * EGRESS 0 ATTENTION TRU55 MANUF.: ■ I TRAY CLG. IN OWNER'S SUITE 15 DOW -FRAMED OWNER'S SUITE 13'-10"x12'-10" 9'-4" TRAY CLG. C�; T.O.M. BOTTOM OF LINTEL T.OM. 9'-411 AT 8'-0" AFF. 9'-411 A.F.F. A.F.F. ■ ------ ■ ACRYLIC0 I BOTTOM DF LINTEL LANAI BOTTOM OF LINTEL O �AT 84" A.F.F. 16'-0%7'-4" AT V-0" AFF. O 9'-4" PLT. HT. T.O.M. 91 411 I r.OM. AFF. O 5' 4° ■ AFF. ■ 00 000 00000000000000000000 00 000000000000NO 00 00 •00000000 0 0 0, 0, 0,.o,.o,.o o,.o 0 0 0 0 0 0 0 0 0-0,.0 00000 0° ° 15- 9-Dx8-0 TEMP. PKT. SLIDER °° 2-Sx6-8 H °0 tL'G' 11 2 STORY 1 520 CLG. 0° o° o° TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3 111 53't V) WINDOW CALL -OUTS ( 2611 12 5H 1/2 32 5H 22 5H 32 5H W D = 39" 13 5H 1/2 33 5H 23 5H 33 5H J 0 5111 14 5H 1/2 34 5H 24 514 34 5H z 15 5H 1/2 35 5H 25 5H 35 5H �--i Z 1211 16 5N 1/2 36 5H 26 5H 36 5H G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, LU W WINDOW 51ZE5 AND INSTALLATION MAY VARY PER F- MANUFACTURE 5PECIFICATION5, 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (SINGLE HUNG-54 CA5EMENT- C5MT, OR FIXED GLA55- F.G.) Z 2-STORY VOLUME 00 °o ALL EMERGENCY ESCAPE AND RESCUE NOTE: OPENINGS SHALL COMPLY WITH R310 ° PER F.5.C.R. - 5TH EDITION (2014). o° HATCHING INDICATES DOUBLE Q GATHERING ROOM o0 K0. BLOCK COURSE W/ (2) ro 14'-6"x16'-0" 0° IN EACH (NOT REQ'D AT OPT, 2-STORY VOLUME # GAME RM.) Tl s 9'-4" FLAT CLG. 00 W/ OPT. GAME ROOM 00 FLAT CLG_ o 0o C 54 8'-8" FLAT CLG. ARCH FROM 00 (AT VOLUME ■ 81-0" TO 8'-811 Q o0 CEILING) Ulf °o M.C. X °° 2-Sx6-8 OWNER' �' ' BATH "- -- — ____ __ _ ___ 00 0 ■ 91 411 2-46-8 u o0 BEARING - WALL (NO W.C. SI r; cat UPLIFT) 9' 4111 DINING ROOM O TEMP. GL. ENCL. OPENING CLG. 1 I SEARING WALL 14'-6"x10'-0" ON 42" H. LOW WALL INTO UNDER I I (NO UPLIFT) 9'-4" FLAT CLG. 21-0" �10 C, STAIRS I 4 � a TILE 18" H. TILE SHOWER SEAT 1 STAIR DATA: II HANSEN x DRYER 18 RISERS AT 36 N. ■ 51 I 138 11 EACH KNEE [COUNTERTOP Box ■ F 15H. � F — � VENT — — 10.0011 TREADS WALL (SEE DETAIL) OPT. 11—OPT. — R/5 0 LWASHER J L DRYER J x N RAILING / — — — — — LAU N ° — — AIR HANDLER — — ■ LINES FROM OO m � ,,--NEWEL // IN "ON-Q'I UPPER FLOOR �� POST SINK 2.8x6-8 PANEL gl-4" `� �1 G.C. VERIFY \ ( W/ D1510 CLG. "p " STAIR RAILING I VENT HOOD ANp S SOFFIT AND NEWEL P05T MICRO TO EXTERIOR ABOVE 2-8x6-8 ARCH FROM SELECTION to PED. I g,s'-K/11 To 8'-8/ �, KITCHEN � LAV. ■ CLG. BARREL ARCH Q ■ FROM V-0" , \ 9'-4" FLAT CLG. TO V-811 3 I HALF / O BATH ci IQ ■ FOYER TEXTURED FOAM I FLUSH FRAME O ♦ g i — — — i 34"&0" A/C ONOTE: INSULATE SANDING (rrP.) To FURRING I ALL INTERIOR BEARING WALLO ■ PAD (SEE MECH. (SEE ELEVATION) I PORCH J ANGLED WALLS I I CONTRACTOR $1 INSULATE 50 GAL 9'-4" PLT. HT. BEARING ARE AT 45° (UN.OJ W.W. L — — — J FOR LOC,) -- INSULATE 26WALL WALL — — FLAT HEADER ASV. AT 8'-0" APRi 1 �{ ■ ■ ■ PAVERS L - — — — — — — ■ LINE5 ATTIC ACCE55 T.OM, FLOORR ASVV.. 9' 4" AFF. I INSULATE 2 CAR GARAGE ■ ■ FLAT HEADER ABV. 20'-0%20'-0" LINE OF AT V-0" APP. 9'-4" PLT. HT. DRY5TACK LEDGE5TONE (TYR) G.G. VERIFY GLASS ■ LINE OF GARAGE DOOR IN OPEN P051TION 0 ■ r_ ��----------------- 0 INSERT FOR FRONT I 1 O DOOR REFER TO SHEET 2A2 1 1 FOR MAIN FLOOR LINE pRYSA CK ■ 1 SI 1 ■ PLAN DIMENSIONS LEDGESTONE I / (TYP.) / I H.S. It ( 16-00-0 O.H. GARAGE DOOR I 0 T.OM. O 9'-411 A.F.F. PAVER DRIVE / LEAD WALK AA 3A2 OPT. AIR 5WITC FOR D15P, I" SHIM AS REQV. . 1'-011 �- CA51NG 2x STUDS (PER 5TD. PLAN) 5A5E CA51NEr BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/21' : 11-011 VARIES (SEE PLAN) STRUCTURAL. LEGEND fl'l,�41NFILOCIR 8" K.O. BLOCK FILLED W/lU 05 BAR OVER 811 - PRE-ENGINEERED CONCRETE LINTEL FILLED WI(I) "5 BAR lA - 8" K0. BLOCK FILLED W10) 05 BAR CONT, OVER 8" COMMON BLOCK COURSE OVER 8" PRE-ENGINEERED CONCRETE LINTEL W/lU 05 BAR, GROUTED SOLID. . _ 8" PRE-ENGINEERED CONCRETE LINTEL 05 FILLED W/lU BAR 8" LINTEL5 SHALL BE FILLED, BELOW 811 0. BLOCK FILLED AND REINFORCED W/(I) "5 BAR ® - PROVIDE (3) 2x4 STUDS W/ (1) 6IMP50N HTT4 CONNECTORS AT BASE. PROVIDE (5) 2x6 STUDS W/ (1) 51MP50N HTT4 CONNECTORS AT BASE. © - PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 058 FLITCH PLATE, TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (U 6IMP50N L5TA15 STRAP, THE JACK-6TUD5, IN TUI;N, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP60N H25 CLIPS. iC7 - PROVIDE (3) 2x8 STUDS W/ (U 51MPSON HTT4 CONNECTORS AT BASE. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2x6 + SYP W/ 1/2" 055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-6TUD5 AT EACH END WITH lU 6IMP50N 15TA12 STRAP. THE JACK-5TUD5, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) 51MP50N H2.5 CLIP5. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6411 FOR 1-DAY5 AFTER GROUTING, STRUCTURAL NOTES ALL LVL'5 TO BE Fb--2950 PSI MIN. ALL WOOD LOAD BEARING HEADERS TO BE (2) 2XI2 U.N.O. 4 ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS NOT A SPECIAL FLOOD HAZARD AREA O ORANGE PEEL (OR SKIP TROWEL) WALL TEXTURE. INTERIOR (COLOR c PER C55) FLAT LATEX 911, Gg KNOCK DOWN (OR SKIP TROWEL) CEILING TEXTURE - INTERIOR TM WHITE FLAT LATEX CEILING PAINT (DINTERIOR TRIM PAINT TO BE SMOOTH FIN15H TM WHITE LATEX SEMI GLO55 TRAY CEILING SECTION TRUSSES ATTIC ACCESS DETAIL SCALE: 14" = 1'-0" SCALE: 1/2" : 14" NOTE: C1: RECOMMENDED MA60NRY CONTROL JOINT. ■ INDICATES I "5 ♦ INDICATES 2 "5 R - Value Chart WALL CONSTRUCTION R-VALUE (MIN.) FRAME WALLS (WHERE APPLICABLE) R 13 CLG. INSULATION R 38 MA50NRY WALLS R 4.1 KNEE WALL R 30 GARAGE FRAME WALL5 R 13 MAIN FLOOR PLAN NOTES GARAGE RIGHT K m U too to O N1 N o$Mm L. >;JM 0y� 0 0 0 I OO OO 3� F ro� N ro� o� �+ Z;;2 •JOB NUMBER 27002.375 • CAD FILE NAMESANTA ROSA R ISSUED 10-16-17 REVISED 11-28-17 DAVIS BEWS DESIGN GROVP 150 STATE SIT= EAST OI )9MR, FLORDA W77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENN/Fll. F r19%�. oil IIIVortex Engineering, LLC, 607 S Alexander St, Suite 103 Plant City, Florida 33563 813,704.4842 FL# 52683 - COA# 28035 - Paul D, Kidwell, PE, -- I HEREBY GERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HAS NOT REVIEWED THE PRE- ENGINEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RE5ERVE5 THE RIGHT TO MAKE ANY 6HAN6E5 AFTER TW155 LOAD INFORMATION IS SUPPLIED TO 7HE ENGINEER. ",,_5EALED FOR 5TRUOTURE ONL'l` 2138 • TITLE • MAIN FLOOR PLAN NOTES • REFER TO SWEET 2AI FOR MAIN FLOOR PLAN NOTES 1, MOM p 9 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES f CC O w •Z" • GJ rr• .I '•. •° C r ����'� bd l • PQ`Oe�' 1 MAIN FLOOR PLAN DIMENSIONS- SCALE:GARAGE IHT K m C 0 00 N MMN„ ON\'/(' L• L >JM ��,�'• L. 0 0 �= h '0 h �. o�C0 iLrroI N 00 f0 6 (tl ^ � ZG�vv •JOB NUMBER 27002.375 • CAD FILE NAMESANTA ROSA R ISSUED 10-16-17 REVISED 11-28-17 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR,, F ORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • 17E1% V .mom EST.1994 F-=_ Vortex Lngineerhg, LLC, 607 S. Alexander St, Sulte 1.03 Plant Clty, Florida 33563 813.704 4842 FL# 52683 - C54 28035 - Paul D, Kidwell, P L, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDIN6 CODE, RESIDENTIAL (5th EDITION). THE EN6INEER HAS NOT REVIEWED THE PRE- EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRJ55 LOAD INFORMATION 15 5)PPLIED TO THE ENGINEER. SEALED �Oi2 5Ti2UGTURE ONLY 2138 ; • Tl TLE • MAIN FLOOR PLAN DIMENSIONS 5TAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. 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 THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE R301.5 PER F.B.C.R - 5TH EDITION (2014). * * * * * * * * 5TAIR NOTE5 SEE SHEET DTI FOR STANDARD STAIR DETAILS AND NOTES. SPECIFICATION FOR LANDINGS AND STAIR CONSTRUCTION: ITHE FOLLOWING SHALL APPLY U.N.O.) • ALL STRINGERS TO BE 2-2x12 � SYR • ALL STRINGERS TO ATTACH AT LANDINGS AND UPPER FLOOR LEVELS WITH SIMP50N LSC HANGER • 6TRINGER5 RUNNING PARALLEL TO AND SUPPORTED BY A WALL SHALL BE ATTACHED: •• AT MASONRY/GONG. WITH 114" DIA x 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). �• AT WOOD WITH (4) 0.131 x 31/2" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN THIS WAY, L5U HANGERS ARE NOT REQUIRED AT THE ENDS • ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2x4 FOOT (TO BE PT AT GONG.). ATTACH FOOT TO FLOOR: •• AT CONC. W/ 1/4" DIA, x 3" TAPCON5 AT 1211 O.C. •• AT WOOD ATTACH W/ 0.131 x 31/2" NAILS AT 8" O.C. TO TRU55/JO15T/ 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 26 � SYP, MIN, AT 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2x12 � 5YP WITH 2-2x4 SUPPORT STUDS AT EACH END. •• IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131 x 31/211 R.S. END NAILS AT EACH LANDING JOIST, AND (2) 0.131 x 3 1/2 11 TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2x8 WITH: ••• (4) 0.131 x31/2" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 1/4" x 3" TAPCON5 AT 8" O.C. STAGGERED AT MASONRY/CONCRETE ATTACHMENT. •• ATTACH JOISTS TO LEDGERS OR BEAMS WITH 6IMP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. �c UNDER-5TAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SUFFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM 50ARD PER F.B.C. 2010 RESIDENTIAL CODE R302.1 3/411 PLYWD, DECKING __7FLOOR SYSTEM 2x STRIN LU LINE OF I i e DOOR IN FOREGROUND I I I I III I I I T 36" H. CONTINUOUS 42" H. GRASPABLE LOW WALL RAILING >11 BEAM LINE OF b'-8" MIN. HEAD CLEARANCE FLOOR 1000 SYSTEM (TYP.) � � c RAILING P NOSING (TYP.) m� 2x TREADS AND Ix RISERS (TYP.) 11 TREADS AT 10.00" EACH STAIR SECTION. SCALE: 1/4" = I'-011 SrAiR �aiuNG AND NML Posr SELECTION PROVIDE ---- PAN AND DRAIN UNDER A.H.U. 24" W. METAL A/C PLATFORM TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 20" 24" 3611 48" WINDOW CALL -OUTS 2 20" 1818 F.G. 2018 RG. 3018 RG. 4018 F.G. W M = 24" ° 1820 F.G. 2020 RG. 3020 F.G. 4020 F.G. J 5 0 3611 1830 5H 2O30 5H 3030 5H 4030 5H Z 0 1840 5H 2O40 5H 3040 5H 4040 5H i-- Z 60" 11550 5H 2O50 5H 3050 5H 4050 5H rl2 1860 5H 2O60 5H 3060 5H 4060 5H 0 G.C. VERIFY MA5ONRY OPENING5 FOR ALL WINDOW5, cUj n WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURE 5PECIFICATION6. Z 6 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-54 CA5EMENT- C5MT, OR FIXED GLA55- F.G.) * ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R. - 5TH EDITION 12014 UPPER 1=LOOR 5TRUGT1JRAL LEGEND - PROVIDE (3) 2x4 STUDS W/ (1) SIMPSON HTT4 CONNECTORS AT BASE. - PROVIDE (3) 26 STUDS W/ lU SIMP50N HTT4 CONNECTORS AT BASE. 10 - PROVIDE 2-PLY 1.15" x 12" LVL BEAM NAILED TOGETHER W/ (2) ROWS OF 16d NAILS AT 12" O.C. FROM EACH FACE, ANCHORED TO DOUBLE JACK -STUDS AT EACH END WITH (2) 5IMP50N M6TA30 STRAPS. II — PROVIDE 2-PLY 2x12 NO.2 5YP BEAM W/ 1/2" 055 FLITCH PLATE TIED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 5IMP50N LSTAI2 STRAP. 12 — PROVIDE 2-1-LY 26 NO.2 5YP BEAM W/ 1/2" 058 FLITCH PLATE TIED TO DOUBLE JACK -STUDS AT EACH END WITH (1) SIMP50N L5TAI2 STRAP. • EXCEPT AS NOTED ABOVE, WOOD HEADERS IN LOAD BEARING WALLS SHALL BE 2-PLY 2xb 02 5YP W/ 1/211055 FLITCH PLATE, ANCHORED TO DOUBLE JACK-5TUD5 AT EACH END WITH (1) 5IMP50N L5TAI2 STRAP. THE JACK -STUDS, IN TURN, MUST BE TIED TO THE BOTTOM PLATE WITH (2) SIMPSON H2B CLIPS. PROVIDE TEMPORARY SHORING AT MID -SPAN OF LINTELS LONGER THAN 6'-011 FOR 1-DAY5 AFTER GROUTING. STRUCTURAL NOTES • ALL LVL'S TO BE Fb--2S50 P51 MIN. • ALL WOOD LOAD BEARING HEADERS TO BE (2) 2XI2 UN.O. • ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTING COMPONENTS • NOT A SPECIAL FLOOD HAZARD AREA CLEAR OPENING HEIGHT5 *. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE %122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2M0 PER F.B.G. 2010 RESIDENTIAL CODE R6123 TRUSSES ATTICACCESS DETAIL SCALE: 1/2" = I'-011 r • � cr LU 4 • ✓ i � •r // •• .•00 '0I �� 11 i UPPER FLOOR PLAN NOTES GARAGE RIGIiT x m U r0 0 co N `' L o5 L L L• 00 2` Eo�C'0 �rrocy cy O 0 Z2� •JOB NUMBS 27002.375 ,• CAD FILE NAMESANTA ROSA R ISSUED 10-16-17 REwSED 11-28-17 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST Ol.Ds MR,M.ORmA 3077 813.925.1300 -rr=L 813.925.1800 FAX W W W.DAW%EWS.CAM -T'ANWA • DEhiVER. EST. IW4 r =� 11� Vortex Engineering, LLC, 607 S. Alexander St, Suite 103 Plant City, Florida 33563 813 704.4842 FL# 52683 - COA# 28035 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTAGHED ION, AND FIND IT TO BE IN COMPLIANCE KITH SECTION R30I OF THE FLORIDA 5UILDIN6 600E, RE5IDENTIAL (5"h EDITION). THE ENGINEER HA5 NOT RWEWFO THE PRE- EN6INEERED TRU55 MANUFLAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITION5 AND RE51FRVE5 THE RI6HT TO MAKE ANY CHAN6F5 AFTER TRU55 LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. �SEHLEP FOR 5TRUGTIL ONLY 2138 • TI TLE • UPPER FLOOR PLAN NOTES REFER 70 SHEET 251 FOR UPPER FLOOR PLANNOTES REFER ?0 SHEET 251 FOR UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN DIMENSIONS GARAGE %RH T x m w 0 ro in 1, 0 J N� h w �M am 0 M L ` N L 0 0o t0 C 0 _0 LLL �W. N . 0 yro� o *+ M JOB NUMBER 27002.375 CAD FILE NAMESANTA ROSA R ISSUED 10-16-17 REVISED 11-28-17 JL I DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST 0LD&MAk RDRMA W77 813. 92.5 , 1300 I'M 813. 925. 1800 FAX W W WnAVISBEWS.CAM TAMPA • DENJ\/ER. EST. 1994 111 111 111 ��� 111 111 Vortex Engineering; LLC, 607 S Alexander. St„ Sulte 103 Plant City, Florida 33563 813,704,4842 FL# 52683 - CUA# 28035 - Paul D, Kidwell, RE, - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED OE5I6N, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R301 OF THE FLORIDA 5UILDIN6 CODE, RE51DENTIAL (5th EDITION), THE ENGINEER HA5 NOT REVIEWED THE PRE- ENOINEERED TRU55 MANUP. LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDITION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHAN6E5 AFTER TRU55 LOAD INFORMATION IS 5UPPLIED TO THE ENGINEER. �5EALED FOR 5TRUDTURE ONLY 2138 • TI TLE • UPPER FLOOR PLAN DIMENSIONS �c CLEAR OPENING HEIGHT5 �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 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE %122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 209O PER F.B.C. 2010 RESIDENTIAL CODE %123 11/2" THICK SAND FIN16W KEYSTONE 77 (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING Y5 Z U_ NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F$.C. RESIDENTIAL CODE R103b.1 AND A5TM C926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R703.62. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" 8" BAND PLT. HT. i 1'-4" W. x F-0" H. DECORATIVE FIXED SHUTTERS I SECOND F.F. LINE _ T.OM. DECOARTIYE CORBEL (SEE DETAIL) (TYP.) 6" BANDING TEXTURED FOAM BANDING (TYP.) all (SEE DETAIL) DRYSTACK LEDGEVT E (TYP.) MAIN F.F. LINE G.C. VERIFY - ALL BANDING AT STONE LOCATIONS 15 TO PROJECT 1/2" PAST THE FACE OF THE STONE H ALUMINUM TUBING BARS FOAM BANDING SIDE VIEW FRO NT NT VIEW 0 RAISED FOAM BANDING DETAIL SCALE: 1/2" - 1'-0" 411 I* all L I I ao a� v II AEI �I FRONT VIEW SIDEVIEW DECORATIVE CORBEL DETAIL SCALE: 3/4" - I'-0" 6 12 ALE a6 C.C. VERIFY ALUMINUM R SHINGLE OVER 2x6 5UB-FA5CIA ROOF 12 6 G.C. VERIFY 2x6 ALUM. (TYPICAL) STUCCO — STUCCO 411 BANDING FINISH 7 FIN15H -- (TYP.) /` EQ EQ. 1'-411 W. x 51-011 H. DECORATIVE 4, SHINGLE 12 FIXED SHUTTERS * ROOF 6 411 BANDING (TYP.) SHINGLE 12 SECOND F.F. LINE ROOF 6 411 BANDING T.O.M. 2411 W. x 2'--6" H. 56 BOTT. OF COACH $11 BANDING DECORATIVE BAND AT T.O.M. LIGHT FIXED SHUTTERS 5" BANDING DECOARTIVE CORBEL (SEE DETAIL) (TYP.) — TEXTURED El El E 1:1 E E El El FINISH 611 BANDING El [71 El El 1-1 El El F-1 DRYSTACK ❑�����❑❑ �EDPESTONE In TEMP. _ = MAIN F.F. LINE © COPYRIGHT 2014, 7AYLOR MORRISON 4" BANDING GRADE LINE G.C. VERIFY CzLASS (ASSUMED) INSERT FOR FRONT DOOR FRONT ELEVATION SCALE:1/411 -- 1411 `,eeeaaaari�,�� LC. ` `A1, � • ~J rY TRADITIONAL ELEVATION "C" GARAGE . C x C; U 0 N 0 -1 �� Nti y :r >>jm L ` � V) . QO c 1vo OmCO E LLL t =*;m f+ zr�� 11 JOB NUMBER 27002.375 CAD FILE NAMESANTA ROSA R ISSUED 10-16-17 REVISED 11-28-17 ;1JR)1501 6 C 3 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST WYMAR, FLARMA W77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TA "PA • DENVER. - EST: 1994- 111 111 111 ��� 111 111 Vortex Engineering, LLC, 607 S, Alexander St., Suite 103 Plant City, Rorlda 33563 813,704 4842 FL# 52683 - COO 28035 - Paul D, Kidwell, i - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO eE IN GOMPLIANGE WITH SECTION R301 OF THE FLORIDA BUILDIN6 CODE, RE51DENTIAL (5th EDITION), THE ENGINEER HA5 NOT REVIEWED THE PRE- EN6NEERED TRU55 MANR LAYOUT TO DETERMINE ANY LOAD BEARING GONDITION5 AND RESERVES THE R16HT TO MAKE ANY 6HAN6ES AFTER TRUSS LOAD INFORMATION 15 SUPPLIED TO THE ENGINEER. ',,_5EALED_FOR 5TRUGTURE ONLY 2138 • TITLE • FRONT ELEVATION DETAILS LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT, X 144 = 61 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 I ` `--- -------- - HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ, IN. ya d f �e ACTUAL SOFFIT VENTILATION = 232.80 SQ. IN. 4:12 4:12 I — ----------------L --- ------------- I —I I I I I UPPER ROOF 6:12 C -� i VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =1274 SQ. FT. / 300 = 4.25 SQ. FT. 6:12 i X 144 = 612 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. ACTUAL SOFFIT VENTILATION = 536.70 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING I I * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS I y I REQUIRED, PER MANUFACTURER'S SPECIFICATIONS I 6:12 L rO i OF NET FREE AREA PER VENT. A 5ADDLE ----------------- GARAGE ROOF I I VENT REQUIREMENTS I I VENTILATION CALCULATIONS 6:12 _ _ ATTIC AREA = 408 SQ. FT. / 300 =1,36 SQ. FT. e i X 144 = 196 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. - # UPPER 2/3 ROOF VENTS REQUIRED =1 TYR HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ, IN. OVERHANG I 6:12 6:12 ACTUAL SOFFIT VENTILATION=132.50 SQ. IN. AT HIP (UN.0) I I I I ------------- -------------� AA ROOF PLAN 12 6" PLT. HT. m 4 12` SECOND F.F. LINE — "' T.OM. SCALE: 1/6" = I'-0" /SHINGLE ROOF 0-TEMP. Zsrucco r FINISH � 12 Q6 r ml /TEXTURED = FINI5H 7 MAIN FF. LINE _ _ _ _ - - GRADE LINE TEMP. (ASSUMED) LEFT ELEVATION SCALE:1/8" = 1'41 * CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR 5Uf;FACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB.C. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R6123 _PLT. HT. PLT. HT. _ L6N6 INGLE 1�2 ROOF SECOND FF. LINE SECOND �F. LINE T.O.M. _ i7/TEXTURED H DRYSTACK TEXTURED FINISH �l LEDGESTONE 6' (TYP) MAIN F.F. LINE MAIN FF. LINE _ 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: Ll THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.S.C. RESIDENTIAL CODE R103.6.1 AND 3/4" ASTM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 FB.C. RESIDENTIAL CODE R103.62. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" AT 24" O.C. (TYPICAL) - It zn 2 CAR GARAGE ROOF TRU° AT 24" O.C. (TYPICAL) 11 E n❑n ❑ LOFT 0 P�BR. [ rp --- FLOOR SYSTEM -�•- SEAM �- KIT. BEAM 12 Q6 TRU55 Z 2-STORY VOLUME 712 e GATHERING E°� m DINING LA SECTION AA SCALE: 1/8" = 1'-0" 12 12 6� HINGLE �6 �-5 ROOF PLT. HT. /6TUCGO F6. FG' FINIS>N 4 2 2 SHINGLE _SECOND PP. LINE ROOF T.O.M. GRADE LINE (ASSUMED) TEXTURED FINISH MAIN F.F. LINE _ CONC. LINTEL SHINGLE 12 ROOF 6� �6 SHINGLE 6 I; ROOF, PLT. HT. LT. HT. _ _PLT. HT. STUCCO FIN15H'T" as --STUCCO ' * t FIN16H7 /SHINGLE 8„ i 12 Q 4 _ SECOND FF. LINE _ RppF SECOND F.F. LINE _ 8 - _ SECOND F.F. LINE T.O.M. 7 T.O.M. T.O.M. 2 0" /TEXTURED LEDGESTONE RETURN FINISH AD FINIS AT 51DE5 ITYP.) (UN.O.) MAIN FF_LINE - _ _ _ _ _ MAIN F.F. LINE GRADE LINE (ASSUMED) d- o, MAIN FF. LINE REAR ELEVATION RIGHT ELEVATION TRADITIONAL ELEVATION "C" GARAGE RIGHT K ro r0 O J J Na 0N�W em N �- �. > sJM L ` o�� 00 ,O O� 2 J= ~ 0 LL ro N 0 LN �dn Z��� •JOB NUMBER 27002.375 • CAD FILE NAMESANTA ROSA R ISSUED 10-16-17 REVISED 11-28-17 DAVIS BEWS DESIGN GROUP 00 STATE STREET EAST OLDSMAR, FLORIDA 34G77 813 .925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEIVVER EST.1994 11� 111 ��� 111 111 Vortex LngineeHng, LLC 607 S, Alexander St , Suite 103 Plant City, Florida 33563 813,704,4842 fL# 52683 - CNA# 2BO35 - Paul D Kidwell, RE. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTAGHED DE51ON, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R30I OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE ENGINEER HA5 NOT REVIEWED THE PRE- ENGINEERED TRUSS MANI LAYOUT TO DETERMINE ANY LOAD'BEARIN6 CONDITION5 AND RE5ERVE5 THE RI6HT TO MAKE ANY CHAN6E5 AFTER TRL55 LOAD INFORMATION 15 5UPPLIED TO THE ENGINEER. \—SEALED FOR 5TRUGTURE ONL�,) 213 8 .===mom • TITLE • SIDES AND REAR ELEVATIONS SECTION ROOF PLAN DETAILS 3A2.0 Jr IVIA I CKIAL F'CK :VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER OF FRAMING PLAN .un BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING TIE-IN WITH WEATHER RESISTIVE BARRIER`. 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE gk BRG. HGT IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE ' s 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 FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS SHOWN, PROVIDE a"" -1'" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I i WATER PROOF CAULKING LLEXTERIOR FINISH � PER BUILDER _ PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST � AND UP WALL BY 6" F. I WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING '9T,y FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST C 3J`G' WEATHER RESISTIVE BARRIER P� SILL PLATE (SEE DETAIL B O O FOR OPTIONS) P� SCORNER PATCH 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 BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER RESISTIVE BARRIER TAPE 2 � (ASSEMBLED FLASHING 1 WINDOW) , 2 - EXTERIOR SHEATHING SILL PLATE 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. PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" I SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK -- SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. � I � I I 2X8 TRIM BOARD I I I I I STUCCO "J" MOLD SHEATHING TEXTURED CEMENT PLASTER FINISH TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC 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 R703.8. 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 -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL 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. R703.8 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 C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. 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 FOR SUBSEQUENT DRAINAGE. 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, 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. 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, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 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. FLASHING DETAILS x m U �o N �0 Y/ N �M 0NLm 00 N ' 0 % J 0%C00 L a 06 N Z-20 JOB NUMBER 27002.375 • CAD FILE NAMSANTA ROSA R ISSUED 10-16-17 REVISED 11-28-17 ml DAVIS BEWS DESIGN GROUP 150 STATE STR.EE'T EAST OUXMAR, FLOPMA 34677 80. 925. L300 7"M- 813. 925. 1800 FAX W W W.DAVISBEWS.COM TA.hAPA • DENVER. - EST. 1994 �- J* 2 38 Ir1�11=II�I�IA��.IA♦�1�1� • TITLE • FLASHING DETAILS FLASHING ° °° SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHESIVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF -ADHERED FLASHING / WEATHER RESISTIVE WINDOW UNIT BARRIER DOOR ROUGH OPENING SLOPE WOOD FRAME CONSTR 0.3 in: 12.0 in SELF -ADHERED FLASHING 3/4"A" BEAD OF CONSTR. (0.6 cm: 30.5 cm) BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAZI BRAND rx" �OR EQUAL WEATHER PROOF CAULKING EXTERIOR I,}dan Pu Ilx z�,u �k,y,x?m mlg 3 �il CEMT. FIN. 8N1 nil i p ui gill Tlilsil �r SELF -ADHERED FLASHING BUILDING PAPER ll ln;XlNt�t�fi NMMbW(; ,W tl YIIWI.f �t SEAL TOPS OF JOISTSWIRE LATH ,� ux UNDER DECKING' "�'+ SEE DETAIL WP07,m " " r+t SUBFLOOR w RIM JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-l" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING F UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) I SECTION -A (SEE --• DETAIL WP02) SELF -ADHERED FLASHING / NAILING FLANGE SELF -ADHERED — FLASHING DO NOT FLASH OVER SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING x SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD Or \ *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: I. G P L.. FLASHING FLA SHINNG PER TEXTURED, PAINTED -- EXTEND MIN. OF 6" OUTSIDE OF FLASHING � MANUFACTURES SPECIFICATIONS ROOF CRICKET: EXTER. WALL FINISH MIN: 3:12 SLOPE PLASTER STOP CRICKET AS SPECIFIED (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF i BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER 6" DIVER ER M FLASHING DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH '.,.`.�° :: HOLD EXTERIOR i�:� a FINISH 2" ABOVE n ° °.,., ROOF a� v. rc t °: : t� a is °° v .e:t ::: a o is f : :� .�. ;� :. ° :` :Az r FLASHING CAULKING is i; 4 1,,: 47.;• �J.1• .,;ftti; •!": •;JY; is ` i:° .:✓.v'�J �: �!°; •':1n ��}.t:':1.�4 FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING - 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE s� " FASCIA FIGURE 3: CORNER DETAIL FLASHING W/ TAR CONT. GALV. "L" — FLASHING PER / MANUFACTURES SPECIFICATIONS y OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED 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 SHINGLE OVER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL �---- SEALANT FLASHING DETAILS FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT R;o TYPICAL ROOF TO WALL FLASHING DETAIL T o RAKE METAL DRIP EDGE TO BE OVER '`— LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT CERTAINTEED WINTERGUARD GABLE ENDS WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. SAVE 7" PIECES TO USE IN 5TH COURSE EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE FIGURE 4: VALLEY DETAIL METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT 2 ,, EAVES FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. - 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7/16" O.S.B. SHEATHING METAL FLASHING 31 /2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: \\ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST / SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI SELF -ADHERED FLASHING OUTSIDE CORNER 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER - 7/16" O.S.B. SHEATHING - KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK _VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUTAND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. N.T.S. C K 0 U too 0 J NII n am N � � L. L j 0�LL 0 ° '0 J 4 ~ 0C0 IL L ro too N 0 f0 *0 z • JOB NUMBER 27002.37E • CAD FILE NAMEANTA ROSA R ISSUED 10-16-17 REVISED 11-28-17 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST 0UXMAR, FLORmA 3*77 813.925.1300 TEL 813.925.1800 FAX W W W.DAWSBEWS.COM TAMPA • DEIVVER. - ESr 1994 2 10 ljo ��II�I•I�I��p���1��I11��O1�r111 W Mrll • TI TLE • FLASHING DETAILS II0 3T4 0II ■ /" T ROUGH -IN FOR OPT. J FANLIGHT ;O,rzOWNER'S SUITE ■ F_-_VY-(P� --- 220 V.V. L__J - .� LAUN. , J ROUGH -IN FOR OPT. I EAN/I.IC�I-IT 7717 WALL MOUNT LIVING ROOM UP TO / FAN/ LIGHT ■ PENDANT (VERIFY LOCATION) � CH (VERIFY) DINING ROOM G.C. VERIFY UNDER CARNET F•I•/ �O I ■ LIGHTING MICROWAVE HORIZ GFJ• OUTLET +14" "ON-Q" ��', I LIGHTS P ■ I PANEL / // ��� KITCHEN 1 220 V. Vr HOOD AND / / \ , ■I MICRO TO EXTERIOR PENDANT / HALF BATH D / (VERIFY / '-: �_—l0% W.P. LOCATION). / / \ GFJ. GF.I. G.F.I. ■ 'PORCH , - - GF.I. r---� I 0 ■ AT 48° O I DISCOWN. AT 48" W.P. I I LIGHT AND SWITCH W.P. PUSHBUTTON FOR IN ATTIC— — / _ I G.F.I. GD. OPENER i _.. `� � ■ 2 CAR GARAGE ■ I1 150 AMP. ELEC, CLG. OUTLET PANEL FOR GD. OPENER I ■ ■ -----------`--- -, 1 \ ■ I I I GF.I. • / I CsF.I. At 4811 * * * * AT 48" I I IRRIG. G.G. VERIFY ALL \ SMOKE DETECTORS I / TO BE HARD -WIRED i COACH COACH �� LIGHT LIGHT LECTfRICAL <E�r DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER r. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN Q EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL.) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sc SMOKE DETECTOR sow SMOKE /cA LEPHONE � �)O. CONDO DETECTOR TELEVISION (OPTIONAL) (D THERMOSTAT 0 ELECTRIC METER -MEL ELECTRIC PANEL —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c (1> ROUGH -IN FOR OPt. CEILING FAN V J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTEMS V-1.) AS INDICATED ON PLANS OR AS ITEM NO, 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR - SWITCHES ... 42" OUTLETS, ..... 14" TELEPHONE...14" (UNLESS ABV COUNTERTOP) TELEVISION., 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406,12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY MOMS SHALL BE GP:C.I. PROTECTED (GF.0 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F$.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BURNIWG 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. 6. ALARMS SHALL RECEIVE THEIR PRIMARY POWER I"THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COM5INATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELEC. MAIN DISCONNECT METER METER COMBO - SQUARE D RMR TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDEIOROUND SERVICE DY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYP, N4 AND +12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER To WATER HEATER 18 COPPER TO RANGE +4 COPPER TO 5/6" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. x 0 w J to toO OJ 0 N "" M L > JN LL 00 O O�C0 L o m a N ro� Z2° •JOB NUMBER 27002.375 • CAD FILE NAMESANTA ROSA R ISSUED 10-16-17 REVISED 11-28-17 7711 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DEIVVER - EST.1994 2138 • TITLE • MAIN FLOOR ELECTRICAL PLAN • MAIN FLOOR ELECTRICAL PLAN � ,� n GARAGE RIGHT `tr1 n L Cif I CAL <* 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �OW.P. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Fgp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THEE -WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE iQ RECESSED INCANDESCENT LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN 4— TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) e7 PUSHBUTTON SWITCH (OPTIONAL.) CAM MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CANON MONO. COMBO DETECTOR FQ TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) (D THER106TAT �ffl ELECTRIC METER JOE- ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 1> ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G ROUGH -IN FOR OPT. CEILING FAN NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GPI) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE_ .14" (UNLESS A5V COUNTERTOP) TELEVISION., J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A ICEPTACLES IN SLEEPING'ROOMS, FAM14Y ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE W.C.I. PROTECTED W.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. T. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR30N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN. GARAGE RIGHT FIF11 K t� w. a U r0 io 0 0 J r% y N� 2 N M L ° LL L. 0) O o c r• J V n OC0 LL� ro� N fL� O -20 Z U) •JOB NUMBER 27002.375 • CAD FILE NAMESANTA ROSA R ISSUED 10-16-17 REVISED 11-28-17 EWS D11VIS BEWS DESIGN GIltOVP Aso STATE STREET EAST OLDSMAIi, FLORIDA 34677 813. 925.1300 TEL sis . 925. isoo FAx W W W.DAVLSBEW&CAM `I'AMI'A • DIIWER.2138 • TITLE • UPPER FLOOR ELECTRICAL PLAN - /I ROOF TRUSSES. FLOOR TRUSSES FRAMING FAFENER CAPAGITY LEGEND �j SIMPSON MT5MI6, 20 - (1)10d w/ (4)1/411 x 21/4" TITEN (TYP. 12 5IMP50N 1410 - (8) 8d X 11/21'(TYP. 5YP FRAME) FRAME TO MASONRY) �2 5IMP50N METAIS-40 - (1)10d x 1-1/2" (TYP. FRAME TO MASONRY) 13 51MP50N MT612 - (14)10d 11/2" (TYP. 5YP FRAME TO FRAME ALL-AROUND) O SIMPSON M5TAM24 - (9)10d w/ (5)1/4" x 2114" TITEN (TYP. 14 6IMP60N L5TA18 - (14)10d (TYP. FRAME TO FRAME) FRAME TO MASONRY) ® SIMPSON LTT205 - (10)-10d + 1/2'' x 10" A.B (TYP. FRAME TO 15 SIMPSON HT520 - (24)10d 11/2" or (20)10d (TYP. 5YP FRAME TO MA51FRM ALL-AROUND) FRAME ALL-AROUND) O 6IMP60N HETA20 - ($)-10d x 11/2" ITYP, SYP FRAME TO 16 5IMP50N L5TA30 - (22)10d (TYP. FRAME TO FRAME ALL-AROUND) MA50NRY ALL-AROUND) ® 5IMP50N HTT4 - (1) 5/8" did, A.B. + 18-16d BOLT IN 5IMP50N SET I-1 (2) 5IMP50N MT518 - (14)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO EPDXY. EMBED A.B. 5" (MIN.) INTO CONCRETE OR MA50NRY KO. FRAME) BLOCK SET, (TYP. 5YP FRAME TO MASONRY) 18 (2) 5IMP50N HT620 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME O5IMP50N MGT - (1) 5/8 DIA. ATR. + 22-10d. EMBED ATR 12" (MIN) INTO TO FRAME) MASONRY K.O. BLOCK SET IN 6IMP60N SET EPDXY. (TYP 2-PLY 19 5IMP50N 5T6224 - (28)16d (TYP. FRAME TO FRAME ALL-AROUND) 0 TRU55 HEEL TO MASONRY)(3$65") ® 5IMP50N MGT - (I) 5/6 DIA. x 6" ATR + 22-10d EMBED ATR 5 5/8" (3) 5IMP50N HT620 - (24)10d 11/2" AT EA. STRAP (TYP. S.Y.P. FRAME (MIN) INTO MA50NRY K.O. BLOCK SET IN 5IMP50N SET EPDXY. TO FRAME) SIMPSON MBTAM 36 - (4)1/4 x 21/4" TITEN TO BLOCK AND 1-10d 21 (4) SIMPSON HT520 - (24)10d 11/2" AT EA. STRAP (TYP. 5YP FRAME TO FRAME TO FRAME ALL-AROUND) ® SIMPSON LGT3-51)5 25 (12)-5D51/4" x 2" INTO GIRDER AND (4) 3/8" 22 SEE GABLE END DETAIL - ENGINEER DETAIL PAGES x 5" TITENS INTO WALL WITH MGT AS DESCRIBED IN CONNECTION 1 (TYP. FOR 3-PLY TRU55 HEEL MASONRY) 23 SEE INTERIOR LOAD -BEARING PARTITION DETAIL ENGINEER PAGES g IMP50N HTT5 - (1) 5/8" DIA. A.B.+ 26-16d BOLT IN 6IMP50N SET PDXY. EMBED A.B. 5" (MIN) INTO CONCRETE OR 1211(MIN,) INTO 24 5IMP50N HT5MIb - (8)10d w/ (4)1/42114 TITEN (TYP, 5YP FRAME TO MA50NRY K.O. BLOCK SET, (TYP. 5YP FRAME TO MASONRY) C.M.U. ALL-AROUND) 10 5IMP50N HGT-2 (2 ply member)-(2)3/4" DIA. A.B. + 16-10d EMBED A.B. 25 SIMPSON MSTCM40 W/ (14)-I6d SINKERS AND (10) " x 2 4" TITEN INTO MA50NRY KO. BLOCK 12" (MIN) SET BOLTS IN SIMPSON SET SCREWS EPDXY. (TYP S.Y.P. FRAME TO MASONRY) 2� SIMPSON M5TCM60 W/ (26)-I6d SINKERS AND (14) 4" x 2 4" TITEN 11 SIMPSON HGT-3 (3 ply member) - (2) 3/4"DIA. A.B.+ (16)10d EMBED SCREWS A.B. INTO MA50NRY KO. BLOCK 12'' (MIN) SET BOLTS IN 5IMP50N SET EPDXY. (TYP S.Y.P. FRAME TO MASONRY) NOTES: I. TRU55E5 ARE SHOWN AS PROVIDED BY THE MFGR. CONTRACTOR SHALL REFER TO THE FINAL TRU55 ENGINEERING PACKAGE FOR CONSTRUCTION ALTERNATE STRAPPING: MAYBE USED IF STRAPPING 15 EQUAL TO OR GREATER THAN THE LOAD VALUE OF THE STRAPPING LISTED. 2, CAPACITIES ARE AS PER 51MP60N STRONG -TIE CATALOG (C-C-2015), AND ARE PROVIDED FOR REFERENCE. SEE MANUR FOR OFFICIAL CAPACITIES AND INSTALLATION CRITERIA FRAMING PLAN 15 DIAGRAMMATIC IN NATURE AND 15 PROVIDED FOR ILLUSTRATION PURPOSES ONLY, TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRU55 COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. TU55 DE51GN NOTE: ADDITIONAL DELEGATED TRUSS MANUFACTURER'S INSTRUCTIONS MAY BE FOUND ON SHEET N-I AND SHALL BE COMPLIED WITH IN FULL. UNLE55 NOTED THROE I: ALL ONE STORY MASONRY TO TRU55 CONNECTIONS TO BE SIMPSON META20 (AT EACH%(1)10d x 1-1/2" (UN.O.) 2: ALL TWO STORY MA50NRY TO TRUSS CONNECTIONS TO BE 5IMP50N HETA20 (32" O.C. MAX 10d x 1-112" (s,5EE STRUCTURAL SHEETS FOR ADDITIONAL STRAPPING REQUIRED,,) (U.N.O.) 3. ALL FRAME'TO TRUSS CONNECTIONS TO BE SIMPSON HIOA W/ (16)10d x 1-1/2" OR SIMPSON WT520 W/ (24)10d x 1-1/2" (TYP. FRAME TO FRAME ALL-AROUND (U.N.O.) 4. AT SECOND FLOOR FRAME TO FIRST FLOOR MA50NRY WALL CONNECTIONS A SIMP50N M5TCM60 MAY BE SUBSTITUTED FOR ANY HTT4 CALLOUT WHERE THE M5TCM60 CAN BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS FOR FULL CAPACITY • K ro J r0 0 JCEO C4 aj N m *- :. >JM 66 `o L' O m0, O = n J T O CO EOm IiL_, N JOB NUMBER CAD FILE NAME ISSUED 27-02 375 REVISED SANTA ROSA R 10-16-17 11-28-17 01 iii oil Vortex Engineering, LLC, 607 S, Alexander St, Sulte 103 Plant City, Florida 33563 813 704 4842 FL# 52683 - COA# 28035 - Paul D, Kidwell, P.E. - I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE516N, AND FIND IT TO BE IN COMPLIANCE WITH 5ECTION R301 OF THE FLORIDA BUILDING CODE, RE5IDENTIAL (5th EDITION). THE EN6INEER HA5 NOT REVIEHED THE PRE - EN6INEERED TRU55 MANUF. LAYOUT TO DETERMINE ANY LOAD BEARIN6 CONDI7ION5 AND RE5ERVE5 THE RIGHT TO MAKE ANY CHANOE5 AFTER 7RU55 LOAD INFORMATION 15 SUPPLIED TO THE EN6INEER. SEALEL) 1=0R 5TRU6TURE ONLY %will fit., ' a_ :Lw :z rn ♦ 6 h •r D a 5PECIF-ICATION F=OR LEDCxER5 (THE FOLLOI)ING $HALL APPLY U.N O ) LEDGER A (LA) - 2x4 PT W/ 1/4" DIA. x 3" TAPCON5 AT 12" O.G. SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO 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 SISTERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGERS (LB) - 2x4 W/ (3) 0.131" x 3-1/2" R.S. NAILS AT EA. STUD (16" 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 515TERED TO THE WALL IS NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE 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 HTSIC AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL.. OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER D (LD) - (2) 2x8 PT W/ (4) SIMPSON 80625600 SCREWS AT EA. STUD (16" O.C. MAX.) W/ SIMPSON HU/HUC28 AT FACE ATTACHMENT OR HTSIC AT TOP CHORD BEARING AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - (2) 2x12 PT W/ 5/5" DIA. x 5" 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 SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 2x8 PT W/ 5/8" DIA. x 6" A.B. AT 24" O.C. STAGGERED SET AT SHEATHING LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MASONRY AT PARALLEL FLOOR TRUSSES). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER G (LG) - (1) 2x8 W/ (4) SIMPSON 5D525600 SCREWS AT EA. STUD (16" 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. NOTE: AT LEDGERS C OR D. HU/HUC28-2 OR HU/HUC28-3 MAY BE USED FOR 2 PLY OR 3 PLY HANGERED TRUSS ATTACHMENT, RESPECTIVELY, U.N.O. 10191ro TRADITIONAL ELEVATION "C" W/ LANAI TRUSS STRAPPING PLANS GARAGE RIGHT • TITLE ' TRUSS STRAPPING PLAN W/ EXT. LANAI • SHEET • GENERAL NOTES: CEILING COMPONENTS AT ENTRY 4 LANAI: FRONT ENTRY AND LANAI CEILINGS TO BE -1/8" STUCCO OVER 1116" 055 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 5PECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGE5 SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRU55 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 TRU55 ENGINEER 15 A DELEGATED ENGINEER FOR THIS PROJECT 4 A5 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'5 COMPONENTS 6 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 HA5 BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. • ALL PRE-ENGINEERED TRU55E5 TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED 4 INSTALLED U51NG MOST RECENT 5CS1 RECOMMENDATIONS. TEMPORARY 4 PERMANENT BRACING SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWI5E, 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 SHALL 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: • PRE -CAST 4 PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED 4 INSTALLED PER MANUFACTURER'S Si=ECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED 4 PLACED BASED ON DE51GN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. USE OF C45TCRETE LINTELS OR EQUIVALENT IS REQUIRED MANUFACTURED PRODUCTS: • ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSE ONLY. • THE INFORMATION SHOWN 15 THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN 5Y THE MANUFACTURER 16 PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT 15 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 5TAIRWELL5 ARE TO BE FRAMED e 16" O.C. TO PROTECT FROM FALLING HAZARD. • 1 4 2 STORY HOMES W/O HABITABLE ROOM ABOVE GARAGE: ALL FRAME GARAGE WALLS 4 CEILING5 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 TO BE 1/22'' DRYWALL. • ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES WITH AUTOMATIC CLOSER. • FRONT ENTRY 4 LANAI CEILING5 TO BE 1/8" STUCCO OVER 15/32" 055. ROOFING 4 FLASHING (NOTE: SEE ELEVATION PAGE FOR ROOFING TYPE): • FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. RJ05.2.5.1 • SHINGLE UNDERLAYMENT: MIN. 30" FELT (OR PEAL 4 STICK) INSTALLED PER MANUFACTURE SPECS * FBCR J05.2.1. • TILE UNDERLAYMENT: 1=EAL 4 5TICK 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"X3/0" STEEL ANGLE W/ 1/2" DIA. X 5" SIMPSON TITEN HD ANCHORS �w 24" D.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • AT FRAME, USE 5"X5"X31W STEEL ANGLE W/ 3/S" DIA. X 4 LAG SCREWS a 12" D.C. W/ 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. 4 F.B.C. CRITERIA, OR BY OTHERS. • BRICK/STONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL 5E INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/A5CE 5 AS APPLICABLE. • VORTEX ENGINEERING, L.L.C. 15 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 5U1=PORT. • FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE' TO BRICK/STONE. • BRICK/STONE 8 ITS SUPPORT EXCEPT A5 NOTED IS BY OTHERS. NOTED CRITERIA 15 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. 51MULATED PRODUCTS 4 VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPEC IFIGATIONS B THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADS NOA. GENERAL STRUCTURAL NOTES: I. CODES 8 REFERENCES: U. FLORIDA BUILDING CODE, RESIDENTIAL 5th EDITION, 1.2. AMERICAN CONCRETE INSTITUTE OF STIRJCTURAI_ CONCRETE (ACI 315), 1.3, AMERICAN CONCRETE INSTITUTE OF MASONRY 5TRUCTURRE5 (TMS 402/ACI 530/AECE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR M45ONRRY 5TRRUCTURE5 0-M5 403) 1.4. AMERICAN 50CIETY O= CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDING5 4 OTHER STRUCTURES (ASCE-71). 1.5. SPECIFICATION FOR THE DESIGN, FABRICATION 8 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DE51GN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TIRUS5 PLATE INSTITUTE (TPU LATEST EDITION. I.I. NATIONAL DE51GN SPECIFICATION FOR WOOD CONSTRICTION (ND5) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRICTION GUIDE. (APA) LATEST EDITION 2. DESIGN CRITERIA: DE51GN CRITERIA (SEE NOTE 2.4 FOR LIMITATIONS) 2.1. ROOF LOADING: ROOF SUR`-_ACE LIVE: 20 PEF ROOF SURFACE DEAD: I P5F FOR 5HINGLE OR METAL, 20 PSF FOR TILE ATTIC WITHOUT STORAGE LIVE: 10 P5F ATTIC WITH LIMITED STORAGE LIVE: 20 PSF HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 5TAIR5: 30 PSF 2.2. FLOOR LOADING: GENERAL LIVE: 40 P5F GENERAL DEAD: 15 PEF MIN. BALCONIES AND DECKS (EXTERIOR) LIVE: 40 PSF PASSENGER VEHICLE GARAGES LIVE: 50 P5F ROOM OTHER THAN SLEEPING ROOMS LIVE: 40 PSF SLEEPING ROOMS LIVE: 40 PSF 2.3. OTHER LOADING: GUARDRAILS AND HANDRAILS: 200 PS -- GUARDRAILS IN -FILL: 50 PSF STAIRS LIVE: 40 PSF 2.4. NOTES ALL FOOTNOTES AND LIMITATIONS L15TED IN THE FBCR TABLE R301B SHALL APPLY FOR FLOORING FINISH MATERIALS HEAVIER THAN 8 PSF AT ELEVATED FLOOR5, CONTACT ENGINEER FOR RECOMMENDATIONS 2B, WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL P E55URE 15 ASSUMED TO BE 2,000 PSF AS PER TABLE R401.4.1 3.2, THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT 15 DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PR?E55URE OF 2000 PSF, 33. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY 4 COMPACTION. 4. CONCF�ETE: 4.1. OPERATION INSTALLATION 8 PROCEDURE TO COMPLY WITH ACI STANDARDS. 41 CONCRETE 4 MINIMUM COMPRESSIVE 5TiRE1N6TH OF 2500 psi Q 28 DAYS (UJL0.), 43. RENFORCEMENT RRE5AR5 A57M A(o15 GRADE 60 (UXO.) 4.4. WELD WIRE FABRIC (WW= ASTM A185) or FIBER MESH PER A57M C1116 TYPE 111 4,13, USE 0.1% BY VOLUME MINIMUM (1.5 L55 / CU YD) 4.5. LAP SPLICES 4 HOOKS SEE TABLE. 5, MASONRY: 5.1. MASONRY CONSTRUCTION 4 MATERIALS SHALL C.0NF0R'1 TO ALL REQUIREMENTS OF, `SPECIFICATION FOR MASONRY STRICTURES (ACI 5301/ASCE &ITM5 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER COLORADO: THE AMERICAN CONCRETE INSTITUTE, FAR'11NGTON HILLS, MICHIGAN: 8 THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MA50NRRY 5TRUCTURE5: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL 15 NOT REMIR ED BY ENGINEER FOR THI5 PROJECT. 5.2.2. C0MP;E551VE STRENGTH REQUIREMENT 15 f'm=1500 1`15. 5,23, DETER'11NATION OF COMPRE551VE STRENGTH 15 THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STTH METHOD IS NOT APPLICABLE. 5.2.5, QUALITY ASSURANCE 1.5 NOT APPLICABLE 5.2.6. GROUT SHALL COMPLY WITH A5TM C416. GROUT SHALL BE 3000 P51 U.N.O. 8 HAVE A SLUMP RANGE OF 83`4". 53, PRODUCTS: 53.1. MORTAR MATERIALS SHALL BE TYPE M OR 5 GRAY MORTAR 53.2. MASONRY UNIT MATERIALS SHALL BE 1900 P51 MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PIKE -STRESSED TENDON5, 4,METAL ACCESSORIES SHALL BE 60 K51 REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORR05ICN PROTECTION 15 NOT APPLICABLE. 5.3.1. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. 9RE-6TRRE55ING ANCHORAGE, COUPLERS, e 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. 5.43. MA50NRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE R ECO-'IMENDATICN5 ONLY, UNLESS CLEAR-Y DELINEATED AS "RREQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS 5HOIJ N ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVI5I0N5 OF TM5 402/ACI 530/ASCE 5. MASONRY CCNTRROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/51, HOWEVER ALTERNATIVE ACCEPTABLE CONTRROL JOINT TYPES INCLUDE 'STANDARD VERTICAL - UNKEYED CONTROL JOINT (3/6 )' AND 'MICHIGAN CONTROL JOINT'_ 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DIESSED 545, 8 SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'5 ASSOCIATION. 6.2. ALL DUMBER SHALL BE SOUND, SEASONED, 4 FREE FROM WARP. 63. FRAMING WALLS 8 COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD 5.Y.P. COLUMNS TO BE INSTALLED s BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. NOT USED (0.33. NOT USED 6.3.4. ALL TRRU55 BRACING LUMBER SHALL BE S.Y.P. 02 OR BETTER 6.3.5. INTERIOR LOAD BEARING (IF APPLICABLE) WALLS STUDS TO BE SPACED a 16" O.C. 8 5HALL BE 5.Y.P. OR BETTER 6.3.6. TYPICAL AT ALL LOAD BEARING S.Y.P. COMPONENTS, 12 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, 12 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE 02 GRADE U.N.O. 6.3.1, INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER 6.3.8, INSTALL BLOCKING IN ALL WALL STUDS OVER 6-0,@ MID -HEIGHT, 4 SHEATHING JOINT. BRACE GABLE END WALLS 6 4'-0 O.C. AS SHOWN IN DRAWINGS. 6.3.9, ALL LOAD BEARING WALLS SHALL HAVE S.Y.P. DOUBLE TOP PL.ATE5 $ SHALL BE FASTENED PER P/53. BOTTOM PLATES SHALL BE S.Y.P. INTERIOR BEARING COLUMNS TO HAVE S.Y.P. TOP PLATE. COLUMNS W/ REACTION LOADS OVER 50000 TO BE CONTINUOUS THRU TOP PLATE TO GIRDER, 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PFEcalRE TREATED OR NATURAL DURABLE WOOD, 6.5. PRESSURRE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. I1-W-511 8 BARE THE AMERICAN W00D F`RE5ERVE5 INSTITUTE EQUALITY MAW LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF 5HEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24'' O.C.. (SEE PLANS FOR SHEATHING THICKNE55.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. 6.6.1. ROOF: SHINGLE OR METAL, 7/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24'' MAX. SPAN / TILE, MIN. 1/2" THICK APA RATED 5UPPORTED OVER 24" MAX SPAN. 6.62. WALL: 1/16" MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6,6.3. FLOOR CARPET, VINYL, WOOD, ETC., 3/4" MIN, TONGUE 4 GROOVE SUPPORTED OVER 24'' MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURER5 RREC O-IMENDATIONS. 6.7. ALL NAILING 8 BOLTING 5HALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS )EXPOSED TO THE EXTERIOR SHALL BE GALVANIZER 6.8. ALL CONNECTION HARDWARE SHALL BE GALVANIZED d SUPPLIED BY SIMPSON STRONG TIE CO,, U5P, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. 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 BCSI RECOMMENDATIONS B SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (UXO.) 6.10. ALL WOOD FRAMING 5HALL BE IN CC-FLIANCE WITH THE LATEST NDS EDITION FOR WOOD CCNSTRUCTION, 6.11. INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 1/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER 'O'/52, ATTACH TO SLAB WITH 1/2" DIA. x 10" A.B. @ 24'' O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SD525600 a 24 O.C. MAX TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMP5ON HT516 OR TO BLOCKING ABOVE! 'a 24" O.C. AS PER DETAIL 'F'/52. TERMITE PROTECTION NOTES • A PERMANENT SIGN WHICH IDENT11=1E5 THE TERMITE PROTECTION PROVIDER 4 NEED FOR RE -INSPECTION 4 TREATMENT CONTRACT RENEWAL SHALL E3E PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER NEATER 4 ELECTRICAL PANEL. • CONDENSATE 4 ROOF DOWNSPOUTS SHALL DISCHARGE 6 LEA5T 1'-0 FROM BUILDING 5IDEWALL5. • IRRIGATION/SPRINKLER 5Y5TEM5 INCLUDING ALL RISERS 4 5F`RAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0'' OE THE BUILDING 51DEWALL5. • TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED TERMITICIDES, BAITING SYSTEMS, OR TERMITICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COMPLETION OF TREATMENT/APPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL OPERATOR. • BOXED AREAS IN CONCRETE FLOORS FOR SU55EQUENT INSTALLATION OF TRAPS, ETC., SHALL SE MADE WITH PERMANENT METAL OR PLASTIC FORMS. • MINIMUM 6 MIL, VAPOR RETARDER MUST BE INSTALLED. • CONCRETE OVER POUR 4 MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED. • A CERTIFICATE OF COMPLIANCE MUST BE 155UED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES 4 LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE 4 CONSUMER SERVICES." • NO WOOD, VEGETATION, 5TUMF5, CARDBOARD, TRA5H, ETC. SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING SPECIFICATION FOR 5UCK ATTACHMENT Cz FFLT ..0. • IF Ix - ATTACH WINDOW THROUGH BUCK TO MASONRY/WOOD FRAMING. IF 2x - ATTACH TO 2x • BUCK. K 2x I - ATTACH TO MASONRY w/ 1/4" x 3" MA50NRY ANCHORS 6 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT. l_ IM'ITATIONS (THE FOLLOWING PPLY U.N.O.) • VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 5TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY D15CONTINUITY IN DESIGN 15 THE RESPONSIBILITY OF THE DESIGNER. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOW (SIG $HALL APPLY UN.O.) • ALL 1/2" DIA, A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5'' • ALL 1/2" DIA. OR 5/8" DIA. A.B. INTO THE 51DE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5" • ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY 5TEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6" • ALL 1/2" DIA. A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF 111. • ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. • THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. SPEC IF I CATION FOR LAND ING5 4 FAIR CONSTRICTION (THE FOLLOWING SHALL APPLY UN.O.) • ALL STRINGERS TO BE 2-2X12 #2 SYP. • ALL STRINGERS TO ATTACH AT LANDINGS 4 UPPER FLOOR LEVELS WITH SIMPSON L5C HANGER. • STRINGERS RUNNING PARALLEL TO 8 SUPPORTED BY A WALL SHALL BE ATTACHED: •• a MA50NRY/CONC. WITH k DIA X 3" TAPCON5 AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MA5./GONG.). •• - WOOD WITH (4) 0.131 X 32" NAILS AT EA. STUD MIN. (16" O.C. MAX) •• IF STRINGERS ARE SUPPORTED IN TH15 WAY, L5U 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: •• 6 CONC, W/ �" DIA, X 3" TAPCON5 6 12" O.C. •• e WOOD ATTACH W/ 0,131 X 321" NAILS AT 8" O.C. TO TRU55/JOI6T/ OR BLOCKING BELOW. •• ATTACH STRINGER TO FOOT WITH (2) 0.131X3�` TOENAILS EA. • LANDINGS SHALL BE BUILT AS FOLLOWS: •• JOISTS TO BE 2X8 *2 SYP, MIN. ,@ 16" O.C. •• IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 112 5YP WITH 2-2X4 SUPPORT STUDS AT EACH END •• IF LANDING 15 SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END J015T WITH (3) 0.131X3�" R.S. END NAILS AT EACH LANDING JOIST, 4 (2) 0.131 X 3"" TOE NAILS FROM EACH J01.5T TO KNEEWALL TOP PLATE. •• LEDGERS TO BE 2X8 WITH: ••• (4) 0.131X32" NAILS AT EACH PA551NG STUD AT WOOD ATTACHMENT 16" O.C. MAX. ••• 4" X 3" TAPCON5 S 8" O.G. STAGGERED s MA50NRY/CONCRETE ATTACHMENT. of ATTACH JO15T5 TO LEDGERS OR BEAMS WITH SIMP50N LU526 HANGERS OR EQUAL. • THE SPECIFICATION L15TED ABOVE OR MINIMUM SPECS. 5U55TITUTION5 OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. • GUARDRAILS d HANDRAIL5 ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 8 SECTION R312. "FOR STRUCTURES WITHIN THE WIND-BORNE DEBRIS REGION, THE 141 MPH WIND CHART HAS BEEN INTERPOLATED FOR THE PROJECT LOCATION BASED ON LINEAR INTERPOLATION PER FIGURE R301.2(4) OF THE FLORIDA BUILDING CODE, RESIDENTIAL VOLUME, 5TH EDITION (2014)." ULTIMATE WIND SPEED (Vult) 141 MPH NOMINAL WIND SPEED (Volt) 109 MPH RISK CATEGORY II WIND EXPOSURE C INT. PRESSURE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 30.0' (TWO STORY) COMPONENTS AND CLADDING (ULTIMATE) ROOF @ 10 SQFT + 28.8 /- 117.9 PSF © 20 SQFT + 26.7/-109.8PSF © 50 SQFT + 22.5/-100.1 PSF © 100 SQFT + 20.4/- 92.4 PSF WALL © 10 SQFT + 50.0/- 67.0 PSF 20 SQFT + 46.6 /- 62.7 PSF ® 50 SQFT + 44.9 /- 57.2 PSF © 100 SQFT + 42.4 - 55.5 PSF ® 500 SQFT + 37.3 - 41.5 PSF GARAGE DOOR 8' WIDTH +44.6/-49.7 PSF 10' WIDTH + 43.9/- 49.2 PSF 12' WIDTH +43.2/-48.6 PSF 16'+ WIDTH +42.2/-47.8 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 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 CHAN6E5 TO THESE PLANS, RE6ARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CON5TR)CTION EXECUTED FROM THESE PLANS WITHOUT THE F-XPRF-55 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 1111 O4s, A7.6 .� c) Lu � ua 0 eau o 6LL �pz� xWd�l�J� L1 mm NNW DATE m8-3PJ-/7 SCALE NO7'ED DRAWN 11<A=DK JOB content: 115tructural Notes Sheet number: l�l 1 141-30 PRE- ENGINEERED WOOD 12 TRU55E5 6 24" O/C UPLIFT CONNECTOR (SEE TRU55 (TYP.J 5EE ELEV. SHEET FOR SCHEDULE) SIMPSON SP2 G EA.BTUD 1/16" APA RATED 5HEATHIN SEE SCHEDULE FOR DOUBLE TX" FASTENING S.P.F. TOP PLATE 10" MIN, 4 - _ ' _ _ "� K.O. CMU BOND BEAM EMBED ACI 5Tp. HOOK IN BOND BM. "S BAR VERTICAL WALL REINF. *: I GROUT CELLS SOLID SEE PLAN FOR LOCATIONS 15 DOWELS SEE PLAN FOR LOCATION LAP 25" MIN. CLEAN OUT EMBED ACI 0'-0" FINISHED STD. HOOK IN FLOOR "e, e� FOOTING • ,. 2X4 PT STUDS 6 16" D.G. DR • .,•,, •'•4 '4.r •,• CRICKET AS •• 4 � � �' 1 FOOTING SEE FOUNDATION 1 ( Y 4 Il . \` 1� U led ' / I (a d. 4. n d 4 °e U 1 n 4°.. 4 I ° 4 n .� 03c2-1/2° v / 43 p 1 ° ° 4 \ / 4 ° d\ ° 2-;� / A. d / %1 in n d d •qJI d. I 4. 1 d ,A d e' u8 n 1 LAP SPLICE EMBEDDED STD. 900 HOOK STD. 1800 HOOK (1)2X4 PT STUD 0 24" O.C. REQUIRED UNDER COMMON TRUSS W/(2) 2X4PT STUDS UNDER HIP CARRIER/GIRDER TRU55 - �- SIMPSON 51=I 6 EA. STUD MAIN SPAN ROOF TRU55 2x4 PT. BTM. PLATE W/ 1/2'' DIA.x6" A.B. 6 24'' O.C. UPLIFT CONNECTOR (SEE SCHEDULE) SIMPSON META20 0 EA.5TUD • M015TURE BARRIER 8"X5"Xl&" K.O. BLOCK W/15 CON (I)"5 VERT. IN CONC.FILLED CELL 4 FILLED W/2500 PSI GROUT W/ STD, 904 HOOK IN K.O. BLOCK HATCHING LEGEND "AT 2x6 WALLS USE 5PH6 (4) 106 NAILS INTERIOR LOAD BEARING WALL (W/ CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF F Kneewall Above S 1 Masonry Wall Detail scALE: NTs REQUIRED LAP SPLICE, EMBEDMENT, 4 HOOKED REINFORCING STEEL (INCHE5) GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BEND DIAMETER LENGTH LAP SPLICE "All IIBII Hr II IIDI1 "All 11511 IIcll IDII 113 11/8 1 41/4 1 15 21/4" 41/4 91/4 18 "4 2 1/2 5 5/6 9 1/2 20 311 5 5/8 12 1/2 24 05 3 1/8 1 II 3/4 25 3 3/4" 1 15 1/2 30 "6 1 3 3/4 81/16 14 30 4 1/2" 1 8 1/16 18 1/2 36 01 4 3/8 9 13/16 16 1/2 35 5 1/4" 9 13/1(0 21 3/4 42 811 11.25 24 3/4 48 - - 911 121o6 28 54 1011 14.06 31 60 1111 15.46 341/4 1 66 "° PLAN FOR 51ZE5 4 MORE INFO. 4• Y rL'\�Masonry Wall Reinforced Cell Detail S-� SCALE: NTS 10" MIN. " ::"• 'Z Sx8 K.O, CUM BOND BEAM — - — — •f — w/ 1- 05 BAR CONT. PRE-ENGINEERED CONC. LINTEL — - — = — — w/ I- S BAR CONT. EMBED ACI 5TD. HOOK IN 05 BAR VERTICAL WALL REINF. BOND BM. GROUT CELLS 50LID SEE PLAN FLOOR INTO DBL TRU55 TOP PLATE UPLIFT) 5PH4 CONNECTORS SHOWN. FOR LOCATIONS BRG, TRU55 BRG. FOR WALLS LARGER THAN I Rebar La Embedment & Hook Schedule II JII BOLT W/ NUT � WASHER (REFER TO SEE PLAN SEE PLAN 2x8, USE 5IMP50N 5PI'S ON EACH SIDE OF STUD TO ' S 1 SCALE: NTS HATCHING LEGEND NOTE. REGARDLESS 50TTOM PLATE 4 SIMPSON 5P215 ON EACH SIDE OF "5 VERT. WALL DOOR MANUFACTURERS INSTALLATION INSTRUCTIONS FOR SPACING 4 SIZE) ` a5 DOWELS SEE PLAN FOR LOCATION LAP 25'' MIN. NOTE: STUD BEARING WALL OF HATCHING SHOWN ON FASTEN EA. STUD STUD TO TOP PLATES. TO TOP PLATE w/ U.N.O." REINF. GROUT CELLS 50LID 2x6 P.T. JAMB UPLIFT CONNECTOR "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF INTERIOR LOAD (5EE PLAN FOR BEARING WALL SIZE) BYP 2x4 MIN. PLANS, WALLS THAT SUPPORT 51MP50N 5PH4 w/ 12-led NAILS SEE TRU55 SHEET FOR • NOTE: ISEE TRUUSS SHEET 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS EMBED ACI CLEAN OUT STD. HOOK IN •• (W/O UPLIFT) STUDS -a 16" O/C ROOF TRUSSES EITHER ADDITIONAL STRAPPING COLUMNS ° a "NOTWITHSTANDING MANUFACTURER'S FOR SCHEDULE) CONNECTORS IN LIEU OF FOOTING J, O'-0" FINISHED DIRECTLY OR INDIRECTLY �' GARAGE TO STUD BEARING WALL (SEE SPECIFICATIONS, JAMB SHALL BE 2x6 MIN. 4 SHALL BE ATTACHED TO THE DBL. TOP PLATE 5PH4 CONNECTORS SHOWN. (I) SIMPSON SPH4 W/(12) lOd FOR WALLS LARGER THAN 4' ; .a . FLOOR "° ' •',•. • •.:�,.,.. ARE To BE HOUSE WALLS, PLAN FOR SIZE) SYP 2x4 MIN. MASONRY/CONCRETE w/ 1/2" x 8" COMMON NAILS EA. STUD 2x8, USE SIMP60N SP1'5 ON • , , •`• `' •'�'•• FOOTING SEE FOUNDATION PLAN <` ;,.. GARAGE TO 1/2" DIA. x 8" HOUSE WALLS, BUILT A5 INSULATE PER CALC5/SPECS STUDS -a 16 O/C 1/21' DIA, x 8" TITEN HD 6 24" TRACK/BRACKET IDIA. A.B: AT 24 O.C. STARTING 9 MAX. FROM THE SLAB, USE 2" DIA. WASHERS 1/2 GYP'. BOARD EACH SIDE OF STUD TO 1/2" GYP. BOARD BOTTOM PLATE 4 SIMPSON 4'• .�• DR � R O •..�,,,' ° , : ,,' �..' <" F 51ZE5 O INFO. 44' '•' : •. <: • . TITEN HD 48" INSULATE PER O.C. MAX (SEE CALC5/5PEC5 BEARING WALL W/UPLIFT O.C. FOR A MAX. UPLIFT OF 1500 LBS. ON EACH TRU55 FASTEN PER MANUF. SPECS, MIN. AT EACH BOLT LOCATION. TRACK ATTACHMENTS TO THE JAMB ARE BY BP2'B ON EACH SIDE OF 2X 5.Y.P. 01 STUDS 16"O.C. STUD TO TOP PLATES. .- "' ••y , ..:• ° ": • .•4 4 FOUNDATION PLAN FOR LOCATION OR (1) 51MP50N SPH4 (SEE FOUNDATION PLAN OR w/ 12-10d NAILS EA. TRU55 PAGE FOR LOCATION STUD (STRAP Cara Door Attachment MANUFACTURER. THESE 5PECIFICATION5 ARE MIN. STANDARDS, MORE STRINGENT Detail SECURE PLATE W/ 10'' 1/21' DIA "J" BOLTS 4 WASHERS 6 2'-0" U.N.O." INSULATION OR PER ENERGY KNMasonryColumn Lanai/Entry Detail EXCEPTIONS) OR EXCEPTIONS) G a CRITERIA PROVIDED BY THE GARAGE O.C. (MAX.) CENTERED ON WALL. CALC5./6PEC5. PT BOTTOM PLATE NEEDED ONLY W/ROOF UPLIFT) PT BOTTOM PLATE S DOOR MANUFACTURER SHALL SCALE: NTS CONTROL. U.N.O." (REFER TO FIND 4 FLR PLN FOR WALL THICKNESS) CONT. 2X PT 50LE PLATE S 1 SCALE: NTs /T1-DII KK// . 4 d - I_° I—° 4.. 4 �,. O'-0"5 �. —_ (U SIMPSON SPH4 W/(12) lOd COMMON NAILS EA. STUD BAR TRANSITION : ' ;' STEEL ACI STD. DBL SYP TOP PLATE . 4 ,' 1 I_ _i FOOTING SEE 1 I_ .' < ' n. _I FOOTING SEE FOR WOOD FRAME WALL TO , :, FOUND. PLAN d) -A K.O. CMU BOND { ' HOOK (TYP) —- - FOUNDATION PLAN FOR III I I� - FOUNDATION PLAN —III=III- MASONRY ATTACHMENTS THAT MORE INFO. IL BEAM • . SIZES MORE INFO. FOR SIZES MORE OCCUR A LINTEL USE 1/2" x 6" 5P4 TOP EL v O'-O" TOP OF SLAB — INFO. THREADED ROD SET IN ,' • , E: �. d 0 Load Brn Interior Stud Part. Detail Load Brn Interior Stud Part. Detail BIMPSON SET EPDXY. L� '"° — — — — -- - B S-� Without Uplift S 1 SCALE: NTS With Uplift SCALE: NTS _ 2 X S.Y.P. STUDS 16 O.C. U.N.O• ti ^ + BEE FOUND. PLAN LU FOOTING BEE ,. t : ` ` ;, ' VERT. WALL REINF. ' .. w FOUNDATION PLAN FOR '•^ k. `� ": ; <: • f °" LOAD BEARING OR SIZES 4 MORE INFO. CLEAN 4 COMPACTED SOIL. 05 BAR TRANSITION ' SHINGLE / TILE ROOF - SEE ELEVATION PRE ENGINEERED WD EXTERIOR WALL :, 2 X STUD (95% MODIFIED PROCTOR PER ASTM D1551) STEEL ACI STD. PAGES FOR MORE INFO. FASTENING TO BE AS PER MANUFACTURERS SPECIFICATIONS. 12 SEE II TRU55 � 24 O.C. II 8 G. M. U. ara a Wall ection Brn Wall HOOK (TYP) ' •' '' ' • • CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR TIME OF (TYP) ELEV R-38 INSULATION OR PER ENERGY CALC5. „ „ 10' x I/2 DIA. J BOLTS 4 WASHERS 1" X P.T.STUD S 1 W/ Uplift scALE: NTs INSPECTION. IF SHINGLE 15 USED, 2'-0" O.C. (MAX) _ "5 PERT. IN FILLED •` .. ' UNDERLAYMENT TO COMPLY WITH FBCR SEE CENTERED ON WALL N CELL • RU55META2SHEET FOR MORE INFO. FOR EXTERIOR Masonr Transition Detail BRNG. OR GARAGE 1/21' DIA x 6" FLOOR P NOTE: ELEVATION VARIES BRNG WALL TITEN ND TRU55 (4) IOd NAILS INTO DBL S 1 SCALE: NTS REGARDLESS OF OTHER NOTE, ALL BRG E # SYP LUMBER TO BE I OR BETTER :• TOP OF MASONRY TITEN HD 48" O.C. IF 2 X P.T. PLATE SEE PLAN 5OFFIT/FA5CIA LE55 THAN 5'-O" WALL 15 INTERIOR N DBL. TOP PLATE FROM PROPERTY LINE TO BRNG WITHOUT 1/2" GYP. BD. CEILING TYP. SEE NOTE ON N-1 COMPLY WITH FBCR 302.1. SEE ELEVATION PAGES FOR UPLIFT. 24" O.C. IF :' �� EXTERIOR FINISH 1/2" GYP. BOARD d • a 4 PAGE FOR GARAGE 5OFFIT/FA5CIA DETAIL WITH UPLIFT. ° . (SEE ELEVATIONS) SECURE PLATE W/ 10 1/2 1/2" GYP. BOARD CELL TO BE FULLY ° 4 APPLICATION VARIES SEE ROOF PLAN -.r p- ° �. p —?—�—p '' GRADE DIA. J BOLTS 4 WASHERS O.C. GROUTED ° d ° Ix2 PT NAILER 8"x8" K.O. CMU BOND BM, w/ 1 - �5 BAR ° (1) SIMPSON 5PH4 °• e p . '° ° ° ° r — — ERE4'-0 (MAX.) CENTERED ON WALL. (REFER TO FND 4 2X S.Y.P. #1 STUDS � 16"O.G. DRILL 4 EPDXY 4 INTO LINTEL/BOND .. NOTE: 1/2'' DRYWALL CONT. (MIN LAP = 25) GROUT CELLS SOLID - VERIFY W/ FLOOR PLAN. p . TYP• ° o.d ' . ; ° _ _ s: > ' FLR PLN FOR WALL INSULATION OR PER ENERGY IN5ULA ION OR OR GIP BEAM ° • MISSING DOWELS: WHERE FOOTING _ THICKNESS) CALC5VERT. ABOVE WITH I I DOWELS ARE PLACED INCORRECTLY WALL REINF. 0IIx8" PRECAST CONCRETE LINTEL ° "° °' — —_ CONT. 2X PT 50LE PLATE MINIMUM DR MISTAKENLY ELIMINATED, REPLACE EMBEDMENT OF 5" DOWEL AT PROPER LOCATION W/ EMBED ACI STD. HOOK IN BONA BM. 05 BAR WINDOW OPENINGS SEE FLR PLN FOR LINTEL SCHEDULE FOOTING SEE '° " ° ° FOUNDATION PLAN FOR — °' .° .° = I_ —_ = 4"GONG. SLAB. SEE FOUND. PLAN USE SIMPSON SET GRADE 60 05 BAR. INSTALL IN SLAB HIGH STRENGTH W/ 5 MINIMUM EMBEDMENT, USE PRECAST GONG SILL SIZES 4 MORE INFO. — — — — — — — — —_ — —_ —_ —_ =1 � FOR MORE INFO. EPDXY SIMP50N SET EPDXY. MAXIMUM OF 3 CURTAIN NAILER PT _— _ I II EL V 0 -0 TOP OF 5LAB ji� " IN A ROW 4/OR 10 TOTAL ON A d PROJECT WITHOUT WRITTEN APPROVAL. Ix4 ,S WINDOWS 4 S.G.D.;, 05 BAR VERT. WALL REINF. CONT, .:; ;..:: ;:...: • .• . :' -- - _ TO BONA BEAM. EMBED ACI STD. 'AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS Q — — — — — — - .'�.: , . °. - - = .- .•' M1551NG TRU55 ANCHORS: TRU55E5 • C R PLACED SUCH THAT AN WINDOW W/ SCREEN (WHERE APPLICABLE) HOOK 6" IN BONA BEAM. GROUT CELLS SOLID. USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN FOOTING SEE — '. , "� " '' 5EE FOUND. PLAN EMBEDMENT ANCHOR IS MISPLACED 2x8, USE SIMPSON SP1'5 ON EACH 51DE OF STUD EACH 51DE OF STUD TO TOP PLATE5. U.N.O." TO BOTTOM PLATE 4 5IMP50N SP2'5 ON FOUNDATION PLAN FOR SIZES 4 MORE •. ' `:. DRILL 4 EPDXY .. OR MISSING MAY BE FASTENED TO THE MINIMUM EMBEDMENT u ', . 4 MASONRY BOND BEAM USING ONE Ix2 PT FIR STRIP @ 24'' O.C.95�a 8 xl6 C.M.U.PER ASTM C-90 (TYP.) FM=1900 F.B.I.P51(MIN.) W/ TYPE M OR INFO. ,` COMPACTED SOIL. ,• CLEAN MODIFIED PROCTOR PER ABTM D1551) 5" SIMPSON SET 51MP50N HT5M16, MAX. CAP 15 1175 #. EPDXY MAXIMUM T 5 IN A ROW 4 10 TOTAL 5 MORTAR PER A5TM C-210 Gara a Wall Section Brn Wall a WITHOUT WRITTEN APPROVAL, lx4 PT BASE NAILER K 1/2" DIA x 6" (2411 SIMPSON H3 w/ 8-8d S 1 W/O Uplift SCALE: NTs —INSUL. PER CALC5. 4 SPECS TITEN HD NAILS FASTEN TO TOP 4 EXI5TING MA50NRY SEE O.C. BOTTOM BOND BEAM OR ° FOUND. PLANE BLOCKING 4811 SLAB ELEV ° — 0 -0 TOP OF SLAB , REINFORCED CELL O.C.1/2" GYP. BOARD 24' STUDS 6 FOOTING SEE FOUNDATION PLAN FOR - � 2x4 PT PLATE SECURE PLATE W/ SIZES 4 MORE INFO, 4 HILTI CF62 POWDER INSULATION OR . T ical Ext. MasonryWall Section 5/8" GEMENTITIOUS FINISH PER FBCR �03.6 1 • . ACTUATED EQUAL PE4R ENEREC5. Q TYP. Retrofit Vert. Dowel Detail o S 1 SCALE: NTS CONT.. 2X PT BOLE SCALE: NTS 4"CONC. SLAB. SEE PLATE FOUND. PLAN FOR CMU WALL-5EE PRE -FORMED CONTROL JOINT MISSING ANCHOR BOLTS AT BEARING WALL: MORE INFO. EL V 0'-0" TOP OF SLAB PLAN 4 �.;. ` TOP TIE BEAM SCHEDULE NOTE: EXTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: Q °`'.' . °, .,' ".." r' SEE N-I FOR ADDITIONAL/ALTERNATE 1. 5/6" DIAMETER x 6"EMBEDMENT SIMPSON TITEN Hp ANCHORS SPACED A MAXIMUM OF 24" D.C. — — — — — — — ui -`=``� "� ' •' T: :.; .= ;"= , '' q 05 VERT. CORNER -' CELL FILLED W/ ' PARAMETERS. INTERIOR BEARING WALL: IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS: u1 `) ,`:•:,; BEE FOUND. PLAN N CONCRETE FOOTING BEE CAULKED JOINT W/ 3/8n BACKER BAR AT VERTICAL REINFORCING (SEE CONTROL JOINT DOES NOT EXTEND THROUGH TIE BEAM/KO BLOCK �� II II I. 5/8 DIAMETER x 6 EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48 O.C. IF RE616TING UPLIFT LOADS OR 3 1/2" EMBEDMENT AT 48" O.C. IF RE515TING GRAVITY FOUNDATION PLAN FOR SIZES 4 MORE INFO. CLEAN 4 COMPACTED BOIL. (95% MODIFIED PROCTOR PER ASTM D155U MAX. PLAN FOR SIZE 4 LOCATION) LOADS *5 LAP CONT. S EXPOSED FACE Garage Wall Section Non-Brn 2511 LAP M . Example CMU Wall Control Joint Detail H Wood Frame To Masonry Attachment Detail S 1 SCALE: NTS R Corner Continuity Detail E SCALE: N.T.S. S-1 B rn g Wall O n I Y SCALE: NT5 S 1 SCALE: NTS r I CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY AORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., 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, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLAN5, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVI ``��J�III/ � � BY ♦ 'Ci 'v/ o i o � � •; to � o; z� \ �• ei rriJ� � Z ` oo<¢ z0 40h � a ~�zpQLu z Ou��w r zN o N it c, 0 751 W Q oLu -,log cc Lu DATE 00-3047 SCALE N07"EO DRAWN h1K/POK J0B - Sheet content: Structural Details Sheet number: 51 51MP50N MT510 EACH TRU55 SIMPSON 435 ANGLE W/ 12-8dX 1 1/2 REFER TO TYPICAL 2-6TOR NAILS EA. STUD TO TOP CHORD WALL SECTION FOR INFORMATION NOT SHOWN 2X BUCKS ATTACHED W/ 1/4"x 3" TAPCONS -w 12" O.C. WITH MAX. 6" FROM 2x4 BEARING x END OF MEMBER @ MA5. WALL W/ STUDS OPENINGS, 1/16 APA RATED WOOD SHEATHING 2X MEMBERS ATTACHED SIMP50N SPH4 W/51MP50N A35 WHERE EA. STUD NEEDED TO MEET DORMER ROOF BY MANUFACTURER'5 TRU55 MANUF. OR ATTACHMENT POINT CONVENTIONAL FRAME ]SEE PLAN) PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSSES REQUIREMENTS. FLOOR JOIST 1X THEN ATTACH 2 -2 "x4" BLOCKING 51MP50N L5TA12 EACH WINDOW THROUGH WITH 4-l&D COM STUD OR EQUIV. CEILING BOARD PER BUCK t0 CMU/ WOOD TOENAILS @ EACH ARCH. PLANS FRAMING. IF 2X THEN END ROOF TRU55 BY ROOF ATTACH TO 2X BUCK. TRU55 MANUF. TYP, LOAD BEARING WALL CON5T. 2 "x4" 6 16" O.C. (SINGLE HT516 W/ 16-106 EA. TRUSS TO 2X4 BLOCKING w/ 3-0.131 x 3 1/2" R.S. NOTE: "AT 2x6 WALLS USE 5PH& BOTT. PLT., DOUBLE TOP PLT.) BOTTOM PLATE TOENAILS CONNECTORS IN LIEU OF HANGER PER TRU55 MANUFACTURED PRE-ENGINEERED GIRDER 5PH4 CONNECTORS SHOWN. At 2x8 WALLS USE 5PH8 IF 2X ATTACH TO CMU. Dormer Knee Wall Attachment Detail CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. W/ I/4"x 3" TAPCONS 6 F S-2 Floor Truss To Girder Connection FOR WALLS LARGER THAN ,2" D.G. W/MAX. 6" FROM END OF BUCK. SCALE: NTS K S-2 2x8, USE SIMPSON 5P1'5 ON (TYP. ALL 2X WINDOW SCALE: NTS EACH 51DE OF STUD TO BUCK ATTACHMENT.) BOTTOM PLATE 4 SIMP50N 2x8 LEDGER W/ 2x8 LEDGER W/ 5P2'5 ON EACH SIDE OF STUD TO TOP PLACES. 4-0.131 x 3 1/2" 4-0.131 x 3 1/2" U.N.O." R.S. NAILS PLYWOOD O R.S. NAILS EACH STUDS EXTEND PAST EACH STUDS FLOOR TRU55E5 HANGER To BE SIMPSON 2x8 PT VERTICAL (ARV) e WALL TO BE ATTACHED SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0'' TH15 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING 5PAN RATINGS/CODE. TYP. 16" FRAMING SPACING, ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)10cl NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER TO ORIGINAL PLANS FOR INFORMATION NOT PRE-ENG. WOOD LUS, LSU, SHOWN. DETAIL FLOOR TRUSSES WITH 1/2" ANCHOR BOLT 24'' O.C. TYP. Ix4 PT BASED ON HANGER TO OR L55U VERTICAL (BELOW),s WALL TO BE ATTACHED WITH General Irregular Window Attachment INFORMATION PRE-ENG. BE S(MP50N PRE-ENGINEERED MIN. 1/4" x 2-I/4" TAPCON 12" O.C. OR PER MANUFACT. M PROVIDED BY WOOD ROOF LU5, L5U, OR WOOD ROOF SPECS. S 2 SCALE: NTS CONTRACTOR, TRUSSES L55U MIN. TRUSSES CMU WALL BELOW INTERIOR 51MP50N C516 AREA Z CORNER 6 16" O.C. y; PLYWOOD TO HORIZONTALLY 2x8 LEDGER W/ EXTEND TO 4-0.131 x 3 1/2" R.5. INTERIOR BOTTOM OF WALL NAILS a EACH AREA 2X BUCKS ATTACHED W/ FLOOR TRUSS 2x8 LEDGER W/ 1/4"x 3" TAPCON5 Q 12" (FIELD VERIFY 4-0.131 x 3 1/2" O.G. WITH MAX. 6 FROM WITH TRU55 R.S. NAIL5 '� END OF MEMBER Q LAYOUT MA5, OPENINGS. LOCATION) EACH 5TUD61_ CMU WALL BELOW WITH FLOOR TRUSS WITH -OUT FLOOR TYPICAL PLAN VIEW TRU55 T ical Ledger Detail 2X MEMBERS ATTACHE W/51MPSON A35 WHERE S 2 SCALE: NTS NEEDED TO MEET MANUFACTURER'S • ATTACHMENT POINT SEE TRU55 SHEET 2x TOP PLATE SEE TRUSS SHEET REQUIREMENTS. FOR STRAPPING CONT. FOR STRAPPING SNEER OR 7/16" MIN, APA DOUBLE TOP PLATE -TOP CHORD SIMPSON A35 STRAP RATED SHEATHING (MIN. STUD GRADE 5YP) NAILED TO 2X OR �/16" MIN. A.P.A. 2x4 FRAMING (RAT RUNS) SPAN FROM 5M5 t0 MULLION FASTEN EA. STUD NOTE: BY MANUFACTURER. TO TOP PLATE w/ "AT 2x6 WALLS USE RATED SHTG. TRU55 TO TRU55 ON TOP OF BOTTOM 51MP50N 5P2 w/ - E ENGINEERED PRE-ENGINEERED CHORD BOTTOM OF TOP CHORD (12) NAILS FULL DEPTH BLOCKING -9 PANEL EDGES W/ (3) 1601 TOENAILS EA. END 51MP50N SPI w/ 10-10d NAILS EA. STUD FOR STUDS BELOW HID (2) SIMPSON SP4 W/ 6-10dx1 1/2 NAIL5 EA. STUD % % NOR" �� login III X 51MP50N A35 ALL TO 2X CONNECTION POINTS. /Jor2X WINDOW ATTACHMENT PER MANUFACTURER'S SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAL. MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER, 2X BUCKS TO BE ATTACHED TO CMU PER SPECS GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE 511-11=50N A35. KNEE WALL ABOVE ARCH NECE55ARY ONLY PER OPENING VARIATIONS. MIN. 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT @ TOP/51DE5 OF ARCH OPENING, IF ARCH TOP PROHIBITS 2X THICKNE55 a CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK @ EACH 51DE TO EDGES OF OPENING. ALL TAPCON5 TO HAVE MIN. 1-1/4" EMBEDMENT. CONNECTORS ROOF TRU55. 2X 6 16" O.C.00F , ' TRUSS. (2) 0.131 x 3 1/2" COMMON NAILS EA. IN IN LIEU LIEU OF 5PH4 CONNECTORS a ° 2x BOLT, PLATE PRECAST CONNECTION IF IX THEN SHOWN. At 2x8 WALLS USE 5PH8 CONT. CONCRETE PRE-ENGINEERED WOOD TRUSS .. ATTACH WINDOW THROUGH BUCK CONNECTORS IN LINTEL. SEE TO CMU/ WOOD LIEU OF 5PH4 FLOOR PLAN FRAMING. IF 2X CONNECTORS FOR MORE INFO. 1/2" GYP, BOARD -APA RATED SHEATHING NAIL THEN ATTACH TO SHOWN, FOR WALLS 16d 6" O.C, PER SCHEDULE "0" 2X BUCK, LARGER THAN 2x8, USE ER THA 2x&, I/4"X 3 1/2" MASONRY SCREW NOTE- "TYPICAL AT 2x8 PT MIN. FRAMING FROM TRU55 -S 16" O.C. CONT. TO INSUL. PER CALC5. 4 5PEC5 ON EACH SIDE OF STUD TO 61DEOM POCKET SLIDING � g�� O C ALL LOAD BEARING SYP. TOP CORD (3) 0.131 x 3 I/2" COMMON a TRU55 GHORD5 IF 2X ATTACH t0 PLATE 4 SIMPSON DOOR, PRECAST 0.131 x 3 1/2" COMPONENTS, 01 CMU. W/ 1/4"x 3" 5P2 5 ON EACH CONCRETE 6 4 O.C. GRADE SHALL TAPCON5 @ 12" O.C. SIDE OF STUD TO LINTEL. SEE BE USED FOR NOTE: 2x8 Pt MIN. W/MAX• 6" FROM TOP PLATES. U.N.O." FLOOR PLAN POCKET 2x4. FOR 2x VERTICAL a WALL T O ENE) OF BUCK. INSTALL I/2 X IF N M A I MORE INFO. SLIDING DEPTHS BE T C ED I YP, LL 2X THREADED ROD "" DOOR. GREATER THAN 1/2" DIA. x 6" TITEN WINDOW BUCK IN 51MP50N SET 11 2x4 *2 GRADE HD. ATTACHMENT.) F F X J J J �F SIMPSON A35 ALL 2X TO 2X CONNECTION POINTS. WINDOW ATTACHMENT PER MANUFACTURER'5 SPECIFICATIONS WINDOW ATTACHMENT POINTS TO 2X MEMBERS OR DIRECTLY TO CMU/WOOD FRAMING ONLY. NUMBER OF DIAG, MEMBERS RELATIVE TO NUMBER OF REQUIRED ATTACHMENT POINTS PER MANUFACTURER. 2X BUCKS TO BE ATTACHED TO CMU PER 5PEC5 GIVEN IN THIS DETAIL. 2X TO 2X ATTACHMENT TO BE SIMPSON A35. KNEE WALL ABOVE ARCH NECESSARY ONLY PER OPENING VARIATIONS. MIN, 2X BUCK FOR WINDOW/SHEATHING ATTACHMENT G TOP/51DE5 OF ARCH OPENING, IF ARCH TOP PROHIBITS 2X THICKNE55 6 CENTER OF ARCH, USE DIRECT ATTACHMENT TO CMU/WOOD FRAMING, WITH OR WITHOUT IX BUCK, WITH 2X BUCK a EACH SIDE TO EDGES OF OPENING, ALL TAPCON5 TO HAVE MIN, 1-1/4" EMBEDMENT. SHEATHING ATTACHED TO EXTERIOR FRAMING PER DETAIL "0" TH15 SHEET. FRAMING ABOVE/BESIDE WINDOW PER OPENING TO MEET SHEATHING SPAN RATING5/CODE. TYP. 16" FRAMING SPACING. IF ATTACHMENT REQUIRED PER MANUFACTURER'5 SPECIFICATIONS, ATTACH TO MULLION PROVIDED WITH WINDOW OR 2X MEMBER w/51MP50N A35 -, EACH END. ALL WINDOW ATTACHMENT TO 2X BLOCKING REQUIRES ATTACHMENT OF BLOCKING TO 2X DIAGONAL W/MIN (2)106 NAILS, END NAILING TO MEMBERS FOR WINDOW/BLOCKING ATTACHMENT NOT ALLOWED. REFER t0 ORIGINAL PLANS FOR INFORMATION NOT SHOWN. DETAIL BASED ON INFORMATION PROVIDED BY EPDXY 6 2'-0" OR BETTER MAY BE USED. ALL 4x CONTRACTOR. O.C. (MAX) -il "`If FOOTING SEE FOOTING SEE MATERIAL MAY *2 NOTE: IX PT VERTICAL -8 WALL TO BE ATTACHED WITH 1/4" x 5PI EACH STUD ire ulant Width Less Than Window Width Attachment CENTERED ON �� �� FOUNDATION FOUNDATION BE GRADE. 2-1/4" TAPCON 6 12" O.C. OR 2x8 PT N WALL, CMU WALL - SEE 2X PT Structural Kneewall FLOOR PLAN FOR PLAN FOR 4"CONC. SLAB. SIZES MORE SEE FOUND. PLAN FOR SIZES 4 MORE U.N.O." 4"GONG. SLAB. PER MANUFAGT. SPECS. Ix6 HEAD S-2 SCALE; NTS B BOTTOM INFO. PLAN INFO. S 2 SCALE: NTS MORE INFO. PLATE SEE FOUND. PAVERS OR 4" CONC. SLAB ° .d. PAVERS OR 4" CONC. SLAB PLAN ° .. 4 e' �' . INSTALL GLA55 PER MANUFACTURER I I BLOCK WALL BEYOND I 2X BEARING WALL W/ STUDS 9 16" O.G. .e a'° ° _ — ° ° e. • d e ° ° JOIST, RAfi BOUNDARY PRE-ENGINEERE 7/16 APA RATED RE -ENGINEERED ° ° c . d° a CAULK UNDER FRAME K.O. w/ 1-5 GONT. R 5T NAILING FOR WALL, DASHED FLOOR TRUSS ,./�-WOOD SHEATHING FLOOR TRU55 _°. L INE INDICATES ° °•Y +.. TOP PLATE OF 2x6 SOLID BLOCKING W1 CONG. SILL 3-0.131 x EA. END 3 I/2 TOENAILS CMU Lintel Pkt. Slider Detail Wood Frame Pkt. Slider Detail "'4 >?/8" CEMENTITIOUS FIN15H WALL H , PER FBGR 103.E S'2 SCALE: NTS S 2 SCALE: NTS 2 X 4 RIBBON EDGES GABLE END ATTACHED TO EACH FLOOR JOIST WITH 3-0.131 II 4 CONIC SLAB '• *5 '� CORNER5 4 48" O.C. (SEAMS OF SHEATHING) TRU55 TOP CHORD SEE FLR PLN FOR HDR SIZE NOTE: x 3 1/2" NAILS AT 2x WALL5 THAT ARE WIDER THAN 2x4 MAX. FOR ROUGH OPENINGS UNDER 51MPSON SPH4 w/ 6-106 4 WHERE THE HEADER IS NOT FULL EDGE SIMP50N C516 EA. STUD TO BASE OF 2X4 5'-0" (1) SIMPSON C516 OR (1) NAILS EACH 16" O.C. (CAN M5TA24 w/ 22-106 NAILS - NOT GO OVER SHEATHING) WIDTH OF THE WALL, ADD 2x PAD BLOCKING 6 16" O.G. RIPPED DOWN ° ° ° ° ° °. d. FIEL RIBBON BELOW IMPBON PT5I6 EA. TRU55 CENTER ON HEADER U.N.O. 111 NAILS EA. SIDE INTO CRIPPLE SUFFICIENT TO FLUSH THE HEADER TO WIDTH 4 ALLOW THE INSTALLATION OF " °' ° e d d' ° ° ° ° 4 '° . BOUNDARY :.� STUD5) (UN.0) THE 5PH CONNECTORS ABOVE THE 51MP80 TYP. LOAD HETA20 REFER TO TYPICAL 2-STORY WALL4BEARING WALL HEADER 4 FOR THE PROPER INSTALLATION OF THE CRIPPLE FOOTING SEE FOUNDATION PLAN ` d ° CMU WALL SECTION FOR INFORMATION NOT SHOWN W/UPLIFT FOR ROUGH OPENINGS OVER ------�— 5TRAPPING. AT 2x6 WALLS USE SPH6 IN LIEU OF SPH4, AT 2x8 WALLS USE SPHS FOR SIZES 4 MORE ° ° ° d ; ° BLOCKING SEAM BOUNDARY _ _ 5'-0" USE (2) 5IMP50N C516 _----- —" _ IN LIEU OF 5PH4, FOR WIDER WALLS USE INFO, FOR WALL, PANEL NAILING FOR OVERHANG Cantilevered Floor Truss over Wall OR (2) M5TA24 (U.N.0) —== - - 51MPSON C516 IN AN 5PH CONFIGURATION. ATTACH PAD BLOCKING Non-Brn Mitered Glass FramingDetail SHEATHING CLIP OUTRIGGER S 2 SCALE: NTS "2x " KING STUD w/ (3) 0,131 x 3 1/2" NAILS TO HEADER L . S-2 FOR ROOFS 24 O.C. SPECIFICATION FOR KINGS 4 C 5 7fiHEL A�� MIN. U.N.O." WHEN NECE55ARY TO MAINTAIN PROPER SCALE: NTS TONGUE GROOVE FOR FLOORS FIELD FIELD 5UB FASCIA OR WALL PLATE 2X4 CR055 O G CLEARANCES FOR THE WINDOW/DOOR BRACING 's 48" O.G. ON TOP OF 2X4 RAT RUN • AT OPENINGS UP TO 3'-6" (1) WITHIN AN OPENING IT 15 ACCEPTABLE TO UPSET THE HEADER SUCH THAT ONE BOUNDARY NAILING RAT RUNS FOR 4 BRACING 6 48" CRIPPLE 4 (1) KING 15 REQUIRED ON FASTEN WALL OR BOTH OF THE TOP PLATES 15 II J II BOLA" fi�EFL,ACF CENT Ci� AfRl: (PERIMETER OF DIAPHRAGM) 2X4 RAT RUN ACING' 48" TRU55 SPANS O.C. ON TOP OF BOTT. EACH SIDE OF THE HEADER. ELIMINATED TO MAINTAIN THE FULL • AT OPENINGS 3'-6" TO 5'-2" IN SHEATHING 3" OC ALL AROUND DEPTH HEADER SPECIFIED IN THE PLAN BR O.C. ON TOP OF BOTT. CHORD FOR 4 TRU55 SPANS ATTACHED W/ 3-,a.131 x 3 1/2" R.5. 6 EA. TRU55 JOINT WOOD TRUSSES 2X4 BLOCKING' 24" 0/C W/ 3-0.131 x 3 1/2" R.5. TOENAILS 3 EA, CHORD FOR 4 TRU55 SPANS ATTACHED W/ 2-166 6 EA. TRU55 JOINT WIDT(2) H, GRIPPE]=S (1) OF 15 REQUIRED ON EACH SIDE OF THE HEADER, • AT OPENINGS GREATER THAN 5'-2" IN WIDTH, (2) CRIPPLES 4 (2) KINGS ARE REQUIRED ON EACH 51DE OF THE HEADER. ANY DIFFERING NOTATIONS FOR CRIPPLES 4/OR KINGS MADE ON THE PLAN SET SHALL CONTROL. OPENING 5INOT ACCEPTABLE TO SUBU5 STITUTT E A LESSER DEPTH HEADER WITHOUT WRITTEN PERM166ION FROM THE E.O.R. WHEN THE TOP PLATE 15 ELIMINATED THE 5PH4 CONNECTORS SHOWN AT THAT LOCATIONS ARE NOT NECESSARY. ALL OTHER STRAPPING SHALL APPLY, AND ANY TRUSS COMPONENTS ABOVE THE OPENING HEADER. lON SECOND FLOG F U H THE FOLLOWING "J" BOUT CAN BE REf=LACED WITH THE CORRESPONDING BOLT5. THE REVERSE 15 NOT APPL.ICA15L-E- FOR FRAME TO 5L.A5 APPLICATION ONLY. 0 NOTE : THE 5TRENGTH OF THE CONCRETE 5HOULD BE MIN. 2500 PSI. 5U55TITUTION OF "J" BOL T5 WITH EXPANSION BOLTS IS NOT PERMITTED. . FOUNDATION PACEE TAKES PRECEDENCE. . ALL OTHER' BOLT OPTIONS MUST BE REVIEWED 4 APPROVED 51' E.O.R. IN WRITING. END 5111750N A34 1/2" HIGH CONNECTOR 11OPENINGS UNDER 5'-0" ONLY (I) SIMPSON C516.. STRENGTH OR W/4-86 X 1 1/2' (ON GONG. SLAB) 51MP5ON HTT4 5LO SPAN FLOOR Y . TO 5/8" GYP. INTO BLOCKING W/ (1) 5/8"x8" ATR IN SIMPSON SET BLOCKING/RUNNERS BELOW EPDXY 4 (18) 16d NAILS MA50NRY WALL HETA 12 24"0.C. 4-06 X I I/2" (ON SECOND FLOOR) FOR ROUGH INTO TOP At INTERIOR LOAD BEARING OPENINGS OVER 5'-0" ONLY (I) 51MP50N 2x FRAME WALL PLATE WALLS WITH NO UPLIFT, HTT4 W/ (1)/8 HREAD ROD SET IN STRAPPING MAY BE 51MPSON SET EPDXY 4 (18) 1(od NAILS ELIMINATED, UNLESS EMBED A.B. 5" (MIN.) INTO MASONRY K.O. OTHERWI5E NOTED BLOCK SET OR SIMPSON M5TCM60 IF FILLED CELL OCCURS BELOW Ext Wall Con Non -Load Brn Location "J" BOLTS TITEN HD BOLTS THREADED ROE) SET IN SIMPSON SET EPDXY 1/2" x 6" 1/2" x 8" 1/2" x 5" EMBED 1/2" x 8" 1/2" x 8" 1/2'' x 5" EMBED 5/8" x 6" 5/8" x 6" _T 5/8" x 5" EMBED 5/8" x S" 5/8" x 8" 5/8" x 5" EMBED NOTE: ON 16-24" PANELS DOUBLE PLYCLIP THE 51DE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED -S RIDGE OR HIP. -S 12" OR LE55 USE LUMBER ONLY BLOCKING 2"x4" FLATWI5E OR EDGEWISE ON BOTH PANEL EDGE5. THE ATTACHMENT OF GYPSUM PRODUCTS FOR WALL OR CEILING APPLICATIONS SHAD FOLLOW TABLE R102.3B IN THE FLORIDA BUILDING CODE IF RESIDENTIAL, AND SECTION 2505.5.4 IF COMMERCIAL AT A MINIMUM, OR AS PER MANUFACTURER'S SPECIFICATIONS IF MORE STRINGENT. UNLE55 NOTED OTHERWISE WITHIN THE PLANS SET. T IN S 'I' hdl [:I R fWll TYFICAL- NAILING 5CHEDULE HIGH WIND NAIL 5H ATHING BOUNDARY EDGE " ING SHANK 7/16" 4" 6" 6" WALL 0.131 x " COMMON COMMON 1/16" 3" 4" 16" " COMM COMMON 3/4" T.G. 6" 6" 12" ALL 5HEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING SHANK (0.280" MIN.) E S 2 SCALE: NTS i T S-2 . Header Detail SCALE: NTS o S 2 Ica cl in c e u es VVII oo , a SCALE: NTS III 11 i 'L ' NOTE: CONTRACTOR TO VERIFY ALL PIMEN51ONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING 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, RE6ARDLE55 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 5HALL AUTOMATICALLY RENDER VORTEX ENGINEERING, L.L.C. HARMLE55 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 t � cc= ?2oor� o < Z w z 7i H L o�- _ u_ mom LLI DATE 09-3047 SCALE NOTED DRAWN MK/PDK JOB Sheet content: Structural Details Sheet number: 52 4 84Y OR 8'-m" MIN, 0.131 x 3" COMMON SEE TABLE FOR NAILING a 16" O.C. SCHEDULE 6 SPLICE 4-0,131 x 3 1/2" ATM, DOUBLE, TOP PRE-ENG WOOD TRUSS (TYP) 4-0.131 x 3" COMMON ad 3-0.131 x 3" COMMON PLATE °` DOUBLE STUD APA RATED r aaa E OFJOINT 0.131 x 3 1/2 COM. SHEATHING. SEE STUDS l6o.c. 16 o.c. NAILING SCHEDULE T BOTT. TABLE FOR 4, n ' LATE ATTACHMENT. U.N.O. (1) 51MP50N L5TA12 48 O.C. �� B /2-0.131 4-0.131 x 3 �� �- 3 1/2 GOM." 7e2-0,131 x x 31/2STRAP UJ/ 56 TRUSS 2x4 BLOCKING ATTACHED W/ (1) 51MP5ON L5TAI2 1/2" CEILING GYP BD (TYP) OR COOLER NAILS 7" O.G. OR 6 COMMON CDM. (1) SIMPSON LTAI BOTTOM CHORD (2) 0,131 x 3 PROVIDE 2x4 W/ EQUAL, DIAPHRAGM AREA 6 5 " " 5EE TABLE BELOW 2-0.131 x 3" COMMON �� DOUBLE 6TUP CONDITION 48" O.C. ATTACHED 1/2" TOENAILS 0.131 x 3 1/2" NAILS (4 BAY OR 8 ft FROM MASONRY WALL) 1 FOR EAPSPLICE ��- TO BOTTOM CHORD EACH END, Is 6" O.C. OF GABLE UNO. CONTINUOUS 8" MA50NRY WALL " 1/2'' GYP 5D NOTE: GRO55 BRACING 4 ALL BLOCKING TO BE ° 2 �� TOP PL>4TE 545TENER5 W/(1)5 REBAR CONT. IN KNOCKOUT FLAT OR CATHEDRAL REPEATED 48" D.G. TYP. 3 COURSE Ex anded BlockingInformation Diagram \ 1/2" 2-0COM.3 E R(:Al F NTA �. .. ,.,, ., i ,n a DOUBLE SECURE RIDGE BEAM TO CLEAT W/ (4) 16d TOENAILS EACH SIDE =Ar_T1== �A�R TIE >Mit )H1I�xKIAII -, 1=a TOP PLATE FASTI=HER SCHEDULE (EXTERIOR WALL)�- � COM. TOP PLATE ' 3-0.131 x 3 , 1/2 'COM. F 0,131 x 3 1/2" COM. I�J �IA11 n.c_ T PT BOTT. PLATE [—APA RATED SHEATHING. LAPSPLIGE NAILING 9 5PLICE ALL OTHER NAILING 36" 2-ROW5 0,131 x 3" 6 3" O/C 0,131 x 3" 9 $" O/C i'� � � � � � 4 //� \\\ 1=ND ..w .... � �.D ��-n1�1 x 3 1/2 Mm 4 � u I AI:�Lk rUK A I I Af H1'ItNro IU.N.OJ 2x4 "T" BRACE OR L5TA12 % PREFAB ROOF TRU55E6 m �\ CONTINUE SHEATHING BELOW CONVENTIONAL FRMG tea! ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS \ ENTRYWAY5 4 PORAHE5 TOP PLATE FASTENER SCHEDULE (INTERIOR WALL) ..- 51NG;LE 5TUD CONDITION 4 STD CORNES LAPSPLIG NAILING SPLICE ALL OTHER NAILING 2411 2-ROUTS 0.131 x 3" 61, O/C 0,131 x 3 a S O/C 24" O.C. PRE-ENGINEERED OVERLAP TRU55 BRACING®5; LEAST ONE TRU55 SPACE 41_011 4'-0" 0.131 x 3" GOMM. 16" O.C. WOOD TRUSSES IN LOCATIONS WHERE A PIPE PENETRATES THE TOP PLATE OF 6" OVERLAP 2x4 BLOCKING ATTACHED 1/2 OILING GYP 5D w/ 5d S SHALL 1. ALL RAFTERS SHALL BE "2 SOUTHERN YELLOW PINE 24 MAX.SECTION 51 E O.C. E z A BEARING WALL, USE THE FOLLOWING PLATES: / \ wl l2J 0.131 x 3 I/2" TOENAILS COOLER NAIL51" O.G. OR BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: - P5PN58Z IN LOCATIONS WHERE A LAP SPLICE 15 NOT CLO5E. EACH END (U.N.O.) EQUAL, DIAPHRAGM AREA (4 BAY UP TO 4'-0" ---- 2X4 12'-0" TO 15'-0" ---- 2X1O - PS1`DN516Z IN LOCATIONS WHERE A LAP SPLICE 15 CLOSE. OR 8 FEET FROM MASONRY WALL) 4'-0" TO 8'-0" ---- 2X6 15'-0'' TO I6-0" ---- 2X12 8'-0" TO 12'-0" ---- 2X8 F Gable Diaphragm Side Wall 2. RIDGE BEAM SHALL BE "2 SOUTHERN YELLOW PINE. SECTION 51ZE SHALL BE 2" (NOMINAL) 51MP50N HT516 S-3 II (For Illustration Only) SCALE: NTS LARGER THAN RAFTERS W/ A MAXIMUM RIDGE 5IZE OF 2x12 FOR 2x12 RAFTERS. 3. CLEAT SHALL BE A 02 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ 126 COM. � APA RATED SHEATHING. SEE SIMPSON M5TA24 TEN51ON STRAPS 10 EACH TRU55 U51NG (14) 10d NAILS. INSTALL THE 5TRAP BY CUTTING A HOLE INTO THE SHEATHING'S EACH 5IDE OF TRU55 4 THREADING 12" O.C. 4-166 COM. SEE NAILING SCHEDULE TABLE NAILING SCHEDULE TABLE ATTACHMENT. U.N.O. FOR 2x4 DIAGONAL ATTACHED W/(4) 0,131 x 3 1/2" NAILS -a THE U-5HAPED STRAP FROM BOTTOM OF TRU55 TOP CHORD TO TOP OF CLEAT. 2-Sd ATM. FOR ATTACHMENTS INTERSECTING BLOCKING 4. SECURE RAFTERS TO CLEAT 4 WRAP TO TOP CHORD USING SIMPSON HT520 W/ ( 20) 10d 0.131 x 3 1/2" COM. a allO.C. O• NAILS FOR 2x12 RAFTERS, (16) 106 NAILS FOR 2x10 RAFTERS, (14) 106 NAILS FOR 2x6 �' Z 2-21lx4" W/I/2" PLYWp. RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" SPACER NOTE: 2X4'5 51MP50N HTT4 W/ MINIMUM (2) 0.131 x 3 1/2" MINIMUM 1"X4" TRU55 t-1AX �, RE -ENGINEERED SHALL $E TOE-NAILEp TO CLEAT W/ (8) 10d NAILS. °� MAY BE TURNED 5/8" DIA A.B. PER JOINT BRACING APA RATED SHEATHING. SEES NAILING �, o- TRU55ES 'S 24 O.C. 5. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON L55U210 SLOPING HANGER W/ (10) 10d d, ,, FLATWISE SO NO d ,, SPACER 15 NEEDED. . Truss BracingOverlapDetail FOR ATTACHMENT. U.N.o. /2 CEILING GYP BD W/ 5d „ NAILS INTO RIDGE BEAM 4 (1) 106 x 1 1/2'' NAILS INTO 2x12 RAFTERS. USE (8) 10d 4 (6) 106 RESPECTIVELY FOR 2XIO RAFTERS. USE L55U25 W/ (10) 10d 4 (5) 10d x 1 1/2" FOR 2x8 „ 16d ATM. 8 o.c. e q COOLER NAILS 7 O.G. OR EQUAL, RAFTERS. USE LSU26 W/ (6) 10d 4 (5) 106 x 1 1/2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" 106 COM. 12" o.c. S 3 SCALE: NTS DIAPHRAGM AREA (4 BAY OR 8 OR GREATER. 2x6 RAFTERS W/ SPANS LE55 THAN 4'-0" MAY BE TOE -NAILED TO RIDGE 4-1(od COM. ft FROM MA50NRY WALL) BEAM W/,(8) 106 NAILS. (1) 51MP50N L5TA12 STRAP 48 O.C. FOR INS", HEADER ANON=�3 ,4RINCx) 4 510 CORNER 6, WHERE NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD INSTALLATION SUPPORT OF M5TA24 STRAPS. SECURE BLOCKING W/ (3) 16d TOENAILS AT 5TRAFFING INFMATION SEE FLOOR PLAN FOR (1) SIMPSON HETA20 "- 5EE 2x4 BLOCKING ATTACHED W/ (2) EACH END INTO TOP CORD. O.C. ATTACHED TO EXPANDED x 3 1/2" TOENAILS EACH END, LENGTH 4 WIDTH BOTTOM CHORD Cr_ 5 BETAKING UNo. UNO Set Attachment Detail General Wood Attachment details DBE TOP PLATEjValley 1 FASTEN CAP TO CHASE w/ 0.131 x 3 1/2" R.5. NAILS 12" G BEE DETAIL ITYP) FLAT OR CATHEDRAL S 3 SCALE: NTS P $-$ SCALE: NTS / O.C. ALL-AROUND 8" MASONRY WALL W10) #5 1/2" GYP BD WALL SHEATHING REBAR CONT. IN KNOCKOUT COURSE °a NOTE: CROSS BRACING 4 ALL BLOCKING TO BE INSTALL 51MP50N LU524 MIN. EA. 5IDE OF THE ALL RAFTERS SHALL BE2 NAILED PER REPEATED 48" O.C. TYP. KNEEWALL SOUTHERN YELLOW PINE � STUDS � MIN. OILING JOISTS. JOISTS 24" O.G. MAX. SECTION O'/S-2 DBL 2X4 16 O.G. TO BE PER NOTE #1 SIZE SHALL BE PLATE CONT. TYP. MasonryGable End O SPAN -'" -'" 8'-0" (MAX.) TNEMEENpT�4 O �O > U/ 51MP50N HT520 'a 32 S-3 SCALE:NTS - ---- 2X4 NOTES. 1, ADJACENT NAILS ARE ' w 2x4 WD CONST. _j O.C. OR C516 TO ALIGNING FLA5HING ALL-AROUND - - 4'-0" TO 8'-0" -- 2X6 8'-0" TO 12'-0" ---- 2X8 DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 16" O.C. aax u�OL STUDS BELOW SADDLE SEE NAILING APA RATED SHEATHING. SEE NAILING __ ATTACH THE FRAME 12'-0" TO 15'-0" -- 2XI2 2. ALL NAILS PENETRATE �' LEAST 3/4 OF THE 2x6 50LE PLATE- ROOF ELEMENT SCHEDULE TABLE FOR SCHEDULE TABU= FOR ATTACHMENT. U.N.O. OF CEILING WITH 15'-O" TO 18'-O" ---- 2X12 THICKNESS OF THE LAST CUT OUTSIDE EDGE ATTACHMENTS 4-0.131 x 3 1/2'' NAILS TO EA. STUD ALL LAMINATION 3. FOR 4-PLY, PROVIDE I/4" N PLUMB TO ALLOW SOLID CONNECTION C5 16 TOP 2x4 DIAGONAL AROUND PERIMETER. DIA. X 5 1/2 LAG w/ SHEATHING FA5TF- CHORD TO CHIMNEY APA RATED v-0" ATTACHED W/(4) 0.131 x 3 1/2" NAILS 6 SCREWS OR EQUAL _ (SPACE AS 5HOUN FOR TO ROOF SHEATHING / BLOCKING w 1/4" x EA. SHEATHING. SEE MIX INTERSECTING NOTES : 3-PLY) 5" WOOD SCREWS 4" CORNER TOP CHORD ENG. NAILING SCHEDULE TABLE FOR BLOCKING 1. ALL CEILING FRAME TO BE AS PER TABLE 4, FOR 5-PLY, PROVIDE 1/4" DIA. X 1" LAG SCREWS ° 1" O.C. ALL-AROUND TRU55ES 0 24: O.C. ATTACHMENT. U.N.O. > � % 2. FOLLOW NAILING PATTERN FROM THE OR EQUAL (SPACE AS (U SIMP50N L5TA12 1/2" CEILING GYP Bp W/ 5d COOLER NAILS 7" O.C. APPROVED PLANS FOR SHEATHING ATTACHMENT. SHOWN FOR 3-PLY) 5. REFER TO NDI SECTION EACH END OF "L" OR EQUAL, DIAPHRAGM M T Frame Down CI . Entry3, WHEN INSTALLING SIMPSON PRODUCTS REFER INFO FOR ADDITIONAL 2x6 BLOCKING FASTENED TO FRAMING w 4-0,131 x 3 1/2" BRACE AREA (4 BAY OR 8 ft S-3 SCALE: NTS TO SIMPSON S INSTRUCTIONS 4 SPECIFICATIONS. INFORMATION ° ROOF SHEATHING NAILS EACH END FROM MA50NRY WALL) 1 2x4, 2x6, OR 2x8 SYP 01 fi) I/-11 OC 5EE 1 FLOOR PLAN FOR PRE-ENGINEERED B Fire lace Chase Detail 51ZING OF STUDS TRU55E6 -S 24" O.C. FLAT OR CATHEDRAL S.3 SCALE: NTS 2x BLOCKING 10 ALL (1) 51MP50N N10A OR HT516 SHEATHING 5EAM5, USE EDGE NAILING SCHEDULE. NOTE: GR055 BRACING 4 APA RATED SHEATHING. SEE NAILING ALL BLOCKING TO BE BRACING PER TRU55 SCHEDULE TABLE FOR ATTACHMENT. TYP. Frame Wall Gable End REPEATED 45" O.G. TYP, H ENGINEERING U.N.O.S 3 SCALE: NTS NOTES: TYPICAL AT ALL LOAD BEARING 5YP. COMPONENTS, LUMBER TYPE AND GRADE MAY FOLLOW TH15 TABLE FOR ITS GIVEN OPTIONS." LUMBER DEPTHS (2) 21'x LAMINATIONS (3) 2"x LAMINATIONS (4) 2"x LAMINATIONS ATTACH LARGER THAN 2X6 MAY ATTACH w/ 0.131 x 3" ATTACH wl (2) ROWS OF w/ SIMPSON 5p525600 WOOD BE SUBSTITUTED FOR R.5, NAILS 0.131 x 3" R.S. NAILS 6 6" SCREWS 5TAGGERED @ 6" ANY STUD WORK AT 16" STAGGERED a 6" O.C. O.C. ALONG THE LENGTH O.C. ALONG THE LENGTH OF OC MAX. SPACING (02 ALONG THE LENGTH OF THE COMPONENT, FOR THE MEMBER, FOR 0 5YP MIN.)" OF THE COMPONENT COMPONENTS WIDER THAN COMPONENTS WIDER THAN 8" All USE (3) ROWS. USE (2) ROWS -S 6" O.C.: APA RATED MAX PRE-ENGINEERED APA RATED SHEATHING. SEE NAILING N 141 mph MAX., EX C, Enclosed, Exterior Frame Wall Table Q Tv Nailin Schedule for BOW Columns & BEAMS SHEATHING. SEE TRU55E5 24 SCHEDULE TABLE FOR ATTACHMENT. S.3 SCALE:NTS S-3 J SCALE: NTS NAILING SCHEDULE DC U.N.O. TABLE FOR ATTACHMENT. U.N.O. SEE DETAIL A NOTE: THREE OR OMI-RE55ION WEB CONTINUOUS 20'-0" 20'-0" SEE EXPANDED DROPPED O YP) IS SHEET oo BOTTOM CORD BLOCKING MORE REPEATED. WHEN TRUSS 4 STUD ARE NOTE:: SLOPING OR GABLE END FOR IDENTICAL TRUSSES 6 VERTICAL ALIGNED 51MP50N TW15T 1. 5EE: TRUSS DIAGRAM OUTRIGGER SHALL HAVE 3� STRAP TYPE CONNECTOR MANUFACTURER'S BRACING 1X4 DIAGONAL BRACES. AILED TS) MAY BE TRU55 ENGINEERING MIN. N (1) 6IMP50N 2x4 BLOCKING 1/2" CEILING GYP BD W/ AILED TO TRUSS 4 STUD L5TA12 STRAP '�� ATTACHED W/ (2) 5d COOLER NAILS 1" (A5 REQUIRED BY ONTINUOUS PERMANENT LATERAL BELOW. NO 5PH4 15 STUD IS CUT SHEETS 1=0R WHEN 48" O.C. 0.131 x 3 I/2" R.S. O.C. OR EQUAL, NIB-9U BRACE (ALB) NEEDED TH15 STUD. NOT ALIGNED ADDITIONAL TOENAILS EACH DIAPHRAGM AREA (4 ° WITH A TRU55 PE RMANENT RRACINCx N UNO. BAY OR 8 ft FROM NOTE: AND/OR WHEN GLB DIAGONAL — END, WALL) "AT 2x6 WALLS USE 5PH6 TRUSS 5TRAP 15 THAT MY IN REQUIRED. BRACE AS HETA 20 ' 48" O.G. \ E p' ---PERMANENT DIAGONAL BRACE CONNECTORS IN LIEU OF • NOT DIRECTLY 2 "T" BRACINCx MAY E3E REQUIRED SY ATTACHED TO 1/2 GYP BD FLAT OR CATHEDRAL 1/2 CEILING NAILED TO OPPOSITE SIDE OF WEB 5PH4 CONNECTORS SHOWN. u • ATTACHED TO USED IN PLACE: OP BOTTOM CHORD OF GYPSUM BD TO PREVENT LATERAL MOVEMENT 4 AT 2x8 WALLS USE 5PH8 STUD USE (1) BC51 GABLE PE I;Rt (ANENT BRACINC%011 CROSS RACING 4 SHOULD BE REPEATED CONNECTORS IN LIEU OF SIMPSON 5PH4 �. NOTE R B APPROXIMATELY 20' INTERVALS. 5PH4 CONNECTORS SHOWN. OR 6P2 PROVIDED IT E XTE Np5 ILI 8" MASONRY WALL ALL BLOCKING TO BE FOR WALLS LARGER THAN OVER '� LE ST 90io OE W/N) S REBAR CONT. REPEATED 45" O.G. TYP. Ix4 MIN. BRACING W/(3) 0,131 x 2x8, USE 51MP5ON SPI 5 ON IN KNOCKOUT COURSE 3 I/2" NAILS -s INTERSECTING EACH SIDE OF STUD TO TYPICAL H10A CONFIGURATION, p0 NOT NAIL THE WEB. WEBS BOTTOM PLATE 4 SIMPSON ° THROUGH OTHER STRAPPING/CONNECTORS. REFER TO CONNECTOR NOTES FOR FRAME TO 5P2'S ON EACH SIDE OF TRU55 CONNECTIONS. STUD TO TOP PLATES UNBRAAED WALL HEIGHT 5YP 8'-O" 2x4 6 16" o.c. V-8" 2x4 0 16" c.c. V-0" 2x4 ID 16" o.c. 9'-4" 2x4 6 16" o.c. 10'-0" 2x6 a 16" o.c. n w 111 m U.N.O." TOP 4 BOTTOM CORD Gable Section - For Gable Less Than CLB Diagonal Brace @ 20' Max Intervals Detail NOTE: SEE TRUSS LAYOUT GABLE END, 5R ING 6 s 3 I— I1 ST SCALE: NTS S 3 SCALE: NTS FOR ANY ADD I T I ONAL Gable & C I BracingDiagram (4) ROWS OF TRU55E5 4 0 High STRAPPING REQUIRED o Frame Wall Truss Connection Detail R S_3 SCALE: NTS S-3 SCALE: NTS I' CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO STARTING ANY 1^IORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY IS PERMITTED BY CONTRACT ONLY. ANY GHANGES TO THESE PLANS, REGARDLE56 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND 5PEGFIGATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR AfJDITIONAL GONIDITION5. REVISIONS BY ``��Illtlll-/1 PO • Y z oozo z ¢Q O z ¢"oar°w s Z LL LU �KQ w U_ INS M -i0 --ll DATE �8-3D-17 SCALE N07 55 DRAWN MK/PDK JOB L Structural Details Sheet number: 5�-141 �— D5L. 2 x 4 TOP PLATE 51MP50N 5PH4 EACH STUD TO TOP PLATE WALL CONNECTION W/0 WINDOW NOTES: 1. WHEN WALL 15 PARALLEL TO FLOOR SYSTEM STRAP TO TOP 4 ROT. CORD OF TRUSS. 51MP50N L5TA30 w/ 22 -10d NAILS a 24" O.C. MAX OR EACH STUD, 2. PROVIDE 2X BLOCKING a SEAMS 4 RUN SHEATHING CONTINUOUS TO TOP OF MASONRY. (SEAM 16" MIN. A50VE 2ND STORY FINISHED FLOOR.) INSULATION PER ENERGY CALC5. 3. ALL WALLS TO BE CONSIDERED SHEAR REBI5TING COMPONENTS SEE ELEVATION PAGES ROOF COVERING 4 SHEATHING DETAIL SEE ELEVATION PAGES FOR SOFFIT 8 FASCIA DETAIL WD. HEADER (U.N.O.) SEE FLOOR PLAN FOR EXACT SCHEDULE WINDOW BEE FLOOR PLAN FOR SIZES INSULATION PER COMMUNITY SPECS OR ENERGY CALC5 i/16 (APA RATED SHEATHING — MIN., NAIL PER SCHEDULE DETAIL ''0" ON SKEET 5-2 2 x 4 SOLE PLATE 51MPSON C516 OR SIMPSON M5TA36 -a 32 O.C. OR EVERY OTHER STUD, TYP., BLOCK AS NEEDED 2x4 02 5YP RIM w/ (5) 0.131 x 3 1/2" NAILS EA. TRU55 J015T ( INSET) 2x4 FLATW15E VERT. BLOCKINd AS NEEDED TO ACHIEVE FULL NAILING IN STRAPS. 2x4 *2 5YP RIM w/ (5) 0.13 3 1/2" NAILS EA, TRUSS JOI: (INSET) SHEATHING TO BE FLUSH W/ — BLOCK SEE TRU55 LAYOUT FOR — STRAPPING INFORMATION 8" CONC. K.O. BLOCK BOND BEAM POUR SOLID W/ I - 05 RE5AR CONT. HORIZ. MIN. LAP = 25" WINDOW SEE FLOOR PLAN FOR SIZES WIND RESISTANT PRE -CAST CONC. BILL 4" HIGH CONC. 5LK. 8" CMU PER A5TM-C 90, I900 - P51 MIN. W/ TYPE M OR 5 MORTAR PER A5TM-C 210, 5/8" CEMENTITIOU5 FINISH PER F5CR 103.6 SEE ELEVATION$ NOTE: "AT 2x6 WALLS USE 6PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE SPHS CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP50N 5P1'5 ON EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 5P2'S ON EACH 51DE OF STUD TO TOP PLATES, U.N.O." ENGINEERED ROOF TRU55E5 624" O.C. MAX. 12 SEE ELE INSULATION BAFFLE N5ULATION PER COMMUNITY 5PEC5 OR ENERGY CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR 6 EACH TRUSS SEE TRU55 LAYOUT FOR STRAPPING INFORMATION D5L. 2 x 4 SYP TOP PLATE W/ 51MP50N 5PH4 a 16" O.C. EACH STUD (12) 10d NAILS EACH. GYP. BOARD RETURN WINDOW BEE FLOOR PLAN FOR SIZES ELEVA' INSULATION BAFFLE VM{...I"II IVI1�� ✓ I1 SPECS OR ENERGI CALC5 1/2" GYPSUM CEILING BOARD HURRICANE ANCHOR -@ EACH TRU55 SEE TRU55 LAYOUT FOR STRAPPING INFORMATION D5L. 2 x 8 SYP TOP PLATE W/ SIMP50N SPHS -@ 16" O.C. EACH STUD (12) 106 NAILS EACH. GYP. BOARD RETURN WINDOW BILL CAULK e WINDOW WINDOW BILL CAULK 6 WINDOW 2 x 4 BILL 2 x 8 BILL INSULATION PER 2X FRAME WALL SEE TABLE COMMUNITY SPECS OR 2X FRAME WALL SEE TABLE N ENERGY CALC5 ON SHEET S-3 FOR "N" ON SHEET 5-3 FOR SPACING. SPACING. 1/2" GYPSUM 50ARD 1/2" GYPSUM 50ARD 7/16" APA RATED SHEATHING 3/4'' T4G GLUED W/ CONSTR. ADH'E5IVE NAIL PER SCHEDULE DETAIL 4 NAILED SEE SCHEDULE DETAIL "0" "0" ON SHEET 5-2 ON SHEET 5-2 PRE ENGINEERED WOOD FLOOR TRUSSES 24" O.G. INSTALL 1/2" DIA. x 8" Hill BOLTS 8 WASHERS W/ 5" IMBED _ 6 2'-0" O.C. (MAX.) CENTERED ON WALL, BIMPBON SPHS 2x8 PT 50LE PLATE ° SIMPSON PETA20 tv 32" O.C. IF ATTACHED TO RIMJOISTS. 624" O.C. USE 2- 05 BARS IN K.O. BLOCK ". MAX IF ATTACHED TO FLOOR TOP (2) TWO COUR5E5 IX P.T. FURRING HORIZ. TRUSSES p a ', 1/2" CEILING GYP. 50ARD SEE �� NOTE ON N-I PAGE FOR GARAGE APPLICATION IX P.T. FURRING HORIZ. 8" GONG. K.O. BLOCK BONA BEAM POUR SOLID (2500 P51) W/ 2 - 15 RE5AR CONT. HORIZ. MIN. LAP = 25" 1 x 6 P.T. CURTAIN NAILER 9 OPENINGS I x 6 P.T. CURTAIN NAILER OPENINGS PRECAST CONCRETE LINTEL PRECAST CONCRETE LINTEL 01 SEE FLOOR PLAN FOR SCHEDULE SEE FLOOR PLAN FOR SCHEDULE I x P.T. BUCK STRIP I x P.T. BUCK STRIP WINDOW BILL - CAULK s WINDOW 1/2" GYPSUM 50ARD 4211 SEE FOUND PLAN d a •. o a 4 FOOTING BEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. A Typical Two Story Wall Section S 4 SCALE: NTS WINDOW SEE FLOOR PLAN FOR SIZES WINE) RESISTANT PRE -CAST CONC. BILL 4" HIGH CONC. 5LK, 8" CMU PER A5TM-C 90, 1900 PSI MIN. W/ TYPE M OR 5 MORTAR PER ASTM-C 210. 5/8" CEMENTITIOUS FINISH PER F5CR 103.6 WINDOW BILL - CAULK -a WINDOW 1/2" GYPSUM BOARD 4"GONG. BLAB. SEE FOUND. PLAN rc-'-�Typical Two Story Wall Section S-4 W/O Floor System SCALE: NTS I: NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTING 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, REGARDLE55 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. HARMLF-59 TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIE5 IN THE PROJECT. IF BOUND SPECIFICATION5 ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITION5. REVISIONS BY • •; . • iC cr :NA• �, w°�aa ZO o � o< a t� pk Pr— Z z LL yz�UOw - � o a ZD a S Mww CPO 0 co ry 0 LQ DATE 00-3047 SCALE NOT)'O DRAWN MK/POK JOB Sheet content: Structural Details Sheet number: NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP5ON 5P1'5 ON EACH 51DE OF STUD TO 5070I'1 PLAN 4 SIMPSON 5P2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." DECKING 2''X4" PANEL BLOCKING a 48" O/C FOR THE FIRST 8'-0" OF END WALL 2ND FLOOR FRAMING FROM EA. END, (TYP) TOP 4 BOTTOM SIMPSON 5PH4 TO EA. DBL 2x S.Y.P. TOP PLATE CHORD ATTACHED W/ (2) 0.131" X 3 1/2" 51MP5ON C516 OR M5TA36 STRAP STUD WITH 12-106 x 1 1/2 COMMON TOE NAILS a 32" O.G., EVERY OTHER NAILS. EACH STUD FOLLOW TABLE BELOW FOR APPROPRIATE LOOR J015T-5EE FRAMING PLAN SPACING 4 SIZE OF WALL STUDS. STUDS SHALL BE INSTALLED WEEP SCREED INSTALLED PER MANUF. NA/5-3X. 6 O.C., SEE r SIMPSON HETA20 '� 32" O.C. MAX. 2x4 S.Y.P. *12 RIBBON W/4-I06 6 2"X4" CROSS BRACE / V EA. FLOOR TRUSS, Q 48" O/C FOR THE IST 2'-0" OF END WALL W/ (4) 0.131X3 1/2" EA. END CS16 OR MSTA 36 INTO 2 "X4" BLOCKING 32 "O.C. (36" LONG) o FROM EA. STUD TO (2XI2) WOOD BLOCK OR FLOOR JOIST 000 DECKINGdO 10 2x12 5YP2 WOOD 3-0.131 x 3 1/2 a EA. BLOCK BETWEEN JOINT SIDE. 2"X4" PANEL BLOCKING FLOOR JOIST WITH 5-16d HETA20 a 32 O.C. ON THE TOENAILS, a 48" O/C FOR THE FIRST 2ND FLOOR FRAMING 8'-0" OF END WALL FROM INSIDE FACE OF 2x12 EA. END. (TYP) TOP 4 SIMPSON C516 OR M5TA36 OR BOTTOM CHORD ATTACHED EQUAL AT EACH STUD, TO STUD W/ (3) 0,131 X 3" TOE NAILS (ABOVE/BELOW), FLOOR JOIST, OR NOTE: BLOCKING. SEE 'N'/5-3 FOR STUD INFORMATION LOOR JOIST-5EE FRAMING PLAN LT. Frame/Masonry Connection #1 y B S-5 J SCALE: NTS ATTACH TRUSSES PER FRAMING NOTES. IF TRUSSES ARE PARALLEL, PROVIDE BLOCKING AT 24" O.G. AND ATTACH WITH (3) 0.131"x3-1/2'' TOENAILS At EACH END TYP, PROVIDE A MINIMUM 2 PLY END STUD AT EACH END OF FULL DEP&NUKING SHEATHING EDGES w/ (3) 0.131"x3-1/2" TOENAILS EA. END CONSTRUCT WALL AS LOAD BEARING WITH UPLIFT REF. C/5-1. 5IMPSON HTT4 OR EQUAL At EACH END OF SEGMENT INSTALL 5/6' THREADED ROD IN 51MP5ON SET EPDXY OR EQUAL WITH 6" MIN EMBEDMENT, SEGMENT LENGTH TO 5E EQUAL TO OR GREATER THAN "H" I SHEATHING AS DELINEATED ELSEWHERE IN P OUBLE TOP PLATE SET. (MIN. 5TUD GRADE SYP) 2x STUDS 16" O.G. CMU WALL - 5EE FLOOR TRUSSES FLOOR PLAN FOR TYP. MORE INFO, 2X BOTTOM PLATE WITH (4) MAILS AT EACH ALNGING THE ROTOR (NAILS PLATE INTO A PARALLEL TRUSS/RIM JOIST AT 4" D.C. ALL NAILS TO 5E 0.131"x3-1/2" MIN. TYPICAL. A Cross Strapping Detail 8-5 SCALE: NTS INSTALL SIMPSON C516 CROSS STRAPS WITH (1) 0.131"x3-1/2" NAIL At EACH PA551NG STUD AND BLOCK, AND WITH 4 NAILS MINIMUM At EACH END TO TOP AND t BOTTOM PLATES/END STUDS. STRAPS SHOULD BE DIAGONAL AND At 45 DEGREES OR LESS IN RELATION TO HORIZONTAL. TYPICAL, IF DOUBLE END STUD 15 OVER A VOID SPACE, INSTALL 50LID 2X BLOCKING BELOW. TYP. AT CROSS STRAPPED SEGMENT, IF SHEATHING 15 GYPSUM WALLBOARD, ATTACH WITH 6D COOLER NAILS AT -I" O.C. OR 06 X 1-1/4" SCREWS 6" O.C. ALONG EDGES AND 12" O,C. IN THE FIELD, IF SHEATHING 15 OTHER THAN GYPSUM, SEE NAILING SCHEDULE AT 0/52, NOTE: AT 2x6 WALLS USE SPH(o CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. AT 2x8 WALLS USE 5PH8 CONNECTORS IN LIEU OF 6PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 5IMP50N 5P1'S ON EACH SIDE OF STUD TO BOTTOM PLATE 4 SIMPSON SP2'5 ON EACH 51DE OF STUD TO TOP PLATES. U.N.O." 1/2" DIA NUT W/ MIN, 1-1/4" DIA x 1/8" WASHER 1/2 DIA ALL THREAD ROD 1/2" DIA -- /2" DIA ANCHOR BOLT COUPLING A.R. EXTEN51ON DETAIL NOTE: SEE 'N75-3 FOR STUD INFORMATION 51MP50N 5PH4 EA. STUD TOP 4 BOTTOM OF WAI FOLLOW TABLE BELOW FOR APPROPRIATE SPACING 4 51ZE WALL 5TUD5. 51 SHALL BE IN57 e MAX. 16" O.C. DIA. 1/2" J-BOL OR WITH 51MP51 SET EPDXY 5" EMBEDMENT a JOINT COUPLER NUT 2X4 RIBBON w/ 3-166 a EA. TRUSS. LT. Frame/Masonry Connection #2 SCALE:NTS NOTE: "AT 2x6 WALLS USE 5PH6 CONNECTORS IN LIEU OF ENGINEERED ROOF 5PH4 CONNECTORS SHOWN. TRUSSES 624" O.C. AT 2x8 WALLS USE 6PH8 CONNECTORS IN LIEU OF 5PH4 CONNECTORS SHOWN. FOR WALLS LARGER THAN 2x8, USE 51MP50N 5P1'5 ON INSULATION PER ENERGY CALCS EACH SIDE OF STUD TO BOTTOM PLATE 4 51MP50N 1/2" GTP5UM CEILING BOARD 5P2'6 ON EACH SIDE OF HURRICANE ANCHOR a EACH TRUSS STUD TO TOP PLATES. U.N.O." PROVIDE CONTINUOUS STRAPPING CONNECTION TO FOUNDATION DBL. 2X TOP PLATE 2x4 SOLE PLATE SPH4 a EA. STUD PROVIDE (2) 16d COM o EACH TRUSS 1/2" GYPSUM SIMPSON C816 W/ MIN (22) 10d 3/4'' T4G GLUED W/ CONSTR. ADHESIVE COMMONS (12 MIN. EACH END) 4 NAILED SEE SCHEDULE DETAIL "0'' 11050 MAX a 24" O.G. MAX OR ON SHEET 5-2 EACH STUD WRAP UNDER TOP PLATE (15T FLR) PRE ENGINEERED WOOD FLOOR TRUSSES a 24`O.C, 2x4 #2 5YP RIM w/ (3) 16d NAILS EA. TRUSS J015T ( INSET) 1/2" GYPSUM BOARD ---- _� 51MP50N MT51(o ----__ EACH FLOOR TRU55 24'' O.C. MAX. 11/2" GYPSUM CEILING BOARD W/ KN CK - �/16" SHEATHING MIN., DOWN DRAG FIN15H SEE NOTE ON N-1 PAGE SEE GENERAL NOTE FOR GARAGE APPLICATION FOR NAILING PATTERN DBL, 2X TOP PLATE w/ 51MP50N 5PH4 6 16" O.G. w/ (12) 10d NAILS EACH 11/2" GYPSUM BOARD 1/2" ANCHOR BOLT a 24" 0,C. W/ NUT 4 2" SQUARE PT 2X ROT. PLATE w/ 15Y 1/5" WASHERS SIMP50N 5PH4 a EA. STUD w/ (10) 10d NAILS 4"GONG. SLAB. SEE EACH (FOUND. PLAN FOOTING SEE FOUNDATION PLAN FOR SIZES 4 MORE INFO. /,,�Tvdcal Two Story Interior Bearinq Shear Wall Section 2"X4" CRO55 BRACE / NOTE: a 48" O/C FOR THE ADD 2X4 5LOCKING 6 M5T,436 OR C51(o 16T 2'-0" OF END WALL OR HETA20 WHICH 15 NOT ALIGNED UI/ W/ (4) 0.131X3 1/2 6 EA, END TRUSS VERT. WEB USING 2-0.131'' X 3 1/2" INTO 2 X4 BLOCKING TOENAILS EA. END. FLOOR "O. 2"x4" PANEL BLOCKING a 48" O.C. FO JOIST q� THE FIRST 2'-0" OF END WALL FROM EA. (TTP) END. (TTP) TOP 4 BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS. *** WHEN CROSS BRACE ANGLE GREATER THAN 45° EXTEND PANEL BLOCKING FOR THE FIRST 4'-0" OF END WALL. 2 "x4" CROSS BRACE a 48" O.C, FOR ---/ `l THE let 2'-0" OF END WALL W/ (2) 10dx3" a EA. END INTO 2"x4" BLOCKING. (ANGLE NOT TO EXCEED 45') SEE *** WHEN *** WHEN ANGLE IS GREATER THAN 45°, DISTANCE IS CROSS BRACE 6 48" O.G. FOR THE let LE55 THAN 2'-0" 4'-0" OF END WALL. s THE FIRST BAT Floor Truss Parallel To Brg. Wall 2nd FLOOR WALL SIMPSON C51(o W/ MIN (22) 106 COMMONS (11 MIN. EACH END) BEAM / GIRDER EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 2x ROT. PLATE—' L-PRE-ENGINEERED W/ 2-0,131 x 3 1/2" FLOOR TRU55 NAILS a roll O/C o Second Floor Frame Connection @ Girder S-5 j SCALE: NTS NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO 5TARTIN6 ANY WORK. THESE PLANS ARE THE PROPERTY OF VORTEX ENGINEERING, LLG., AND SHALL BE RETURNED UPON COMPLETION OF THE PROJECT. USE OR COPY 15 PERMITTED BY CONTRACT ONLY. ANY CHAN6E5 TO THESE PLANS, REGARDLE55 OF HOW MINOR, WITHOUT WRITTEN APPROVAL OF VORTEX ENGINEERING, LLG, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLG SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLG. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY 5HOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. REVISIONS IIIItP BY s 6 M {�J c S • Q0 i Z .r t Cn s %. •. z 0� os Lu r li•l;• z ry 0 DATE Qi8-3�-17 SCALE NOTED DRAWN MK/POK JOB - Sheet content: Structural Details Sheet number: 5� SCALE: NTS DRYWALL OVER FUF BLOCK W 11/164/16 COVE MG (MOO) 14 TRIM (WINDOW PER PLA (WINDOW PER PLAN) PLAN) COMPOSITE WINDOW SILL SQUARED DETAIL — EDGES lx6 TRIM BEAD BOARD PANELING DRYWALL FINISH — OVER FURRING ON BLOCK WALL (WINDOW PER PLAN) LINE OF WALL--,,., BELOW LINE OF TRIM --- BELOW COMPOSITE WINDOW SILL EAD SILL Ixb TRIM DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL LINE OF WAL. BELOW LINE OF CAS BELOW COMPOSITE SILL ELEVATION PLAN WINDOW >ETAIL 1/4' DOOR CASING ALL FINISH VVtK 2x WALL (SEE PLAN) WINDOW STOOL W/ TRIM AND BEAD BD. NICHE STOOL DETAIL PLAN SPECIFIC PER PLAN VAX: P 14' PLAN SPECIFIC PER PLAN VALE: V- -0 TEMP GL. SHIMAS-4' S I' ENCLOSURE SEAM A5 I�_4� 8' W. CORIAN REQ'D. CAP (WINDOW --- -- - _ _ PER PLAN) '---INVERTED 2 1/4' DOOR CASING (0366) COMPOSITE WINDOW - I' INVERTED 2 114' I' I, SILL DOOR CASING (0366) 2x STUDS (PER Lu 2x STUDS (PER SQUARED DETAIL— 2x STUDS (PER STD. PLAN) ;� STD. PLAN) EDGES BASE PLAN) BASE 2" VAINTY CABINET 2 CABINET V2' DRYWALL CABINET 1/2' DRYWALL INVERTED G ---" DOOR CASING l*366) 3 1/4' BASE BD. 3 1/4 BASE BD. DRYWALL FINISH — ("366) (0366) OVER FURRING ON BLOCK WALL QUARTER QUARTER lb BASE BD. ROUND ROUND CALI. TOP HIGH BAR TOP VANITY LOW WALL SCALE: 1/2'-- P-0' SCALE: V2' :1'-0' SCALE: 1/2' - I'-0' 8' W. GDRIAN �P• GL. ENCLOSURE GAP 1/2' DRYWALL S' W. GDRIAN BELOW GAP GAP I� TILE FINISH TILE FINISH 2x STUDS (PER OVER WATER OVER WATER PLAN) iI RESISTANT RESISTANT �� WALL BD. WALL BD. 1/2' DRYWALL. ' BATH I SHOWER SHOWER SHOWER 3 1/4' BASE BD. SIDE? 0366) jl SECTION PLAN SHOWER LOW WALL SCALE: 1/2' = I'-V TILE TO WRAP IN WINDOW ZIFY TOP (WINDOW PER PLAN LINE OF WALL SILL BELOW CT I/2" OUT EIVE TILE) LINE OF CASING:— BELOW COMPOSITE WINDOW SILL SHOWER WINDOW SCALE: 1/4" = 1'-01' SILL ELEVATION L DRYWALL FINISH PLAN OVER FURRING ON BLOCK WALL TYP. WINDOW STOOL DETAIL FLOORING / 5A5E 5OARD NOTE: LU�N TILE FLOOR 15 SEL CT5D ONLY 5A5E BOARD 15 INSTALLED. UJHEN UJOOD FLOOR 15 SELECTED 5A5E BOARD AND 5HOE 1 IOULD ARE IN5TALLED. WINDOW >ETAIL 1/4" DOOR CASING (w366) Ix JAMB. (BI-PAS; DRS. PEF PLAN) DRYWALL FINISH OVER 2x WALL (SEE PLAN) 2 1/4' DOOR CASING (0366) HELD DOWN 1/2' 1/2' WOOD FILLER HEAD DRYWALL FINISH OVER 2x WALL (SEE (BI-PASS PLAN) DRS. PER PLAN) 1/21" V21/4'DOOR CASING (036(o) HELD OVER 1/2' PLAN TYP. BI-PASS DRS. CASING DETAIL ME:1,04, MAIN HOUSE DRYWALL.-,z- GARAGE - BASE BD. TO OVER LAP SLAB STEP AND DRYWALL TRANSITION r,3�BASE BD. TYP. BASE BD. AT GARAGE / MAIN HOUSE SCALE: 1" = I'-0' NOTE: DR,4WING5 ON 11"Xil" 5I4EET WILL 5E ONE 14A1=1= TI4E 5CALE NOTED 51/4' GROWN i (045) 5 1/411 CROWN Ix8 R vER W/ W4�ITE PINE 1/2' DRYWALL 3 V4' BASE BD. (%b) 2x6 WALL %" OR 42' HIGH PER PLAN 2x4 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLAN ME$ V - V'®' Ix10 ROUNDOYER W/ U 41tE PINE ROUTER 1/2' DRYWALL 31/4' BASE BD. r-r(%b) 2x6 WALL lit 36' OR 4211 HIGH PER PLAN 2x6 STAIR KNEE WALL CAP DETAIL PLAN SPECIFIC PER PLANS°'''''�' TRIM DETAILS c N0 0 N� to I� W 00�. �0 0507 4 4 ti 'JOB NUUM 22086' CM FXE ZEN BUILDER Ism 06-16-16 IZENSiE1D 07-67-16 m, 10-05-16 11-02 15 DESIGN G ws 150 srATE STREET EAST O1DMA& RXXUDA 34677 813 .925 .1300 TEL 813.925.1800 FAX W W W.DAVEBEW5.CAM TAMPA • DENVER. EST.1994 k- W C) IMMMMUMMI G1C m C) TRIM11 nnE TYPICAL 1R/M DETAILS LL LJ-1021 STANDARD - 42" P. ROSETTE � 461 KNEEWALL (OPT. LJ-6010 RAILING SHOWN) - LJ-4040� NE POST�� lx6 PAINTED BASE PLAN 3 1/4" BASE BD. LJ-1011 LEVEL QUARTER TURN AS APRON LJ-1011 LEVEL r—LJ-4042 QUARTER TURN LJ-4040 NEWEL LJ-045 POST NE L POST NEWEL POST _ - OPT. LIH-MG2KNUC44 _ WROUGHT IRON BALUSTERS FAINTED BASE ROSETTE "`r PLA I LJ-6010 IA2 SKIRT 3 114" BASE RAILING BOARD AS APRON LJ-5015 WOOD BALUSTERS BASE (3 PER TREAD) CAMOULD STANDARD - LJ-Wl4MRI SKIRT TREAD FOR CARPET BOARD 5 (OPt. LJ-8010 SERIES TREAD SHOWN) LJ-80% OAK Ix8 PAINTED LINEAL COVE - RISER MOULDING _ LJ-8010MRI BASE--'""'�J OAK TREAD PER TM LEVEL 3 1/4" OR 5 1/4" LJ-4042 NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC SWITCHBACK STAIR DETAIL KTA GENERAL STAIR NOTE: SE ER TO FLOOR PLANS FOR TREAD DEPTH AND RISER I -EIGHT REWIRED. �C INDICATES STRIP FLOORING TO 5E INSTALLED IN SAI`tE ORIENTATION AS 5 1/4" LANDING TREAD LJ-8090-5 OAI 5 1/4" LANDING TREAD RAILING SEE GENERAL STAIR NOTES VAN Ir=/ALJ.7 RAILING LJ-4042 NEWEL LJ POST GENERIC WOOD SWITCHBACK STAIR FLOOR PLAN _ -- N.TS. STANDARD - 42" H. KNEEWALL (OPT. LJ-6010 RAILING SHOWN) OPT. LIH-MGMUC44 WROUGHT IRON BALUSTERS 461 4, LJ-4040�'4� NEWEL POST LJ-4040 NEWEL POST 50 IxI2 SKIRT ix6 PAINTED BASE CUT TPRU BOARD PLAN WALL `<� �� 3 1/4" BASE LJ-6010 AS APRON RAILING LJ-1041/8 ---�^ BASE S-TURN MOULD STANDARD - LJ-8014MRI LJ-5015 WOOD TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-80% OAK Ix8 PAINTED LINEAL COVE - RISER MOULDING BASE LJ-8010MRI PER TM LEVEL OAK TREAD 3 1/4" OR 5 1/4" lxl2 SKIRT LJ-4042 BOARD NEWEL POST 2 EA. - LJ-3018 RAIL AND POST FASTENER GENERIC STRAIGHT RUN STAIR DETAIL KTS. STAIR AND RAILING RULES I. WHEN PLAN INDICATES BULLNOSE STARTER STEP - INSTALL WITH PIN NEWEL AND TURNOUT FITTING. 2. WHEN PLAN INDICATES STANDARD OAK TREAD - INSTALL NEWEL ON FLOOR AND ATTACH INTO FIRST RISER 3, ALL PLANS THAT INDICATE BALUSTER RAILINGS WITH OPEN TREADS - MINIMUM SPEC IS FIRST TREAD TO BE FULL OAK WITH CLEAR COAT. CARPET RUNNER STARTS At NEXT RISER. 4. WHEN "OPEN BALUSTER RAILING" 16 ON BOTH SIDES OF STAIR, THE TREADS ARE OAK WITH PAINTED RISERS. CARPET RUNNER STARTS WHEN ONE OR BOTH WALLS BEGIN. WHEN ONE SIDE REMAINS "OPEN RAILING", INSTALL HYBRID TREADS WITH CARPET RUNNER 5. HANDRAILS - WALL MOUNT OR BALUSTER - RUN ALONG "OUTSIDE" OR "LONG SIDE" UP STAIRWELL. "CONTINUOUS" RAIL INSTALLED PER CODE AS NECESSARY. MOST JURISDICTIONS DO NOT REQUIRE HANDRAILS AT LANDINGS. 6. BALUSTERS (WOOD OR METAL) AT STEPS- FINISH AND APPEARANCE - WHEN INSTALLATION IS COMPLETE, DESIGN COMPONENTS (BASKETS, KNUCKLES, SCROLLS, AND TURNINGS) SHOULD FOLLOW SLOPE OF THE TOP RAIL. I. ON UPPER FLOOR BALUSTER RAILINGS, MAXIMUM 12" SPACE BETWEEN NEWELS. 6. FINISPES - ALL OAK PAS CLEAR -COAT FINISH AS STANDARD. ALL OAK COVE MOLDINGS (UNDER TREADS) t0 BE CLEAR -COAT AS WELL. OPTION UPGRADES FOR STAIN COLORS. 9. ALL WOOD RISERS TO BE PAINTED WHITE. 8"rf D \���`������\���\�``-FULL Pt. WALL TREAD LJ-8010MR2 CARPET STARTS TREAD At THIS RISER RAILING FULL OAK RAILING TREADS LJ-4042 NEWEL POST GENERIC WOOD / CARPET STAIR FLOOR PLAN NTS. lxl2 SKIRT SECTION --� � ���'� BOARD CUT THRu � WALL RAILING BASE CAP S-TURN _ MOULD STANDARD - LJ-8014MR1 LJ-5015 WOOD - TREAD FOR CARPET BALUSTERS (OPT. LJ-8010 SERIES (3 PER TREAD) TREAD) LJ-8095 OAK LINEAL COVE MOULDING BASE --'~-`"''� PER TM LEVEL Ix8 PAINTED RISER 3 1/4" OR 51/4" Ix12 SKIRT LJ-1040 / 1045 TURNOUT BOARD ,,,� LJ-3009 LJ-4010 NEWEL POST BRACKET LJ -8010 STARTING STEP GENERIC TURNOUT W/ WOOD AND CARPET STRAIGHT RUN STAIR D ETAI L 2x STUD WALL w/ DRYWALL FIN. LJ-5015 WOOD BALUSTERS ,,---BASE GAP (3 PER TREAD) MOULD ixl2 SKIRT "_BOARD LJ-8010MR1 OAK TREADS SUB TREAD LJ-WTI5 OAK LINEAL COVE MOULDING } 1xl2 SKIRT BD. 11� 1 BASE CAP MOULD 24 STRINGERS TYP. OPEN TREADS W/ PICKETS AT STAIRS DETAIL LJ-404 42" H. LJ-1021 NEWEL RAILING ROSETTE POST LJ-6010 36" P. RAILING RAILING LJ-5015 WOOD 03 1/4" BASE BALUSTERS 0 AS APRON (3 PER TREAD) NEWEL 2 WOOD TREAD C POST Ixl2 SKIRT BD. 1L BASE LJ-8095 OAK CAP LINEAL COVE MOULD MOULDING PER PLAIN PER TM LEVEL 3 1/4' OR 5 1/4" TYP. OPEN TREADS W/ WOOD BALUSTERS AT STAIRS N.T.S. 3/4" MIN. HOLE DEPTH - FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" P. RAILING LJ-6010 RAILINGS \ LJ-4042 NEWEL POST' LINE OF BALUSTERS TO BE PARALLEL TO TOP RAIL W w ttl i11 LJ-4010 LJ-4045 LJ-4042 LJ-4040 TYPICAL NEWEL POST PROFILES V.S. a 4 4 LJ-5015 L114-POL15ASK44 LIP-POL25ASK44 LIH-POLIKNUC44 LIP-POL2KNUC44 LI14-14OLPLA44 LIW-WOL50144 (PLAIN)W/ L I-ALAK01 l2 EA. ADJ. KNUCKLE) TYPICAL BALUSTER PROFILES 1-V-✓wlw -rrc 4K/VV 6wf- -wvl &-INV (3 PER TREAD AND EQ. SPACED) TYP. WOOD BALUSTER INSTALLATION DETAIL KTS. 1" MIN. POLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF ----'' BASKETS TO BE PARALLEL TO TOP RAIL (DOUBLE BASKET) LIP-POLI5A6K44 (SINGLE BASKET) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE BASKETS AND EQ. SPACED) TYP. LEVEL 2 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.TS. N.T.S. NOTE: DFAWING5 ON 11"xI 5�4EET WILL E ONE 44LF TEE 5GALE NOTED N.TA I" MIN. HOLE DEPTH FOR—C BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME At EACH BALUSTER) 36" P. RAILING LJ4010 RAILING \ LJ-4042 NEWEL POST LINE OF KNUCKLES TO BE PARALLEL TO TOP RAIL (DOUBLE KNUCKLE LIH-HOLIKNUC44 (SINGLE KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - ALTERNATE KNUCKLES AND Ea SPACED) TYP. LEVEL 1 DECORATIVE METAL BALUSTER INSTALLATION DETAIL N.T.S. I" MIN. POLE DEPTH FOR BALUSTERS IN TO HAND RAIL (KEEP HOLE DEPTH THE SAME AT EACH BALUSTER) 36" H. RAILING LJ-6010 RAILING LJ-4042 NEWEL POST LINE OF SCROLL TO BE ,,► PARALLEL t0 TOP RAIL L114-HOL50144 LIP-HOLPLA44 (SCROLL) (PLAIN) LI-ALAK01(2 EA. ADJ. KNUCKLE) DECORATIVE METAL BALUSTERS (3 PER TREAD - I - SCROLL AND 2 - KNUCKLES AND Ea SPACED) TYP. LEVEL 3 DECORATIVE M ETAL BALUSTER INSTALLATION DETAIL KTA STAIR DETAILS a w NW o N� 6 �rr ` �d • 0 �o 3�E 00 10)? 0)ti 0a *M MMER 2416101• CAD FILE NAME 7MM DETAISSUED 13 II ' DAVIS BEWS DESIGN GRUVP W STATE STREET EAST OLDOWAR, FIARMA W77 813 .92.5 .1300 TEL 813.925.1800 FAX WWW.DAVLS9EWSC0M TAMPA • DENVEFL --- EST.1994 STAIR 0 nu E TYPICAL STAIR DETAILS