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405 ROYAL PALMS DR - DWGSDESIGN CRITERIA AND LOADS Building Code Florida Building and Residential Codes, 6t' Code for Design Loads ANSI/ASCE 7-10 Edition (2017) ROOF LOADING' ............................................... Cd = 1.25 TOP CHORD LIVE LOAD..................................16 PSF TOP CHORD DEAD LOAD................................5 PSF BOTTOM CHORD LIVE LOAD 10d ATTICS WITH LIMITED STORAGE ............... 20 PSF (PER FRC) ATTICS WITHOUT STORAGE.. ..................... 10 PSF 3" (NON -CONCURRENT) BOTTOM CHORD DEAD LOAD........................5 PSF 16d SINKER 0.148" WINC LOADING.................................................Cd = 1.60 ASCE 7-10, 3S GUST........................................120 MPH BASIC WIND SPEED 2,3 EXPOSURE CATEGORY .................................. B BUILDING CATEGORY ..................................... I ENCLOSURE CLASSIFICATION ...................... OPEN C&C DESIGN PRESSURES..............................(SEE TABLE 1) DEFLECTION CRITERIA ,f ROOF TRUSSES .............................................. LL ! 24C RT8A TL 180 �- TL MAX 1" UP TO IN CONCRETE 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS.......... LL / 360 SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED, TL / 240 IN STUD GROUP TL MAX 2 -PLY 2x8 NO. 2 SYP PT BEAM --� • FASTEN BEAMS TO POST WI (2) 5/8" DIA -- GALVANIZED THROUGH BOLTS W! NUT AND WASHER, TYP AT ALL 13EAM TO POST CONNECTIONS • SEE "BEAM TO POST r;ONNECTION DETAIL" FOR REQ'D BOLTING PATTI RN • 2x8 NO. 2 SYP PT RUNNER--' TYP • FASTEN RUNNER TO BEAMS/ POST W/ (3) 1 Od, TYP • FASTEN BEAMS TO POST W/ (2) 5/8" DIA GALVANIZED THROUGH BOLTS W! NUT AND WASHER, TYP AT ALL BEAM TO POST CONNECTIONS • SEE "BEAM TO POST CONNECTION DETAIL" FOR REQ'D BOLTING PATTERN • O. 2 SYP PT RUNNER-,--// 2x8 N TYP • FASTEN RUNNER TO BEAMS/ POST W/ (3) 1Od, TYP • FASTEN BEAMS TO POST W/ (2) 5/8" DIA GALVANIZED THROUGH BOLTS W/ NUT AND WASHER, TYP AT ALL BEAM TO POST CONNECTIONS • SEE "BEAM TO POST CONNECTION DETAIL" FOR REQ'D BOLTING PATTERN NOD TABLE 4: NAIL SIZE LEGEND NnTFS 1 9 '1 4 8d COMMON DIAMETER 0.131" LENGTct 2%2' 8d RINGSHANK 0.113" STAINLESS CONNECTORS AND 1 Od x 1 %" 0.148" 1 %z" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3%4" 16d SINKER 0.148" 3%4" 16d COMMON 0.162" 3%" TABLE 5: FASTENERS IN PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND I • 2x6 NO. 2 PT FASTENERS REQUIRED. AT 16" G.C. CONNECTORS MUST HAVE ALL OTHER PT Z -MAX, G120 OR TRIPLE ZINC (INCLUDING ACID & MCQ) COATED FINISH. DTT2Z ALL FASTENERS MUST BE HOT / DIPPED GALVANIZED. NOTES 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPL;CATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE 1-0 FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL. FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE CCMPRESSIVE STRENGTH FOR FJOTINGS= 2,500 PSI AT 28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PS! AT 28 DAYS (UNO). 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). 4. ALL REINFORCING STEEL. SHALL HAVE 90 DE(3REE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL REENTRANT CORNERS. 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE: AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH 0 2 INCHES IN LENGTI DOSAGE AMOUNTS SHALL RANGE FROM 0.75TO S.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 6TH EDITION (2017) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, IT IS THE OWNER'S OR CONTRACTOR' RESPONSIBILITY TO CONFIRM THESE ASSUMPT!ONS. 8. CONCRETE FLOOR SLABS ON GRADE SHALL 3E INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 9. STEMWALLS OVER 4 COURSI-S TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION, CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS. 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB INA 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. 11, DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATI( )N PLAN. DO NOT DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION I'; NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. • 30" LONG 2x8 NO. 2 SYP PT BLOCKING BETWE:rI BEAMS AT MAX 48" O.C. • FASTEN /j_L PLYS TOGETHER W/ (2) 5/8" DIA GALVANIZED THROUGH BOLTS W/ NUT A14D WASHER • SEE "BEA"A BOLTING PATTERN DETAIL" FOR REQ'D BOLTING PATTERN 6x6 NO. 2 SYP PT POST, (6) TOTAL /� • 1x4 PURLINS REQ'D AT MIN 2.4" O.C. • FASTEN PURLINS TO FRAMING W/ (3) / 10d • 2 -PLY, 2x8 NO. 2 SYP PT BEAM • FASTEN PLY'S TOGETHER W/ (2) ROW OF 1 O AT 8" O.C. STAGGERED. • 1x4 PURLINS REQ'D AT MIN 24" O.C. • FASTEN PURLINS TO FRAMING W/ (3) / 10d 2 -PLY 2x8 NO. 2 SYP PT BEAM - • 30" LONG '1.X8 NO. 2 SYP PT BLOCKING BETWEEN BEAMS AT MAX 48" O.C. •FASTEN AL i_ PLYS TOGETHER W/ (2) 5/8" DIA GALVANIZED THROUGH BOLTS W/ NUT AND WASHER • SEE "BEANITO BEAM CONNECTION DETAIL" FOR REQ'D BOLTING PATTERN TABLE 7: METAL CONNECTOR SCHEDULE F7USP & SIMPSON CONNEC- ALTERNATIVES Al AT0227 (11)10dx1Y2"IN O SIMPSON I • 2x6 NO. 2 PT % AT 16" G.C. (8)Y4" x 1 Y2' SDS SCREWS • RAFTERS TO 2,3 EACH BEAM E W' H2.5T 2,s DTT2Z EMBED EPDXY OR / 2x6 PT BLK OR RIM SCREW ANCHOR BOARD REQ'D H2.5T/ (18)0.162"x2Y2'IN RT7/ 2,3 2x.6 PT BILK OR RIM 2,3 BOARD REQ'D -7 1 • 2x6 NO. 2 PT AT 16" O.C. IN CONCRETE • RAFTERS TO CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. EACH BEAM r7 W/ H2.5T STUD/BEAMITRUSS i 1 � RT8A 5Y8„ 0 x 6" EMBED ANCHOR �- (5)10dx1Y2"IN IN CONCRETE (5)10dx1'z"IN 6x6 NO. 2 SYP PT POST, (6) TOTAL /� • 1x4 PURLINS REQ'D AT MIN 2.4" O.C. • FASTEN PURLINS TO FRAMING W/ (3) / 10d • 2 -PLY, 2x8 NO. 2 SYP PT BEAM • FASTEN PLY'S TOGETHER W/ (2) ROW OF 1 O AT 8" O.C. STAGGERED. • 1x4 PURLINS REQ'D AT MIN 24" O.C. • FASTEN PURLINS TO FRAMING W/ (3) / 10d 2 -PLY 2x8 NO. 2 SYP PT BEAM - • 30" LONG '1.X8 NO. 2 SYP PT BLOCKING BETWEEN BEAMS AT MAX 48" O.C. •FASTEN AL i_ PLYS TOGETHER W/ (2) 5/8" DIA GALVANIZED THROUGH BOLTS W/ NUT AND WASHER • SEE "BEANITO BEAM CONNECTION DETAIL" FOR REQ'D BOLTING PATTERN TABLE 7: METAL CONNECTOR SCHEDULE F7USP & SIMPSON CONNEC- ALTERNATIVES Al AT0227 (11)10dx1Y2"IN O SIMPSON SIMPSON FASTENERS USP HTS20 (8)Y4" x 1 Y2' SDS SCREWS HTW20 2,3 IN STUD Y2" 0 x 4 Y2, 2,s DTT2Z EMBED EPDXY OR DTB-TZ (5) 8d x 1Y2" IN SCREW ANCHOR (5) 8d x1 Y2" IN H2.5T/ (18)0.162"x2Y2'IN RT7/ 2,3 STUD/BEAM/TRUSS 2,3 HTT41 5/" 0 x 6" EMBED ANCHOR HTT45 PLATE IN CONCRETE PLATE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. (26) 0.162" x 2 %" IN r7 1. 2,3 HTT5 STUD/BEAMITRUSS 12,3 HTT45 RT8A 5Y8„ 0 x 6" EMBED ANCHOR �- (5)10dx1Y2"IN IN CONCRETE (5)10dx1'z"IN O (20) Y4" x 3" SDS SCREWS SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED, TOP PLATE IN STUD GROUP (9) 10d x1 Y2" IN HDQ8-SDS3 (8) 8d x1 Y2' IN PHD8 STUD s 0 x 12" EMBED ANCHOR STUD TSP IN CONCRETE LFTA6 (8) 8d x 1 %" IN (38) 16d SINKERS INTO PLATE STHD14 STUDS STAD14 (6) 10d COMMON WET EMBED IN (6) 10d x 1 Y2" IN INSTALLED THROUGH POST; ONE CONCRETE TOP PLATE (10) 10d x 1 Y2" NAILS IN (8) 10d COMMON 2 STUD 2 LTT20B Y2" 0 x6" EMBED EPDXY LTS19 OR SCREW ANCHOR I_ (28) 16d SINKER IN (12) 16d COMMON NAILS 1 ABU44 e/" 0 x 7" EMBED EPDXY PAU44 (12) SDS Y4" x 2 2" (12) 16d COMMON NAILS (12) WS25 Y4" x 2 z' ABU66 %, 0 x 7" EMBED EPDXY PAU661 IN TRUSS (12" EMBED AT GARAGE DOOR RETURNS) 0 48, (14) 16d COMMON IN 18 HU HEADER H F, HU28-2, (6) 10d COMMON IN BEAM HD28-2, HUC28-2 HD28-21F HU410, (18) 16d COMMON IN HD410, HUC410, HEADER HD4101F, HU210-2, (10) 10d COMMON IN HD210-2, HUC210-2 BEAM HD210-21F (4) Y4" x 1 Y2" SDS SCREWS F -- IN TRUSS/RAFTER HGAIOKT (4) Y4" x 3" SDS SCREWS IN HGA10 TOP PLATE L0 It TITEN HD DIA. & EMBED SPECIFIED WEDGE w w Q W L ON PLAN BOLT+ [ORS IN CORRESPONDING ROWS BELOW ARE EQUAL JD MAY BE CONSIDERED INTERCHANGEABLE USP FASTENER SIMPSON SIMPSONFASTENERS USP USP FASTENERS _ FASTENERS (8) %4" x 1%" WS15-GC WOOD SCREWS IN STUD %" 0 x 4X2" EMBED EPDXY OR SCREW ANCHOR (18) 0.162" x 2 Y2" IN STUD/BEAM/TRUSS %" 0 x 6" EMBED ANCHOR IN CONCRETE (26) 0.162" x 2 Y2' IN STUD/BEAM/TRUSS %" 0 x 6" EMBED ANCHOR IN CONCRETE (24) 3" WS IN STUD GROUP " 0 x 12" EMBED ANCHOR IN CONCRETE (38) 16d SINKERS INTO STUDS WET EMBED IN CONCRETE _ (10) 16d COMMON NAILS IN STUD Y2" 0 x6" EMBED EPDXY OR SCREW ANCHOR k1 2) 16d COMMON NAILS %" 0 x 7" EMBED EPDXY (12) 16d COMMON NAILS /" 0 x 7" EMBED EPDXY X12" EMBED AT GARAGE DOOR RETURNS) (14) 16d COMMON IN HEADER (6) 10d COMMON IN BEAM (18) 16d COMMON IN HEADER (10) 10d COMMON IN BEAM (4))/4" x 1%" WS15 SCREWS IN TRUSS/ RAFTER (4) Y4" x 3" WS3 SCREWS IN TOP PLATE I)IA. & EMBED SPECIFIED ON PLAN (9) 10d COMMON (9) 1 O COMMON CS18 EACH END OF CS20 EACH END OF STRAP STRAP MTS12 ( (7) 1 O x 1 Y2" MTW12 (7) 10d x 1 Y2' EACH END EACH END MSTA24 (9) 10d COMMON I MSTA24 (9) 10d COMMON EACH END EACH END MSTA36 (13) 1 O COMMON I MSTA36 I (13) 10d COMMON EACH END EACH END SDWC14500, SDWC15600 I NO USP EQUIVALENT NOTES: 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CON NEC; i ORS ANCHORED IN CMU TO BE 12 -INCHES. OPTIONAL SIMPSON Y2"x12" TITEN HD OR USP WEDGE BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR IN TO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 Y2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS18, AND MSTA FLAT STRAPS. ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SI ECIFIED ON PLAN 1. ROOF DECKING MATERIAL: • ROOF DECKING TO BE PROVIDED BY OTHERS. • INSTALL PER MANUFACTURERS SPECIFICATIONS. 0 i0 C? 0 rn SHEET INDEX ST -1 ...................... STRUCTURAL SPECIFICATIONS, FOUNDATION, AND ROOF STRUCTURAL PLANS ST -2 ...................... SECTIONS AND DETAILS i r^r-�rain OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL EOR ENGINEER OF RECORD EV" EACH WAY (11)10dx%"IN AT0227 (11)10dx1Y2"IN O TRUSS/RAFTER WSP WOOD STRUCTURAL PANEL TRUSS/RAFTER HTS20 (11) 10d x 1%" IN HTW20 (11) 1 O x 1Y2" IN SPF SPRUCE -PINE -FUR STUD 405 Royal Pled STUD (5) 8d x 1Y2" IN O.C. ON CENTER (5) 8d x1 Y2" IN H2.5T/ TRUSS RT7/ TRUSS HA8 (5) 8d x 1%" IN TOP RT7AT (5) 8d x 1 %" IN TOP z PLATE PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2" WIDE, UNO. PLATE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. (5) 10d x1 Y2" IN r7 (5) 10d x1 Y" IN H8 TRUSS RT8A TRUSS �- (5)10dx1Y2"IN n {�J (5)10dx1'z"IN O TOP PLATE SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED, TOP PLATE ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN (9) 10d x1 Y2" IN (8) 8d x1 Y2' IN z STUD MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE STUD TSP (6) 10d x 1 z" IN LFTA6 (8) 8d x 1 %" IN 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY PLATE • (2) #4 OR #5x12" LONG EW DRILLED AND PLATE (6) 10d COMMON 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN (6) 10d x 1 Y2" IN INSTALLED THROUGH POST; ONE IN TOP PLATE TOP PLATE DSP (8) 10d COMMON RSPT6-2 (8) 1 Od x 1 Y2" IN STUD/HEADER JOB NO STUD/HEADER (26) 16d SINKER IN I_ (28) 16d SINKER IN WALL FRAMING WALL FRAMING LGT3 (12) SDS Y4" x 2 2" LUGT3 (12) WS25 Y4" x 2 z' IN TRUSS IN TRUSS SDWC14500, SDWC15600 I NO USP EQUIVALENT NOTES: 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CON NEC; i ORS ANCHORED IN CMU TO BE 12 -INCHES. OPTIONAL SIMPSON Y2"x12" TITEN HD OR USP WEDGE BOLT+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR IN TO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 5. POSITIVE PLACEMENT GUN NAILS, 2 Y2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST BASE ANCHORS, CS18, AND MSTA FLAT STRAPS. ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SI ECIFIED ON PLAN 1. ROOF DECKING MATERIAL: • ROOF DECKING TO BE PROVIDED BY OTHERS. • INSTALL PER MANUFACTURERS SPECIFICATIONS. 0 i0 C? 0 rn SHEET INDEX ST -1 ...................... STRUCTURAL SPECIFICATIONS, FOUNDATION, AND ROOF STRUCTURAL PLANS ST -2 ...................... SECTIONS AND DETAILS i r^r-�rain OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL ALTERNATIVE FOR THE APPLICATION SHOWN LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL EOR ENGINEER OF RECORD EV" EACH WAY p AT0227 OSB ORIENTED STRAND BOARD O _ WSP WOOD STRUCTURAL PANEL U? SUBDIVISION: SYP SOUTHERN YELLOW PINE EDITION (2014) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL SPF SPRUCE -PINE -FUR N CO 405 Royal Pled CONT CONTINUOUS O.C. ON CENTER 0 ° H 3 ro a w Q ❑ m � U U LSL 1.55E TIMBERSTRAND LSL F,NGINEERED LUMBER, 1 3/4" WIDE, UNO. 11'-0" (3 1/2" WIDE LSL BEANIE ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR NO.: LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE z -- PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2" WIDE, UNO. N CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. SYS 42 PROPERLY RATED OPEN VNEB HEADER r7 O FLOOR PLAN: _i C) FRAMING NOTES �- S'�-e �1 J II I n {�J W O 1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL. BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED, ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF (TYPICALLY,;" TO r' GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY z MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. co 0' 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY • (2) #4 OR #5x12" LONG EW DRILLED AND SYSTEMS ARE THE RESDONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN INSTALLED THROUGH POST; ONE FLORIDA BUILDING CODE TABLE 2304.9.1. 4. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. 0 DOWEL PER FACE OF POST � JOB NO W I_ CO H 0 Y fY z O F -- W L0 It xo z 2a h w w Q W L 7 N❑ D Q Z FZU L0 N❑❑? 17DWUMI Jrao Zw°='mJZ?❑ ® 4� w w 0 M Z 4❑ U, LL WW O z �WwwLL �❑mIL ❑iwZr❑ z�F oLU co < a D Q 0 In i w W N F W w w z I Q° a H Z V Q�ZFzwLLZL�X0Lp❑ ❑w ��}Q� GwUjIL ZLjOw ZU7CQ L.I. C7QlyL3 Z a x W❑❑ t ❑- I y❑ Z LLI Z iz0wx-z4QwU7-IL U_ waQffw F -0U711 .wLJ_ (D w wacrZ F -Z19. Z I> z< Z a U❑ U a w j �ot1Z}wNwa��ZZI_ GENERAL FOUNDATION NOTES w W w°� m Z a a_ W Q 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE Q W = Q z > z I Q w z s C E Q F IZ-F-27ZwG F z • 6x6 NO. 2 SYP PT POST EMBEDDED IN 12"SQx36" DEEP CONCRETE FOOTER, (4) w RTD/DBM PAVERS BY TOTAL BUILDER_ • POST AND FOOTER TO BE EMBEDDED H REVIEWED: MIN 36" IN SOIL • (2) #4 OR #5x12." LONG EW DRILLED AND � DBM INSTALLED THROUGH POST; ONE jjj DOWEL PER FACE OF POST 1 � REVISIONS DATE REMOVE SHED 01-08-18 m 0 W C®MMUNII"Y pEVE z LOPMtNl 0 Wr o CL O ��� ® Q z 07 EXO • 6x6 NO. 2 SYP PT POST EMBEDDED iN F- TRUCT L ENGINEERING 12"SQx36" DEEP CONCRETE FOOTER., (4) I - TGTAIL • POST AND FOOTER TO BE EMBEDDED MIN 36" IN SOIL Q �� ��G�;,. ..• L°�',r� 1 s3 • (2) #4 OR #5x12" LONG EW DRILLED AND INSTALLED THROUGH POST, ONE DOWEL PER FACE OF POST 1/411 = 1'0"_ I FOUNDATION PLAN 1/411= 1'0" METAL CONNECTOR ENGINEERING No 71457 ^' O O = •� z : �. S E OF 7� z ©••. ' 4Q Lli X W IL Derek B. Murray,.E. Q y' P.E. No. 71457 10-18-2017 ! 11' 6" AT0227 A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH _ H Z U Q 1 , Er ❑ I w o z Q SUBDIVISION: EDITION (2014) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL 0_ ❑ w Q I_ _j F_ I ❑ z 405 Royal Pled 0'-3" 0'-3" AND COHESLdE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF O ° H 3 ro a w Q ❑ m � U U 11'-0" MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR NO.: z -- • 6x6 NO. 2 SYP PT POST EMBEDDED IN CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. z SHEET NO.: O FLOOR PLAN: 12"SQx36" DEEP CONCRETE FOOTER, (4) 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT ® S'�-e �1 J II I n {�J O TOTAL SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED, • POST AND FOOTER TO BE EMBEDDED MIN 36" IN SOIL 3. SEE TYP WA L SECTION FOR FOUNDATION SECTION, SHEET ST -3. 0' STRUCTURAL • (2) #4 OR #5x12" LONG EW DRILLED AND PLANS &SPECS INSTALLED THROUGH POST; ONE DOWEL PER FACE OF POST � JOB NO z • 6x6 NO. 2 SYP PT POST EMBEDDED IN 12"SQx36" DEEP CONCRETE FOOTER, (4) w RTD/DBM PAVERS BY TOTAL BUILDER_ • POST AND FOOTER TO BE EMBEDDED H REVIEWED: MIN 36" IN SOIL • (2) #4 OR #5x12." LONG EW DRILLED AND � DBM INSTALLED THROUGH POST; ONE jjj DOWEL PER FACE OF POST 1 � REVISIONS DATE REMOVE SHED 01-08-18 m 0 W C®MMUNII"Y pEVE z LOPMtNl 0 Wr o CL O ��� ® Q z 07 EXO • 6x6 NO. 2 SYP PT POST EMBEDDED iN F- TRUCT L ENGINEERING 12"SQx36" DEEP CONCRETE FOOTER., (4) I - TGTAIL • POST AND FOOTER TO BE EMBEDDED MIN 36" IN SOIL Q �� ��G�;,. ..• L°�',r� 1 s3 • (2) #4 OR #5x12" LONG EW DRILLED AND INSTALLED THROUGH POST, ONE DOWEL PER FACE OF POST 1/411 = 1'0"_ I FOUNDATION PLAN 1/411= 1'0" METAL CONNECTOR ENGINEERING No 71457 ^' O O = •� z : �. S E OF 7� z ©••. ' 4Q Lli X W IL Derek B. Murray,.E. Q y' P.E. No. 71457 10-18-2017 AT0227 SUBDIVISION: 0 405 Royal Pled LL QLOT U NO.: z -- (- O FLOOR PLAN: 0 Car Port O DESK NED z • 6x6 NO. 2 SYP PT POST EMBEDDED IN 12"SQx36" DEEP CONCRETE FOOTER, (4) w RTD/DBM PAVERS BY TOTAL BUILDER_ • POST AND FOOTER TO BE EMBEDDED H REVIEWED: MIN 36" IN SOIL • (2) #4 OR #5x12." LONG EW DRILLED AND � DBM INSTALLED THROUGH POST; ONE jjj DOWEL PER FACE OF POST 1 � REVISIONS DATE REMOVE SHED 01-08-18 m 0 W C®MMUNII"Y pEVE z LOPMtNl 0 Wr o CL O ��� ® Q z 07 EXO • 6x6 NO. 2 SYP PT POST EMBEDDED iN F- TRUCT L ENGINEERING 12"SQx36" DEEP CONCRETE FOOTER., (4) I - TGTAIL • POST AND FOOTER TO BE EMBEDDED MIN 36" IN SOIL Q �� ��G�;,. ..• L°�',r� 1 s3 • (2) #4 OR #5x12" LONG EW DRILLED AND INSTALLED THROUGH POST, ONE DOWEL PER FACE OF POST 1/411 = 1'0"_ I FOUNDATION PLAN 1/411= 1'0" METAL CONNECTOR ENGINEERING No 71457 ^' O O = •� z : �. S E OF 7� z ©••. ' 4Q Lli X W IL Derek B. Murray,.E. Q y' P.E. No. 71457 10-18-2017 ONDURA ROOFING MATERIAL, INS -ALLED PER MANUFACTURERS SPECIFICATIONS ROOF FRAMING PER PLAN 1x4 PURLIN AT MIN 24" O.C. 3" I 5/8" DIA GALVANIZED THROUGH I v BOLTS, W/ NUT AND WASHER \ I 30" BLOCKING BETWEEN BEAMS \- BEAM BEAM TO BEAM CONNECTION DETAIL OND JRA ROOFInIL; AAATFRiAI IKIQ-rAi l PER MANUFACT ROOF FRAMING R PLAN BEAM TO POST CONNECTION DETAIL J MIN 24" O.C. 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Murray, P.E. d P.E. No. 71457 10-18-2017