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593 TIMBER BRIDGE LN 2015 NEW HOME PLANS U) c 0 a 1 0 0 PLANT KED TREES/PALMS Size Qtu I.D. Common Name Botanical Name Specs Spacing 21/2" Cal i IA East Palatka Holly Ilex x attenuata'East Palatka' 0-10'ht/3-4'sp As shown 1 21/2" Cal 1 INS Nellie Stevens Holly Ilex "Nellie Stevens" 54o'ht/3-4'sp As shown M--1 2/2 11 Cal i LFT Ligustrum Patio Tree Ligustrum japonicum Tree form As shown MG 21/2" Cal I LI Crape Myrtle Lagerstroemina indica Multi Trunk As shown INS — — — — — — — — — 1 4" Cal I MG Southern Magnolia Magnolia grandifolia 12'-14' ht. As shown — — MU IA MU _ ( Q ' 12 1 15 SHRUBS p.., 3 Gal 18 IC Compacta Holly, Ilex crenata 'compacta' 18II x 24 3' O.C. RE 3 Gal 12 LJ Ligustrum Hedge Ligustrum japonicum 20" x 24" 3' O.C. Ct + .8 PEJ X X 6 3 Coal 10 PF Faspalum Paspalum floridanum 18" x 18" 3' O.C. v Cn + 10 X 11,1 3 Gal S PT Pittosporum Pittosporum tobira 20" x 24" 3' O.C. v X X X 3 Gal 29 RE Dwarf Azalea lea Rhododendron encore 'red/pink' 18" x 18" 3' O.C. ct • ct RE I Z 3 Coal 10 RI Indian Hawthorne Raphiolepis indica 20" x 24" 3' O..C. Ei + 15 I 3 Gal 11 SB Spartina Spartina bakerii 20" x 24" 3' O.G. + 3 Gal 15 VO Walter's Viburnum Vibirnum obovatum 20" x 24" 3' O.C. ---1 RE M ! t 8 .. AC .t1r GROUNDCOVERS • v �"'� v 1 Coal 11 ACS Agapanthus Agapanthaceae S" x 12" 18" O.C. H� •� 1 Gal 12 RSJ Creeping Juniper Juniperus 'blue shore' 8" x 8" 12" O.C. 0 10 1 Gaal 10 DI ,African Iris Dietes iridioides 8" x 12" 24" O.0Ct . 1 Gal 10 DT Flax Lily Dianella tasmanica 'Variegata' all x 12" 18" O.C. H S" S" SB IG / 1 Gal 10 HT' Hydrangea,- ydran gea s p. x 12 8 1 Coal 2-1 MU I Muhly ,,,&' ss Muhlenberg is cap illeris 24"x36" 2' O.C. 1J_l .� m 1 Gal 14 ZF Cardboard Plant Zamia furfuracea SII x SII II 12 O.G. Ca SOD Mulch IC 10 LJ ( Bermuda - all disturbed lawn areas Pine Straw D I 12 10 Front Yard A -� A f A SB BSJ 1 Tree for every 1505F LI DT A A A 001A VO 10 12 890/-150 = 1 tree required 10 15 + + + + + + + + [ 5051- shall be hardwood - (1) Ma nolia 10 + + . } + + + + g �,roviclecl �...� ' + ' + + } + ' remainder Accent tree (l) East Palatka Holly provided • ZF ZF ++++++++'++++++++ LFT 6 g ++ + + ++++++++ + + 2 trees provided — — — — — 1 — — — — — — — — 6051 Max Front Pard Turf O 890 SF x .60= 534 SF of turf max W 530 SF turf provided 00 Lr� Side/Rear Pard l 2,612 SF v 10% Max Turf 2,612 SF x .10= 1,828 SF of turf max F--� 1,601 SF turf provided B o � UPL IGHT x Drawn AJI Date II-26-13 Scale =I -011 Project 15103 NORTH Sheet COPY F11 7 Ls-1 Of TWO PLANTING G NOTS E C I. The landscape contractor if responsible for verifying the project site and all of the quantities indicated on these plans before ° bidding this Job. 2. Plant materials should be Florida Grade "1 or better that has been nursery grown. Refer to Florida Grades and Standards handbook 0 3. All plants shall be in good health, vigorous, evenly branched and thickly foliated when in leaf. All plants shall be free of disease, o insects (including eggs and larvae), as well as have a healthy developed root system. They should also be free of physical damage nE or adverse conditions that would prevent thriving growth. 4. All plants will be container grown or 548 indicated in the plant list. wt o � `V 5. Plants shall conform to the specifications on the plant list. FORM SAUCER WITH 0 3" CONTINUOUS RIM woo° 3" MULCH 6. There will be no substitute of plant materials unless authorized !'q the Landscape Architect in writing. If proof is submitted that any 41 plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with the o _ _ 'lilllllllllllllllllll Illllllu .. .. nn Illll�lillllilllllllllllllll' --_ corresponding adjustment of contract price. - III-III- I= --_i-i 1. Plant material locations and bed outlines shall be staked or flagged on site by the contractor and shall be adjusted if required to SPECIFIED PLANTING (_ _ __- fit actual as-built conditions on site and approved by the owner or owners representative. MIX. WATER & TAMPTO REMOVE AIR - = 11= ( I I=- 8. All proposed tree planting locations shall be staked or flaggedi before installation by the landscape contractor and approved by POCKETS _ _) I I=I I the owner or owners representative. EXISTING -III I I �_� 9. The contractor shall excavate plant pits, according to the drawings, unless otherwise directed. TREE TO BE 10. All container grown rootballs shall be careful) scoured before setting in plant its. PRESERVED g y g p p r� SHRUBP 11. All backfill around plant materials shall be worked firmly, tamped and watered in under and around the rootball to fill all voids. Q� SCALE: NOT TO SCALE 12. Landscape contractor shall bear final responsibllltg responsibilityfor proper surface drainage of planted areas. Ang discrepancycliscrepancg in the drawings,- / BARRICADE TO obstruction on the site, or prior to work done by any other party, which the contractor feels precludes establishing proper drainage FOLLOW TREE shall be brought to the attention of the Landscape Architect for correction or relief of said responsibility. DRIPLINE 13. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. DO NOT STORE \ 14. After all plant material in a bed area has been installed and approved, the areas between plants shall be raked to an even rade to MATERIALS IN I # 5 REBAR conform to remulchin finish grades. All planting beds and plant saucers shall then be uniform) covered with a minimum three Inch lager � THIS AREA p g p y y . POST (TYP.) of specified mulch. 6' MIN. NOT " UNDISTURBED 4' SAFETY 15. All planting bed areas with acceptable topsoil shall be top dressed with 509, organic 6-6-6 commercial fertilizer at a rate of nine EXISTING 8' MAX ORANGE STAKE TO FIRST BRANCHES pounds per 1000 square feet and tilled to a minimum depth of three inches. Ct GRADE BETWEEN POSTS COPOLYMER AS NECESSARY FOR , BARRIER FIRM SUPPORT 16. Plant material backfill mixture shall be thoroughly mixed in the following preparations: 5090 existing clean topsoil 50r, soil mix: FENCING W/ 1/3 peat, 1/3 topsoil, 1/3 composted cow manure WIRE SHALL NOT TOUCH O \ t WIRE TIES 11. The landsca a contractor is res onsible for all fine radia re aration for lantin Z 1 \_ f;�\; ��', OR RUB ADJACENT p p g 9 p I� p g � I ' �' � �\ � TO POST TRUNKS OR BRANCHESct 3/ 2" X 2" HARDWOOD STAKES 18. Rough grades will be established by the owners general contractor at approximately 3 inches below curbs, sidewalks hardscape _ e1i � all, DRIVEN FIRMLY A MINIMUM OF amenities, mowing strips and abutments. ct ^ v 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 19. Contractor shall coordinate construction of planting areas with installation of irrigation system or hose bibs, whichever is specified. (� 2 STRAND 12 GAUGE GALV. 20. Uhere seeding may be required on the plans, germination rate shall be the maximum percentage required for the variety specified at U � Ct WIRE TWISTED AND ENCASED the rate of application specified. . ',..� IN RUBBER HOSE 6 9" �...� 4 3" MULCH FROM TOP OF STAKE 21. Sod areas shall be specified sod. Grass for sodding shall be freshly cut in squares one foot wide by two feet long. Sod shall be NOTE: AN AREA WITHIN THE DRIPLINE OF THE TREE OR TREES AT LEAST ONE FOOT 2 WIRE SUPPORTS SHALL BE healthy, free of insect, in naturally flourishing conditions. Dry,brown,and unfresh sod will be rejected. ll IN DIAMETER FOR EACH INCH OF TRUNK DIAMETER SHALL BE PRESERVED IN ITS FORM SAUCER WITH USED ON MAIN STRUCTURAL ct F--i NATURAL STATE OR COVERED WITH PERVIOUS LANDSCAPE MATERIAL; PROVIDED, 3" CONTINUOUS RIM BRANCHES 22. Sod shall be laid end-to-end and side-to-aide in..a stadgereo line to form a uniform layer. All uneven edges shall be squarely -''llllllllll IIIIII �' trimmed to allow close and firm fittin if each iece. HOWEVER, THAT THE MINIMUM AREA PRESERVED SHALL BE AT LEAST ONE_ HUNDRED - I i purl" """'lllllii��llllllll IIIIII g p FIFTY SQUARE FEET FOR SHADE TREES AND AT LEAST TWENTY FIVE SQUARE FEET FOR ALL OTHER TREES. SUCH AREA SHALL BE MAINTAINED AT ITS ORIGINAL GRADE ___ _=it i 23. After sodding is completed the entire sod areas shall b_e wat red by hand or irrigation system each day for two weeks. Sodded WITH NO TRENCHING OR CUTTING OF ANY ROOTS AND THERE SHALL BE NO STORAGE I _ _= areas shall then be top dressed with a commercial fertilizer as directed herein at eh rate of 12 pounds per1000 square feet of area OF FILL, COMPACTION OF SOIL OR ANY CONCRETE, PAINT, CHEMICALS, OR OTHER SPECIFIED PLANTING MIX - _ =I - in an evenly broad case pattern. FOREIGN SUBSTANCE IN OR ON THE SOIL. WATER & TAMP TO REMOVE AIR POCKETS = 24. The landscape contractor is responsible for fully maintaining all plant material on site during and before planting, until the work is ! _ -!I i accepted by the landscape designer and/or owner. TREE PROTECTION BARRICADE p g - -III-III-I 25. All plants shall be guaranteed by the landscape contractor to be healthy plants and in flourishing condition for ninety (90) days from SCALE: NOT To SCALE final inspection and acceptance. All trees shall be guarantee an additional one-year from final inspection and acceptance. 2 X ALL DIA. 26. The Landscape Architect, owner, or owners representative shall °ave the right to reject any and all work which in his opinion does not meet with the requirements of the specifications at any stage of the project operation. 27. In general, the work shall proceed as rapidly as the site becomes available. Keep all areas of work clean, neat, and orderly at all SINGLE-TRUNK TREE STAKING BRACE times. SET PALM TREE PLUMP IN PLANTING PIT. BRACE PRUNE AND TIE FRONDS WITH HEMP TWINE. SCALE: NOT TO SCALE 28. There will be special care to all existing trees to be retained o site to avoid construction damage. STAKE REMOVE ANY BROKEN OR DAMAGED T� O BRANCHES. 29. If an automatic irrigation system is to be provided in lieu of hose bibs as shown on the plan, s shop drawing of the layout and hose V1 bibs must be submitted to the governmental agency, for review and approval, prior to the installation. 00 TWO LAYERS OF BURLAP TO PROTECT ^ M 120' TRUNK AS SPECIFIED. NOTE. 30. Irrigation system shall be fully automatic, providing 10091,, coverage to all planting areas, with all pop up heads in lawn area. PLAN TWO GALV. STEEL BANDS TO SECURE STAKE TO FIRST BRANCHES 31. Irrigation station shall be set where there will be no mixing of shrub and lawn areas, fixed spray heads with gear driven heads or � � N.T.S. BATTENS AS SPECIFIED. AS NECESSARY FOR impacts. Shrub risers shall be minimum 2.5' from EOP and all heads minimum 1' from building.NOTE.- FIRMFOUR 2" x 6" x 12" P.T. WOOD;,BATTENS AS SUPPORT 7t SPECIFIED. 32. A double check backflow prevention (or approved equal)± equal to a DCA-100± to be mounted in a rectangular valve box (12 x 1. SEE PLANS AND WIRE SHALL NOT TOUCH 10"0) on the service side of the meter and immediately adjacent to the water meter. M--� SPECS. FOR PALMS OR RUB ADJACENT WITH BOOTS TO 3 - 2" x 4" x 8' P.T. WOOD Bf�ACES AS TRUNKS OR BRANCHES 33. ,After the landscape Ian is approved b the governmental a e c an subsequent changes must be resubmitted for review and REMAIN ON TRUNK. SPECIFIED. CUT TO FIT WOOD BATTENS AND 2" X 2" HARDWOOD STAKES approval. p p pp y g g ` y y q g STAKES. DRILL OR NAIL TO STADES AND DRIVEN FIRMLY A MINIMUM OF 2. FINAL TREE BATTENS. DO NOT NAIL BATTENS TO TRUNK. STAKING DETAILS AND 18" INTO THE SUBGRADE 34. Shade trees shall be planted minimum of 4' from EOP and 15' from ONE. PLACEMENT TO BE PRIOR TO BACKFILLING APPROVED BY LANDSCAPE REMOVE BURLAP FROM UPPER 1/3 ARCHITECT. of ROOTBALL. i 2 STRAND 12 GAUGE GALV. 3. CONTRACTOR 3" MULCH LAYER 1 WIRE TWISTED AND ENCASED SHALL ASSUREIN RUBBER HOSE 6 - 9 RELOCATION OF ALL = 3" MULCH FROM TOP OF STAKE PLANTING PITS PRIOR M w WATERRARY SOIL BERMTO HOLD 2 WIRE SUPPORTS SHALL BE TO INSTALLATION. C-4 FORM SAUCER WITH I ,w 2"x4" x 3' LONG P.T. WOOD ANCHOR 3" CONTINUOUS RIM USED ON MAIN STRUCTURAL Drawn AJI BRANCHES Date M � STAKES AS SPECIFIED. `-' - II p(u)ll"' ""' IIIIIIIIIIII I I I-III- I fI-� 3-9-15 =''' IIIIIIIIIIIIIIIIII I' " - _ Scale 1._ 12" MIN. FINISH GRADE. Project 15103 SPECIFIED PLANTING MIX I :.. aliy11111- '' i[ I WATER & TAMP TO REMOVE AIR POCKETS l lF r CLEAN COARSE SAND BACKFILL 'I ll AS SPECIFIED A , �T� ill( Il��..I� IS E1� fl =III=1 I � I `NEE Ill �� 11 I „�i= �� I� � 3 � I� a'€' IIS' UNDISTURBER SUBGRADE. SII=� II al,` I � III ?x11 lII ;s. �I€ _1 11 FE'_ ll 2 X BALL DIA. -� SET ROOTBALL ON UNDISTURBED SUBGRADE. TYP . PALM TREE PLANTING _ NORTH MULTI TRUNK T EE STAKING SCALE: NOT TO SCALE SCALE: NOT TO SCALE Sheet 3 LS Of TWO LEGEND NOTE5 I.D. DESCRIPTION SPECIFICATION Irrigation Contractor shall be responsible for M❑ WATER SOURCE 3/4" Reuse Meter all applicable fees and permits. SALLVALV PVC7W/ urple valve ox - - - - - - - - ®® ®_ _ _ - - - _ _ ® _ -_- - - - - - - - _- -_- - - - - - - - _ _ _ �a ] MAINLINE 1" Purple PR-160 PVC Irrigation Contractor shall comply with all state and local 1 �? _ 3,4�� -- „ 3/ „ SLEEVING Schedule 40 PVC (sized as shown) codes and shall clarify any discrepancies on the plan 1" I 1 1.. 4 0 Q CONTROLLER Hunter SRC-600 prior to bidding. 3, 3, 11- - 3/4" U) Q RAIN SENSOR Hunter Mini-Clik 4 a) 2® SOLENOID VALVE Hunter PCV-101-1=5-RW All Pipe and Wire under paving shall be placed in 3, �� 3/4„ 1„ 3,4.. Schedule 40 P.V.C. Sleeves for the full pavement 4 3,4.. SPRINKIER LIST coverage length and shall be at least 18" below grade. 3�4" I I.D. MANUFACTURER SPECIFICATION P.S.I. G.P.M. 3 Mainlines shall be buried to provide a minimum cover of 12", � © Hunter prs30-06/C5-515 30 .65 while all Lateral lines shall have a minimum of S". F e Hunter prs30-06/55-530 30 1.3 ® Hunter prs30-12/C6-515 30 .65 3 ® Hunter pra30-12/55-530 30 1.3 The Contractor should take care to reroute piping /4 { c9 Hunter prs30-06/SQ 30 .24 as necessary to avoid plant or tree roots. E 41 e Hunter prs30-06/5T 30 .32 3/ 11 o e Hunter prs30-06/0H 30 .41 All Piping downstream of Solenoid Valve to be purple PR-160 P.V.C. 0 Hunter prs30-12/SQ 30 .24ri 3, �� 3,4 6 Hunter prs30-12/0T 30 .32 4 , �� 0 Hunter prs30-12/5H 30 .4� All Control Wiring to be 16/1 U.F. direct burial. 3/4" O Hunter prs30-06/12Q 30 .61 O Hunter prs30-06/12T 30 .89 Mainline, Valves, etc, may be shown out of position for d Hunter P30-06/12F 30-06/1214 30 1.3 graphic clarity. Drawing is diagrammatic only. Hunter 30 2.1 © Hunter prs30-12/12Q 30 61 All S rinklers shall be site adjusted prevent water p � to p ® Hunter PC5-10 30 1.0 overthrow onto building surfaces, roadways, and walkways. I CCS E All Sprinklers shall be a minimum of l8" from any building. 1.. 3,4 WATERING SCHEDULE Shrub body sprinklers may be substituted for Hi-Pops 1 USE ZONE PCXR START MINUTES DAPS/WK. C.P.M. PREC. RT. against building(s) at owners discretion. 0 Medium 1 A Sam lam 9 MAF 12.10 1.60 2 9 11.65 " / g „ � 3,4u � 1 O CC3 Contractor shall verify with owners representative all /4 3,4 3 9 13.65 controller programming, including monthly adjustments, 1 P-+ _ Low 4 _6 13.52 _ " - prior to final inspection. - - - - - - - - 5 6 14.60 - - - - - - - PROGRAM MONTHLY ADJUSTMENTS PER SJRWMD LAWN AND LANDSCAPE IRRIGATION RULE: U . Jan 3451. Feb 4051. Mar 6451. A r 5151. Irrigation of new landscape is allowed at any time of day on � , May 9851. Jun 10051. Jul 98% Aug 93% any day for the initial 30 days and every other day for the ►-+ Sep -1651. Oct 5951. Nov 3851. pec 30% next 30 days for a total of one 60-day period, provided ^ that the irrigation is limited to the minimum amount necessary M AVERAGE DAILY CONSUMPTIVE USE (0" rainfall) for establishment. 282.30 ga I Ions v This Plan was prepared by a Certified Irrigation Designer and • r- 'I"� meets the standards of the Irrigation Association, 1=.B.C. plumbing 4 volume appendix F, 313.228 F.5., and F.A.C. 62-610 part 3. 8" MIN. c RE U5E�5UPPL Y NOTES 4_4 Prior to installation of the reclaimed meter, verify the installation \/\\/\\/� � '� NOTE: INSTALL SPRINKLER of.a It � .A. backflow preventor on the domestic service. ` \\ \jj AT FINISHED GRAD • The irrigation system must be installed before a "reuse" \�� / APPROVED BACKFILL /� /, meter will be installed by JEA. HI-POP SPRAY SPRINKLER 1/2° PVC OR BARBED � MALE ELL ., A minimum separation of three feet (outside to outside) NOTE: CONTRACTOR MAY shall be maintained between reclaimed water lines and INSTALL PIPE TO SIDE either potable water mains or sewage collection lines. OR BOTTOM INLET 1 1/2" FLEX PIPE Q All piping, valves and valve boxes, sprinkler heads and other outlets, shall be color coded using pantone purple 522c. a The owner must maintain the "reuse" irrigation system in good workin �.-. LATERAL TEE A condition and must be adjusted properly to minimize spray onto roads, LATERAL PIPE common sidewalks, gutters, neighboring property, or impervious sur aces U z that allow run-off, to avoid discontinuance of "reuse" service by J_A. i LnLi TYPICAL HI-POP SPRAY SPRINKLER NOT TO SCALE 1 M-y Drawn Ll„1G DURABLE WEATHER RESISTANT 8" MIN. Date PLASTIC VALVE BOX WITH EXTENSIONS IF NECESSARY. g -�1 I--10I' COMMERCIAL CONTROLLER - ProjectScae I 'I= SEE MANUAL FOR WALL MOUNTING _ FINISH GRADE ,� /��// / // /% NOTE: INSTALL SPRINKLER 15103 o INSTRUCTIONS, ALL WIRING TO BE AT FINISHED GRADE o®�o INSTALLED AS PER LOCAL CODES. - INSTALL VALVE BOX 1/2" ABOVE FINISH GRADE IN TURF AND 2" IN SHRUB AREAS. WALL APPROVED BACKFILL (AS REQUIRED) 3M-D5Y WIRE CONNECTORS AND EXPANSION COILS, RAIN SENSOR 10 WRAPS AROUND 1/2" PIPE. I ROTARY SPRINKLER - ELECTRIC SOLENOID CONTROL VALVE. 3/4" PVC STREET ELL NORTH JUNCTION BOX o o . . I . LATERAL PIPING LEAD WIRES TO 3/4" FLEX PIPE o. TO SPRINKLERS. CONTROLLER - Sheet CONDUIT FOR CONTROL AND _ a •:: o. o ° o :a' LATERAL PIPE COMMON UR DIRECT BURIAL 4" PEA GRAVEL BASE NOTE: LATERAL TEE 1 WIRES TO REMOTE CONTROL W/FILTER LINING. INSTALL SENSOR WHERE IT 15 EXPOSED VALVES. EXTEND CONDUIT 6° TO DIRECT SUNLIGHT 4 RAINFALL Of OUT FROM BASE OF WALL. - ISOLATION VALVE. BUT NOT IN PATH OF SPRINKLER LONE i CONDUIT FOR 120 VOLT WIRE FROM POWER SOURCE. qMAINLINE L J TYPICAL WALL MOUNT CONTROLLER TYPICAL SOLENOID VALVE "o, TYPICAL RAIN SENSOR TYPICAL POP UP ROTARY SPRINKLER NOT TO SCALE NOT TO �N SCALE �N w NOT TO SCALE NOT TO SCALE � Uo Z % = VP V LARD amc� GENERAL: WOOD: HOLD LTT2013 TO INSIDE GENERAL DESIGN CRITERIA A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF A. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: FACE OF WALL(EXTERIOR _ HOLD DTT2Z TO INSIDE ENGINEER's SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. 1. RAFTERS/JOISTS - #2 SYP WALLS ONLY) FACE OF WALL(EXTERIOR BUILDING CODE12010 FBC - RESIDENTIAL INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR .ASSOCIATED 2. WALL PLATES - #2 SYP, U.N.O. WALLS ONLY). DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT 3. WALL HEADERS -#2 SYP (10) 16d COMMON THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED 4. WALL STUDS- #2 SPF, U.N.O. (.162) x 3-1/2" NAILS. BELOW. „ (8) 1/4 x1-1/2 SDS WIND DESIGN CRITERIA BALL ENIN G ❑ D WE TRUST B. ENGINEERED WOOD PRODUCTS (EWP) TO BE AS FOLLOWS: 2"x2"x1/8" WASHER. - SCREWS. B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE. a. ALL STRUCTURAL COMPOSITE LUMBER (SCL)TO BE AS FOLLOWS DESIGN GUIDE ASCE 7-10 C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING b. BEAMS b. COLUMNS 3/$" x 6" EMBED 3/8" x 6" EMBED WIND CODE-BUILDING AND SECTION R301 OF THE FLORIDA BUILDING - LSL- 1.55E - LSL- 1.3E EPDXIED ATR. EPDXIED ATR. SPEE D (VoLT) 130 mph CODE-RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR LVL- 2.0E - LVL- ISE WIND SPEED Vaso 101 m h c) THE PROJECTS COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODE PSL- 2,0E PSL- 1.8E/2.OE (PER PLAN) ( ) p C3 LO NOT SPECIFICALLY IDENTIFIED. 5. ALL I-JOISTS TO BE PERFORMANCE RATED I-JOIST(PRI) 40, U.N.O. EXPOSURE CATEGORY C �" i; `0 D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF '�'® 6. ALL EWP TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND LTT20B DTT2Z BUILDING I LDI N G T " � DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY. INSTRUCTIONS. TYPE ENCLOSED E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING BUT NOT C. ALL SHEATHING TO BE AS FOLLOWS: co LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS ANDLOCATIONSPROVIDED WIND-BORNE DEBRIS CLASSIFICATION BUILDING CATEGORY II 1. ALL SHEATHING TO BE APA OR TECO RATED. BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF 2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TOTOPOGRAPHY FLAT ..� INFORMATION PROVIDED BY OR DERIVED FROM OTHER SOURCES. SUPPORTS. 77 HOLD HTT4 TO INSIDE _ ° HOLD HTT5 TO INSIDE 00 F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED 3. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/2x SOLID FACE OF WALL(EXTERIOR FACE OF WALL(EXTERIOR MEAN ROOF HEIGHT < 30� Ij BY COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER MATERIAL. WALLS ONLY). WALLS ONLY). L THROUGH THE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A 4. NOMINAL PANEL THICKNESSES SPECIFIED ON PLAN TO BE AS FOLLOWS: �-- (18) 16d x 2-1/2" - (26) 16d x 2-1/2" DELEGATE ENGINEER LICENSED IN THE STATE OF FLORIDA AND ARE NOT THE SOLID SAWN MEMBER DESIGN CRITERIA � RESPONSIBILITY OF THE ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT a. 7/16 ------ .437 THICKNESS - 24/16 SPAN RATING (.162) x 2-1/2" NAILS. (.162) x 2-1/2" NAILS. 0 - w SPECIFICALLY SPECIFIED 1N THESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF b. 15/32" ------ .469" THICKNESS - 32/16 SPAN RATING z THE ENGINEER OF RECORD. REQUIRED COMPONENTS BELIEVED TO BE c. 19/32" ------ .594" THICKNESS - 40/20 SPAN RATING 5/$ EMBED (6"-MONO. 5/8" EMBED (6"-MONO. USE L.L. D.L. L.L.Q T.L.� Z to ' 10"-STEMWALL) EPDXIED 10"-STEMWALL) EPDXIED NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE d. 23/32 ------ .719 THICKNESS - 48/24 SPAN RATING DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. ROOF (METAL) 20 3 L/240 L/180 l.Ll STRUCTURAL IN NATURE SHOULD BE BROUGHT TO THE ATTENTION OF THIS ATR. ATR. OFFICE OR BE PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN D. REFER TO TRUSS MANUFACTURER's SPECIFICATIONS FOR THE FOLLOWING: w 0 THE STATE OF FLORIDA. 1. INSTALLATION GUIDELINES. FLOOR (ROOMS) 40 15 L/360 L/240 :D G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM 2. TRUSS TO TRUSS CONNECTIONS. FLOOR (DECKS) 4O 15 L/360 L/240- H. MANUFACTURER OR DESIGNER. 3. MULTI-PLY TRUSS CONNECTIONS. HTT4 HTTS C!j THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB 4. TRUSS MEMBER BRACING LOCATIONS AND CONNECTIONS. FLOOR (BALCONIES) 6O 15 L/360 L/240 SITE PRIOR TO COMMENCING WORK. E. ATTACH ALL STUD COLUMNS, JACK TO KING ASSEMBLIES, CORNER POSTS, ATTIC w I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ETC. INCLUDING MULTI-PLY STUD MEMBERS AS FOLLOWS. C CEILING (STORAGE) 20 5 L/360 L/240 t� ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT 1. 2x4 POST- (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF - ATTIC CEILING (NO STORAGE) 1O 5 L/360 L/240 EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. CENTERLINE OF POST. -.-- HOLD HDU8 TO INSIDE HOLD HDQ8 TO INSIDE LO J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE 2. 2x6 POST- (1) ROW OF;10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD FACE OF WALL(EXTERIOR - FACE OF WALL(EXTERIOR WALL (BRITTLE FINISH) L/240 Z 00 tV TYPICAL AND SMALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION EDGE.USS CONNECTIONS. WALLS ONLY). WALLS ONLY). 0 c . ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3. 2x8 POST- (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND (2) WALL (FLEXIBLE FINISH) L/12O m K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION ADDITIONAL ROWS @ $" o/c 1-5/8" OFF STUD EDGE. (20) 1/4" x 2-1/2" Z PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS F. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAILS @ 12" SDS SCREWS. (20) 1/4"x 3" COMPONENT PARTS DURING ERECTION. o/c OR ATTACH GYPSUM TO INTERIOR POST w/MIN 5d NAILS @ 4 o/c. IF SDS SCREWS. TRUSS MEMBER DESIGN CRITERIA L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL MORE THAN 3 PLIES ARE USED, CONNECT EACH OUTER PLY TO SHEATHING AS ""7/g" x 13" EMBED 7/8 x 13EMBED TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE SPECIFIED, L.L. T.L.STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. G. WHERE NOT OTHERWISE SHOWN ON PLANS, ALL ATTACHMENTS SHALL BE AS EPDXIED ATR. EPDXIED ATR. MEMBER L.L° D°L° BRACING SHOWN ON THE STRUCTURAL DRAWINGS IS FOR THE COMPLETED INDICATED IN FBC TABLE 2304.9.1. i Q A 0 STRUCTURE ONLY. H. METAL CONNECTORS TO BE PROVIDED BYSIMPSON STRONG-TIE. REFER TO -----� ROOF TOP CHORD (METAL) 20 3 L 240 L 180 LO 2013-2014 SIMPSON WOOD CONSTRUCTION CONNECTORS CATALOGUE FOR HDU8 HDQ8 / / FOUNDATION: ADDITIONAL INFORMATION. ALTERNATE CONNECTORS WITHEQUIVELANT ROOF BOTTOM CHORD 10a`b 5 L/240 L/180 OR HIGHER LOADS MAY BE USED IN LIEU OF SPECIFIED COMPONENTS. FLOOR TOP CHORD 40 10 L/360 L/240 n �1 A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT I. ALL NAILS SHALL BE "COMMON", U.N,O. NAIL SIZES TO BE AS FOLLOWS: r.1.. STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED a. 8d - .131"x2-1/2" c. 12d - .148"x3-1/4" FLOOR BOTTOM CHORD 0 5 L/360 L/240 ENGINEERING [DESIGN PROCEDURES AND IS BASED ON THE BEST INFORMATION b. 10d - .148"x3" d. 16d - .162"x3-1/2" - -F-- HOLD HDU11 TO INSIDE �1 AVAILABLE AT THE TIME OF COMPLETION. THE DESIGN DOES NOTANTICIPATE FACE OF WALL(EXTERIOR (16) 10d COMMON a. NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE J DIFFERENTIAL MOVEMENT RESULTING FROM SUBSURFACE CONDITIONS SUCH AS WALLS ONLY). _ (.148") x 3" NAILS. LOAD REQUIREMENTS. 0 Cl THE HEAVING {}F EXPANSIVE SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE)WHEN TWO OR n/ ` LL MATTER. SUBSURFACE EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL ° (30) 1/4" x 2-1/2" MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND ENGINEERING IaIRM MAY BE USED AT THE DISCRETION OF THE BUILDING CORROSION/DECAY RESISTANCE. SDS SCREWS. „c ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, OR IY 3 MIN. CONTRACTOR AND/OR LL BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS A. ASTRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE 1" x 15" EMBED GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM f-- OFFICE FOR REVIEW. IN THE ABSENCE OF A GEOTECHNICAL ENGINEERS REPORT, OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET: LUMBER-EXP TO WEATHER OR IN DIRECT GROUND CONTACT EPDXIED ATR. 3/4" x 12" EMBED ,, rrnn THE E.O.R. DOES NOT ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR U Z (DECK/BALCONY BOARDS, JOISTS, POSTS, ETC.) SHALL BE PRESSURE EPDXIED ATR. LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TO THE STRUCTURE. PRESERVATIVE TREATED TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. FRAMED OPENING. 7 B. DESIGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL WITH AN ALLOWABLE SOIL "� THE BOTTOM CHORD PITCH IS < 2/12. Z BORATE-TREATED WOOD SHALL NOT BE USED_AS/FOR STRUCTURAL BEARING CAPACITY OF 2000 psf, ACTIVE EFP = 30 pcf(LEVEL BACK SLOPE). NOTIFY MEMBERS EXPOSED TO WEATHER OR IN D R' a ..- * BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER OF SPC I I ECT GROUND CONTACTuNLE55 HDU11 HGT2 ° (] U THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE _ X3/4 ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED �„� RER/TREATER AS ADEQUATE FOR NON-CONFORMING CONDITIONS ARE FOUND TO EXIST. OVER THE ENTIRE SPAN. THE USE. CALLY RATED BY THE`MANUFACTU C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR I B. ALL INTERIOR WOOD-BASED MEMBERS INDIRECT CONTACT WITH CONCRETE U FOUNDATION AND SLABS SHALL BE 2500 psi @ 28 DAYS. OR MASON R HALL BE PRESSURE PRESERVATIVE TREATED TO RESIST DECAY. D. ADJACENT SURFACES SHALL COMPLY WITH FBC.R401..3 AND R403.1.7. C. AL ETAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN - �- HOLD HDU14 TO INSIDE �f }E_ �BA�EII L AD�A EN, TO F, _OUNDAT[C)N'WALLS SHALL NOT BE PLACED UNTIL THE FACE OF WALL(EXTERIOR (16) 1/4"x3" SDS mm �L CONTACT WITH CORROSIVE MATERIALS (ACQ, CA-B CBA-E ETC.) SHALL BE W WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLO.OR�. � , , ��: SCREWS. 2 W SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE�TO THE'WALL. Z-MAX COATED, HOT DIPPED GALVANIZED STAINLESS STEEL OR OTHERWISE WALLS ONLY). K; EXTREME CARE MUST BE USED THROUGH.OUT.CONSTRUC ON TO PREVENT RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE 3" MIN. m ._.I L� APPLICATION. THE EXTERIOR APPLICATION OF ANY MATERIAL TREATED (36) 1/4" x 2-1/2" MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM WITH A PRESSURE PRESERVATIVE E CONTAINING A MM SDS ONIA`'SHALL REQUIRE SCREWS. R URE COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE TIE-DOWN DESIGN TYPE ❑ �•n Z W SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OF a �-- U THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA 1 x 15 EMBED 5/8" EMBED (6"-MONO. w SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND EPDXIED ATR. 10"-STEMWALL) EPDXIED z O •�- ADEQUATE TEMPORARY BRACING/SHORING, CONTACTTHE ENGINEER OF RECORD CONNECTORS. 9 ATR. ' �� Q •1- FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. \ / 3/8 ALL THREAD ROD SYSTEM F. " FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TOA D. STAINLESS STEEL AND ZINC-PLATED (Z-MAX, HDG, ETC.) FASTENERS AND Y ry-� U o CONNECTORS MAY NOT BE COMBINED. USE ONLY SS FASTENERS WITH SS I- W DENSITY OF MIN, 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D HDU14 VGT Q ry CONNECTORS. USE ONLY ZINC-PLATED FASTENERSWITHZINC-PLATED � Q 1557) FOR A DEPTH OF AT LEAST TWO FEET(2') BELOW THE BOTTOM OF THE CONNECTORS. G. ALLOTINGCO CRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THEE. N Z Q W REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE FRAMING CONNECTOR SCHEDULE W Q > > SHALL BE REINFORCED WITH 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND ENDS ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED, CL P,TIE or STRAP FASTENERS5 m IN CONFORMANCE WITH ASTM-A 185, OR FIBER MESH REINFORCEMENT SHALL BE LONG-TERM SATISFACTORY PERFORMANCE. H2.5 OR H2.5T (5) 8d COMMON x 1-1/2" PER END I lO �'t� 0 USED WITH THE MINIMUM 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH H8 (5) 10d COMMON x 1-1/2" PER END ''- IL 0 U ASTM-C 116. H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER MASONRY: MTS12 (7) 10d COMMON x 1-1/2" PER END DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST HTS20 (12) 10d COMMON x 1-1/2" PER END 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY(ASTM-D 1557). FILL SHALL A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS (16) 16d SINKER x 3-1/4"TO TRUSS REVISIONS BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF 402 MASONRY BUILDING CODE. LGT (14) 16d SINKER x 3-1/4" TO PLATE/POST PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING I. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A LGT (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS a' -._GROUT OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH MINIMUM COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). (26) 16d SINKER x 3-1/4"TO PLATE/POST OF 2500 psi AT 28 DAYS. C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. (16) 1/4"x3" SDS SCREWS TO TRUSS J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM LGT (30) 16d SINKER x 3-1/4"TO PLATE/POST S • CONCRETE CAST AGAINST EARTH - 3 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO jj • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER- 11/2" PROVIDE A SLUMP BETWEEN 8"-11". CS22 (12) 8d OR (10) 10d COMMON x 1-1/2" PER END • INTERIOR SLABS, WALLS - 3/4". E. PROVIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL MST 12 (5) 10d COMMON x 1-1/2" PER END DESIGNED BY: BAM PLANS UNLESS NOTED OTHERWISE. MST 18 I. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL (7) 10d COMMON x 1-1/2" PER END DRAWN BY: BCW REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR#4 BARS AND 25" MST 24 (9) 10d COMMON x 1-1/2" PER END INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF FOR#5 BARS. ALL 90° HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR MST 36 (13) 10d COMMON x 1-1J2" PER END 5 CHECKED BY: BAM REINFORCING SHALL BE 25" FOR#5 BARS AND 20" FOR#4 BARS. ALL 900 HOOKS #4 AND 7-1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE. SHALL HAVE A MIN. BEND LENGTH OF 6" FOR#4 AND 7-1/2" FOR#5 INTO G. ALL CMU TO BE RUNNING BOND CONSTRUCTION. MSTz-8 (25) 16d COMMON x 3-1/2" PER END � JOB NUMBER FOOTING UNLESS NOTED OTHERWISE. H. BRICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAGE x MST60 (34) 16d COMMON x 3-1/2" PER END J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, 7/8" CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR (6) 10d COMMON x 3"TO STUD MIXING, TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, JOINT. TIES SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND SPI (4) 10d COMMON x 3"TO PLATE ..J 7 4 7 7 CURING, AND TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS VERTICALLY AND SHALL BE ATTACHED THROUGH THE WALL SHEATHING TO THE WALL STUDS. TIES SHALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS (6) 10d COMMON x 3"TO STUD REVIEWED FOR CODE COMPLIANCE AND APPLICATION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". SP2 (6) 10d COMMON x 3"TO PLATE CITY OF ATLANTIC 13EACH SHEET i STEEL: ALLOWABLE SPANS FOR LINTELS (4) 10d COMMON x 1-1/2"TO STUD SEE PERMITS FOR ADDITIONAL.REQULREIVLENTSAN&�CGNI�lT{C2NS SUPPORTING MASONRY VENEER SSP (3) 10d COMMON x 1-1/2"TO DOUBLE PLATE C S A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC "SPECIFICATION SIZE OF STEEL NO STORY ONE STORY TWO STORIES (1) 10d COMMON x 1-1/2"TO SINGLE PLATE REVIEWED BY. ipATI ; FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL ANGLE ABOVE ABOVE ABOVE (8) 10d COMMON x 1-1/2"TO STUD 1 BUILDINGS". L3x3x1/4 6'-0" 4'-6" 3'-0" DSP 6 " B. STRUCTURAL STEEL SHALL BE ASTM A36 EXCEPT AS NOTED BELOW: O 10d COMMON x 1-1/2 TO DOUBLE PLATE • PIPE-ASTM A53, TYPE E OR S, GR. B L4x3x1/4 8'-0" 6'-0" 4'-6" (2) 10d COMMON x 1-1/2"TO SINGLE PLATE FILE COPYPROJECT ENGINEER 7) `s`otua�dU,' • TUBE - ASTM A500 L5x3-1/2x5/16 10'-0" 8'-0" 6'-0" (9) 10d COMMON x 1-1/2"TO STUD ®`®v � A. Nj��si C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F1554 GRADE L6x3-1/2x5/16 14'-0" 9'-6" 7'_0'• TSP „ ®®®„gyp. ••......,• 36 UNLESS NOTED OTHERWISE. (6) 10d COMMON x 1-1/2 TO DOUBLE PLATE ) e Q- .•°�CENS°• 'A ° 2-6x3-1/2x5/16 20'-0" 12'-0" 9'-6" m „ `e`er :° �. F•'•;9�'s D. HEX NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS SPH4 6/8 (12) 10d COMMON x 1-1/2 TOTAL NOTES: ) a 4010 SHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE A34 (8) 8d COMMON x 1-1/2"TOTAL * a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4". CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION. LTP4 (12) 8d COMMON x 1-1/2"TOTAL COUPLERS USED FOR HIGH STRENGTH BOLTS - m ANCHOR BOLTS AND THREADED ' C. CONTACT THIS OFFICE FOR OPENING PARAMETERS EXCEEDING RODS- ASTM A449 OR SIMILAR - SHALL BE HEAVY HEX ASTM A563 GRADE DH. O ° .,�. A•; `® 1. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. THOSE SHOWN. MEMBER CONNECTION D FTS I LS °®,fis•�,• R 1�.•°��ee® G ❑ D WE TRUST IN cm Loc\I 00>= cy) aO d` 00 O <( , 2 O CC cc 07 O O ' 0 LL Z LL w MZ LU Z) 2 z < 1 � n i- - - - - - - - — - - - - - - - - - -I W , ----------$-- 71 -----III-SI �II ------------- 1I L0Cd�rLV0 30x0x16" w3 #4's �BOTH WAYS Nt LD � � - w z L--------- xx 30" 17'-7" ----_ -_ - E:1IBOTH WAYS U? 3 8 0- 9 71 rT o ! 18'-2 3/4" o, N 10'-6 3/4" 30"x30"x16" ❑ U8 3 #4's QF ,- @) f — — BO, H WAYS LL �" I --- _ _ _ _ I EMBED REQUIRED L- --, - - - - - - - - - - - - -� I I I SEE DETAIL5/FDD. i - - - - - - - - - - - ❑ � -1 I I Ii I I i I (D Z ..III 30-' 016 0�0 � — I —I- - - - - - - � - - - - -_ _ Z _ 30"lx30"x16" 7Z [❑ W/ 3-#4's w/3-#4's U BOTH WAYS L BOTH WAYS 36"06"X*1611 EMBEDS REQUIRED w/444s ] Z I" 18'-4" 12'-4" 1131-13/411 ; BOTH WAYS I SEE DETAIL 5/FDD. - I I r— I II J 2'-01/4" ----- J I I m SEE DETAIL 6/FDD O @ GARAGE DOOR I I U Q r OPENING I j — Z Z I I I ; I I � I � I � � I � Z Z ❑ F- i ; L3 ' I I I I 1 ► ❑ cq Z L---- - -------------------------------- - ------------ ------ -- r -, 2 �o ❑ SEE DETAIL 6/FDD \ -- ---------J n I— —) -----------------� -- - ------------- � @GARAGE DOOR I I �--- �— LL Q LL 30"00"x16" I I - - - - _ - - - _ - - _ OPENING II \ \ I w/3-#4's 4 L - - - _ J -I- - - - - -1 I l \ I BOTH WAYS I 2 I I REVISIONS � I - 4' 2 DESIGNED BY: BAM DRAWN BY: BCW CHECKED BY: BAM LjJOBNUMBER 747 '7 SHEET FD 1 PROJECT ENGINEER FILE ® ei!a,/'A'AOPY � • d /4010NOTES: FOUNDATION NOTE: THIS PLAN IS TO BE USED FOR o y STRUCTURAL FOUNDATION REQUIREMENTS O REFER TO DETAIL O REFER TO DETAIL 2/FDD O ALL F TWORK CONTAINED WITHIN THE BEARING FOOTINGS ® SAWCU�T FLAT WORK IN 15'x15' O CERTAIN EMBED STRAPS O FOR CHASE PENETRATIONS OF INTERIOR OR EXTERIOR SEE SHEET FDD FOR ' PLAN AND INTERIOR BEARING FOOTING 1/FDD FOR ALL FOR ALL EXTERIOR SHOWN TO BE A 4 CONC. SLAB REINFORCED W/ EITHER 6x6 GRID, 1 DEEP WHILE CONCRETE REQUIRE ADDITIONAL FOOTINGS, DEEPEN THE FOOTING THE DEPTH OF THE '®T'• ;�L O N OUDATIN DETAILS °•• °° °' LOCATIONS. REFER TO THE ARCHITECTURAL EXTERIOR PERIMETER PERIMETER FOOTINGS 10/10 WWM OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER IS WORKABLE (WITHIN 12 FOUNDATION PENETRATION. FOR CHASE PENETRATIONS OF F ,, ••••• °° SCALE: 1/4"=1'-0" PLAN FOR SLAB DIMENSIONS. FOOTINGS. WITH CURB/PEANUT WALL. TERMITE TREATED, CLEAN, COMPACTED FILL. HOURS OF PLACEMENT). REINFORCEMENT. STEMWALLS, GROUT SOLID AROUND CHASE. 3/3 1 / 1 5 M IN G ❑ D WE TRUST CONCRETE CURB TO BE BUILT UP OPTIONAL CONCRETE SILL TO BE TO FINISH FLOOR ELEVATION 0 CENTER FOOTING ON LOAD BUILT UP TO FINIS A FLOOR „ (MAX HEIGHT=8"). N c> BEARING WALL ABOVE. ELEVATION (MAX IDTH =6", 6 MIN. N MAX HEIGHT=8") 4 CONCRETE SLAB 4 CONCRETE SLAB 0 N 00 VARIES, SEE ARCH. j ° 8 MIN. GRADE VARIES ° ° 4 ° - °J - - = d 20" MAX. a a _ 8" MIN. °: L00 = I „ —' I=III=1 i l-III-' _ a 1 Q = I I—_ = 11=I', GRA a --- _ °_ 20" MAX �. — 12 MIN. --_ ° _ = - ° ° ° — _ — — — — 45° I I.�.I I I .III GRADE — — 7_11=1 �- -1 I —I I 1=1 11- _ —I ' I III I CONCRETE SLAB DE— — — — _ — — —_ — — III=12 MIN.I 1 =1 11=1 I I=1 I I. 111- ' I I—III_° a I=1 I=1 I I=1 -1 I I=1 4 II-I' —III=1I I=III= 45° 45°-1 I hI I I—I " CONC T -1 I I=1 I I=1 I I: " I= ° _ =111=111`111: X II — =111=1I I- . _�I -_ °. i ,- - ,,- _I - -12 MIN.. 12 MIN.._ Cg 0) — — —1 11== I_ I I I=1 11= - I 1=1 I I-I I I-I i 1=1 i t I I I III- 8 -III-1 I I—I i I-i i I—i I III •° • I 11= 8 T --.o a H J }C ' _III-1 �C Ti—i I I—iT— LL CONTINUOUS 8" FOOTING PAD FOOTING SHOWN CONTINUOUS FOOTING AS FOLLOWS: I I I=1 I F 11=I 11= I1=1 I I I=1 I f I I I=i 11= 11=1 0 w/(1) #4 or#5 CONT. BEYOND FOR BEARING POSTS. 1-STORY: 16" WIDE w (2) #4 or (2) #5's OPTIONAL 8"x8" BRICK CONTINUOUS MONOLITHIC EXTERIOR ° OPTIONAL 8x8 BRICK CONTINUOUS MONOLITHIC EXTERIOR � SEE PLAN FOR SIZE AND 2-STORY: 20" WIDE (3) #4 or (2) #5's LEDGE w/(1) #4 OR#5 FOOTING AS FOLLOWS: LEDGE W/ (1)#4 OR#5 FOOTING AS FOLLOWS: w LOCATION. CONTINUOUS. 1-STORY: 12" WIDE w/(2) #4 or (2) #5's CONTINUOUS. 1-STORY: 12" WIDE w/(2) #4 or (2) #5's _ 2-STORY: 16 WIDE w/(3) #4 or (2) #5's 2-STORY: 16 WIDE w/(3) #4 or (2) #5's _ p D MONOLITHIC PORCH EDGE DETAIL 3 MONOLITHIC BEARING STEPDOWN DETAIL 2 MONOLITHIC EXT. FOOTING DETAIL w/ CURB 1 MONOLITHIC EXT. FOOTING DETAIL w 0 4 �2OROPTIONS: STEMWALL DETAIL 4 OPTIONS: STEMWALL DETAIL 3 OPTIONS: STEMWALL DETAIELEVATED MONO DETAIL 10 OPTIONS: STEMWALL DETAIL 1 OR ELEVATED MONO DETAIL 9 U) w F- i`•- Z HEADER COURSE w/ !1 4" CONCRETE SLAB CHAIR BLOCK w/(1)#4 4" CONCRETE SLAB (1)#4 OR#S CONT. 4" CONCRETE SLAB 0 OR#5 CONT. 8" CMU w/#4 OR#5 VERTICALS @ EACH MAX PROJECTION OF CMU c � 0) _ _ CORNER, EACH SIDE OF EACH FOOTING ABOVE SLAB = 16" c� . S VARIES, SEE ARCH. - ° --_ Lu SEE DETAIL 1-STEMWALL '� - - ° =III=III ELEVATION CHANGE AND 48 o/c 6 CHAIR BLOCK w/(1)#4 III=_I' T THEREAFTER. BEND MIN. 12" INTO HEADER 4" CONCRETE SLAB OR#5 CONT. �i I I I=I I I; FOR WALL REQUIREMENTS p °_ °�_PAD FOOTING SHOWN �I 11 II I I I� 8" CMU w/#4 O #5 VERTICALS @ Ib III- 8" CMU w/#4 OR#5 VERTICALS @ 0 =I II=III=III=i 11 - _ COURSE. GROUT REINFORCED CELLS SOLID. ° �� - _J BEYOND FOR BEARING POSTS. III-III-111= - - EACH CORNER, ACH SIDE OF EACH - EACH CORNER, EACH SIDE OF EACH E � u III=1, LOCATION. 1111—III II =III-1 1I1=1 II III-III- III-)I I 111= FOOTING ELEVATION CHANGE AND - - SEE PLAN FOR SIZE AND � -_ _- _ II FOOTING ELEVATION CHANGE AND GRADE - 8 ;— —� II III III= „ GRADE_ - _ �� GRADE Ir ILI�IIIIIII M - - I1=1I(. -I I I_ I _ . - I1-1I 48�� o/c THEREA TER. BEND MIN. -_ __ 12" =1I Iia I1=111. -- 48 o/c THEREAFTER. BEND MIN. III-1T_I=1 I I_I I I- 12 —I I III-� 11=1 I - I 11= I I I I hI 11=1 I I-- a I i I-� I I I=1 I I-1 I I-1 11= 12 =1 I III-� °� 12 INTO SLAB. ROUT J i �_� 12 INTO SLAB. GROUT W I I—III-11 i=11 I:,M I N. 10 I = i I—III —10 I I I I—i l I I I-III-III=11 I;M I N. 10 I I : ` I I—III I I-111=111.111_M I N. 10 11 I—III: m - - ° 111= REINFORCED CELLS SOLID. REINFORCED CELLS SOLID. I- 1 = _ = 11_ A i ❑' =1 I i -1 11=1 11=� I=1 I'- FOLLOW DETAIL 1-STEMWALL REQUIREMENTS CONTINUOUS STRIP FOOTING AS FOLLOWS: -111= CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: -III=III- '' CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: L '� 1-STORY: 16" WIDE w/(2) 4 or (2) #5's 1-STORY: 16" WIDE w/(2) #4 or (2) #5's 1-STORY: 16" WIDE w/(2) #4 or (2) #5's L ❑ U 2-STORY: 20" WIDE w/(3) 4 or (2) #5's 2-STORY: 20" WIDE w/(3) #4 or (2) #5's 2-STORY: 20" WIDE w/(3) #4 or (2) #5's n/ (FOR BRICK VENEER, ADD 4' TO FOOTING WIDTHS SHOWN) (FOR BRICK VENEER, ADD 4"TO FOOTING WIDTHS SHOWN) (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) rrLnL U F' ��OPTIVO�NSM TALL PORCH EDGE DETAIL (MAX. 5 COURSES)' STEMWALL BEARING STEP OWN DETAIL 2 STEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES) �T�EW "LL DETAIL (MAX. 5 EXPOSED COURSES) (9 z 4ONOLITHIC DETAIL 4 rY OPTIONS: MONOLITHIC DETAIL 3 OPTIONS: MONOLITHIC DETAIL 2 OR ELEVATED MONO DETAIL 10 1 OPTIONS: MONOLITHIC DETAIL 1 OR ELEVATED MONO DETAIL 9 Z CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES — ❑ ID J — v Q = ] Q �- W ❑ w i Ape.. i _ STEMWALL FOUNDATION UP MONOLITHIC U Z z TO 2,-C FOUNDATION I' u �1 O 4" CONCRETE SLAB SLOPE FOR DRAINAGE OR J Z Z _ PROVIDE 3/4" RECESS. Q ❑ �- ° ° ° ° ° a a STEP o a .° LOCATE ONE#4 OR J #5 REBAR WITHIN ° a -_12" MIN. °: ° °=III=III a . 414 5 = T 45 ° _ _ °^ HATCHED AREA. 45 '— =III ' $�,_ ° ° ° D =1 I I—Iii=1 I I-III-1 i i-1 I —I I —III— =1 11=1 11=1 11=1 - I I i—III— _ _ — 1 I, IIi III III III IIi _ _ 11=1 I I—I I STEP + 2" III_ 11=1 11=1 11=1 11 =1 I I _ II i 1=' 'I 1=1 I I— _ '1=1 I I_I!I III—IIi _12 1=, III— N Z Q Z CONTINUOUS FOOTING AS FOLLOWS: -i I I-I I 1=I�' -III--111=1 I 1=' '- - 1=11' \ > 1-STORY: 16" WIDE w/(2) #4 or (2) #5's "=III-1 I{=11I- �'- W M Q 2-STORY: 20" WIDE w/(3) #4 or (2) #5's CONTINUOUS FOOTING w/(1) (1) STHD14RJ @ EA. (1) STHD14 @ EA. END OF T (o J o #4 or#5 CONT. END OF WALL WALL. IF GARAGE CURB JL.. r n 0 LL EXCEEDS 8", USE STHDRJ's f �L INTERIOR BEARING FOOTING DETAIL NON—BEARING STEP D WN DETAIL THICKENED EDGE GARAGE OPENING EMBED STRAP(S) @ GARAGE OPENING DETAIL REVISIONS 8 DETAIL IS ONLY REQUIRED WHEN SPECIFIED ON PLAN. _ FOR STEMWALLS OVER 2-COURSES OR MONO CURBS OVER 16", SEE DETAIL 11. DETAIL 11 MAY ALSO BE FOLLOWED IF EMBED IS NOT PROPERLY INSTALLED. _ j DESIGNED BY: BAM FINISH FLOOR ELEVATION (1) #4 or#5 CONTINUOUS (1) #4 or#5 CONTINUOUS ;; DRAWN BY: BCW EXPANSION JOINT @ 3" FROM TOP. 6"MIN. CONCRETE CURB TO BE BUILT UP @ 3 FROM TOP. 4" CONCRETE SLAB CHECKED BY: BAM ELEVATION OF POOL DECK ---- #4 or#5 VERTICALS @ �" TO FINISH FLOOR ELEVATION #4 or#5 VERTICALS @ EACH (MAX HEIGHT=30 ). - 48" o/c BEND INTO CORNER, EACH SIDE OFELEVATION ii FOOTING & LAPPED 6 I °° 4 CONCRETE SLAB CHANGE, & 48" o/c THEREAFTER. g MIN. II JOB NUMBER I °II I =1 WITH UPPER STEEL. I BEND MIN. 12 INTO SLAB. li 14 . 48" MAX. I III J 7 4 7 7 II MSTCM40 w/(14) 1/4"x2-1/4" TITENS TO _ -_ - - II 45°-i i-iii-i GRADE _ g POOL DESIGN BY OTHERS GRADE- - _ - - I I I I1=11(_ - - - - I I1=1 11=1 I I.° 14 �� - I 1=1 I I: I 111= SHEET • I „ ' — ,I CMU/FOOTING AND (26) I I I—I I I-111:12" IVliiv I I— ° �= 1 -11 Ed I I-11112 IN..11— I I I=1 ° IIL;III ,IiI,;Iii=lil III III= 8„ 111_111 ,I�� I�I111- 45 - 16d SINKERS TO FRAME. -III 'i I= _ I�- III- I I= 4 FDD —I 11= TYPICAL LOAD BEARING III=1I I 11=1I I- I1=1 I I1=1I I 11=1I I- I1=1 OPTIONAL 8x8 BRICK CONTINUOUS MONOLITHIC EXTERIOR " CONTINUOUS MONOLITHIC EXTERIOR OPTIONAL 8x8 BRICK C X ERIOR FOOTING, STEMWALL LEDGE w/(1) #4 OR#5 FOOTING AS FOLLOWS: LEDGE W/ (1) #4 OR#5 FOOTING AS FOLLOWS: SHOWN, MONOLITHIC APPLIES AS WELL. CONTINUOUS. 1-STORY: 12" WIDE w/ (2)#4 or (2)#5's CONTINUOUS. e 1-STORY: 12" WIDE w/(2) #4 or (2)#5's PROJECT ENGINEER 2-STORY: 16" WIDE w/(3) #4 or (2) #5's 2-STORY: 16" WIDE w/(3) #4 or (2) #5's k0► 1111 A. s�e® TYP. FOOTING IN PROXIMITY TO POOL OPTION TO EMBED ST AP MONO DETAIL w/ ELEVATED CURB ELEVATED MaONOLITHIC EXT. FOOTING DETAIL ®'��;•'•�°C�^�SF•' -� '�p 11 (00 9 n,o THIS DETAIL APPLIES TO ALL PROJECTS WHERE FOOTING DETAIL TO BE USED WHEN NEEDED AS EFERENCE TO DETAIL 5 IS IN PROXIMITY TO POOL. r r FILE CP'Pkr �•:• ATE 0 OR IV s ... r� ry rno� 3/31 / 15 ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS INTERIOR ZONES END ZONES SIZE ZONES 1 &2 ZONE 3 IN 13 C) WE TRUST 8d RING SHANK 8d RING SHANK EDGE FIELD EDGE FIELD 7/16" 6" o/c 12" o/c 4" o/c 4" o/c II) Nrn 0 WALL SHEATHING ui \I co >m c' SW z 8d COMMON CID O SIZE CALLOUT (- EDGE FIELD CC � 0) / ��1 SW6 6" o/c 12" o/c i 7/1611 SW4 4" o/c 12" o/c LL' QLD.. SW3 3" o/c 12" o/c -® W 1. EXTERIOR STUCCO FINISH REQUIRES 0 Z ONE OF THE FOLLOWING: Z a. 7/16" SHEATHING GRADE ORIENTED E t!) WITH THE NG DIMENSION w Z) PERPENDICULAR TO THE WALL STUDS. 0 b. 15/32" SHEATHING GRADE. pl cy 2x6 . 7/16" STRUCTURAL 1 GRADE. JACK POST. 2. ALL EXTERIOR WALLS NOT LABELED Z U) TO BE CONSIDERED SW6. w ' __ _ __-_: Lo F12)2x6- F!!om 1/2-C NTINUOUSII I / ® '-- - WINDOW SILL/HEAD �_ cco _ / PLATFORM FRAME ' (2)2x -1/1 (2)2x� 1/1 36�jy 2xf ENDS / ®� ®� (2)2x6 r_ ATTACHMENT ® N WALLS. NO SPLICES I --------- _ �r _ ALLOWED IN TOP PLATE. - - - --- -- I -- = --� „�� 6x6#2 SYP PT POST O" co N I - -- I I ��- ,, II - (2)2 -1/1 I I I (2)2x 1/1 2)2x8r /1 h� @ :'OR HDR w/ OPENING WIDTH ATTACHMENT d' cc I I I I I ® (1) BU66 @ BASE. 0-11' (4) .131x3" TOENAILS I X / = o1 1 `r \� /� j ! I �' lul I��i 11'-16' (6) .131x3" TOENAILS LL III v, N ' I JACK POST. 1 ly 2 END ,� 2 I 2x6 ST IIII I I I D 11 -- 1 r / I 'n /, , r I It IIII I� III I - I \ I P T r BEA cv IIII IIII Z = E _ - _-__= 1 I i r, \ / N IIII a Illi IIII z I i I I- ___ - _ _ ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS INTERIOR ZONES END ZONES SIZE ZONES 1 & 2 ZONE 3 IN GOD WE TRUST 8d RING SHANK 8d RING SHANK EDGE FIELD EDGE FIELD 7/16" 6" o/c 12" o/c 4" o/c 4" o/c 2ply 2x6 ® oLD WALL SHEATHING T�CCKI�C►ST - cvcy) ao PLATFORM FRAME WALLS. NO SPLICES --_--- -----_ ALLOWED IN TOP PLATE. _ ___ I i ® SW z 8d COMMON O < oo a (2)2x6-1/2-CONTINUOUS I I SIZE CALLOUT � �rr 1� x 1 � � - EDGE FIELD � 0)-I I ri s 7/16"1 SW6 6" o/c 12" o/c _ ® SW4 4" o/c 12" o/c i I SW3 3" o/c 12" o/c U _ i - '--; I I I I 1. EXTERIOR STUCCO FINISH REQUIRES (D z �- ply 2x4 POS I 1 I ONE OF THE FOLLOWING: N (2)2x61 /2!'' ii II it II II jl jl jl @ GIRDER. I I I I a. 7/16 SHEATHING GRADE ORIENTED EE C ) WITH THE LONG DIMENSION � I II I I II II II Il II 11 II II II I PERPENDICULAR TO THE WALL STUDS. IIII O II II II it II II II Il II 1 II 11 1 I I 1 b. 5/32" SHEATHING GRADE. — D j z < 2pl 2x6 P T c. 7/16" STRUCTURAL 1 GRADE.2ply 2x6 4—r I =I I I I 1O II 11 II II I 11 11 LL @ 31RDER.POST. I-- i IIS N II II II II II II II II 11 �, z III II II II II II II it I1 I I � 2. ALL EXTERIOR WALLS NOT LABELED I II l l II Il II II a II a II 1 I ' TO BE CONSIDERED SW6. w ' to II II II I I II II I I I I rr �� I x it it II II II II II II I I rr --- --- --T -- — — --- --- ® r __— JI_JL_ IL JI_ _LL JI_ I I F LO � � _�_ _�_ _ _�_ �� L�__ _-__ _ � _ WINDOW SILL/HEAD � I CP 1 ATTACHMENT coI L_1L V) OPENING WIDTH ATTACHMENT Zvt _ Q j II I 0-11' (4) .131x3" TOENAILS --- ---- I rT -'' j iii 11'-16' (6) .131x3" TOENAILS Fir I y� llll II r < z Y 1 I ply 2x6 0 JA K-POto S . ill HEADERS �,. n c� I In I rr N (2)2x6-1/2 r ��O r k\ #OF PLIES LNUMBER OF KING t,� ___ ___ _ -_- -_ NOMINAL SIZE OF STUDS EACH SIDE J ��- - F-- --- -- - - --- HEADER (#2 SYP) (RAISED MDR IF NUMBER OF JACK LABELED "RSD". ❑ U STUDS EACH SIDE 2ply 2x4 OST GIR ER. STUD WALL LEGEND II 2x4#2 SPF @ 16" o/c. i ® = 2x4#2 SPF @ 12" o/c. ❑ _ N5 GIRDER.2x POST 2x6#2 SPF @ 16" o/c. 0 U DER I I w .2x8#2 SPF @ 16" o/c II _ = OTHER, SEE PLAN cj II 1I I ry1 ❑ II I1 m END-ZONES L4 W (2)2x6-1/2- ONTINUOUS i i ❑ m .•, Z --- I ® CORNERS IDENTIFIED & ' ❑ U Q Q I— a DIMENSIONED INDICATE — L9WALLS SEGMENTS WHERE ® ❑ z ] n END-ZONE PRESSURES SHALL 4'-5" ® Z LL• 2ply 2x6 APPLY TO COMPONENTS 8c ❑ JACK POST. CLADDING. ALL OTHER AREAS �I'1 MAY USE INTERIOR-ZONE Y ry� U Uu PRESSURES FOR LL1 7 2nd FLOOR COMPONENTS & CLADDING. Q _ ❑ N Z Q 57 COMPONENTS & CLADDING W m PRESSURES = —jry �- aoLL STRAPPING TO CONTINUE EXTEND HEADER TO KING STUDS WINDOW AND DOOR ONTO ADJACENT (2) CS16 s FROM WALL DESIGN PRESSURES CORNER ONTO WINDOW 3 HEADER/SILL WHERE HEADER MIN 16". FILL ATTACH SHEATHING TO OPENING SIZE OR INTERIOR END REVISIONS APPLICABLE. ALL NAIL HOLES. HEADER w/3" o/c GRID TRIBUTARY AREA IN ZONES ZONES OF 8d NAILS. SQUARE FEET (+) I (-) (+) (-) - If 0-20 25.6 27.7 25.6 34.2 ,r i 22-50 24.5 26.7 24.5 32.1 _ 51-100 23.0 25.1 23.0 29.0 101-200 21.7 23.8 21.7 26.7 PLACE HEADER @ HEADER PER PLAN 201-500 20.6 22.8 20.6 24.3 DESIGNED BY: BAM TOP OF OPENING. j > 500 19.1 21.2 19.1 21.2 SINGLE PLY 2x#2 SYP DRAWN BY: BCW 2ply 2x6 @ TOP PLATE ATTACHED CHECKED BY: BAM HEADER HEIGHT TO HEADER w/(2) ROWS KING STUDS PER PLAN OF 16d NAILS @ 3" o/c. ATTACH WALL " , PANEL SPLICE (IF JOB NUMBER SHEATHING TO FRAMING REQUIRED) TO OCCUR W/ 3"o/c EDGE/ 12"o/c JACK STUDS PER PLAN WITHIN 24" OF �J7477 FIELD 8d NAILING. MID-HEIGHT OF WALL i 2ply 2x6 @ SILL HEIGHT SHEATHING (PER PLAN) • JACK STUDS PER PLAN SHEET ATTACHED TO ALL 2ply 2x6 SILL FRAMING MEMBERS �- w/8d NAILS @ 3 o/c. 3ply 2x#2 SYP SILL FR2 PLATE BETWEEN JACK STUDS. PROJECT ENGINEER (2) CS16's FROM WALL CORNER ONTO WINDOW ®®®, A. FILECoillyN �� SILL MIN 16". FILL ALL `�®yP•........c•E N•••R,Q®ice, NAIL HOLES. SWX 4010 FRAM I N _ • �= G PLAN E ° ��a DETAIL O/FR2 : SWX DETAIL DETAIL P/FR2 : PORTAL FRAME D TAIL ''® � oR �oP°•,�,®` SCALE: 1/4"=1'-0" �O N AL�;�`ice till lilt, %A% 3/3 1 / 15 NAIL ROOF SHEATHING NAIL ROOF NAIL ROOF NAIL ROOF TO TOP CHORD OF SHEATHING TO TOP SHEATHING TO SHEATHING TO <411 TRUSS w/8d NAILS @ CHORD OF TRUSS w/ TOP CHORD OF TOP CHORD OF ATTACH SHEATHING TRUSS w/8d TRUSS w/8d ROOF SYSTEM ROOF SYSTEM 3 o/c. 8d NAILS @ 3 o/c. TO BLOCKING WITH I I I I I NAILS (W .5" o/c. I NAILS @ 3" o/c. o/c 8d EDGE 2x4#2 SYP ROOF SHEATHING II II II II 11 2x#2 SYP NAILING SPECIFIE BLOCKING. ENGINEERED 1I 11 11 I (SEE FR SHEETS) ROOF SHEATHING CONTINUOUS FROM 7/16 THICK MIN.) I I (SEE FR SHEETS) ROOF TRUSS. j I j ENGINEERED TOP PLATE OF ENGINEERED -�J ( I ENGINEERED ON PLAN. IN WE TRUST 11 I I ATTACH EACH BRACE ROOF TRUSS. I I ROOF TRUSS. I I SHEATHING 1 I ROOF TRUSS. II it TO TOP/SILL PLATE w/ it SHEATHED-WALL TO II II i I i (4) .131x3" NAILS. i ADJACENT TRUSS. 2x4#2 SYP NAILER ATTACHED TO 1 I F-T ATTACH EACH 2x MUST MATCH OR ATTACHED TO I I NAILER, TOP PLATE 1I --�� -�� --�_ -�_ CV g BRACE TO EAC�A �L-'-�l i 2x4#2 SPF LEDGER NAIL TRUSS i TRUSS BOTTOM I AND BLOCKING w/ I ATTACH SHEATHING FOR STUCCO TOP PLATE (SEE NOTE A TOP PLATE TOP PLATE (SEE NOTE A TOP PLATE 00 LoEXCEED LENGTH OF FOR ADDITIONAL FOR ADDITIONALTRUSS BOTTOATTACHED TO TRUSS BOTTOM CHORD SHEATHED-WALL. CHORD w/ .131x3" 8d NAILS @ 3 o/c. TO UPPER TOP FINISH: PROVIDE NAILING REQUIREMENTS NAILING REQUIREMENTS � �I ATTACH B.C. OF PLATE WITH o/c 8d 2x BLOCKING @ CHORD w/(3) i i w/ (4) .131x3" NAILS @ TO 2x BLOCKING �- NAIL 2x BLOCKING TO NAILS @ 3 o/c. TRUSS TO TOP EDGE NAILING 16 o/c FOR 15/32 � „ AT SW3/SW4 SHEAR AT SW3/SW4 SHEAR , � .131x3" TOENAILS. EACH INTERSECTING w/ .131x3" NAILS TOP PLATE w/.131x3" WALLS) WALLS) co TRUSS MEMBER. USE @ 3" o/c. NAILS @ 3" o/c. PLATE w/ .131x3" SPECIFIED ON PLAN. SHEATHING 2x4#2 SYP BRACES @ WHEN BOTTOM TOENAILS @ 3" o/c. APPLIED INTERIOR WALL EXTERIOR WALL INTERIOR WALL �- 12" o/c ALONG WALL CHORDS ADJACENT TO 11.25" MAX. VERTICALLY. 16 MAX. EXTERIOR WALL STUDS- SEE STUDS- SEE STUDS - SEE � LENGTH. WALL ARE AT STUDS - SEE FRAMING PLAN FRAMING PLAN FRAMING PLAN 0 00 ' DIFFERING HEIGHTS. FRAMING PLAN FOR SIZE FOR SIZE FOR SIZE („� LL OPTION #1 OPTION #2 OPTION #3 OPTION #4 OPTION #5 WALL SHEATHING FOR SIZE WALL SHEATHING FLOOR SHEATHING z LL SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO EXTERIOR WALL- HIGH HEEL (SEE FR SHEETS) (SEE FR SHEETS) OVER ADHESIVE z PARALLEL EACH SIDE (PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS TRUSS DIRECTLY ABOVE WALL HEEL GREATER THAN 6" IN HEIGHT P R co SHOE PLATE � -SHOE PLATE SHOE PLATE -� SHOE PLATE � A/FRD SHEATHED WALL TIE-IN DETAILS (ROOF TRUSSES) --f�-FOUNDATION - SEE FD SHEETS -r�r 2x4 PLANK ORIENTED �_ NAIL FLOOR SHEATHING NAIL FLOOR BRACES @ 48 o/c. TOP PLATE TOP PLATE a TO TOP CHORD OF ATTACH FLOOR SHEATHING TO TOP 1-STORY WALL SECTION LD ATTACH TO TOP CHORDS TRUSS w/ 10d NAILS @ SHEATHING TO 2x4#2 SYP CHORD OF FLOOR w/ (4) 10d TOENAILS) 3" o/c. PANEL EDGE BLOCKING TRUSS w/ 10d FLOOR SYSTEM q Lo WITH 10d NAILS @ 3" o/c. ATTACH FLOOR NAILS @ 3" o/c. FASTEN FLOOR DECKING WALL SHEATHING [-- -ATTACH EACH BRACE SHEATHING TO 2x4 TO LATERAL BRACE w/(4) (SEE FR SHEETS) Z W? TO TOP/SILL PLATE w/ SEE BLOCKING #2 SYP PANEL EDGE 10d COMMON NAILS. EXTERIOR WALL INTERIOR WALL 0 � ENGINEERED (4) .131x3" NAILS. PANEL DETAIL BLOCKING WITH ENGINEERED STUDS -SEE STUDS- SEE 1 I 10d NAILS @ 3" o/c. FLOOR TRUSS. I FRAMING PLAN FRAMING PLAN z '-°` FLOOR TRUSS. I 1 SHEATH FLOOR TRUSS ADJACENT I 2x4 DIAGONAL BRACE @ FOR SIZE FOR SIZE 0 TO SHEAR WALLw/7/16" RATED IIt 448" o/c. ATTACH FLOOR SHEATHING TOP PLATE , ATTACH B.C. OF DIAGONAL BRACE TO (- ATTACH EACH SHEATHING ATTACHED w/8d TRUSS TO TOP PLATE EDGE NAILING FIELD NAILING SIZE 2ply 2x (MATCH WALL STUD) ' BRACE TO EACH NAILS @ 3" EDGE & 12" FIELD. ENGINEERED 7/16" RATED LATERAL BRACES w/(4) SIZE w FLOOR TRUSS. w/ .131x3" NAILS @ 10d COMMON NAILS AT 10d COMMON 10d COMMON GRADE #2 SYP ' TRUSS BOTTOM BLOCK ALL PANEL EDGES. SHEATHING 3" o/c. CHORD w/(3) SHEATHING LENGTH TO MATCH ATTACHED ` j EACH END. 23/32 6 o/c 6 o/c NAIL (2) ROWS OF .131x3 NAILS @ 12 o/c 0 EXTEND WALL SHOE PLATE � .131x3" TOENAILS. SHEAR WALL LENGTH. w/8d NAILS FLAP TTERN STAGGERED (SEE NOTE A). f SHOE PLATE Lo � @ 3" o/c. SHEATHING TO 2x4 PLANK ORIENTED MIN. 48" w/(24) .131x3" NAILS IN LAP �� ADDITIONAL 2x4#2 SYP FLOOR TRUSS TOP BRACES @ 48 o/c. MATCH SIZE, GRADE & QUANTITY OF ALL 2nd 2x4#2 SYP BRACES @ TOP PLATE ABOVE ATTACH PANEL EDGE V2x4#2 SYP PANEL CHORD. ATTACH TO ATTACH TO TOP OF FLOOR MULTI-PLY STUD COLUMNS w/ - - FOUNDATION -SEE FD SHEETS --r\_ - 12" o/c ALONG WALL SHEAR WALL. ATTACH BLOCKING TO TOP EDGE BLOCKING TRUSS TOP/BOTTOM BOTTOM CHORD/FLANGE BLOCKING IN FLOOR SYSTEM AND w/ 1st SHOE PLATE m LENGTH. TO TOP PLATE w/ PLATE w/ .131x3" AT ALL PANEL CHORD w/8d NAILS w/(4) 10d NAILS. FLOOR LEVEL STUD COLUMN, U.N.O. a .131x3" NAILS @ 3" o/c. TOENAILS @ 3" o/c. EDGES. @ 3" o/c. SIZE 2x (MATCH WALL STUD) BLOCKING PANEL DETAIL NOTE A: TIGHTEN NAILING TO 6" o/c STAGGERED GRADE #2 SYP (PT ON CONCRETE) 2-STORY WALL SECTION -I OPTION 41 OPTION #2 OPTION #3 OPTION #4 AT ALL WALLS LABELED SW3/SW4 OR ATTACH NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM ❑ U SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO TRUSSES SHEATHED WALL TIE-IN TO EXTERIOR WALL -TRUSS/JOISTS WALL SHEATHING TO UPPER PLY OF TOP PLATE. BOARD WITH .131x3" NAILS @ 8" o/c. PARALLEL EACH SIDE PERPENDICULAR TO SHEATHED WALL TRUSS DIRECTLY ABOVE WALL PARALLEL TO WALL 'n Q/ L9 B/FRD SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES) K/FRD TYPICAL WALL SECTIONS , C') z 2x8#2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS & RUSS TOP i 12 12 2x BLOCKING @ ALL ROOFS ffATHING PANEL EDGES CHORD OR BLOCKING w/(3) .131x3" TOENAILS.,.. 12" O1 RATED VINYL CEILING OVER 1x4#2 SYP OR 2x4#2 SPF 12 ., WITHIN 4' OF END OF GABLE. BRACE TOP CHORD OF TRUSSES BELOW OVERFRAMING w/ > IF DISTANCE FROM SUB PURLINS SPACED AT 12 o/c AND ATTACHED WITH,(2) - .� � „J .131x3"'NAILS TO EACH INTERSECTING TRUSS. 1x4 SYP PURLINS @MIN. SPACING DESIGNATED O TRUSS - `' j } 2x6#2 SYP BRACE. LOCATE @PEAK, FASTEN ALLROOF SHEATHING TO ALL FRAMING FASCIA TO 1st OUTLOOKER _.. ENGINEERING w/ (2) 8d NAILS PER INTERSECTING OP r 1 4' EACH SIDE OF PEAK, AND V o/c MEMBERS w/8d COMMON NAILS @ 4' o/c EXCEEDS 32", DOUBLE 1st '-I U CHORD. LAP SPLICES MIN. (2)TRUSSES. �/� } i THEREAFTER. BRACE TO ATTACH TO WITHIN 4' OF END OF GABLE RAKE. OUTLOOKER ONLY. -J Q 21� MID-PT OF BLOCKING EACH END. W 2� MIN. 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d NAILING. �" j 2x4#2 SYP OU LOOKERS �J.I ® .._I #2 SPF CRIPPLES @ 4 o c PER �" ADD 2x4#2 SYP T-BRACE TO ANY OUT BLOCK ALL UNSUPPORTED PANEL EDGES. @ 24" o/c (MAX RAKE = 24" o/c w/(1) H2.5T @ SCHEDULE BELOW. ATTACH TO � BOLTS NAILS BRACE GREATER THAN 9' IN LENGTH � Q � J RAFTER w/ (3) .131x3" AILS. 2" w/ .131x3" NAILS @ 6" o/c. EACH TO TOP CHORD OR TOP PLATE. FASTEN OUTLOOKERS70 FIRST FULL HEIGHT TRUSS TOP ❑ 7 SOLID SAWN (SYP) HEADERS 4 _ L �3 MIN. w/3/8" SHEATHING w/6" EDGE 12" FIELD 8d a 2x6#2 SYP CRIPPLE MAX HT. 2ply/3ply 2x- (2) ROWS OF 10d COMMONS. CHORD w/(3) .131x3"TOENAILS. ADD 2x i rn W NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. RAFTERS @ I BLOCKING BETWEEN ALL OUTLOOKERS ABOVE I ❑ I'- U ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE + 2x4 6'-3" ,, 24 o/c. I TOP PLATE/CHORD TOENAILED @ 6 o/c. I I &TO PORCH HDR w/ .131x3" NAILS @ 6"o/c . 2x4 w/ 1x4 "T" BRACE 9'-10" SCL LUMBER (LSL, LVL, PSL) 11 ELEVATION VIEW Z Z ❑ I r-A x4 w/2x4 "T" BRACE 11'-2" 2ply/3ply 1-3/4 (DEPTHS UP TO 11-7/8 ) (2) ROWS OF 12d NAILS. 'I`-' Q I I 2ply/3ply 1-3/4" (DEPTHS 14" AND GREATER)- (3) ROWS OF 12d NAILS. ._.,I m U I I TTACH#2 SPF"T"BRACE 0 CRIPPLE 2ply 3-1/2" OR 4ply 1-3/4" - (2) ROWS OF 1/2" BOLTS. I I I I I 11 ) I I SHEATH PORCH CEILING PER w/.131x3" NAILS @ "o/c. GABLE END T USS. OPTION 1 OR 2, UNLESS NOTED I I I I I 11SLOPE TOP PLATE OTHERWISE ON PLAN. 2x4#2 SYP BLOCKING @ I I I i i I i 2x "L" BRACE @. TO MATCH ROOF i I I I ❑ (3) .131x3" TOENAILS @ E/FRD B M/HDR CONNECTION DETAIL BRACE LEG ATTACHED TO I I I I I I I I PITCH. I I I I I I N Z Q 4' o/c MA I I I I I I 1 I I VERTICAL WEBS AS „ I I I i I I \ PORCH SHEATHING DETAILS CRIPPLE TO TOP CHORD TOP CHORD w/(3) I II �I II SPECIFIED BY DELEGATED II II II II W / OR BLOCKING BELOW. OPTION 1 .131x3" NAILS. II II II 1 II ' II II II II m TRUSS ENGINEERING, II 1 SPH @ LOWER II II II II II II = J ] O/ 3 1 O I I I I I I I WHERE APPLIC BLE. I I I I I I I I O . 1x3" TOP PLATE TO a Q 3"o/c 8d NAILS. i TOENAILS @ I I I I I I I I �-- I I i t I I I I DOUBLE END WALL SHEATHING LL NO HORIZONTAL RAFTER TO 2 1 p Y POST. I I I I I I I I (SEE FR SHEETS) I I I I I I I I 3"o/c 8d NAILS. JOINTS ALLOWED ATTACH BOTTOM I I 2X4# SYP I I I I I I I I I NO HORIZONTAL ROOF TRUSS VALLEY NAILER I I I I I I I I CHORD OF GABLE I I i I I I I I REVISIONS ...... JOINTS ALLOWED. TOP CHORDS. ATTACHED TO ®----- ----- ---- -TRUSS TO TO'/SILL --- ----- ------ ----- 3"o/c 8d NAILS. - 3"o/c 8d NAILs. - ALL ATTACH LOWER TOP OPTION 2 _ INTER ECTING PLATE TO ADJACENT (1) CS18 HORIZ. @ 2x6#2 SYP FLAT BLOCKING @ PLATE w/ .131x3" IF CRIPPLE DOES NOT BEAR DIRECTLY TRUS TOP WALL PER OPTION 1 OR LOWER TOP PLATE TO BRACE LEG. ATTACH TO EACH TOENAILS @ 6" o/c. 2x BALLOON _ FLUSH HEADER DROPPED HEADER a' ABOVE TRUSS TOP CHORD, ADD 2x4#2 CHOR S w/(2) 2. NOT REQUIRED AT 2x#2 SYP BLOCKING IN TRUSS BOTTOM CHORDS w/ EXTERIOR STUD WALL FRAMED STUDS, --�-- - SPF BLOCKING BETWEEN ADJACENT .131x3" NAILS. CORNERS OR INTERIOR HIGHER WALL. (9) (4) .131x3" TOENAILS. PER PLAN SEE PLAN _ DROPPED OR PLATED PORCH HEADER SHEATHING OPTION TRUSS TOP CHORDS AND ATTACH w/(3) WALLS. 10dx1-1/2" NAILS EACH .131x3" TOE-NAILS PER END. SIDE OF JOINT. PLATFORM FRAMED � OR � BALLOON FRAMED F THIS DETAIL APPLIES TO PLATED PORCH HEADERS OR PORCH HEADERS SUPPORTING WALL FRAMING ABOVE. IF THIS DETAIL IS FOLLOWED, THE TOP DESIGNED BY: BAM F/FRD OVERFRAMING DETAIL G/FRD EXTERIOR PLATE HEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL STRAPPING REQUIREMENTS DRAWN BY: BCW PLATE TO HEADER STRAPPING IS NOT REQUIRED AS SHOWN ON DETAIL 6/TDD. ; ATTACH SHEATHINGTO UPPER PLY OF TOP PLATE w 3" CHECKED BY: BAM / HEADER PER o/c 8d NAILING &TO HDR w/(2) ROWS OF 6" o/c 8d NAILS. PORCH HEADER PLAN PER PLAN PORCH HEADER NAIL LEAD KING STUD TO JOB NUMBER PER PLAN • HEADER OR TOENAIL PER „ IF> 16", ADD SCHEDULE BELOW (1) MTS12 OR .131x3" NAILS @ 6"o/c `J 7 4 7 7 CRIPPLE STUDS 1 MSTA18 POCKET PORCH ( ) HEADER INTO @ 16" o/c. 2x BLOCKING FO KING TO HDR NAILING STRAP @ EACH NOTCH PORCH HEADER I ATTACH HEAD ARCH WINDOWS CORNER OF SHEET I WALL AS SHOWN. SIZE .131x3" NAILS 3" AROUND TOP PLATE I TO JACK STUD w (2) .131x3 CHIMNEY TO AND POCKET INTO SCHEDULE ON NAILS/END. 2x4 (2) PER PLY RAFTER/TRUSS FRD SUPPORT PORCH 2x6 (3) PER PLY TOP CHORD WALLAS SHOWN. FR SHEETS. ATTACH SHEATHING TO 2x4#2 SYP BLOCKING HEADER w/ (1) 2x PER APPLY EDGE JACK STUD(S)/HEAD & 2x8 (4) PER PLY BETWEEN TRUSSES OR 2x4 SUPPORT PORCH NAILING TO SILL PLATE w/ NAILING 2x10 (5) PER PLY BELOW CHIMNEY BLOCKING PORCH HEADER PLY. HEADER w/ (1) 2x PER LEAD JACK STUD PRESCRIBED PER WALL 9-1/4" (5) PER PLY WALLS w/ (4) .131x3" BELOW. PROJECT ENGINEER OPTION 1 PORCH HEADER PLY. SHEATHING SCHEDULE NOTE: ATTACH SILL TO 9-1/2" (5) PER PLY TOE/END NAILS AT OPTION 2 WINDOWS)/DOOR(S)TO BE JACK STUD N FR SHEETS. 2X12 (6) PER PLY EACH END OF ®�°® ........ Ui!,l., N PLATED ��Att�t t'rt� I (NO (PLATED PORCH HEADER) ATTACHED TO FRAMING SCHEDULE ON BLOCKING TO TOP ® '� PORCH HEADER) FR SHEETS. 11-1/4 (6) PER PLY ®®� �.•'e,�cENs�c• 9 ,, MEMBERS IN ACCORDANCE CHORD OF TRUSS OR �- . 1 11'7/$" (6) PER PLY RAFTER. TOP CHORDS.OOF TRUSS 64 10 •.: w/APPLICABLE MANUFACTURER'S 14 (7) PER PLY - INSTRUCTIONS. IF> 16", ADD 16" (8) PER PLY PORCH HDR / WALL INTERSECTION DETAIL CRIPPLE STUDS 1$" (g) PER PLY .� sT of :ww Al @ 16" o/c. FILE COPY '� w P• �o �s>�S •.•� R 10.• ♦e®® C/FRD PORCH DETAILS H/FRD TYPICAL OPENING DETAIL M/FRD CHIMNEY OVERFRAMING N/FRD EXTERIOR CORNER DTL 3/31 / 15 GENERAL NOTES (REFER TO DETAIL SHEET CSD or TDD FOR THE FOLLOWING) • TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • HOLD-DOWN FASTENERS, ANCHOR IN G ❑ D WE TRUST DIAMETER AND EMBEDMENT. • VISUAL REPRESENTATION OF ATR AND STUBBIE PLACEMENT. 0 CONVENTIONAL STRAPPING DETAILS. 0 00 TRUSS TO PLATE m 00 CONNECTION SCHEDULEm 00 (1) H2.5T @ EACH TRUSS TO TOP PLATE OR pIt HEADER UNLESS DENOTED AS SHOWN H8 Ij X u u Z , LL (1) H8 (1) MTS12 �"' w 0 z OTHERWISE Z FOLLOW SPECIFIC (n CALL OUT ON PLAN � of ATR's @ 8 o/c NOTE: ALL UPLIFTS HAVE BEEN LU D STUBBIES @ 36" o/c (2) MT TO'HDRGIRDER (1) MSTA24 @HDR CALCULATED BY ENGINEER OF RECORD. Q UPLIFT VALUES REPORTED BY TRUSS ATR's @ 8 o/c (2) MTS12's @BEAM TO END POST w/ (1) STUBBIES @ 36 o/c HDQ8 @ BASE. SOFTWARE SHALL BE DISREGARDED. IF z � TO POST w/(1)ALL (1) MSTA24 @PORCH USING ALTERNATIVE CONNECTIONS � , THREAD ROD. HDR TO POST w/(1) THAN THOSE SPECIFIED, THE � THAN MUST EXCEED THE ,- _ ABU66 @ BASE. CAPACITY OF THE CONNECTION p III I Z_// ATR's @ 8' o/c SPECIFIED ON THIS PLAN. Z 00 T =- o STUBBIES @ 36" o/c ® N ATR S __ I (11 SPH6 @ ENID POIST \ / o =c14 (1) HDQ8 @BASE GENERAL STUBBIE c- co --_ -- _ TOP-PLA E � // Ua OF ENDIPOST-__\ - _ - --- -- - ; t LOCATIONS �- i HDQ8 @ BASE. III N I pI � = J T p III � w I - -- --- I I 1 I Ilf SEE DETAIL 7 TDD FOR ALLOWABLE ATR / CC — N I I ( / II X� 11 m it j i �\ �i i 1 �, 1 (1 MSTA @ H lul �� STUBBIE OPTIONS) Q W / I I T ACK P ST w/ ( ) Iil / I IIII I I `� w � // i t � /, D $ BASE. un IIII Rs\ �/� Q IIII I i O O O 0 I;I E —__= m I IIII IIII 1 2 3 ('� ` �— 0- _T III - SIL EACH SIDE l _ F _ -�� _ SPACING SPECIFIC I = I S Illr,; II OF EACH LOCATIONS A / I �_ I SPECIFIED �`\� ,� �I�_ SHOE PLATE ON PLAN DENOTED BY j1 I BREAK THE SYMBOL-* n m i t I I 11 11 11 11 Il 1 i I I / I (2) S12 S IIII S LL I!I i i I II II 11 II Ill I I 1 GIRDE' TO H R. IIII II II 11 11 II I I I II lil I I I I ----- JI_ I— I �I_ I _I _I_ S ^_ `T IIII A � � J i i II a II it II II II u q 1 I I IIII IT IS ALLOWABLE TO ELIMINATE U 1/2 � � ,,—-J ` II I II II II II II 1 I i // III I n I I I I _ __ _J I /, �� STUBBIES PROVIDED THAT ALL �.• 1 ATR I II II II II II II II II i /i S - THREAD RODS ARE PLACED AT 1 I I I I I I I 1 � I �s-- S I 1 1 I II II II II II II II II it I 1 I _ __ - Imo_ 11 7= THE STUBBIE SPACING SPECIFIED. l� A '� @ 8' C �\�� ATR' 5' o c 1 i 1 ti-- fti� II II II II II it II II L— —IJ sit$ (1) �VISTAI @� I J I^ JI_J1_ILJI-11_ILJI L � J L _ J , i i i F GIR )ER ND I I I ATR ATR LJ I _ � L J� ( Ws 's @ AM , �'i ii Pos w/(1) DQs; ; i GENERAL FULL LENGTH � T Pd� w/(1) LL ,,� III BASE I I i (1) MSTA24 @PORCH ATR LOCATIONS THR D ROEiii I I I H R TO POST w/(1) _,. ❑ I-— r- I I - S I ABU66 @ BASE. p U r t I ALL THREAD RODS (ATR's)TO BE F 0-11- I I aTR� __ _ T IL =- LOCATED AS FOLLOWS: J I 1 I I 1. 3/8" ATR's LOCATED @ SPACING [] I ISI^— II ATR'.s 5 Tr L _J I I I IIII Q�� j j O MT 2'S @ ACH it I SPECIFIED13 ON PLAN. PORTAL F ',AME Q 2. 3/8"ATR LOCATED WITHIN 2" OF mm W n I I I IN I I l AHMDT B E(1) III SEE DETAIL A/D2. END POST OF ONE SIDE OF EACH W lJ I I I IIII 0 Z _ I �/ IIII iii EXTERIOR CORNER. Q m (2) TS12' @ GIRDER 3. 3/8" ATR LOCATED EACH SIDE OF Q 1 1 Jilll III EACH PLATE HEIGHT CHANGE. U Q I I I IN I I - _J 1 T POST /(1) L II I ❑ I I I I IIII w I i - �, // - - -- I _J I- IIII m I ` / HREA ROD. III 4. 3/8" ATR LOCATED THROUGH nn �— CENTER OF UPPER TOP PLATE SPLICE ❑ LL li I I a I III OR EACH SIDE OF UPPER TOP PLATE Z Z I Fh I cn I—I IIII I I I (2) M #'s ISI SPLICE. Q ❑ Z IIII I GIR i-.R TO III (1) MSTA18 @ HDR 5. SPECIFIC LOCATIONS DENOTED BY U I I I IIII i I i 1 cx _ OST 1) A �� TO POST w/(1) THE FOLLOWING SYMBOLS: �. j I I I II!!i III Q - THRE RODD� STHD14 @ BASE. _ 3 g�� Q r 5/8 II I 1 r - / ATR ❑ I I I ATR II I II 1i2 0 = 1/2"ATR ❑ Q p I I 2) MT 2's @ RDER I i I 1 lit 5/8" ATR ATR N Z TO P ST w/( )ALL III L� I I I ATR w Q > TH EAD R III �` !=1 (1) MSTA18 @HDR m W --- --- -- t i I �� NOTE: SPECIFIC ATR LOCATIONS AT s6 0,( I I TO POST w/(1) _ kQ >� �I SHOWN @CORNERS OR TO SIDES OF I --- --- --- --- - I I 121'0 1 _-- _-- --� -^- -__�___ - - -- _� __ — �TUBqIES511,p ,(c II i STHD14 @BASE. OPENINGS TO BE LOCATED WITHIN 2" r- Q OF END OR KING POST. (2) M s III REFER TO DETAIL 8 TDD FOR FULL ---- --- ------� --- _--- ( �IRDE 0 HDR. II i / �� oe I � (2) S12 s @ GIR R REVISIONS LENGTH ATR DETAILS. (1) H8 @ END OST II I > TO TOP PLATE /(1) 1 I I HDQ8 @ BA E. - t 1 --------------- ATR's = = 5 PORTAL FRAME ATR's @ 8' o/c SEE DETAILA/TD2. DESIGNED BY: BAM STUBBIES @ 48" o/c Ir DRAWN BY: BCW LLL L�j CHECKED BY: BAM 1St F LOO R JOB NUMBER J7477 SHEET TD 1 FPROJEI, T ENGINEER A. FILE COPY ti* 64010 TIE-DOWN PLAN a c •, C) i ®®r v • • O R k SCALE: 1/4"=1'-0" °®i �r........ �'rrrnnie'te®e 3/31 / 15 GENERAL NOTES (REFER TO DETAIL SHEET CSD or TDD FOR THE FOLLOWING) • TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • HOLD-DOWN FASTENERS, ANCHOR IN 1300 WE TRUST DIAMETER AND EMBEDMENT. TR's @ 5' o/c • VISUAL REPRESENTATION OF ATR AND STUBBIE PLACEMENT. • CONVENTIONAL STRAPPING DETAILS. a mLOO TRUSS TO PLATE ® 00 (1) H8 @END POST - ----- CONNECTION SCHEDULE TO TOP PLATE W/(1) I I 00 CS22 @ BASE TO END U POST BELOW 'xI in I I i I o (1) H2.5T @ EACH TRUSS TO TOP PLATE OR ® "t I I i I m HEADER UNLESS DENOTED AS SHOWN 0 „ _ Q 0 OO O o H8 M LL Al RIS @ o/c I _____ T i -I W I �� z U_ LU -- (2) MTS1 's @GIRDER TO I i�— N I I (1) H8 (1) MTS12 W II II II II II I II II II POST w/( ) CS22'S @ BASE j I I I z u d II II II I P II II TCk W-BEL I I I OTHERWISE FOLLOW SPECIFIC IIII II II II II II I II II II I I �— I I i I II II II II II I II li li CALL OUT ON PLAN ii II II II I i I I I IIII JI_ I I J�_ _ I �I 11 (2) 12 @ IR ER I w III I II —I 4 -r it i i I I T P ST /(11 A L I NOTE: ALL UPLIFTS HAVE BEEN W III II II II II II I it II I I LL- H EA ROD. CALCULATED BY ENGINEER OF RECORD. z Q IIII II II II II II I II II I I � � UPLIFT VALUES REPORTED BY TRUSS IIII II II it II II I II II I I � SOFTWARE SHALL BE DISREGARDED. IF (� II II II II II I II II ►i �i S E DET IIL B/T ��, USING ALTERNATIVE CONNECTIONS II II it II II I II II I I �� w �i_u LL_j1_ _�� FIED, THE � II - --- -_- -- - --- -- -- �� - --- --- CONNECTIONS THAN EMUSTIEXCEEDTHE I CAPACITY SPECIFIEOF THE D ON THIS PLAN. '°�' � � I z OU C11 GENERAL STUBBIE 0- co LOCATIONS �- --- ---- — —_— - —_ F — O III �> I I� (SEE DETAIL 7/TDD FOR ALLOWABLE JJ.- Y I iLjSTUBBIE OPTIONS) ATR's @ 5' o/c u uj z II it III 0 � O O LO EACH SIDE SPACING OF EACH SPECIFIC V/ Ix, / SHOE PLATE SPECIFIED LOCATIONS oON PLAN 0 BREAK DENOTED BY � -- THE SYMBOL-* S n m EGET ILB2 � A, a _j ~ /TD ❑ U \\\ .// IT IS ALLOWABLE TO ELIMINATE a SE DETAI (2) M) 12' GIRD TO POST /(2 C 2's @ ASE THAT ALL T BE M BELO THREAD RODS AIRE PLA DED ED AT 1n/ L THE STUBBIE SPACING SPECIFIED. L7 II II z (11) MTS12's @ GIRDER I I i� ; GENERAL FULL LENGTH ATR L 'T'O END POST w/(1) LOCATIONS p Z I I �_� ,` I ALL THREAD RODS (ATR's)TO BE LOCATED AS FOLLOWS: J I I i I 1. 3/8"ATR's LOCATED @ SPACING [] I I i I SPECIFIED ON PLAN. < 3: I I I 2. 3/8" ATR LOCATED WITHIN 2" OF mm WW ❑ END POST OF ONE SIDE OF EACH _ -------------- 3. _ ____=__ EXTERIOR CORNER. a m _j > Z 3. 3/8" ATR LOCATED EACH SIDE OF v Q EACH PLATE HEIGHT CHANGE. p z 4. 3/8" ATR LOCATED THROUGH p n CENTER OF UPPER TOP PLATE SPLICE I.L OR EACH SIDE OF UPPER TOP PLATE z z ❑ SPLICE. ` , Q z 5. SPECIFIC LOCATIONS DENOTED BY Y. U THE FOLLOWING SYMBOLS: W = 3/8" ATR ❑ ❑ 2nd ! LOOR 1/2 1/2" [�] z Q a ATR 5/8 ATR W \ / t NOTE: SPECIFIC ATR LOCATIONS _j :DW SHOWN @ CORNERS OR TO SIDES OF —" (1) MSTA24 @EACH JACK TO OPENINGS TO BE LOCATED WITHIN 2" r- HEADER. OF END OR KING POST. REFER TO DETAIL 8/TDD FOR FULL LENGTH ATR DETAILS. REVISIONS �.k DESIGNED BY: BAM DRAWN BY: BCW CHECKED BY: BAM CLIP PER PLAN t (REFER TO DETAIL 5/TDD JOB NUMBER FOR GABLE CONDITION) J 7 4 7 7 ATTACH EVERY OTHER STUD TO TOP PLATE w/(1) 1/2"x7" EMBED EPDXIED ALL TSP AND TO FLOOR GIRDER SHEET ATTACH EACH STHD14 w/ = THREAD ROD w/2"x2"x3/16" (30) 16d SINKERS. IN THE BELOW w/ (1) MSTA18. WASHER. TD 2 EVENT THE STHD14 IS OMITTED OR THE STEMWALL FOUNDATION IS GREATER THAN (2) COURSES TALL, REFER TO FPROJEI, T ENGINEER THE STHD14 OPTION, FLOOR GIRDER �w�so�„I`,' DETAIL 11/FDD PER PLAN F I A. A40._ . P Y (TYPICAL EACH SIDE). Q1 ��C ENS�•;�9�� 9 ® 64010 - TIE-DOWN PLAN DETAIL A/TD2 : PORTAL FRAME DETAIL DETAIL B/TD2 ®�� '•�� s SCALE: 1/4"=1'4" ••+,' ;J�tV'/C �,`�`'�` I 3/31 / 15 MAXIMUM SPACING PER PLAN GENERAL NOTES (1) H8 OR (1) (1) H8 9R(1) TSP @ EVERY TSP @ EACH OTHER STUD STUD TO TOP 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET-XP" (-1 TO TOP PLATE n (� PLATE (� 2-PART EPDXY, INSTALLED PER MANUFACTURER's INSTRUCTIONS. 2. NAIL DIAMETERS: I I I I I I (1) FULL LENGTH 8d COMMON = .131 I II I I I I I I I I I I I ATR WITHIN 2" OF I I I I I I 16d SINKER= .148 IN 13 D WE TRUST I I I j j j j I I HEADER POST. I I I I I I i I 10d COMMON =.148 I I I I I I I I 16d COMMON =.162 I I I I I I I I I I I I i 1 3. IN THE EVENT THE SHEATHING IS APPLIED PRIOR TO INSTALLATION SEE FULL SEE FULL i SEE FULL SEE FULL I I I I 1 1 I I I I I I I I i I OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO 0� Lo I I LENGTH LENGTH I I 1 1 LENGTH LENGTH 1 1 � ATR DETAIL ATR DETAIL I I I I ATR DETAIL ATR DETAIL SUBSTITUTE A SPHR OR MSTA24 w/(6) 10d COMMON NAILS EACH SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED N co STUD/HEADER SIDE AND 2-1/2„ �NAILS ON SHEATHED SIDE. 4 >= 4. ATR MAXIMUM OUT-OF-PLUMB TOLERANCE: 1/4” PER FOOT OR 2" I I I I I I SEE FULL oo 1 1 1 1 I I E FULL 1 1 SEE FULL PER FLOOR LEVEL-WHICHEVER IS LESS. I I i I I I I LENGTH I LENGTH LENGTH 5. PROVIDE MIN. 2" EDGE DISTANCE FOR ALL 2x4 EXTERIOR WALLS ID -t 1 I I I I i I I PLATED CONDITION I I ATR DETAILI I ATR DETAIL 1 1 ATR DETAIL AND 3" EDGE DISTANCE FOR ALL OTHER WALL SIZES. o I I I I I I I SHOWN. NOTCHED I I I i I I 6. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. I I I I I I HEADER APPLIES. 7. IN THE EVENT A COUPLER 15 REQUIRED USE A LOW-CARBON STEEL 0 I I I 1 1 j j I I I I I I COUPLER w/MIN. 5/8"THREAD ENGAGEMENT FROM EACH ALL LL I I I I I I I I I I 1 1 I I THREAD ROD. I I I I I I I I I I I I LL I � — I I I I I I SEE I I I I j j SEE STUBBIE 1 1 I I I I STUBBIE I I II I I I I I _ F DETAIL I I I I I i DETAIL cn I I i t 1 1 I I I I I I I I D I I I I I I I I I I w - I i i i PORCH HDR WALL uSSlul �A iul I I I I I I I I i I j j LOW CARBON STEEL NUT E" I I i l i STUBBIE SPACING OVER 2"x2"x1/8" WASHER. I I I I l i I I I I 1 1 I I I 1 IF SPECIFIED ON PLAN. NOTE: INSTALL(1) ( ) CS22 I I NOTE: FULL LENGTH ATR TO BE INCLUDED STUBBIE WITHIN 8 1 I i i i (1) CS22 OF EACH SIDE OF IN STUBBIE SPACING. STUBBIES MAY BE ��' UPPERMOST TOP PLATE I I Lo w/ (7) 8d x 1-1/2 NAILS PER I I I I w/ (7) 8d x 1-1/2" NAILS PER I I ELIMINATED PROVIDED FULL LENGTH ATR's EACH SHOE PLATE ¢® I-- t[L END @ EVERY OTHER STUD i i END @ EACH STUD TO HDR I 1 (1) FULL LENGTH ARE SPACED AT SPECIFIED STUBBIE BREAK. 3/8" A307 STEEL ROD. Z 0i I I TO HDR BELOW (IN LINE I I I I BELOW. j j ATR WITHIN 2" OF SPACING. 0 qt WITH H8/TSP ABOVE). 1 I END POST, ONE IL Cy) SIDE OF CORNER. SET ROD IN 7/16" g 4/TDDALL THREAD ROD SYSTEM DETAIL BRUSHED AND 00 w I I I BLOWN HOLE. EPDXY nI ROOF BEARING WALL OVER HEADER BELOW ROOFBEARING WALL � SH OVERFLOW PLATE. ONTO w LOVER HEADER BELOW SHOE PLATE. 3/8" A307 STEEL ROD. z 0 (1) SPH4/6/8 @KING POST Lo(1) SPH4/6/8 @ KING POST i 1 I I I I DROP TOP GABLE END TRUSS. LOWEST SHOE PLATE II II II II TO TOP PLATE. TO TOP PLATE. PLATED CONDITION II II II SHOWN. NOTCHED II II II II HEADER APPLIES. i i i i i ; i BALLOON FRAMED GABLE ENDn m 0- ATTACH STUDS TO TOP PLATE w/(1) J I I I I I I I I H8 AND TO SHOE PLATE w/ (1) SSP @ t I i i t I I i 48" o/c MAX. ATTACH SHOE PLATE �� U I I I I I w/ 3/8"x6" EMBED EPDXIED ATR 3/8 ATR DETAIL ❑ I I I i t STUBBIES @ ATR/STUBBIE SPACING }- I I I I I I I I SPECIFIED ON PLAN. NOTE: IF I I i t i t I I OPTION 2 IS FOLLOWED, ATTACH U I I I I I I I TOP PLATE STRAPPING ON SAME B PORCH HDR @ WALL CORNER `� i i i i i i i I SIDE AS LTP4'S. ❑ z ——————— ——————— ——————— -.:. . OPTION 2 Z ATTACH TOP PLATE TO - _. . GABLE END BOTTOM LOW CARBON STEEL NUT U ,;x-- CHORD w/ LTP4's @ 5' o/c. OVER CUT WASHER OVER _J (1) MSTA24 @ EACH 3"x3"x1/8" SLOTTED WASHER. — v PORCH HDR TO COLUMN 'S (MIN. (2) MSTA24's PER UPPERMOST TOP PLATE -- - - ). w ❑ ..� - - _ COLUMN `OPTION 1 1/2" A307 STEEL ROD. W ATTACH TOR PLATE TO GABLE END O m J �- Q BOTTOM CHORD w/SIMPSON SDWC -_ - - - - - -_ - - - - - - -' `---- � OR 1/4"x6" SDS SCREWS @ 5' o/c. U Q PORCH POST, SET ROD IN 9/16" ❑ _ rn z W FOR OPENINGS GREATER THAN 5 BUT BRUSHED AND I-- U PORCH HDR,J SEE PLAN. NO LARGER THAN 18', INSTALL(2) BLOWN HOLE ❑ ❑ _ SEE PLAN. . EP 1 CS22 w 7 8d x 1 1 2 NAILSL(2) CS22 s w 7 8 - OXY( ) / ( ) / / ( ) d x 1 1/2 NAILS SCREWS EACH SIDE OF OPENING. TO OVERFLOW ONTO Z PER END @ BASE OF KING POST PER END @ BASE OF JACK/KING SHOE PLATE. Q ❑ Z TO BEAM/MDR BELOW. POST TO BEAM/HDR BELOW. 5 TD D — 1/2" A307 STEEL ROD. U / GABLE END TIE DOWN DETAIL m OPENING OVER HEADER / FLOOR BEAM OPENING OVER HEADER / FLOOR BEAM LOWEST PLATE Q Q , , J „ � ABu IIj 211 0 3 MIN. IF SHEATHING IS APPLIED MONWALL N z Q (1) H8 OR (1) (1) H8 OR (1) (12) 16d PER DETAIL C/FRD OR u 6��O. w > i H/FRD, ATTACH TRUSS TO W TSP @ EVERY TSP @ EACH 5/8" x 6" EMBED COMMON (.162) TOP PLATE PER PLAN ON T lO -J D — OTHER STUD STUD TO TOP EPDXIED ATR. x 3-1/2" NAILS. SHEATHED SIDE OF HEADER ,- nn LL i a- � r TO TOP PLATE PLATE 1`1 n �� IF SHEATHING IS NOT APPLIED PER Z 2 ATR DETAI L DETAIL C/FRD OR H/FRD, ATTACH TRUSS TO HEADER w/(1) MTS12. REVISIONS PORCH HDR @ POST FLUSH HEADER _ ----.-- THIS DETAIL APPLIES TO ALL WINDOW/PORCH HEADERS GREATER THAN 4' IN WIDTH. THIS _ DETAIL DOES NOT APPLY TO WALLS 3 a SUPPORTING A FLOOR SYSTEM ABOVE. - i (1) MSTA24 @ _ EACH PORCH HDR LOW CARBON STEEL NUT TO COLUMN (MIN. OVER DOUBLE 3"x3"x1/4" DESIGNED BY: BAM IF SHEATHING IS NOT APPLIED PER !! (2) M s PER IF SHEATHING IS APPLIED DETAIL C/FRD OR H/FRD, ATTACH EVERY ) ROUND HOLE WASHER. DRAWN BY: BCW COLUMMN).N). PER DETAIL C/FRD OR OTHER STUD TO TOP PLATE AND HEADER UPPERMOST TOP PLATE H/FRD, ATTACH TRUSS TO BELOW w/(1) H8 AND ATTACH TRUSS TO CHECKED BY: BAM TOP PLATE PER PLAN ON TOP PLATE ON SAME SIDE OF WALL. 5/8" A307 STEEL ROD. SHEATHED SIDE OF HEADER PORCH HDR, SET JOB NUMBER DROPPED HEADER ROD IN 11/16 SEE PLAN. BRUSHED AND 4 7 7 — ---- — - -- BLOWN HOLE. EPDXY _ _ - PORCH POST, 6/TDD HEADER STRAPPING DETAIL TO OVERFLOW ONTO SHEET -- - SEE PLAN. SHOE PLATE. 5/8" A307 STEEL ROD. 3/8"x6" TITEN HD ) LOWEST SHOE PLATE TDD (1) CS22 w/ (7) 8d x 1-1/2" NAILS (1) CS22 w/ (7) 8d x 1-1/2" NAILS ABU w/CUT WASHER 9 " II 15" @ PER END OR (1) MSTA24 @EVERY PER'END OR (1) MSTA24 @EVERY MONO. EXTERIOR (12) 16d 3/8 x6 EMBED 1/2 x7 CAST-IN-PLACE 8" INTERIOR I I WALLS PROJECT ENGINEER OTHER STUD TO BEAM BELOW(IN STUD TO BEAM BELOW. 5/8 x 6 EMBED COMMON (.162) EPDXIED ATR w/ J BOLT w/ NUT& CUT U ®oA"'M x 3-1 2 NAILS. LINE WITH H8/TSP ABOVE). EPDXIED ATR. / NUT& CUT WASHER WASHER ®oo®®yPs1 II 5/8" ATR DETAIL * ; o 6 10 PORCH HDR @ POST CORNER u ROOF BEARING WALL OVER RAISED FLOOR BEAM ROOF BEARING WALL OVER RAISED FLOOR BEAM OPTIONSFILE COPY W O; ST ,1/TDD CONVENTIONAL STRAPPING DETAILS 2/TDD CONVENTIONAL STRAPPING DETAILS 3/TDD PORCH HDR STRAPPING DETAILS 7/TDD STUBBIE OPTIONS 8/TDD FULL LENGTH ATR DETAILS /0NA%- r'eir ioi�l�tt° 3/31 / 1 5 31 13- _ LOT COVERA6E .'pI i 9 u � � p a.1j 1 AREA OF LOT=14,410 S.F. j3s FOOTPRINT OF HOUSE=3,205 S.F. PERCENTAGE OF COVERAGE Ej y$5 22.24% �� ';$6 ;•�0 _ ' ROPGIVnY�J � 6 � �MIW V46:155 FxI5r:H41£ cf for pvwlNi iO RgAp:IGE-W4E ro�ii4E Fxoxr�L cRlk"i u� 6 �— TYR"13"LOT 6RADIN6 #I� LJ --- REAR YARD SHALE 2 mfi N Oq°35'43"E 268.43' m a� a� 120.00'TO EASEMENT ———————_5BR.L --- — ———————————— - --�- FILE I i 1 II I -- — z � HI1wD 51REE a SCREEN WDLL l A'° on N ol Q 0 I -------- o 0 FRONT lm 9y c=a PORCH 1 PAVERED — �. X - --- -- - - N — PAVERED REAR ORA55.. . . . 1 O= PORCH :I PATIO r---- T r 1 PAVERED PAVERED 1 O 1 - -- - - -- 1 ---- ----- ILLI- y� __ GRA55 517E AGGF55 �I, ® ------ — — ---- PA JERED 1 1 atl � UA FIREPLACE PAVERED J I � �--- - --- _------ -- AIC, - ✓ 0 4b"HIGH WD.SCREEN WALL �•, �. � i sar enweiu - rw _ _ PORT O LES, O N Oq°35'43" E 255.58' V 120.00'TO EASEMENT Lu y TWO STORY RE5IDENGE l i t MAIN FIN,FLOOR X a u ELEV.IO.10 0 TYPE"8"DRAINAGE < v z F— �'�_ S I TE L A N 5 LOT 163 UNIT TWO °mss.: ANN gg ��,,��}} ��NN �� KBG/DH/BV ANT�0 BEACH,DUYALRGOUNT$Y,FLORIDA 0 SCALE 1/4"=I'—O" 4/13/15 Oa svpN .roe rue�se 3088 O Fo \� m 1 .� A2 10 ,