Loading...
HomeMy WebLinkAbout2310 Blue Grouse Ln 18-1087; PLAN ALTERATION SFHCOUNTY OF SEMINOLE `OK 7 c IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 DATE: March 09, 2018 15-5BUILDING APPLICATION #: 18-10000219 BUILDING PERMIT NUMBER: 18-10000219 UNIT ADDRESS: BLUE GROUSE LANE 2316 LOT 54 17-20-31-502-0000-0540 0 �2_5q,4 TRAFFIC ZONE:022 JURISDICTION: SEC. TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2316 BLUE GROUSE LANE / LOT 54 / WYNDHAM PRESERVE / SFR -------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE -------------------------------------------------------------------------------- UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A .00 DRAINAGE N/A .00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT U i 1101 EAST FIRST STREET SANFORD, FL 32771 (1 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT , ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Revision C9 Response to Comments 1 Permit City of Sanford ;, Building & Fire Prevention Division JUIN1 0 ' Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov J.7 SUbnlittal Date 'i g Project Address: LC , % (�I �, Q (77T JL Contact: Ph: (-f es :k- y (-�)I ( k ( Fax: Email 24ac .c r\ P rYx PJ �-�Qrr�es , L or -YA Trades encompassed in revision: 1111-�uuilding ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water General description of revision: -tom 0 q f Lo ROUTING INFORMATION Approvals t Ok to construct single family home ❑ Planning ��pn\� with setbacks and impervious area shown on plan. v • 9 ❑ Engineering z0q 6 beckcoy%— S, ❑ Fire Prevention �Buildg INDEX, GEINJERAL NOTES: 1 CONTRACTORS SHALL VERIFY ALL CONDITIONS AND FL 0.1 .1 SLAB PLAN'S' ` DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION FL 1.1 FLOOR PLAN'S' BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO THE BUILDER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, FL 4.1 SECTIONS REGULATIONS, AND FHA/VA MPS. FL 5.1 ELEVATIONS'S' 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 5.1.1 ROOF PLAN'S' 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION FL 6.1 UTILITY PLANS'S' WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE D-1 DETAILS STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -6TH EDITION (2017) RESIDENTIAL AND ASTM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTAHCED WITH 1 1/2 INCH 11 GUAGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GUAGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GUAGE CORROSION - RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINUMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. 6TH EDITION (2017) WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION (2017) RESISDENTIAL OR IN ACCORDANCE WITH ASTM C 926. JUN 14 2018 w N p _ ,ter MULHERN+KULP =_13 �(e residential structural engineeringL �D 55. 6 001 outh Maplesmuthemkulp.com treet Suite 150 - Ambler, PA 19002 ��` `a . ✓ ,b.° Muhan + Ywo ks ro eft� ft pW 'X,w=SqE DATE: .18 FOR REVIEW REVISION LOG REV. DBROCHURE ENGINEERINGESCRIPTION DRAWN BY DATE SHEETS AFFECTED REQUIRED REQUIRED 1. F DIVISION REQUESTED REVISIONS. 02-01-18 Y/N Y/N vts-VIS11 REVISIONS: I These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION .--7 LAST SAVED BY: SHEET NO: LOT 54FL T-1 I GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2017 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE JUN 14 2018 MULHERN+KULPs ,' No 77824 '., residential structural engineering; W» 20 South Maple Street, Suite 150 • Ambler, PA 19002 '��•" p215.646.8001 • mulhemkulp.cam sem ,°',f OF Mulh� 04 k?4uawl «y am has 14 wca te to Ma*ff &6f:1i rs. 0 I. fb W. 38'-0" 12'_4° 10'_0" O N PATIO SLAB aA10 LU if) m W n � a 0 VERIFY UNDERSLAB o •= CONDUIT AT N N KITCHEN ISLAND r VIA J II 14'-8 1/4" a MAIN SLAB N I� II F............... _� «' _ _...................... 11 NOTE: EXTERIOR WALLS ARE DIMENSIONED TO I I OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. ` :......-..I- VERIFY ALL GRADE NOTE: LOCATED GRADE w BEAM LOCATIONS UNDER ALL LOAD r~ I a( 1 — I`JI — PRIOR TO POURING BEARING WALLS OF CONCRETE.— I I I ___ L1_._.......__ ........ _ I _ N Q [ rL= =L ._...... _. J I r/////, r-"-' IT111", , II li it 3 tIi I it ii i II l:i Il 1I I 1 ii it II II II li 1': 1 II I\ II if 11 If l it I Ill II Il 1 II 13 it 1€ II Ill II it 1 lI II 11 I WH — r rj I i fe T_2„ GARAGE SLAB o ' r -- REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS F2 W IZ O PORCH SLAB----__ W REINFORCE PER LOCAL CODE AND ENGINEER'S 11 0 00 LO SPECIFICATIONSLj F1 I 12'-0" 6' 0" V-10" 164" 18'-0" 20'-0" 38'-0" SLAB PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 0 �Y O N aA10 LU if) m Q0 � a ci LID o g N N N r J a N ISSUE DATE: 03.19.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION [71� LAST SAVED BY: z O 1k aA10 LU if) m a � a ci m o g N N ZI Q J a SHEET NO: FL 0.1.1 f I W .� W 0 z ISSUE DATE: 03.19.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL e� i ti A SHEET N0: FL e� BUILDING SECTION 'S' 1 �"_ 1W = 1'-0" AT 22"XW LAYOUT 118"= 1'-0" AT 11" X 17" LAYOUT PL. HT. DW. HT. :IN. FLR. R T.O.B. DW. HT. ?IN. FLR. 70 i4 70 w No 7r 174 , � ;+r MULHERN+KULP== f ._ residential structural engineering , 'r+u IF ,�'�a Z:- 20 :20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhentkulp.comNAL 1, Mulrtm+Kup IFisptanforstnxWreadjadhas rotre*mdartydui wwdonrdaWtodadsrym ISSUE DATE: 03.19.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 4,11 ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 I 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E18 PROVIDE GUARDRAIL PER STATE AND LOCAL CODES E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 00 0 o= 0 N �12 5 V" N T FASCIA 12 -� 5 _ 2ND FLOOR PL. HT. -2ND FL. WDW. HT. _..__.._..._..._ ....................... . - ---.. ........ _..... _... _.......... .... :. _ _.. _ NOTES: ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE ..... -------- __ ._ _..._..__ _ ....-._..,._.__.._._. D-1 --- THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN C 12 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE .._..... -........ ......_.._......._..._..._...-- ......... _..__....---- - --......__......__ -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE - -3.5 BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL ; �12 5 V" N T FASCIA 12 -� 5 _ 2ND FLOOR PL. HT. -2ND FL. WDW. HT. _..__.._..._..._ ....................... . - ---.. ........ _..... _... _.......... .... :. _ _.. _ NOTES: ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE ..... -------- __ ._ _..._..__ _ ....-._..,._.__.._._. D-1 --- THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN w 12 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE .._..... -........ ......_.._......._..._..._...-- ......... _..__....---- - --......__......__ -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE - -3.5 BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL ; -WINDOW HEAD HEIGHTS: w 1 - 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 6'-8" U.N.O. ON ELEVATIONS J 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. a' -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS 1ST FL. WDW. HT. SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. N �12 5 V" N T FASCIA 12 -� 5 _ 2ND FLOOR PL. HT. -2ND FL. WDW. HT. _..__.._..._..._ ....................... . - ---.. ........ _..... _... _.......... .... :. _ _.. _ ... ... .... 1011E16 ..... -------- __ ._ _..._..__ _ ....-._..,._.__.._._. D-1 --- w 12 _ ............... ..._._..._............ _.._.... _...... _........................ .._..------ ....... ...... _....... ._........ __.._......._ .._..... -........ ......_.._......._..._..._...-- ......... _..__....---- - --......__......__ ......... ............ _..-..... _................ ............................ _......---.......... -._._..._..... _._...... ._...._.__........_.. - -3.5 2ND FLOOR FIN. FLR. rn ; o w 1 - I w a� J 811 SMOOTH E1 9 a' 1ST FL. WDW. HT. N - 1 ST FLOOR FIN. FLR. LEFT ELEVATIONS 3 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8`_- V-0" AT 11 " X 17" LAYOUT 2-- 5 12 `_J 5 N r LO 6" FASGIAEI6 -- -- -- ---... _......... .._ - ---..................... �_... . - --- - --- .._......._.._........._...___.._...................--_.._. - _ _ _ 2ND FLOOR PL. HT. 2ND FL. WDW. HT. .-_............._..__ _ -.._._...._..-.__............................................._-............_................-._._..... - --- _.....__......_.---.___.- ---- __.__......_..._.............. 0 O co - ..__... _......_..._._....... -... - ._...-. - -...._ _....._..- --....... .................................. _..........._....._.............. _.............._.._...__...---..._................................... E 13 ac-- - -- -._1 ............... ..........._._..__.._...... ............_.._...____. ..._..... _..............__ - -- _..........................D-.............------._.._........__... 101; -.._......_._.....__...:...................-....... ........................................... -... ---.._.............._._... _.......... ..... _... _...... ---.................. E1 6 a_......_....- ---.._._...._..._._........__._._._....._ .... _.............. ..._.......................... ...... _... ._...... ..........._........................................ _....__.............. ................................. . N 3.5 2ND FLOOR FIN . FLR. _......_._.__._.......... _....... ............................ ..... ....... __................... ......... .._...__....._--__...._..__..................................._--_____......_._.... _._..._... +_.......... _...._...._.--._..__._...__..__..._.............................................. .............................................. _... ---__ —__.._......._._.... _... ..._----........... ._... - 1 ST FLOOR T.O.B. 1 ST FL. WDW. HT. ? © N Q , d m aN m u E22 CC) O m s ; IL O cq ; •F ' ., . •I > .. R .. , ' _ ` 1. , _ • e t` — ' A ' <. .. . , , r , ..• „• - - • - - _• - - . � _ - 1ST FLOOR FIN. FLR. RIGHT ELEVATION 'S' 1 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT JUN 14 2018 NO 77824 MULHERN+KULP residential structural engineering's ST 7!-= ga. 20 South Maple Street, Suite 150 • Ambler, PA 15002 p215.646.8001 • mulhemkulp.com �', Kv-- Muhem + Kdp has r fa shuciure ony and fes not reviewed arty Wa iWaM PeW to Ww dMorft SHUTTERS _ ATTACHED TO EXT. WALL FACE W/ TRIM TO LO MATCH WINDOWS 12 12 6"E16 12 12 5 5 FASGIA -�'�: 5 5 FRIEZE E16 2ND FLOOR PL. HT. _...._.__�_._.....:.:..:.,.:;........ ____.... __...... .....:::::_.:................_....................-. �Nn Fi wnw gar E15 E Lu r r� ........................ ...____.._._.-....__........._......................................... _. __..._...... _.._._.._...... _.... __......... _..... _........ ...... ............_............................._............___.._........___.._..____ N - - - - — -._ ............. ....._..........____.......__ N - __ 2ND FLOOR FIN. FLR. - - - - 4__ ^ _ - - - `' 1 ST FLOOR T.O.B. 1 ST FL. WDW. HT. At 919 SMOOTH �I ❑CIA 'It u a E17 16" X 48" _ - N m I I IF:-] 1:1 1:1 El F 11171 zit -, W c0 m o? OFE 11 F 4" OEIFEI" C _I [E19 SMOOTH E22 E El 1E] FFI_ 171 F71ml EDE]., L -. z 8 - E19 SMOOTH SMOOTHEI9 4" - SMOOTHEI9 1 ST FLOOR FIN. FLR. FRONT ELEVATIONS 1� J 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 12 12 5 � ��A 5 N_ FASO 2ND FLOOR PL. HT. - 2ND FL. WDW. HT. Af 701 2ND FLOOR FIN. FLR. 1 ST FLOOR T.O.B. ®1 _ 1 ST FL. WDW. HT. 1 ST FLOOR FIN. FLR. mom 02 REAR ELEVATIONS 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ISSUE DATE: 03.19,18 FOR REVIEW REVISIONS. These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION FAST SAVED BY: Z �O i U a r� ........................ ...____.._._.-....__........._......................................... _. __..._...... _.._._.._...... _.... __......... _..... _........ ...... ............_............................._............___.._........___.._..____ N - - - - — -._ ............. ....._..........____.......__ N - __ 2ND FLOOR FIN. FLR. - - - - 4__ ^ _ - - - `' 1 ST FLOOR T.O.B. 1 ST FL. WDW. HT. At 919 SMOOTH �I ❑CIA 'It u a E17 16" X 48" _ - N m I I IF:-] 1:1 1:1 El F 11171 zit -, W c0 m o? OFE 11 F 4" OEIFEI" C _I [E19 SMOOTH E22 E El 1E] FFI_ 171 F71ml EDE]., L -. z 8 - E19 SMOOTH SMOOTHEI9 4" - SMOOTHEI9 1 ST FLOOR FIN. FLR. FRONT ELEVATIONS 1� J 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 12 12 5 � ��A 5 N_ FASO 2ND FLOOR PL. HT. - 2ND FL. WDW. HT. Af 701 2ND FLOOR FIN. FLR. 1 ST FLOOR T.O.B. ®1 _ 1 ST FL. WDW. HT. 1 ST FLOOR FIN. FLR. mom 02 REAR ELEVATIONS 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ISSUE DATE: 03.19,18 FOR REVIEW REVISIONS. These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION FAST SAVED BY: Z �O U a w N m Z ° �n rn ; o w N I w a� J a' SHEET NO: FL A I I ul Q W 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE NET AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET FREE VENTILATION OF THE VENT PRODUCT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL AREA 2 BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY OWNER. FREE AIR MOVEMENT AS REQUIRED BY THE VERIFY WITH MANUFACTURER OF HIGH AND LOW VENTS TO BUILDING OFFICIAL. BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE 38.40 inz REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE ALL OVERLAP FRAMED ROOF AREAS SHALL INSULATION STOP SUCH THAT INSULATION DOES NOT HAVE OPENINGS BETWEEN THE ADJACENT OBSTRUCT FREE AIR MOVEMENT AS REQUIRED BY THE ATTICS IN THE ROOF SHEATHING (AS ALLOWED BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET 2017 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODES. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2017 FLORIDA BUILDING CODES. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALLS AN STREET OR APPROVED DRAINAGE FACILITY. SHOP DRAWING TO THE BUILDER'S GENERAL CONTRACTOR AND DASHED LINES INDICATE WALL BELOW. BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATIONS. LOCATE GUTTER AND DOWNSPOUTS PER ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. JUN 14 2018 0 77 94 MULHERN+KULP'�' 'x S f ft residential structural engineering 3t': $i :FE F : to 20 South Maple Street, Suite 150 • Ambler, PA 19002.�,� p215.646.8001 • mulhernkulp.com '�'�' �, rJ Men+ Kuri les rekrtd U* fan for 5t uchra ody and has rut W h ed arty oda idomdm rdated m de &dpGn iF AREA 1 5:12 ...... _ LOMANCO 770-D, INSTALL PER MANUFACTURER INSTRUCTIONS, d LOCATION PER BUILDER RIDiGE 5:12 ep 5:12 r r...._.._ _ ....... ..._ ... ® .. _ — _ _ _ t W 15'-10" I 6'-4" I 15'-10" ox 6° TIGHT r > I RAKE ' AREA 2 2 TIGHT ua LL®a__omRAKE �--o___. ®o__®�.._—o___o®—__ ( ®. 6" w TIGHT �, > RAKE T w ROOF PLAN'S' (1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ISSUE DATE; 03.19.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z� ROOF VENT CALC. ELEV. 'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1216 SF 291.84 int Q 583.68 int AREA 2 143 SF 34.40 int I � 68.80 int AREA 3 180 SF 19.20 inz 38.40 inz JUN 14 2018 0 77 94 MULHERN+KULP'�' 'x S f ft residential structural engineering 3t': $i :FE F : to 20 South Maple Street, Suite 150 • Ambler, PA 19002.�,� p215.646.8001 • mulhernkulp.com '�'�' �, rJ Men+ Kuri les rekrtd U* fan for 5t uchra ody and has rut W h ed arty oda idomdm rdated m de &dpGn iF AREA 1 5:12 ...... _ LOMANCO 770-D, INSTALL PER MANUFACTURER INSTRUCTIONS, d LOCATION PER BUILDER RIDiGE 5:12 ep 5:12 r r...._.._ _ ....... ..._ ... ® .. _ — _ _ _ t W 15'-10" I 6'-4" I 15'-10" ox 6° TIGHT r > I RAKE ' AREA 2 2 TIGHT ua LL®a__omRAKE �--o___. ®o__®�.._—o___o®—__ ( ®. 6" w TIGHT �, > RAKE T w ROOF PLAN'S' (1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ISSUE DATE; 03.19.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z� 0 U Q W N m Q � a I � LL Ncc 0 Z Q J CL SHEET NO: FL 5A.1 STANDARD ELECTRICAL BOX HEIGHTS 30" HIGH VAN ITY CABINET SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR UTILITY PLAN 1S1 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT WP/GFI AT A/C COND. A/C DISCONNECT TELEPHONE/ TELEVISION _ SERVICE BOXI SERVICE PANEL/ ELECTRIC METER WP/GFI WP/GFI FIB F M � 3 " I I TV 1 FAM I LY - 9' -4' CLG. GFII DINING\ I 9'-4" CL G. PANTRY W P9 l..I 1 - u II II a i, i r _ ii I _�. ��- � ♦� II II TO LIGHT it II III I GFI GFI t / E� 3 Ii SII _ II FIXTURE_ II III II / SERVICE ` H REC II ABBE u l I nl p u I . li I u II II II .I a IiI cU IIS- CH PANEL / r PUMP II � II II !I Ii II II i I! II I / I F LEE .X. 9'-4" CLG, NOTES: LEGEND: W Q � LLJ X PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS,FLUORESCENT DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DTECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. DUPLEX OUTLET _u- CEILING MOUNTED INCANDESCENT-- LIGHT FIXTURE CHIMES �/ Q V v CEILING FAN (PROVIDE ADEQUATE SUPPORT) = QQ X LL� U 110V SMOKE DETECTOR so HARDWIRED AND INTER -CEILING CONNECTED W/ BATTERY BACK-UP z FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ri h NF1 GROUND -FAULT CIRCUIT -INTERRUPTER I I DUPLEX OUTLET - RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) =VAPOR PROOF p ¢ � tzOT --v 220 VOLT OUTLET Q z O w cc Cl) TELEPHONE LLJ w 1/4" WATER STUB OUT ¢z_ LIGHT FIXTURE s THREE-WAY SWITCH ELECTRIC METER WALL SCONCE ¢z om d c O� m ¢ f FD z a w 0 z w �� cn L w_ Z 0 i� Co 0 w Z ~ Q 0 F— w 0 U' CD ww = O M T W < Q LL 0 E FU 0 R 0 STANDARD ELECTRICAL BOX HEIGHTS 30" HIGH VAN ITY CABINET SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR UTILITY PLAN 1S1 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT WP/GFI AT A/C COND. A/C DISCONNECT TELEPHONE/ TELEVISION _ SERVICE BOXI SERVICE PANEL/ ELECTRIC METER WP/GFI WP/GFI FIB F M � 3 " I I TV 1 FAM I LY - 9' -4' CLG. GFII DINING\ I 9'-4" CL G. PANTRY W P9 l..I 1 - u II II a i, i r _ ii I _�. ��- � ♦� II II TO LIGHT it II III I GFI GFI t / E� 3 Ii SII _ II FIXTURE_ II III II / SERVICE ` H REC II ABBE u l I nl p u I . li I u II II II .I a IiI cU IIS- CH PANEL / r PUMP II � II II !I Ii II II i I! II I / I F LEE .X. 9'-4" CLG, NOTES: LEGEND: 'U PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS,FLUORESCENT DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DTECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. DUPLEX OUTLET Z CEILING MOUNTED INCANDESCENT-- LIGHT FIXTURE CHIMES �/ Q V v CEILING FAN (PROVIDE ADEQUATE SUPPORT) n PUSHBUTTON SWITCH EXTRA DUTY WEATHERPROOF GFI wp"" DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR so HARDWIRED AND INTER -CEILING CONNECTED W/ BATTERY BACK-UP > �/ v FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) ri h NF1 GROUND -FAULT CIRCUIT -INTERRUPTER I I DUPLEX OUTLET - RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) =VAPOR PROOF CO2 DETECTOR co HARDWIRED AND INTER CONNECTED W/ BATTER BACK-UP HALF -SWITCHED DUPLEX OUTLET GAS SUPPLY WITH VALVE --v 220 VOLT OUTLET (� EXHAUST FAN (VENT TO EXTERIOR) REINFORCED JUNCTION BOX THERMOSTAT P tau HOSE BIBB _�- EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) TELEPHONE WALL SWITCH CW 1/4" WATER STUB OUT TTELEVISION LIGHT FIXTURE s THREE-WAY SWITCH ELECTRIC METER WALL SCONCE a FOUR-WAY SWITCH TECH HUB SYSTEM �� ELECTRIC PANEL DISCONNECT SWITCH ELEC. WATER I HEATER I I KEYLESS KEYL�SS DO DEDICATEDhT \ 71\ CIRCUIT HBL i WP/GFI I GARAGE \, fel �i POMC COACH LIGHT- - —--------------------- - FIRST FLOOR UTILITY PLAN'S' U 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT CZ '"" w O T ISSUE DATE: 03.19.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION L -F LAST SAVED BY: Z' 'U m Z L0 a � F 0 N Z Q a SHEET NO: FL 6,11 JUN 14 2018 MULHERN+KULP- 3�;' 0 24 residential structural engineering - 20 South Maple Street, Suite 150 • Ambler, PA 19002`,� c T' { F . d p215.646.8001 • mulhemkulp.com •, `,, Cr *k:� 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING HOUSE WRAP EXTERIOR SHEATHING Z -FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK J -CHANNEL STUCCO STOP 5/8" TEXTURED STUCCO OVER BLOCK W/ STUCCO @ PERPENDICULAR TO WALL FL. TRUSSES- tV-0" AT 22"X34" LAYOUT 12 = 1'-0" AT 11" X 17" LAYOUT CZ W ® W O ISSUE DATE: 03.19.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION FAST SAVE® BY: C J SHEET NO: D-1 CONNECTION SPEGIPIGATIDNS (TYP. U.N.O.) DE5GRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO J015T/BLK'6. (1) NAIL @ 4" ox_ (1) NAIL @ 4" o.c. STUD TO SOLE PLATE (2) TOENAILS (3) TOENAILS* "FOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS @ 6" o.c. TOENAILS ®6" o.c.* BLK'G. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS @ 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS @ 24" ox_ NAILS @ I6" o.c. DOUBLE TOP PLATE LAP 5PLIGE NAILS IN LAPPED AREA II) NAILS IN LAPPED AREA TOP PLATE LAP 0 6ORNER5 4 INTERSEGTING WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGING OR NUMBER OF NAILS (ONLY AGGEPTABLE WHERE * ARE SHOWN) FLOOR FRAMING I-JO15T5/TRU55E5 SHALL BE DESIGNED BY MANUF, TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION GRITERIA, • ALL METAL HANGERS SHALL BE SPEGIFIED BY I -JOIST /TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOI5T/TRUSS SHOP DWG5. SHALL BE SUBMITTED TO ARCH, 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR SHE=ATHING SHALL BE 23/32" GONFORMING TO P52-04, 24" U.C., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN SHEA.FHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS 9 6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR. � SHEAR WALL SHEATH I N6 SPEG I F I GAT I ONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING SPEGIFIGATIONS BEYOND THAT OF STANDARD GON5TRUGTION 5YMB0L 5HEAR PANEL 5PEG, 7/16" PLYWOOD OP 05B FASTENED w/ PI 2Y2 "x0.131" NAILS @ 6" o.G. ALONG PANEL EDGES AND 12" o r . IN THE PANEL FIELD. 7/16" PLYWOOD OR OSB FASTENED W P3 2y9"x0.131 " NAILS @ 3" o.c. ALONG PANEL EDGES AND 12" acG. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REOUIREMENT5: SHEATH ALL EXTERIOR WOOD FRAMED WALLS N/ 1/16" PLYWOOD OR 05B FASTENED N/ 2/12"x0.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OGCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMING @ 16"o,G• MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE GONTINUOU5 FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR HALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER N/ %"x0.131" NAILS @ 16"o.G. USE (8) 3611x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALYSIS ASSUMES ALL INTERIOR SHEAR HALLS AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS, 6, SEE ARGHITEGTURAL DRAWIN65 FOR ADD'L WALL GONSTRUGTION REQUIREMENTS. 1 ALL EXTERIOR WALLS CONSIDERED FOR SHEAR HALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMING • 5EE ROOF "TRU% UPLIFT GONNEGTOR 56HEDULE FOR ALL ROOF TRUS5 GONNEGTOR5. • ROOF SHEATHING SHALL BE -1/16" MIN. 05B/PLYWOOD SHEATHING 24/(1, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 %`0.113" RING SHANK NAILS (R5RS-01 OR EOUIV.) @ 6" U.G. AT PANEL EDGES 1 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRUSSES N/ RING SHANK NAILS @ 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY SETS. FASTEN EACH END To TRU55 BELOW N/ U5P MTWI2 AND (2) 3"0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TRU55 MANUFAcrURER, UNLESS OTHERWISE NOTED. • ROOF TRUSS SHOP DWG5. SHALL BE SUBMITTED TO ARCH 4 ENG, FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SJPPOR F PORCH 4 SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER FA5TENED TO FRAMING w/(2) 3"0.131" NAILS O 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRUSS GONNEGTOR 51MP50N HTT-4 HOLD-DOWN (w/ 55T[316 A.B.) LENGTH SIMF50N M5TG66 STRAP "FIE (24" END LENGTH) (M5TG66B3 ALTERNATE) H4* < 15' SIMPSON H2.5A SINGLE ROOF TRU55 BEARING ON 5PAN HEADER WOOD STUD WALL/WOOD BEAM (2)2x8 5PF OR 5YP #2 W/ FI4x& 3.5"x5.5" AFP 1.6E SHORT > 15' SIMPSON HIDA ROOF GIRDER TRUSS BEARING ON ALL SIMP50N HT520 WOOD STUD NALL/NOOD BEAM H4x10 3.5"xqi 5" AFP 1.6E SHORT SINGLE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU NALL (2)2xl 2 2x12 SPF OR 5'(P #2 N/ ROOF GIRDER TRU55 OR FLUSH ALL (2) SIMPSON HE'rAl& BEAM BEARING ON GMU WALL 5PAN HEADER ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR AS LISTED ABOVE. HOLD -ROAN SCHEDULE SYMBOL 5PEGIFIGATION ® HD-1 51MP50N HTT-4 HOLD-DOWN (w/ 55T[316 A.B.) HD -2 SIMF50N M5TG66 STRAP "FIE (24" END LENGTH) (M5TG66B3 ALTERNATE) H4* LEGEND • []rrrrr rL rrrn INTERIOR BEARING WALL BEARING WALL ABOVE • _ BEAM / HEADER • ® LOCATION AND EXTENT OF SHEAR WALL EXTENT OF OVERFRAMING tom•_ _ _•.�, INDIGATE5 LOGATION OF REINFORGED GMU GORE (SEE NOTES) J L METAL HANGER INDI6ATE5 POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. HEADER 505TITUTION SCHEDULE LABEL DE5GRIPTION LABEL DESCRIPTION (2)2x& (2)2x6 5PF OR 5f P 92 W/ H4* 55"Z.5' AFP 1.6E .SHORT CDE 1/2" PLYWD FLITGH PLATE 5PAN HEADER (2)2x6 (2)2x8 5PF OR 5YP #2 W/ FI4x& 3.5"x5.5" AFP 1.6E SHORT LO 1/2" PLYWD FLITCH PLATE co 5PAN HEADER (2)2x10 (2)2x10 5PF OR 5'(P 02 W/ H4x10 3.5"xqi 5" AFP 1.6E SHORT ao 1/2" PLYWD FLITCH PLATE SPAN HEADED. (2)2xl 2 2x12 SPF OR 5'(P #2 N/ H4x10 '-'".5" AFP I.6E 5HORT I/2" PLYND FLITCH PLATE 5PAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLANS, ANTHONY FOREST PRODUGT5 (AFP) 1.6E SHORTSPAN HEADER5 MAY BE 51J155TRUTED PER THE HEADER 505TITUTION 5GHEDULE ABOVE. 2. AFP 1.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 psi, Fb = 1,500 p51, Fv = 115 psi, Fc -perp = 650 psi. 3. AFP IbE 5HORT5PAN HEADER5 MAY NOT BE SUBSTITUTED NHERE BIJILT-UP LVL HEADERS ARE 5PEGIFIED ON THE PLANS. 4. REFER To THE STANDARD HEADER NOTES NITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DESIGNED IN ACGORDANGE loll TH THE 6th EDITION (2017) FLORIDA BUILDING CODE (SEGTI ON 160q) LATERAL DES 16N REQUIREMENTS FOR THE FOLLOWIN6 COMMUNITIES ONLY: 40 MPH - EXP. G WH SPER N6 R D6E ST- �AME5 GRO E N6 5HEARWATER E5TAT5 WYNDHAM PRESERVE -- BR.I556N E GHERR'r LAKE LAND N6 HIDDEN LAKE ESTATES ANY COMMUNITY NOT LISTED HERE REOU I RES FORMAL EVALUATION a APPROVAL FROM MULHERN � KULP STRUGTURAL EN61 NEER I N6. GENERAL, 5TRUGTURAL NOTE5 • DE510-N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE510-N LOADS: ROOF LIVE = 20 P5F DEAD = � P5F T,G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDING STAIRS) = 30 PSF @ SLEEPING AREAS = 50 PSF @ GARAGE DEAD = 10 PSF (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RI5K GATEGORY II GENERAL FRAMING • EXTERIOR. WOOD STUD BEARING WALL5 SHALL BE 2x4 SPF#2 OR 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEAf;ING HALLS SHALL BE 2x4 5PF OR 5YP STUD' GRADE LUMBER �� 16" O.G., OR BETTER (TYP, U.N.O. ON PLANS). • ALL INTERIOR SHEARWALL5 SHALL BE CON5TRJGTED WITH 2x 'STUD' GRADE MEMBERS SPAGED © 16" O.G. (MAX.). • ALL NON-BEARING INTERIOR 5TUD HALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS 5PA6ED 0 24" O.G. (MAX.). 51NO-LE TOP PLATES ALLOWED PER R60222.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD � (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUD5 5PEGIFIED AT A 5UPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O., • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADER5 W/ 3-ROW5 OF 3"x0.131" NAILS © 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 3 -PLY OR MORE 6ONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x P05T5 W/ 3"0.131" NAILS o 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 0 3 -PLY OR MORE GONDITION5. • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL 6ONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 7/16" OSB FASTENED N/ 2Y2"x0.131" NAILS @ 6" O.G. @ EDGES 4 12" U.G. @ GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR. SYSTEM UNDER ALL P05T5 GONTINUOU5 To FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 p5l; Fv=285 psi; E=2,0xW6> psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"x0.131" NAILS o 6" 0/0 OR 2 ROW5Y4"x3Yz" 5IMP50N 5D5 5GREW5 (OR �/2" TRU55LOK 56REW5) o 16" 0/6. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/56REW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAM5 ARE AGGEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"x6" 51MP50N 5D5 5CP.EW5 (OK 6 3/4" TRUSSLOK 5GREW5) @ 16" O/C. U5E A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 56REW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID I" BEAM 15 AGGEPTABLE. • ALL EXTERIOR 4X4 WOOD P05T5 SHALL HAVE 51MP5oN PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN GONTAGT N/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG TAP6ON5 @ 24" O.G. seal. 6/14/2018 G. 77 JUN 14 2018 © copyright �MULIiER�I�&�f���� Structural Engineering, Inc. M&K project number. 181-16005 project mgr: S D r drawn by: JAI issue date: 10-24-16 REVISIONS: date: initial: 01-31-17 SDI (D O M 12-11-17 Q 05-29-18 CDE L U LO co N t0 V) • Iv ao �70 N a) cn F4 N q Q M&K project number. 181-16005 project mgr: S D r drawn by: JAI issue date: 10-24-16 REVISIONS: date: initial: 01-31-17 SDI 06-05-17 JTS 12-11-17 MK 05-29-18 JTS 1 1 1 1 W H O J LLI LO O Q � a, o sheet: 1 1 1 1 m 8" CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER �/4" (I) #5 FROM FTG. TO FURR 5TRI P5 BOND BEAM. SPLICE TO BE MIN. 30' 3Yz" GONG. SLAB vil GROUT CELL SOLID WWF OR FIBERME5H N I REINF. OVER 6 MIL. VAPOR DARRIER GRADE 1 1 1=111=1 1=I1117 —III—I I I_I I I II I II � , . �. • ..' ' •; I—III—III—III_ -� '—IIFid II—IIII—TI—II1= �[=11E1I HE GLEAN—/ it I II MONOLITHIC COMPACTED FILL I,_0„ FOUNDATION W/ o q5% 5TANDARD — (2) #5 HORIZ. DENSITY MIH CONT. ON CHAIRS (-3" MIN. COVER) WHERE 2ND 5TOR'r OCCURS F r6. SHALL BE I'-4" WIDE v+/ (2) #5 BAR5 00TING 5E0TION W/ 111OCK DETAIL �eALE: NT5 NON -LOAD BrR6, WALL 6ARA6E INTERIOR OFFSET FOOTING NONBEARING DETAIL 5GALE: NT5 Y4" REGE55 o 5LIDING OLA55 DR. 51LL FORME SLOPE PROVIDE 30" SILL FORMED ON 51TE MIN. LAP SPLIGE 3Y2" GONG. SLAB (I) #5 VERT. IN Ul 3Y2" GONG. SLAB w/ GROUTED CELL, FULL (2500 P.5.1) Wi 6x6 I HT. (SEE PLANS FOR U REINF. OVER 6 MIL. I 10/10 W.W.M. AND 6 MIL. m � C " VAPOR BARRIER � zco • 41 U 12� -��' ,r BREAK FADE Cn E ,-r °ac • d .a SHELL TO ALLOW 41 e FOR SLAB 2CR EXP JOINT "� a. '•°an" �� PER MFG. 5PEC5 EXTERIOR OUT5WIN6 4 560 POURED 51LL5 DETAIL %ALE: NT5 8" GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN" 30" GROUT CELL SOLID >; Z Q MATCH GMU LEDGE .•- x PER 1/501.0 GRADE � �—I � I—I � I—II I—I � I - •�'' I—I � I—I � 1= � _, � . ; it I IIITII I ISI I II I � _� . ' � _�':• I II I II I II I II I II I I GLEANS "1-1 '' '—MONOLITHIC COMPACTED FILL I FOUNDATION W/ a q5% STANDARD (2) #5 HORIZ. DENSITY MIN. DONT. ON GHAIR5 WHERE 2ND STORY (3" MIN. COVER) OCCURS FTG. SHALL BE 1'-4" WIDE w/ (2) #5 5AR5 G�R�GE GURU 1�ET� I L 2 ��: NT5 FILLED GELL5 (5EE PLAN 20"x8' THICKENED EDGE W/ (2) 95 CONT. vnnnvt- TOP V I E�N @CORNER I_ 7 GAPA6E WALL 3 Yx" GONG. SLAB m` 4. da a - .+ d • . THICKENED ED61! @ GARAGE DOOR DETAIL %AL.E: NTS 8" CMU BLOCK (I) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 25" GROUT CELL 50LI D N GRADE :,X R4.1 FI -FOIL OR EQUAL OVER 3j4' FURR STRIPS 3 Y2" GONG. SLAB w/ WWF OR FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER °=• _ :; .4;` 4 •..' ° =1 I I-1 lal-1 I I-1 I II � . III—III—I 1 I—I � I- 4 111—III—III—III I—III— _III II=III • • III—_—� d III -1 13-- A/G GHA5E PVC, SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE 10 CHA5E DETAIL SCALE: Nis Y2" GYP. B0. EA. SIDE OF 2x'5 o 16" U.G. STUD PLA"iE TIES o 5"fUD "IUP BUT. (IF NOTED ON PLANS) FASTEN W/Y4"x5" LUNG TAPGONS 0 2'-b" O.G. AND 12" MAX FROM END OF WALL (UNLE55 NOTED PT. BOT. PLT. OTHERWI5E ON PLANS) r--7 TI I El II—III— III v : ' < • I I—I I_I I I—III-1 III—III—III—III ' + ,T- "I—I�— �bit b n (2) #5 HORIZ. H CONT. ON CHAIRS (3" MIN. COVER) MERE 20 5TORY OCGUR5 FT6. SHALL BE I'-8" WIDE w/ (3) #5 BAR5 UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARIN6 WALL5 PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS INT. SEAR I NG WALL FOOTING DETAIL L S"xS" THICKENED SLAB bd/ (1) #5 CONT. 50ALE: NTS (D M'2� �INII�' EDGE DETAIL �PROPPED GRAPE DETAIL ) SCALE: M Yz' GYP. E30. EA. 51DE INTERIOR OF 2x4'5 o 16" O.G. /! /� ®P FASTEN W/Y4"x5" LONG TAPGON5 :SAtff'�� S a 2'-S" O.G. AND 12" MAX FROM 2 1/4" , END OF WALL (UNLE55 NOTED 1 1/2° OTHERWISE ON PLANS) ll_1 STUD PLATE "rIE5 G STUD i PT BOT. PLT. ` TOP 4 BOT. (IF NOTED ON PLANS) a ad e (2) #5 HORIZ. CONT. ON CHAIRS _ 10° IO'I (3" MIN. COVER) UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERNISE ON PLANS OFFSET FOOTI N(5 BEARING i7ET I L SCALE: NT5 i3" GMU BLOCK BEYOND —R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4" FURR STRIPS MTL. THRESHOLD 3 Y2" GONG. 5LAB w/ WWF OR FIBERMESH SE"T IN SEALANT REINF. OVER 6 MIL, PORCH 5LAB VAPOR BARRIER (5EE PLAN5) .. • ' ' _ I I�—IhI=1 IT—III _ _ _ d • ' ' III—III—III-1 � 1—_I '—I � I=1 I I—III—I 11= • � •'p . '•• � —I � I—I � 1=1 I I—III—'' '-1 1—= FIE � 1 V. =1 11=1 I Ed I a I I—I I I—I I I_ GLEAN COMPACTED' III—� FILL * 15% 5TANDARD -11 �=111=11— _ 'LL I II I (=I DENSITY AND TERMITE :III=III III—III-111- 1 �—_ _ TREATED I I—� I —I I—I 11-1(1—i' MONOLITHIC T III Ill-- i- FOUNDATION {^U (2) #5 HORIZ. CONT. ON 6HAIR5 MIN. (3" MIN. COVER) WHERE 2ND STORY OGGUR5 FT6. SHALL BE 1'-4" WIDE vrl (2) #5 BAR5 ENTRY ODOR DETAIL SCALE: NTS S" GMU BLOCK R4.1 FI -FOIL OR EQUAL OVER (1) #5 FROM FTG. TO FURR STRIPS BOND SEAM. SPLICE TO BE MIN. 30" 3 Y2" GONG. 5LAB w/ GROUT CELL 50LIP WWF OR FIBERME5H PORCH 5LAB - REINF, OVER 6 MIL. VAPOR BARRIER (5EE PLAW — • '°' � - _• -� `-- a I—III—I � I—I � I—I � •` - ��� � a - -_I=1 I I—III—III—I I1— 1-1 11=� 1—I I�� '•• a4 ---I � 1=1 � 1—I � I-11 � I I I-1 I EXP JOINT I-111-1' —IIIIIIIIIIIA ,a '.-•a. ^. IIIIIIII�i�i11�� 1t —111 III—III—III 111— MoNOLITHIG GLEAN —I I=1 I 1=III— I FOUNDATION W/ COMPACTED FILL (2) 05 HORIZ. 9 q5% STANDARD I' -o" CONT, ON CHAIRS DENSITY MIN. (3" MIN. COVER) WHERE 2ND 5TORY OGGUR5 FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL ® PORCH 5LA5 DETAIL PROVIDE 30" 6" CMU BLOCK MIN. LAP SPLIGE (I) #5 VERT. IN t cc 3Y2" GONG. SLAB w/ GROUTED CELL, FULL WWF OR FIBERME5H I HT. (SEE PLANS FOR KULP REINF. OVER 6 MIL. LOCATIONS) VAPOR BARRIER m � C " a III- � zco • 41 U 12� -��' ,r BREAK FADE Cn E ,-r °ac IE SHELL TO ALLOW 41 e FOR SLAB 2CR GRADE Cn N N O v GROUT SVLID BELOW 5LAB DOWN --FF=—FFFEIT —III—I I-111 ,IV U-4 IV 0 11(— TO FOOTING 4 <'• °. (1) 115 DOWEL W/ 6" --- J 12"Alb" CONT. CONT. HOOK (5EE PLAN5 issue date: 10-24-1 6 W/ (2) 05 HORIZ. FOR LOCATIOW date: CONT. ON GHAIR5 (3" ••. SDI • ':°. • . d MIN. COVER) �PROPPED GRAPE DETAIL ) SCALE: M Yz' GYP. E30. EA. 51DE INTERIOR OF 2x4'5 o 16" O.G. /! /� ®P FASTEN W/Y4"x5" LONG TAPGON5 :SAtff'�� S a 2'-S" O.G. AND 12" MAX FROM 2 1/4" , END OF WALL (UNLE55 NOTED 1 1/2° OTHERWISE ON PLANS) ll_1 STUD PLATE "rIE5 G STUD i PT BOT. PLT. ` TOP 4 BOT. (IF NOTED ON PLANS) a ad e (2) #5 HORIZ. CONT. ON CHAIRS _ 10° IO'I (3" MIN. COVER) UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERNISE ON PLANS OFFSET FOOTI N(5 BEARING i7ET I L SCALE: NT5 i3" GMU BLOCK BEYOND —R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4" FURR STRIPS MTL. THRESHOLD 3 Y2" GONG. 5LAB w/ WWF OR FIBERMESH SE"T IN SEALANT REINF. OVER 6 MIL, PORCH 5LAB VAPOR BARRIER (5EE PLAN5) .. • ' ' _ I I�—IhI=1 IT—III _ _ _ d • ' ' III—III—III-1 � 1—_I '—I � I=1 I I—III—I 11= • � •'p . '•• � —I � I—I � 1=1 I I—III—'' '-1 1—= FIE � 1 V. =1 11=1 I Ed I a I I—I I I—I I I_ GLEAN COMPACTED' III—� FILL * 15% 5TANDARD -11 �=111=11— _ 'LL I II I (=I DENSITY AND TERMITE :III=III III—III-111- 1 �—_ _ TREATED I I—� I —I I—I 11-1(1—i' MONOLITHIC T III Ill-- i- FOUNDATION {^U (2) #5 HORIZ. CONT. ON 6HAIR5 MIN. (3" MIN. COVER) WHERE 2ND STORY OGGUR5 FT6. SHALL BE 1'-4" WIDE vrl (2) #5 BAR5 ENTRY ODOR DETAIL SCALE: NTS S" GMU BLOCK R4.1 FI -FOIL OR EQUAL OVER (1) #5 FROM FTG. TO FURR STRIPS BOND SEAM. SPLICE TO BE MIN. 30" 3 Y2" GONG. 5LAB w/ GROUT CELL 50LIP WWF OR FIBERME5H PORCH 5LAB - REINF, OVER 6 MIL. VAPOR BARRIER (5EE PLAW — • '°' � - _• -� `-- a I—III—I � I—I � I—I � •` - ��� � a - -_I=1 I I—III—III—I I1— 1-1 11=� 1—I I�� '•• a4 ---I � 1=1 � 1—I � I-11 � I I I-1 I EXP JOINT I-111-1' —IIIIIIIIIIIA ,a '.-•a. ^. IIIIIIII�i�i11�� 1t —111 III—III—III 111— MoNOLITHIG GLEAN —I I=1 I 1=III— I FOUNDATION W/ COMPACTED FILL (2) 05 HORIZ. 9 q5% STANDARD I' -o" CONT, ON CHAIRS DENSITY MIN. (3" MIN. COVER) WHERE 2ND 5TORY OGGUR5 FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL ® PORCH 5LA5 DETAIL seal: (14/20 1 b ,w No 77824 seal: (14/20 1 b ..J No 77824 t cc '•"- JUN 14 2018 �� J'dit M\\ Q copyright: MULHERN & KULP Structural Engineering, Inc. Q _! 'm m � C a D- 0 zco U 41 U 12� N CS Li}' Cn E ,-r °ac IE co 41 CL o 2CR a) Cn N N O o � ,IV U-4 IV 0 M&K project number: 181-16005 project mgr: S D j drawn by: JAI issue date: 10-24-1 6 REVISIONS: date: initial: 01-31-17 SDI 06-05-17 JTS 12-11-17 MK 05-29-18 JTS Q T_ SGALZ W5 LETTERED DETAILS APE TYPIGAL FOR NUMBERED DEVILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I C, AND ARE ONLY REOU I RED ALL APPLI GABLE AREAS. THESE WHERE 5PEG I F I GALL'r INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. ..J W Q J Z D- 0 0 ►=mow �o2 zNQ o � z � U-4 0. 0 sheet: S� � • V (4)23/8'X0.113" f VALLEY SET OVERFRAMING FASTEN EACH OVERFRAMED END TO TRU55 WITH (1) 51MPSC CLIP TYPICAL OVERFRAMING G.CONNECTION DETAIL SCALE: N.T.5. 23/8"x0.113" R.15. NAILS @ 6" O.G. (EDGE NAIL) 23/8"X0.113" R.5. NAILS © 6" O.G. MAIN ROOF SHEATHING MAIN ROOF TRU555 TYPICAL CMU I=OUNDATION HOLD --DOWN IN5TALLATION 5HEARWALL (SEE PLAN) I -JOISTS (SEE PLAN) THREADED COUPLER MAY BE USED TO FASTEN ADD'L LENGTH OF THREADED ROD TOGETHER b" GMU BOND BEAM W/ (1) #5 CONT. #5 VERT. IN REINFORCED CELL SCALE: N.T.5. (CORNER SHOWN - APPLIGABL E To ALL CONDITIONS) TYFICAL TDP FLATE SPLICE DETAIL (��7 N.T.S. - x—=xx---x---x----- x—�--- --- I1------T-1----1T- x -- ____I1____ II II II �-�1-1--- -- xll II WINDOW/ x I I DOOR xI I I.I OPENING YI I Int WM 15 PLAN) � 14" (MIN) L 14� II • REQUIREP AT ALL OPENINGS GREATER THAN 36" WIDE 8 AT ALL OPENINGS LOCATED WITHIN P3 SHEAR WALL5. • NOT REQUIRED WHERE PORTAL FRAME5 ARE SPECIFIED (5EE PLAN5). • DETAIL 51MILAR AT BOTTOM GORNER5 OF WINDOWS. TYPICAL EXT. INALL 4 INT. SHEARWNALL OPENING ELEVATION SCALE: N.T.5. 2xbxl2" P.T. CL OF OPENING CENTER BUCK--\ B #5 IN BOND BEAM � e I ------—— _--- � Y2" DIA. J -BOLT - I —— — — — — (SEE BELOW) (1) #5 BAR IN PRECAST LINTEL _ 2X4 P.T. TOP BUCK I � U-1 1 (2) 1155 VERTIGAL IN GROUT FILLED 0 2Xb P.T. BUCK EACH tY CELL. IN WALL5 GREATER THAN 30" t 51DE OF OPENING t WIDE, ONLY (1) #5 15 REQUIRED F- (1) #5 VERTIGAL IN GROUT FILLED CELL uvl • PROVIDE (5)Y2" DIA. J -BOLTS W/ SY2" v EMBEDMENT AT EACH DOOR BRACKET, (IF REUV PER PLAN) 4 EACH SIDE OF DOOR. PROVIDE (I)Y2" x W&` ENTIRE COLUMN TO u� v THICK WASHER W EACH ANCHOR (15T BOLT oo BE GROUT FILLED TO BE b" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) PROVIDE # OF DOWELS © SLAB TO FIN. FL. MATCH VERT. BARS w/ 30" MIN LAP 5PLIGE ¥ PROVIDE)/2" DIA. x 6Y2" LONG SIMPSON TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES PLACE OF J -BOLT IF MISSED DURING CONSTRUCTION GARAGE DOOR VERT. REINFORCING DETAIL L G �tOE DOOR BUCK DETA I LS02 : t�11$ SHEAR WALL WITH EDGE NAILING d BLOCKING PER PLANS. 51MP50N G516 STRAP CENTERED AT CORNER OF OPENING W (26) 2 1/2"x0.131" NAILS (25' MIN LENGTH) 2x4 HORIZONTAL FLAT BLOCKING. - INSTALL 2 BAY5 IF FIRST 5TU12 15 LE55 THAN 14" FROM EDGE OF WINDOW OPENING. 2x4 LADDER BLOCKING @ 16" 0 VERTICALLY IN 15T STUD BAY FOR DRYWALL GONNEGTION. FASTEN BLOCKING AT EACH ENI WITH (2) 3"x0.131" TOENAILS TYPICAL 2 5TUP COMB TYPICAL WOOD FR*1ED WALL CORNER DETAIL G SCALE: N.T.5. ALL LAPS IN MASONRY 25" - RUNNING BAR—, #5 CORNER BAR GROUTED CELL T' F. CORNER VERT. WALL D RE I NFOROING DETAIL SCALE: NM FASTEN 2x P.T. WALL PLATE/ END P.T. STUD TO GMU WALL w/Y4" x 4" LONG TAPGON 5GREW5 @ 16" U.G. @ INT. SHEARWALL END ~� BOND -BEAM 0-- 51 MP50N c HOLD-DOWN S p I (SEE PLAN) JAI THREADED ROD W GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EGUIV. W/Yz°xli4 x13/4" PLATE date: WASHER SECURED HOLD-DOWN BETWEEN (2) HEX NUTS LOCATION IN EMBEDDED 30" IN REINFORCED REINFORCED CELL CELL JTS 0/b" OSB RIM n o co CD Z J015T (TYP) N L� GMU FUN. sheet: WALL 23/8"x0.113" R.15. NAILS @ 6" O.G. (EDGE NAIL) 23/8"X0.113" R.5. NAILS © 6" O.G. MAIN ROOF SHEATHING MAIN ROOF TRU555 TYPICAL CMU I=OUNDATION HOLD --DOWN IN5TALLATION 5HEARWALL (SEE PLAN) I -JOISTS (SEE PLAN) THREADED COUPLER MAY BE USED TO FASTEN ADD'L LENGTH OF THREADED ROD TOGETHER b" GMU BOND BEAM W/ (1) #5 CONT. #5 VERT. IN REINFORCED CELL SCALE: N.T.5. (CORNER SHOWN - APPLIGABL E To ALL CONDITIONS) TYFICAL TDP FLATE SPLICE DETAIL (��7 N.T.S. - x—=xx---x---x----- x—�--- --- I1------T-1----1T- x -- ____I1____ II II II �-�1-1--- -- xll II WINDOW/ x I I DOOR xI I I.I OPENING YI I Int WM 15 PLAN) � 14" (MIN) L 14� II • REQUIREP AT ALL OPENINGS GREATER THAN 36" WIDE 8 AT ALL OPENINGS LOCATED WITHIN P3 SHEAR WALL5. • NOT REQUIRED WHERE PORTAL FRAME5 ARE SPECIFIED (5EE PLAN5). • DETAIL 51MILAR AT BOTTOM GORNER5 OF WINDOWS. TYPICAL EXT. INALL 4 INT. SHEARWNALL OPENING ELEVATION SCALE: N.T.5. 2xbxl2" P.T. CL OF OPENING CENTER BUCK--\ B #5 IN BOND BEAM � e I ------—— _--- � Y2" DIA. J -BOLT - I —— — — — — (SEE BELOW) (1) #5 BAR IN PRECAST LINTEL _ 2X4 P.T. TOP BUCK I � U-1 1 (2) 1155 VERTIGAL IN GROUT FILLED 0 2Xb P.T. BUCK EACH tY CELL. IN WALL5 GREATER THAN 30" t 51DE OF OPENING t WIDE, ONLY (1) #5 15 REQUIRED F- (1) #5 VERTIGAL IN GROUT FILLED CELL uvl • PROVIDE (5)Y2" DIA. J -BOLTS W/ SY2" v EMBEDMENT AT EACH DOOR BRACKET, (IF REUV PER PLAN) 4 EACH SIDE OF DOOR. PROVIDE (I)Y2" x W&` ENTIRE COLUMN TO u� v THICK WASHER W EACH ANCHOR (15T BOLT oo BE GROUT FILLED TO BE b" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) PROVIDE # OF DOWELS © SLAB TO FIN. FL. MATCH VERT. BARS w/ 30" MIN LAP 5PLIGE ¥ PROVIDE)/2" DIA. x 6Y2" LONG SIMPSON TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES PLACE OF J -BOLT IF MISSED DURING CONSTRUCTION GARAGE DOOR VERT. REINFORCING DETAIL L G �tOE DOOR BUCK DETA I LS02 : t�11$ SHEAR WALL WITH EDGE NAILING d BLOCKING PER PLANS. 51MP50N G516 STRAP CENTERED AT CORNER OF OPENING W (26) 2 1/2"x0.131" NAILS (25' MIN LENGTH) 2x4 HORIZONTAL FLAT BLOCKING. - INSTALL 2 BAY5 IF FIRST 5TU12 15 LE55 THAN 14" FROM EDGE OF WINDOW OPENING. 2x4 LADDER BLOCKING @ 16" 0 VERTICALLY IN 15T STUD BAY FOR DRYWALL GONNEGTION. FASTEN BLOCKING AT EACH ENI WITH (2) 3"x0.131" TOENAILS TYPICAL 2 5TUP COMB TYPICAL WOOD FR*1ED WALL CORNER DETAIL G SCALE: N.T.5. ALL LAPS IN MASONRY 25" - RUNNING BAR—, #5 CORNER BAR GROUTED CELL T' F. CORNER VERT. WALL D RE I NFOROING DETAIL SCALE: NM FASTEN 2x P.T. WALL PLATE/ END P.T. STUD TO GMU WALL w/Y4" x 4" LONG TAPGON 5GREW5 @ 16" U.G. @ INT. SHEARWALL END ~� BOND -BEAM 0-- c GNTIN. PRECAST HEADER S p I CD JAI a m W GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EGUIV. ISI date: GA5T-GRETE WINDOW SILL, OR EOUIV. L z ca Q q Er.0 L2 W11'' � rC/)m a � 05-29-18 JTS 1 +1 n o co CD Z ,0 N L� 0 sheet: 1 DOUBLE WINDOW QLSCALE MLA50NRY PIER DETAIL i M 2x INTERIOR, WALL -SEE PLAN 5HEARWALL INTER5EOTION D CONNECTION DETAIL SCALE: N.T.5, NOTES: 1. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"x4" TAPGON5 6" FROM ENDS AND 16" U.G. MAX. TAPGON-3 TO BE I%" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EGiUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS STAGGERED © 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2-Y2"x0.131" NAILS © 16" U.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. BY WINDOW/DOOR 6. FASTENING SPECIFICATIONS ARE MINIMUMS. ANY FASTENING REOUIREMENT5 MANUFACTURER PROVIDED BY THE MANUFACTURER WHIGH ARE GREATER THAN THOSE SPECIFIED SHALL SUPERSEDE TF105E OF NOTES 1-5. �I DOOR BUCK DETAIL n SCALE: M LETTERED DETAILS /ARE TYPICAL FOR. THIS HOME 6 SHALL BE IMPLEMENTED IN ALL APPLIGABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PUNS. JUN 14 2018 NUMBERED DETAILS ARE PLAN SPEG I F I L AND ARE ONLY REWIRED NHER.E SPEG I F I GALLY I ND I GATED ON THE PLANS. Seal: 6114120 1 b p ��,���\ 11yy1''••I i � 111 ��,� • s No 77824 r it , 7-' F V itlllli © copyright: MULHERN & KULP Structural Engineering, Inc. a' c project mgr: S p I CD JAI a m c ISI date: E L z ca Q q Er.0 L2 W11'' � rC/)m a � 05-29-18 JTS 1 +1 n o co CD Z ,0 N L� 0 sheet: M&K project number: 181-16005 project mgr: S p I drawn by: JAI issue date: 10-2 4- 1 6 REVISIONS: ISI date: initial: 01-31-17 SDI 06-05-17 JTS 12-11-17 MK 05-29-18 JTS , LL. ISI O Ix Z 0 0 Q Z z 0 sheet: , EXTERIOR WALL 5HT'6. TO - RUN CONTINUOUS FULL HEIGHT OF NALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2 )2"x0.151" @ 3" O.G. INTO------_ SOLE PLATE I Yb" (MIN.) 05B RIM BOARD FASTEN TO EA. I -JOIST @ TOP & BOTTOM CHORD w/ (2) 3 Y4'xO.131" NAILS 2 Y2"x0.131" @ 5" O.G. INTO RIM - BOARD FASTEN RIM TO CMU BOND - BEAM N1 51HP50N HETAI6 EMBEDDED 5TRAF @ 24" O.G. VERT NALL REINF. TO EXTEND INTO BOND BEAM b" REINF. GMU NAL L - -SEE PLAN FOR VERT. HCR -7. REINF. SPECS FASTEN ROOF SHEATHING- TO FASGIA KITH NAILS @ 6" 1 2x FASGIA -SE;FE ARCH 2x SHEAR Y� -SEE PLAN 5FEGIFICATI 20. S�GTION I�F_TAIL PROVIDE 50L 1D SHIM BETW'N J015T E CONNECTOR IF J015T LOCATED LE -55 THAN I Y2" FROM CONNECTOR. NHERE JOIST IS GREATER THAN 1)2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL Q. 2x EXTERIOR NALL -SEE PLAN FOR SHEATHING AND CONNECTION SPECS. FASTEN SOLE PLATE TO RIM w/ 3"x0.131" NAILS @ (5" O.G. a SHEATHING TO RIM IN! 2 Yq"x0.131" NAILS @ 6" D.G. I -JOISTS -PER PLAN FASTEN EVERY OTHER I -JOIST (IN/ NEB BLOCKING BOTH SIDES) TO BOND BEAM w/ (I) SIMP50N HETAI6 (48" O.G. MAX) 5" GMU BOND BEAM IN/ (1) #5 CONT. >EE UPLIFT CONNECTOR >GHEDUL E ON PLANS FOR :ONNECTOR 5PEGIFIG,=,TIONS ASTER ROOF TRUSS TO ,'OUBL E TOP PLATE E w/ 3 Y:,"x0.131" TOENAILS 2x -EXTERIOR NALL -SEE PLAN FOR SHEATHING AND CONNECTION SPECS. - EXTERIOR }^LALL SHT'G. TO - RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2 Y2"x0.131" @ 3" D.G. INTO 50L PLATE 1)e" (MIN.) 055 RIM BOARD. - FASTEN RIM TO EA. BLKG F.ANEL y4/ (3)3 Y4"x0.131" NAILS MIN. 2 Y2"xO.I31" @ 3" O.G. INTO RIM BOARD FASTEN RIM TO CMU BOND - BEAM w/ SIMPSON HETAI6 EMBEDDED STRAP @ 24" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. CMU WALL -SEE PLAN FOR VERT. HORZ. REINF. SPECS 2x4 GATS @ 16"O.C. FASTENED TO GABLE END TRUSS iN/ (2):5"x0.131" TOENAILS. PROVIDE (1) 51MP50N H3 CLIP @ OVERHANGS > 12"-�- 6YF5UM EOARE PER ARCH FOR FIREPROOFING 1'-4" MAX &ABLE END VERTICAL 1NEB RE I NFCRG I NG- AS REQURI ED BY TRL155 Mr"WF. 3 Y4`x0.131" TOENAILS @ 12" O.G. CONNECTING BOTTOM CHORD TO TOP PLATE FAST ' BOTTOM CHORD OF GABLE END TRUSS TO TOP PLATE WITH 51MF50N A35 CLIPS @ 32" O.G. FA5TEN BOTTOM OF 2x4 BR,AGE TO DEL. TCP PLATE �v ' (I) 5iMPSDN H2 _A 4 (2)3 Y4"x0.131" TOENAIL -5 21 5�Gfi101� SGAL�: 3/4'=1'-O' FASTEN SHEATHING TO 2x4 BLOCKING iN/ 29/e"X0.113" R.5. NAILS @ 4"O.G. ROOF 5HTG 5HAII EE CONT. 24" MIN ONTO, ROOF ((25D, lk v �v PROVIDE SOLID SHIM EETN'N BLK16 CONNECTOR IF BLK'G LOCATED LE55 THAN 0/2" FROM GONNEGTOR. NHERE BLK'6 15 GREATER THAN 1)L" FROM CONNECTOR, REF=ER TO TYPICAL RETROFIT DETAIL R. FASTEN SOLE PATE TO RIM BOARD 1N/ 3"x0.131" NAILS @ 6" O.G. I y," FULL DEPTH 055 BLOCKING 4,5"Q.c. ALONG NALL (15T BAY ONLY) FASTEN SHEATHING- TO EA. BLOCK IN% (�D) -5 SCREWS OR (5)2 )2"xO.13I" NAILS. / I -JOISTS -PER PLAN FASTER EN EVERY 055 BLOCKING TO BOND BEAM FN/ (1) 51MFSON HETAI6 (415" O.G. MAX) b' CMU BOND BEAM N/ (1) #5 CONT. 2x4 BLOCKING w/ (3)5Y""X0.131" TOENAILS EACH END (4) 3 I4"xO.I: NAILS L PROVIDE 2x4 BLOCKING @ 48" O.G. IN FIRST (3) BAYS OF ROOF TRU'S5E5-GUT TO FIT TIGHT BETNEEN TRU55 BOTTOM CHORDS FASTEN DRYNAL L TO ELGCKI NG- s45GRENS /NAILS @ 6" O.G. 2x EXTERIOR NALL @ STAIRS OR 2 -STORY SPACE -SEE PLAN FOR SHEATHING .AND CONNECTION SPECS. FASTEN SOLE FLATS OF 2x N LL TO BOND BM. WJ2" DIA. ANCHOR BOLTS @ 4'-0" MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" FROM EA END FASTEN EXTERIOR SHEATHING TO 2x PLATE sN/ 2 Y2"x0.131" NAILS @ 3" O.G. 8" CMU BOND BEAM IN/ (1) #5 BARS CONT. 8" CMU NALL (SEE PLANS) FASTEN SOLE PLATE OF 2x NALL TO BOND BM. iN/J2" DIA. ,ANGHOR BOLTS @ 6'-0" MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" FROM EA END 2x INTERIOR MALL @ STAIRS OR 2-5TORY SPACE. IN51DE FACE OF DRYNALL SHALL OVERHANG MASONRY 3/,". PROVIDE FURRING ON INSIDE FACE OF MA50NRY TO MATCH DRYWALL FASTEN ROOF SHEATHING TO FASCIA KITH 2%`XO.II3" R5. NAILS C T 2x FASCIA -SEE ARCH S" CMU BON! NI (1) r5 GOP 8" REINF. Cl'- -SEE N -SEE PLAN F HoRz. REIP PROVIDE 50LID SHIM BETINN TRUSS 4 CONNECTOR IF TRU55 LOCATED LE -55 THAN I Y2" FROM CONNECTOR. NHERE TRUSS 15 GREATER THAN I YY?" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 6 SECTION SEE UPLIF=T CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE MOISTURE BARRIER PLATE (SIMP50N T55 OR SIM.) @ EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN ROOF SHEATHING TO 2x BLOCKING IN/ 25/g"X0.113" R.S. NAILS @ ROOF TRU55E5 A" HANGER -BY TRUSS MANUF. 2xb BLOCKING- 11\1 E.A. TRU55 EAY FASTENED TO E.AGH GROSSING 5 T U D w/ (3):5Y"x0.131" NAILS SEE DETAIL 21 FOR ADDITIONAL CONNECTION INFO e 5HTG. FASTENING I -JOISTS -SEE PLAN VERT WALL REINF. TO ` 6" CMU BOND BEAM EXTEND INTO BOND BEAM I'v (1) n5 CONT. b` REINF. GMU ;I ALL -5EE FLAN FOR VERT. ff HORZ. REINF. SFECS eTH 3/F� FASTEN ROOF- SHEATHING TO 2x 5LOGKIN6 Pv/ 2%`X0.113" R.S. NAILS @ 6"O.G. 2x EXTERIOR WALL -5EE PLAN FOR SHEATHING AND CONNECTION SPECS. © PARALLEL JOIST: FASTEN FLOOR 5HT6. TC RIM OR LEDGER wI 2 Y2"xO.I3I" NAILS @ 6" O.G. & RIM/LEDGER TO FLUSH BEAM N/(5) 2 y "xC.I5I" NAILS @ Ib" O.G. I -JOISTS -SSE PLAN FLi 15H BOTTOM BEAM -5EE PL -'AN SGALZ 3/� I'-0' LETTERED DETAILS ARE TYPICAL F -OR THIS HOME $ SHALL E3E I MIFLEMFNTED I N ALL ,�FFL I GABLE ART THESTE DETnlLS RE NOT "GUT" ON THE FLnNS. 2x4 BLOCKING IN EA. TRUSS BAY FASTENED TO EACH GROSSING STUD N/ (2)3 Y2"x0.131" NAILS ROOF TRUSSES � 1 a 24"O.C. FASTEN SOLE PLATE OF I 'BALL TO FLUSH BEAM iN/ 3"xC.151" NAIL5 @ 5"O.G. 5HEATHIN6 SPLICE SHALL OCCUR OVER 2x 50LE PLATE IN/ 2 �2"x0.131" Nf AILS @ 3" O.G. OR PROVIDE GOVT. 5H T6. TO BOTTOM OF FLUSH BEAM @ PERP. JOISTS: HANGER JOISTS TO BM. 8 PROVIDE 2x4 BLOCKING TOP TO FASTEN EDGE OF 5UBFLOOR HANGER -BY TRUSS M,ANUF. seal: 6114/2010 G. L\G E tL �y` ,� 4t, NO 77524 �� S r -z F( b JUN 14 201a C copyright: MULHERN &OLP Strucwral Engineering, Inc cm { c N 0 cm� o _c a a c a`i + Z cu E ¢ E Lo U m 0 4 ryU m Uj+J N zz +-+ a o c �� E �r cf) Lo o `Q L N � NUMBERED D�T,�I►_� ARr FL/ --\N S SG I I G AND ARf ONLY CGU I SD h _R' SF�G l FIG: -ALLY I ND I G/rtTED ("CUT") ON THE FI_.�NS. M&K project number 181-16005 project mgr. S D I drawn by: .SAI issue date: 10-24- 16 14041c ; date: initial: 01-31-17 SDI 06-05-17 JTS 12-11-17 MK 05-29-18 JTS J d W Q z d LL sheet: �n O LLJ X11 O2 0 Q Z Z ,j x OLo Cf; W T SD2.2