Loading...
HomeMy WebLinkAbout7226 Steer Blade Dr99 2368-DESTIN99 FOR:i` R HOR110N QV 12602 TELECOM [DRIVE, TAMPA, FL 33637 Teo1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -VWMA BUDD= CODE, RESIDENTIAL. A)C ABOVE LUM LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813) 740-9720 FAX: (813) 740-9715 EDI� (�) -ALLL� AND STATE CODES -OCCUPANCY -RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FRiISH - CLASS B -BASIC HIND SPEED - Vult=150 MPH Yeed=118 MPH -EXPDSURE - B -1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C AIRCONDITIONING MUC ALT, ADJUSTABLE T M.C. ANT. ALTERNATE MFR. AMP. AMPERAGE MIN. BD, BOARD M.T. CL CENTERLINE MID CAB. CABINET MTL. cNG. CEILING N.T.S. CLR. CLEAR Oc. GON°. °ONCRETE CFI. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLT. DBL. DOUBLE PLYWD. D.G. DUAL GLAZED PR DA. DUIMETER Pi. DIM. DIMENSION R DISP. DISPOSAL RAD. DEEP RA.G. Ds. DOWNSPOUT RRMF D.W DETAIL RG D.W. DETAIL FID2 S.C. EA. EACH S.D. LUMINOUS MEDICINECABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURNAILGRILL GERAroR ROOM ROUGH CORE IN DR SOLID OPENING SMOKE DETECTOR /24/19 ADDED 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION /29/19 ADDED STONE CAP NOTE TO ELEVATIONS PG CS -COVER SHEET PG GN—GEEN�ERAL NOTES PG Al-FLNR PLAN PG A2D—ELEVATION "D" FRONT &REAR ((8 12 PTTCI}) PG A3D-ELEVATION "D" RIGHT &LEFT (b 12 PTTCH)) pG Fg-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG Ml—MECHANICAL PLAN p D DE�TTAAD�Lgq PG Dg1-� FOG D9-PRODUCT APPROVpy LISTING PG WAI—WALL ASSEHLY 12E fAIS PG WA2—WAIL. WLY U AILS AIJ gFfAIIB PG * -FALL LY AR$ G WA5-WAL1,LY QALITDP. G WAB-WALLLY U AILS 10/14/I9 UPDATED LED uGLTl9 PER D.R.xORTON 2/04/1 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 01/27/20 ADDED SOD'BON CONNECTORS L.LO. USP 08/04/20 UPDATED MABTER LATH, IiEDtt00M /4 h BATH /3 07/14/20 CHANGED ROOM NAMES PER D.R. HORTON 12/01/2o MADE REDLINE CHANGES FROM ENO. FOR 2020 CODE CHANGE 12/01/ WAITING ON ENGIiEER APPROVAL FOR DETAIL UPDATES OL/19/21 REPATHED ALL XREFS TOR 2020 FBC CODE CHANGE STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FP. CALC.rS ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 LIVING 2312 Sa FT. GARAGE (ELEV, D) 538 Sa FT. ENTRY 50 $a FT. COVERED LANAI 7®� BCI.FT. EQ EQUALTGN S H. EXHAUST SHTHG EXT. EXTERIOR SHWR. F.&TX. FIXED GLASS SIM, F.G. FUEL GAS SL. FFINISH SL. GL, FLIN.R FLOOR STD. FLUOR. FLUORESCENT SWS FRDR. FRENCH DOOR FR. FOOTING TEMP. SHEET "F° SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDOLASS Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 3161 6d FT. GAR. DISP. GAARBAGE DISPOSAL UGE O G.F.I. GROUND-FAULTCIiCUII TO.P. INTERRUPTER T.O.S GL. GLASS TYP. TFO FCGRH TF OF PLATE TOPOFSLAPLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN PG SI.lA-DETAILS PG S1.2-DOWEL PLAN PG S2-LUTDETAILSBEAM PG S2-LIFT BEAN PLAN PG 83-FRDENG PG S3-FRAMING PLAN PG S3.IB_DETAILS MA PG S31B-DETAIL4 PG S3:ICENTRY DETAILS PG SDI SDETAI DETAILS GYP. BD. GYPSUM BOARD UN.O, UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HHEAD°ER COS V.OOP VAPOR PROOF INSUL OR xr INSSULAATION GHT w�. WOOD INY INTERIOR WOW WATERW�1ER W.1. "OUGHT IRON DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFY9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ON ON BASED ON THE DRAWING SET. 6 Gason 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA •: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.88E-2828 FAX: 813 26802 �anmm�o GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.12. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R30Z5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1l2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CELINGS 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 80FFR8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C N IT I C T s 6 Grou jL�. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdeslgngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813886.2802 BuDDrv. ee LOT: SILVERADO LOT# 12 BLK 15 103719.001-121511 GENERAL NOTES awTE: DATE03/05/21 SCALE: 1/4"=1'-O" SHEET GN AREA OF ATTIC = 3164 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3164 /300 = 10.55 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1518.72 SQ. IN, M IN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5X 1518.72 - 759,36 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 759.36 /115 TOTAL a OF VENTS REQUIRED = 6.60313 TOTAL it OF VENTS PROVIDED - 7 IN PER SOFFIT VENTILATION AREA = 11.736 LIN IN EAL FOOT = 759.36 /11.736 TOTAL LINEAL FT OF SOFFIT VENTING REQUIRED = 64.7035 LIN EAL FT OF 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED /------ FOAMT---'—� / GAP I I I I I I I DETAIL \ F SCALE: V- P-0' / FRONT ELEVATION TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION SHINGLE ROOF I RGI HOT. 0'-0' FIN. LFLF ---------------------, WINDOW \ +/ I RAISED STUCCO I BD' WINDOW ( RAISED STUCCO ( 5, I BAND I I I I I DETAIL (\ A SCALE= `---------------------/ i I R DETAIL I -- — — — — — — — — — — — — — — — — — — — — — — — — — -- / RAISED `\ STUCCO I BAND SIDE ENTRY SIDE LITE DOOR LITE I •I' n n W I I I I I I , DETAIL \ v SCALE: I•. i'-m' / — — — — — — — — — — — — / 'DECORATIVE \ ELEMENT it, I I I i I _ I I I I e I I I I _ I I I I I I I I I DETAIL �\ D SCALE: V V-0' RAISED\ •I' STUCCO S' BAND I � I GARAGE I DOOR I �\ E DETAIL L R C N IT It T E Grou�LU, 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdealgngmup.mm AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-986-2628 FAX: 813886-2802 BVBDIV. Se LOT SILVERADO LOT# 12 BLK 15 PROJECT# 03719.001-12151 FRONT & REAR ELEVATION _= D"_ 03/05/21 8CAI ' 1/4"=1'—O" sImw A2D ELECTRICAL LEGEND SYM. DESCRIPTION TANDARD OUTC 4 yg -WAY SWITCH .yj -WAY SWITCH IMMER SWITCH HE BUTTON ISCONIECT T RMOSTAT INGLE RECEPTACLE (125v40-AMP IN.LE POLE) 10V DUPLEX RECEPTACLE ICY DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT RJPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR WATERPROOP"I CEPTACLE (GROUND FAULT RUPTER) I®V QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR IOUNTED) 0V RECEPTACLE (4 WIRE CONNECTOR) EDICATEO RECEPTACLE 1-0 LL MOUNTED LIGHT 11 ILNG MOUNTED LIGHT ANT LIGHT 000 LIGHT L SCONCE PRE -WIRE Q. T FAN WITH LIGHT 0 CPM PER SFT-)898 BUL6 LIGHT FIXTURE SW BULB LIGHT FIXTURE 8.8�9 BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN CABINET LIGHT ® 'x* FLUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE T) k4' FLUORESCENT L464T (RECESSED) x O CEBB LIGHT CE65 LIGHT (VAPOR PROOF) FILING MOUNTED LKaHT WITH J-BOX OPT. FAN LECTRICAL PANE (FIELD VERIFY OGATION) L METER (FIELD VBPJFr- -BOX (WALL MOUNTED) QD -BOX (CEILING MOUNTED) FILING MOUNTED FAN B NT FAN (I CF M PER SQ FTJ JACK N� DETECTOR (WALL MOUNTED) Q DETECTOR (CEILING MOUNTED) ® ) 1 I T ) Hfl•ES ® LTED OUTLET FOR GARAGE Fit TV JACK •� FORT 1 PHONE OUTLET3_47F�W • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Tth EDITION (2020) 4 NEC 210.12 2011 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DIOWWA&MR DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF SO CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIDO13 FORSR TW EDITION (2020). • LAUNDRY ROCM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF POOR 11h ED • ALL WORK TO COMPLY WITH ELECTRICAL ALL PROVISIONS OF THE PBCR TTH ED (2020). • ALL LAMPS SHALL ISE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER = ENEIYsY CONSERVATION (RESIDENTIAL ETER^..Y �FIGIENGY) 2020. lth BEDROOM 4 4 PRE -WIRE \ FOR \ CLG FAN 1 1 I / N S ELEC. F�2 HOOD/ MICRO ASV. -� i�IF O —rl � .( � II . at a ~ W LL 1 ------------------- �. I I r————— — — — — — —— {0YERED I o = . I BEDROOM I � I FOR E CLG FAN \\ ,,--© LED LIGHTING PRE -WIRE DOUBLE LAV. / I / FOR BATH I O W.I./ WP �/ CLG FAN --------- / GFI -_---J ------�- -- L-------�\ D --- ----J I I i -- 1 >- ---- SD/CO1&1 \ , O�o/l I I I 1 \ I JUNC71 NBox ROOM_ J� LED LIGHTING UNOEOR ,'��, L C SINGLE LAV. I COUNtER FOR / \ DAL i / PRE -WIRE , i BATH 2 CLG AN 11 �.I WC )2(GFiI I / 1 _______________7____� DINING El BEDROOM PAN. ROOM -Y'1 OPT. DINING / `l FIXTURE' / -0 LED LIGHTING PRE -WIRE Ca? SINGLE LAV. FOR BATH 3 SD ®1 I CLG FAN qp GF10 GFI• CFI• /' 44'AFF. 44'AFFr )^{T�14'AFF. / F'RE PLUMB LIGHT 4 / L.T. SWITCH N I ATTIC I ACCESS 8GFI CLG. 8GFI CLG. OUTLET OUTLET �p��y� GARAGE H �- OUTLET FOR - IRRIGATION 1 TIMER I / WI ENTRY I --I----- PRE -WIRE PRE -WIRE -- PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-C' I I 1 BEDROOM PRE -WIRE FOR CLG FAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE#D2) LAN: 2368 MODEL SO, FT. GENERAL LIGHTING X 3 VA. PER SO. FT. 7104 20AMPAPPLIANCECIRCUITATISMVAEA. 3,000 T LAUNDRY CIRCUIT AT 1,5RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12, WATER HEATER 4DISHWASHER 1,2 1 CLOTHES DRYER 5,00( 1 IDISPOSAL 50( 1 MICROWAVE 1,5001 1 1 REF. 1,2 SUBTOTAL OF GENERAL LOAD 37504 FIRST 10 KVA OF GENERAL LOAD AT 100% 10,ODO REMAINDER OF GENERAL LOAD AT 40% 1275M VA.X 0.4 11001. TOTAL NET L LOAD 21,OD2 4TON HEAT PUMP #128 AMP X 2 672 10 KW ELECTRIC HEAT AT 65% 6SOO ERALLOAD ;FUTUREGROWTH 21,002 ALHEAT 1322OAD 34,222 10% 3422.1 CALCULATED LOAD FOR SERVICE 37,644 VA/ 240 V= 156 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC-FAULTTYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,293 VA 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 @ 70% 3,500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,499/240 - 78 A #2 AL MIN IMUM N EUTRAL CONDUCTOR. A R C N I T R C T i 5 Gro�up2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigigroup.com AA #: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813486.2802 �IIIIINN aamnn� ISVHDIV. de LOT SILVERADO LOT# 12 BLK 15 PltOJMCT# 03719.001-121 11 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES • PROVIDE 3 210 CU, I % CU GNO Y' CONDUIT OR PROVIDE 3 4/0AL, I Ew AL GND N 2" CGNDWIT. (CONDUIT TO TERMINATE ABOVE SOFFIT OVERHANG.) COMBINATION 200 AMP ELECTRICAL PLAN AR IT CT: A ELECTRICAL MATERIALS AND INSTALLATIONS SERVICE 120440 VOLT DISCONNECT I PIIABE SMALL C01"PLY WITH ELECTRICAL PROVISIONS OF M SWATCH AND MLO THE FBC2E TTM EDITION (2020). LOCAL CODES, AND ELECTRIC PANlL ALL LOCAL P0U1ER CQIPANY RECUIREMENTB- METER N NEMA B. ALL CONDUCTORS SHALL NDE TYPE 7I.AIN(THAIN IIJA68 NOTED GTHERUIBE. 20O4R ENCLOSURE me POWER! COMPANY TRANSFORMER .MARTELEPHONE ENTRANCE SERVICa E41AR ENT ENTRANC T INTERSYSTEM BONDING TERMINAL AT �AaVx I OII VOLTAGE CONaECTIO 46 A PROVIDE 2dW AMP, D0440 VOLT, 1 PHASE 1 •4 CU SERVICE GROUND D�-�•: --E 6ECCNOARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE ISCALS: S •L" JAS COPPER (CU) N 2" CIA SCHEDULE SO PVC ENCASED POOTER STEEL PER / CONDWT OR PROVIDE 3 E4A0 ALLMHJ M (AL) N ELECTRICAL PROVISIONS OF 2" CIA SCHEDULE 80 PVC CONDUIT UNLESS 9iEF•F•T SERVICE 16 PROVIDED BY THE ELECTRIC FBCRT LOW. EDITION ( COMPANY . C04POWINATE UTH THE ELECTRIC SM" CIA X S FT COPPER E 1 COMPANY PRIOR TO BID. CLAD GROLN7 ROD I PLUMBING PLAN SCALE: 1/4' . 1'-V' D 2'VTR 2•VTR 1In• ,r"\ II y 2 �I 2'VTR LAV 2' 3' Ur_ / 2.V 3' LAV IL i I CITCHEN SINK W/ 2' I WG 1 AV L JTO VENT 3' 2, I I 3' 3' PRE- 3• PLUM S L.T. 3' 4• CO 4' NOTE ALL PVG PLUMBED TRAPS TO ARE TO BE 'P' TYPE. '8' TYPE ARE PROHIBITED. MAIN PLUMBING RISER SCALES NTS A It C B I T E C T8 6 GrouoLn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdoeigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813388.2828 FAX: 813-88 -2802 BUBDIV. de LOT: SILVERADO LOT# 12 BLK 15 PROJECT# 03719.001-12151 MODEL 2368- DESTIN OARAOE BMNO: IaIliJU -3112 irjgmw DATE: 03/05/21 SCALE: 1/4"=1'—O" 8HEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 844ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS kHAILL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TI4 EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 614ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOVERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS 44ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH POP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL ALL H AVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO PLEN6" T y CONC. AIR RETURN W/ (2)-3A6'X2' TAPCONS CONDENSER UNIT SIMPSON WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRGERANT LINES y SECURE STRAP TO UNIT W/ (2) AIR HANDLER 4' CONCRETE SLAB EXTERIOR WALL -SXI 1/4' SHT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD ? REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE, MAIN COND. DRAIN 3/4' PIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 1TN EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG SEE SPEC. BRASS PLUG I'-a'XB' CONC. FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL WADE 8240-K JOSAM 56WO OR WASTE AS INSIDE SERIES BRASS TOP REQUIRED CAULK FLOOR SLAB CLEAN -OUT (TYPN� NEXT. GROUND CLEAN -OUT (TYPN) MECHANICAL PLAN SCALE: 1/4' • P-O' 6 GrouO� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PX: 86228H8A82F2 omnnuo SILVERADO LOT# 12 BLK 15 1 2368- DESTIN 1 MECHANICAL PLAN .74 aAF'pl'E 03/05/21 SCALE: 1/4"=l'-0" 8*9r. T M1 2X4 TOP PLATE — A N C N I T L C T PEAT -IF GOI°!R DEAD PRE -PAS TRUSS w' nuac s COAT °' cm m Vt' CLG. 150ARP AR E7IUCVJRAL MR RIi'QICamm W NOTE STUDS IN DNIECTL7 TO MAsaorr �° P.T. YD ``A°AC�W'` PARTITIONS SUPPORTING 5' DIA. SLEEVE, DO NOT CUT ,� � 1/2' DRYWALL WALL HUNG PLUMBING REBAR �'�� GEALAW1 FIXTURES AND WALL PIPE �°R °0D ►T tll• 1441N. RONALDGWOOD, FL GAN3275 BLVD. LONGWOOD, FL 92750 CABINETS SHALL BE NOT MaLo �L � PH: 407-7744078 LESS THAN 2x4, WHERE BOND BEAM O NOT CUT p LEEVE'cRess u,E (By DOOR MA"J FAX: 407-774-4078 SPACED NOT MORE SOLID GROUT THE BOND av a4Lv.°7aL Ero IMM wwwAA SECURE BT. 2X4 WOOD STUDS °24' THAN 16' O.G. OR, NOT W/ (D- 05 _ BEAM ur°T.w Eo OTOD sAr TO WOW JAMB FM *: 003325.00m AA M: 0003325 W/ � MASOONARY DO• LESS THAN 2x6, WHERE (2) COURSE _ REBARS � REn vYElE ICAL. TRAM o�eB+eaD DOOR D7 otrORs NAIL • 32' Or— SPACED NOT MORE4 °, `TO TO ' DE DRAFTING BY: MAX THAN 24' O.G. ` TRACKORKIClTD ROOM A.B. DESIGN GROUP w MocoOT APROVAL FUM DRAFTING INC. . BLAB�'4 5439 BEAUMONT CENTER BLVD. &.0. SUITE 1004 FIN. FLR TAMPA, FLORIDA 33634 �A,PIPE THROUGH BOND BEAM 2B_ GAS LINE THRU BLOCK �� GARAGE DOOR JAMBS AX 8>�3-:�2802 2A SCALE: 3/4'.I'-V --'T'D' SCALE: 11/2'•I'-V' TYP. INT. WALL NON-BRG. SCALE. 3/4'•1'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O,C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE LW` (2) 12d NAILS AS PER POOR 909.1.1. FIBERGLASS SHINGLES AS PER FBCR W5.1.1. • EA END ROOF SHEATHING FIBERGLASS SHINGLES WITH TUNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER WITH UNDERLAY-IENT AS PER FBCR I.I.909.SHEETSNI.. SECURED PER HICKNESS AS PER PER STRUCTURAL DETAILS SHEET SDI. AS PER FBCR 905J.1. ROOF SHEATHING FASTENER SCHEDULE FASTENER SCSECURED PER ROOF SHEATHING THICKNESS A% PER HEDULE SHEET SNI. THICKNESS AS PER SECURED DER STIFFBACK AT ALL UPRIGHTS SHEET BNL SECURED 5/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' HIGH 9' g' SCHEDULE PRE-ENG WD. TRUSS 2x FASCIA PER STRENGTH GLG. 2x FASCIA PER rtAx Ax. E�Jl;.laF BOARD REFERENCE ELEVATIONS O ELEVATIONS STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER PRE-ENG TRUSS PRE-ENG TRU88 STRUCTURAL DETAILS INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE ENERGY CODE FOR SHEET SNI. SECURE PER THICKNESS AS PER ®. PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER 2x FASCIA PER TYP. 2x FASCIA PER ON 84EET ON PER ELEVATION FASTENER SCHEDULE ($; ELEVATIONS O.H. ELEVATIONS 5/V GYPSUM BOARD OR 1/2' ON SWEET SNI. t> PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD VENTED SOFFIT INSULATION VENTED SOFFIT WEEP SCREED EE SC GABLE TRUSS WIND WEWINDINSULATION ATTACHMENT WEP SCREED AS �SPECIFIGATIONB6 STRUCTURAL DETAIR MANUFACTURES 2x P.T. SECURED LS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS ERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24. OC. BUHDIV. de RAT 1/2 THICC 2 COAT PORTLAND Ix2 P.T. FURRING SILVERADO CEMENT PLASTER APPLIED STRIP% • 24' O.C. I/2' THICK, 2 COAT PORTLAND %� cm DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2' GYP. wL. ep. LOT# 12 CEMENT PLASTER APPLIED Vt' GYP. WL. BD. PORTLAND CEMENT WOOD BASE • cI-n.1 BLK 15 DIRECTLY TO MASONRY �p BASE PLASTER APPLIED DIRECTLY TO MASONRY PROJECT* 0'-0' FIN. FLR. _ • _ J� 0'-01 FIN. FLR 0'-W FIN. FLR _ 0'-0' FIN FLR 03719.001-12151 ~ MODEL: 368 DESTIN ° GARAGE SAYING: ° LEFT a• ° a - PAGE: ti W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION DETAILS NO OPENING NOTE: NO OPENING PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN (�4:)1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT 5 1-STORY GABLE BLOCK WALL c Ir cT SCALE, 3/4'-1'-0' SYSTEM IS REQUIRED. FOR ROOF SCALE: 3/4'.I'-V SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4864B TYPE {� 1 IV, OR ASTM D 6151 R 10 DATE: 03/05/21 SCALE: 1/4"=1'—O" SHEET D1 TJ2G 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ 11) IG' X 8 J-BOLT WV 4' MIL EMBEDMENT IW a' X a' X Iw W46FER 4 NUT OR WV (a) IT X e' ANCHOR 5OLT6 X 1/e' WASHER 4 NUT ® SECURE 2X4 ON RAT TO ELK ® WV MASONRY m O NAILS. 2X6 GARAGE DOOR SECURED W/ m X4 (10 BOLTS, W/ 'eMIN. MBEDMENT, W/ 7' EMBEDMENT, X 2' X V6' WASHER 4 NUT. (1) WITHIN e' OF TO(1) WITHIN 6' OF TH P. E STM. (3)EVENLY SPACED. ® m IE m NOTES. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S NOTALLATION N&TRUCTIONS W4ERE ALICW WATMJCTIeM ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT ll�ae•M.. —r— Im 1'X4' 6' CMU ❑ DOOR DOOR DRYWALL Ix4 P.T. OR 6/4'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-11P.T. NA INTO ILER BLOCK W/ 3/b' YARD" CASING N. (M814AW 812E 145HE MN. AD SIZE 300 MR. EMBEDMENT 1.114' WITHIN e' OF EACH END JAMB OR WINDOW 4 WICMAX SPACING ATTACH TO 2X PER MANE FFACTJ8 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3/4" OR +5/4" ` NNDDO1f TO BLACK +3/4" OR +5/4" 2X4, _ W SECURE TO BLOCK ' 3/b' TAPCONS (MIN. SHANK SIZE .1411 MN. HEAD SIZE JIM MN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W Or- MAX SPACING. 2X6, SECURE TO BLOCK W/(2) GAB' TAPCONS (MIL SHANK SIZE .145 MIN HEAD SIZE 300 MIL EMBEDMENT I V49 e. CMAU WITHIN W OF EACH END 4 W Or— MAX SPACING, V)' DRYWALL 2Xe, 1=1 1'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3AW TAPCON6 DOOR CASING MIN. SHANK 61ZE J4S MIL HEAD 61ZE 300 MIL EMBEDMENT I V49 WITHIN e' OP EACH END 4 b' OG. MAX DOOR JAMB OR WNDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614H AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" p 1RNDOlf TO BLACK +1 1/2" ZX4, = SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J46 MN. HEAD SIZE 300 MN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 W O.C. MAX SPACING. 2X6, CM NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3/4" OR +5/4" ` NNDDO1f TO BLACK +3/4" OR +5/4" 2X4, _ W SECURE TO BLOCK ' 3/b' TAPCONS (MIN. SHANK SIZE .1411 MN. HEAD SIZE JIM MN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W Or- MAX SPACING. 2X6, SECURE TO BLOCK W/(2) GAB' TAPCONS (MIL SHANK SIZE .145 MIN HEAD SIZE 300 MIL EMBEDMENT I V49 e. CMAU WITHIN W OF EACH END 4 W Or— MAX SPACING, V)' DRYWALL 2Xe, 1=1 1'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3AW TAPCON6 DOOR CASING MIN. SHANK 61ZE J4S MIL HEAD 61ZE 300 MIL EMBEDMENT I V49 WITHIN e' OP EACH END 4 b' OG. MAX DOOR JAMB OR WNDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614H AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" p 1RNDOlf TO BLACK +1 1/2" ZX4, = SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J46 MN. HEAD SIZE 300 MN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 W O.C. MAX SPACING. 2X6, CM NOTE, 614H AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" p 1RNDOlf TO BLACK +1 1/2" ZX4, = SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J46 MN. HEAD SIZE 300 MN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 W O.C. MAX SPACING. 2X6, CM SECURE TO BLOCK WK2) 3A6' TAPCON6 MIN SHANK 612E .145 MIN. HEAD SIZE 3" MN. EMBEDMENT 1 V49 WITHIN W OF EACH END e' GFRI 4 b' OG. MAX SPAGNG. Ua' DRYWALL 2XIN ® TO BLOCK FTSECURE I'X4' W/(2) 3AW TAPCONS P.T. NAILER (MOIL SHANK SIZE J45 Tm' OAJ3. X 4' MIL MN. HEAD SIZE 300 MIN EMBEDMENT 1 V4') DOOR CmNG WITHIN 6' OF EACH END 4 b' OL MAX SPACING. DOOR JAM OR WIDOW ATTACH TO 2X PER MMRFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 15/18' /�11IDdDOT1 TO HLOCK +1 15/18" 2X4, _ SECURE TO BLOCK W/ 3/16' TAPCONG (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MN. EMBEDMENT I V4•) WITHIN S' OF EACH END 4 b' 0C, MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROL04 NON-STRUCTURAL WK2) .SA*' TAPCON6 (MIN, SHANK 612E .145 3A6' TAPCON MIN. 1.1/4' EMBEDMENT INTO BLOCK MIL HEAD SIZE 300 MIN, EMBEDMENT I V49 WITHIN V OF EACH END e' GMIU 4 W OL, MAXCM MAKING. In'DRYWALL 7Xe, SECURE TO BLOCK I'x4' WK2) 3/16' TAFCONS P.T. NAILER (MIN. SHRANK SIZE .145 DOOR CASING MN. HEAD SIZE 300 MK EMBEDMENT 1 V4') WITHIN W OF EACH END 4 b' O.C. MAX SPA)CIING, DOOR JAMS OR WINDOW ATTACH TO 2X PER M"FACTREB DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4" O��OLI TO BLOCK +2 1/4" 2X4, _ SECURE TO BLOCK 11113/16' TAPCONS (MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 W Or— MAX 6PAGNG. 2X6, SECURE TO BLOCK W1(2) 3/16' TAPO" MN. 6HAWK SIZE J45 MN. HEAD SIZE 3" MIN EMBEDMENT I V49 WITHIN W OF EACH END 6' cm 4 b' O.C. MAX SPACING. In' DRYWALL 2Xe,RE ❑ SECURE TO BLOCK 1'X4' W/(2) 3/b' TAPCON6 P.T. NAILER (MIN 6NMIK SIZE J45 DOOR CASING MIN HEAD SIZE 3" MIN EMBEDMENT 1 1/4') N WI N 6. OP EACH END 4 b' = MAX� «" DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3" @&V r T arnrrl � 2X4, _ SECURE TO BLOCK WV 3/6' TAPCONS (MIN. SHANK SIZE .145 MIL HEAD SIZE 300 MIN, EMBEDMENT 1 1/41) WITHIN 6. OF EACH END 4 b' Oa MAX SPACING. NOTE, STRUCTURAL 2X MUST 15E 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPGONS 3/16' TAPCON MR 1-1/4• (MN. SHANK SIZE J46 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MN. EMBEDMENT 1 V4') e. CyU UT14IN e' G! EACH END 4 W Oa MAX SPACING. 112' DRYWALL 2Xe, SECURE TO BLOCK P.T. NAILER W/(2) 3M.' TAPCOW DOOR CASING (MIN. SHANK SIZE J4S MN. HEAD SIZE 300 MR EMBEDMENT 1 16149 WITHIN 8' OF EACH END MEMBER WK2)Od WITHIN 4 W Or —MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS MANUFACTURESNEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" R - ON Tn wanrr( +R" 2ND ax SECURE TO STRUCTURAL e' OF EACH END 4 6' i0 e' O,C. MAX 2X4, = SECURE TO BLOCK W/ VW TAPCON6 (MIR SHANK SIZE 345 MN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 b' O.C. MAX SPACING, 2X6, UEI SECURE TO BLOCK WK2) V4' TAPCONS (MN. 614MK SIZE .145 MN. HEAD SIZE 300 MIN EMBEDMENT 1 1149 WITHIN W OP EACH END e, cm 4 b' O:G. MAX SPACMYa. 2Xe, ® IQ' DRYWALL SECURE TO BLOCK 11 1'X4' W92) 1/4• TAPCONS P.T. NAILER MR SWANK SIZE J45 MR HEAD SIZE 300 T/16' OSB. X W MI1 MIL EMBEDMENT 11/4.) WT14N e' OF EACH END DOOR CABINS. 410, O.G. MAX MAKING DOOR JAMm OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. 6HIM AS NEEDED TO PLAID JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 7/18" L/IND01/ TO BLACK +3 7/18" 2X4, _ SECURE TO BLOCK W/ 1/4' TAPCONS MIN. SHANK SIZE J40 MIN HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN e' OF EACH END 4 IS' O.C. MAX SPACING. 7X6, SECURE TO BLOCK W/(2) 1/4' TAPCON6 (MIN 614ANK SIZE J45 MIN. HEAD 612E JIM MIN EMBEDMENT 1 1/4')WITHIN e' OF EACH END 4 b' O:C. MAX MACIIG, 2Xe, SECURE TO BLOCK W(2) i/4' TAPCONS MIL 6NMK SIZE J45 MN. HEAD SIZE 300 MIN, IS SEDIMENT I V4') WITHIN e' OF EACH END 4 b' OJ:. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROWN NON-STRUCTURAL 3/16' TAPOON MIN 1-1/4' EMBEDMENT INTO BLOCK ly e' cm In* DRYWALL ❑ I'X4 P.T. NAILER P P.T. X 4' MIN DOOR CmING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 16149 DOOR JAMB TO BLACK +3 3/4" R 1FIND01► TO BLACK +3 3/4" A R C N I T E C T 8 G ouj=. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE ID04 TAMPA, FLORIDA 33634 PH: 813688.2828 FAX: 813688.2.2 'd 011111111110 SILVERADO LOT# 12 BLK 15 PAGE: DETAILS rassn-a- DATE: 03/05/21 isCALE: 1/4"=1'-0" D2 INSTALL FASTENERS (CLIFF: AICNIT99T8 NOTE, STRAPS, STAPLES) AS APPROVED BUILDING WRAP REQUIRED TO SECURE SHALL BE LAPPED A MINIMUM OF PIPE/ WRE TO FRAMING W • VERTICAL LAPS (ROLL WPM LAYER'L ENDS) 4 6• • HORZONTAL LAPS. STUCCO W W ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE V WTN PORTIBER SHEATHING. TAPE U4® LAYER a, FORTIFIBER \ O UILOMG PAPER METAL LATH PREFORMED CONTROL JOINT / .-�' \ }THICK PILAF R3 COAT CEMENT / \ 6k6' SELR-ADIERMG T'AEf'IDRAPIE 6 %�� n FLANGE OF CONTROL JONTS T art Be "RED TIED TO LATH f Y \ URB LAYER R, FORTIFIBER / \ BEADFBRING 4MEMBRANE OC, MAX (VERTA NOTE, DO BUILDING PAPER FLASNM6 OVER APPROVED NOT FASTEN CONTROL JOINT TO / r na✓_ L.AP • rR*x urM \RONALDWALL EVEN IF STUD VAST& HOUSE! F• 1441 N. GWOOD, FLREAGAN3275 BLVD. MBEYOND EXCEPT STAPLES W/ APPROVED METAL LAIN LONGW07-7 4- 0 7&0 LEG MAY BE USED TO TEMP. FASTENED fT (VERTJ OJO. 4k4' SELF-ADi RING I'7E1BRAfE PH: 407-7748078 SECURE CONTROL JOINT AT SUPPORTS X X X FLA9FIMl6 OVER APPROVED FAX: 407-774.4078 DURING INSTALLATION W® LAYER al, �— — — — HOUSE ulllAP. www.abdeslgrLBroup.com FASTENERS TO BE SPACED STUCCO WRAP METAL FLA6HING TO EXI'fiND ONTO PIPE AA #: 0003325 • I'Or, MAX VERTICALLY IT I WOOD SHEATHING 16' CONT. BEAD OF SEALANT WIB LAYER al, C. ]' THICK 3 COAT CEMENT DRAFTING BY: SRO WRAP I PLASTER INSTALL APPROVED HOUFELLRAP AIR A.B. DESIGN GROUP • nN AP' Pee cM T METAL LATH INFILTRATION DAIgSiER OVER +Cib !u ` .,p x `. •;• ,t'. t-'s�' I RM LAYER O, FORTPri66R DRAFTING INC. W® LAYER 4, FORTIFIBER BUILDING PAPER ELASTOMERC COATING OVER STUCCO/ 5439 BEAUMONf CENTER BLVD. ro SUITE 2004 \ BUILDING PAPER 4V. FINISH (BEE Tl'P WALL SECTION) \ / I UM LAYCO ER al, TAPH ,FLORIDA33634 6TUi' ro r FAX: 813�88.2802 OAP MN LATH SHALL NOT I UIOOD BiEATNMG ���T����� Tw CONTMUOIm 6110S.. v 10 V I SECTION = C THROUGH CONTROL M J 6arlor error ffd0 M.rida BE STOPPED BUT AND '. Exterior of P.M.rid cement pa.br DE STOPPED AND .haw mmnt v.11h ST C 921tion TIED AT QACN FIDE. requiremeMe of ASTM C H28-78b. PER A6TM CND63 PROWDE 2X4 BLOCKING r nM urM PLACED FLAT MAX. 6' TO V LAP, 4OVPR Installation of BXEDlbr lathing and framing FROM CONTROL JOINT WHEN ALL LAP .hall comply VAt ASTM C 1D83-19a, \ CONTROL JOINT FALL& ON arASTM 1787. i FASTENERS FOR LATH TO BE NAILS OR— i STRUCTURAL STUD SCALE, I IR•.r-E• STAPLES IN COMPLIANCE W A9TM CI11i 2. WRE TIES TO BE (NO. 0) 0,04'15' WRE- 3. BLOCKING BNOIW MAY BE M ADDITION/ \ 70 WALL STUDS Rf4'X4' SELF -ADHERING MEMBR" 6 • liIIRED PER PLAN FLASHING (COMPATIBLE W) HOUSE 4• p-VERTICAL LATH $4 WRAP MATERIAL) OVER PAPER DETAIL AR�•ROVED HOtmE WRAF p FLASHING TO PXTEND ONTO PIPE WOOD STUDS P OR LESS PIPE 6k6' SELF-ADNERMNG MQFbRANE PENETRATION { PLASHING (COMPATIBLE W) HOUSE MATERd OVER 4*x4* SUNBATHING ,`:;: 1 SELF ADHERING) MEMBRANE PLABNMIG OVER APPROVED BIIIIIIIIID SIDE LAPS OF METAL - } 4 HOUSEawALWW. O"M" TYPE CONTROL JOINT TM SECURED TO HE NGALL TIEDL BWLDMYi \ } FLASHaG TO ExrENO ONTO PIPE FRAMING. 1'RMDEM. PAPER ��� in A BETUEEN SUPPORTS UAT14 DID49S-IN. (W-MM) STUCCO k' LAP • LAI. CUT AND OVERLAP ONE FIDE OF SURE AT INTERVALS NOT r LAP • PAPeR SELF-ADNERMG MEMBRANE MORE THAN S' (229-MMA FLASHING CUT AND OVERLAP ONE SIDE OF AS I•EI! ASrn GND63. STEP ry STEP 02 9E FLAGWM RING t EYERAIE O LPOLDIIaWm.P(.A O LPOW 44W1p. Pr.A KIC KO UT 2. CMAW �S FOR PENETRATION DETAIL (FRAME) FOR REPAIR OF TEARO ® ® HORIZONTAL LATH DETAIL M Y IS LAYERS YEARS (��F.ITFE MAY BE PATCHED& PAPER DETAILWRAP TAPE N.S. PER MANUF. SPEC, OR Y POW PEEL 4 STICK i73 . 4► WOOD SHEATHING OL POLO .I1111R4D . O L POto feLv4D . P!. A OR CMU Pr. A >usAaa.Pr.e iOSAfS.Pr.e WR5 LAYER 01, S9UHDIV. de "0'- • CNIAfa . Mr. c STUCCO WRAP (FRAME ONLY) •Fir _ SILVERADO A MOLD Pr. O OVER CHIP!. • ;\; 69oT"On PLAawrouwf THICK, 3 GOAT CEMENT LOT# 12 PLASTER (FRAME),1/2' 2M) GOAT BLKLEGEND "'T 15 ^�. CEMENT PLASTER (GMUJ PROJffiCTNµ *=-.— METAL LATH (FRAME ONLY) 03719.001-12151 LAP WR5 4 TAPE OVER 2368 DESTIN DRAINACzE PLANE (SURE EED GARAGE 81FWG; Tg11i LAYER 01, STUCCO WRAP) LEFT nm� 'QQ J' THICK 3 COAT CEMENT ? 5'X5' VTYPE CONTINUOUS WRB LAYER *2 (FORTIFIBER — — — —' — — pwG �VALL 014'lO IiTAL FLASWIWx A'&Mtra !'SAT ? (NAIL TO ROOF DECK, NOT BUILDING} PAPER) ASSEMBLY URD LATER 9, FORTIMMM U1 F BUILDING PAPER MUMIN aan WALL SHEATHING) DETA S CAP METAL LATH X—XX—X uRe INSTALL ( WITH ROOF CEMENTIL — STUCCA 114lAPf1a4N'C ONLT) tAP LAYa OP OULOM 1a4.1• 4O°Y° STUCCO CHI ECT ��� 4 0 imoOn OM '^+iP �I ROOF CEMENT WOOD OR �1/lro ° ZIP WALL ., ' fYWLLPL4MW ; I ROOF PER ELEVATIONS SHEATHIM 2 2 °°'"" SELF-ADHESIVE FLASHING — — — — — — NOTE METAL LATH: LATH TO BE PER SECTION FELT ttEW �tL "Tot mw 4E4L (9Q0 OR ��'�a^� R'IO3.11 / ASTM C-84'1-14a, MIN. 2.5 LBS. 03/05/21 N�.f»TALLRIalar PER SQ. YARD (UTILITY OR NOMINAL SCALM: 1/4"=1'-O" fMtlLa ROOPlIa R.Af11N1 AT edRO'I Q bQ 1 tl14LL 41Ta144a011g6 ORP.Oe., OVaRAP Y" .Mlilo LATH DOES NOT MEET SPECIFICATIONS) SItRBa'I' H' eeo4r PAMJA YRAP F =- PLWWXT O"L" FLASHING (A7 5 N.T.S. A 1 d d INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, BIDE(S) AND DOTTOM FLANGES OF NON-MOVAEILE FRAME OF THE EXHAUST. BE�e OF FLASHING TO BE, I' x: I. BOTTOM. 2. BIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND - SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z EIEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER Or - BACKER ROD t NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. Yi CAULKING • JOINT I I ALL AROUND PER SECTION R 03.7 Exterior laftna and Dlasterina BACKER ROD I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. x- 1 1 X Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, V or ASTM 1787. WRB LAYER -I, X STUCCO WRAP rf - HOODED VENT 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING. DRYER VENT (FRAME) SHEATHING LAYER h, = WRAP LAYER -2, FORTIFIBER WOOD - CONSTUCTION -METAL LATH S' cm VINYL CASING BEAD W RAISED BAND asi )V MIDI -WALL ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYIN Z PLAS14NG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINACsE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — -- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEi VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE_ FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPEi UNDER 'QUICK FLASI WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDINKs PAPER J' THICK, 3 COAT CEMENT PLASTER 36' TO V MID -WALL WEEP SCREED CONBTRUCTICN i' 6' SELF-ADHESIVE FLASHING a cMu WOOD FRAMED F_ - - - —I WALL _ HORIZONTAL WEEP SCREED ' ( FRAME TO FRAMES A VENT PENETRATION h SCALE: N.T.S. fiIGCN Iv ICClrC1YC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHir HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHMK. UM LAYER 9, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER - T' OG. MAX .... aLaw ALL .6' WIDE STRIP SELF ADHESIVE PLAS14W., CLEAN MASONRY BEFORE APPLYING (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 5TEfi #3 a• WRB LAYER -I, STUCCO WRAP WRB LAYER 51, STUCCO WRAP 9 APPLYY 6(D MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) MAR METAL LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE A R e N I T e e T: 6 GroulLLP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 613.88&2802 �annnmo IF WOOD SHEATHING EXT. WOOD FRAMED A R C N I T! C T t WALL WRB LAYER 9, SUB - OR D FLOECKING STUCCO WRAP COLUMN BREATHING WEATHER RESISTIVE WOOD WRB LAYER 4, FORTIFIBER PRE-ENG'D TR1S6 I' ` BARRIER 9 CONSTRUCTION BUILDING PAPER WEATHER RESISTIVE I.. ' WEATHER RESISTIVE %4 HAT CHANNEL }' THICK, 3 COAT CEMENT BARRIER 9 I BARRIER 7 ' TYPE 'X' DRYWALL PLASTER WEATHER RESISTIVE 6' SATE GrouSIn g 6' SAP. • TOP OF WEEP SCREED DARRIER -2 Design TO SHEATHING BEHIND WEEP SCREED }' THICK 3 COAT CEMENI'� VARIES �y PEEL a STICK WOOD SHEATHMCs PLASTER `� 4' POSITIVE DRAM METAL LATH FULLY •EMBEDDED WEEP SCFMEn WOOD &BATHING IN ROOF CEMENT 1441 N. RONALD REAGAN BLVD. UERB LAYER 9, / 1 V X 3' 26 GA GALV. LONG 407-7 4- 0 750 STUCCO WRAP / - METAL DRIP EDGE PH: 407-774N3079 078 }' THICK 3 COAT CEMENT SET IN FULL DEC) OF ```��� Yi GAP FOR BACKER wwAX:40s-774.4 p. om PLASTER / ` EXTERIOR GRADE ROD R SEALANT SEALANT, O MIN. 6' SELF-ADHEREING DRY WALL SPACE FROM DRIP AA #: 0009326 ' FLASHING WRAPPED � FACE TO TREX WEATHER RESISTIVE • TOP OF DEEP SCREED }' THICK 9 COAT CM11 NT VINYL CASING BEAD TER BARRIER 9 4' 1"ITIVE DRAM DRAFTING BY: TO BREATHNG BELOW xeee o�n.e■n VINYL eom4ER BEAD WEATHER RESISTIVE �� LTAMPA, DRAFTING aNC.UP ' , -- ---- WATER PROOFING bl BARRIER 4 UARB LAYER 9, NO GAP IN FIELD VINYL CASING BEAD LAYER !2 LAYER PEEL `' EXTERIOR COLUMN ' STUCCO WRAP (SHOWN FOR CLARIFICATION OF �mwrr"� UMONT CENTER BLVD. SEPARATE ACCESSORIES ONLY) R STICK) rre w#�n COLUMN SHEATHING SUITE 1004 LEGEND LLRB LAYER "1, FORTIFIBER FLORIDA 33534 BUILDMG PAPER PEEL 1 9TI 6' SAF. :813886-2528 '^06'x3•'L'FLASHING DRAINAGE PLANE (WRBx: 613-s85.2802 -��-: SUB FLOOR FULLY EMBEDDED M SELF-ADHEREING ® Ka?oF� T LAYER 01, STUCCO WRAP) WRB LAYER 9 i CORNER OF C�ANTDILEVER 16' X 3' 26 GA. GALV. SnccO WRAP '� �4' POSITIVE DRAM SET M FUMETAL LL 15ED°D OF WRB LAYER "2 (FORTIFIBER - -' -' - - AMICO AM66-WRUG-lE0 I S, QED 0 C ANTILE VE R DRIP 115'x1 �s' P.T. OR SIMULATED SEAT ANT,)f' MIN CUSTOM CASING BEAD - -- WOOD (TREX)F SIMUI BUILDING PAPER) EDGE CONTINUOUS FACE e 0 TiREFROMX RIP X' GAP FOR SEALANT VINYL TO BEAD METAL LATH X-X-x-x NO GAP IN FIELD OPT' BACKER ROD. WATER PROOFING lot MODIFIED 90 (SHOWN FOR CLARIFICATION OF 3• X 3' Ii GA GgL,V. LAYER (2 LAYER PEEL 4 L+ FINISH LAYER (2 LAYER STICK) WRAPPED FROM STUCCO SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE HA RESILIENT CASING BEAD PEEL STIGG SET M FULL BED OF: HAT CHANNEL BALCONY DECK TO 6• )°EEL N SEALANT, OM DRIP VINYL CASING BEAD CANTILEVER WOOD OR I/I(o" ZIP WALL 10 A D TL. ® CANT. STICK . DRIP }' THICK, 3 COAT CEMENT FACE TO TREX WALE, I L,2'-I'-®• EDGE PLASTER SHEATHING S/S' TYPE 'X• DRYWALL METAL LATH WREXTURED N PAINTED i WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — V GAP FOR BACKER FINISH ROD 4 SEALANT "'�-4' POSITIVE DRAM NOTE : I VXI'Yi P.T. OR SIMULATED }• THICK, 3 COAT CEMENT WEEP SCREED- --- WOOD (TREX) FILLER VINYL CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION CONTINUOUS WATER PROOFING Mt WEATHER RESISTIVE VINYL CORNER BEAD (SHOWN CLARIFICATION FICATION OF RI O31.1 / A5TM C - 541-14a , MIN. 2.5 L B5. LAYER (2 LAYER PEEL N BARRIER 9 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FROM WEATHER RESISTIVE PER 50. YARD (UTILITY OR NOMINAL BALCONY DECK TO ! ;•�,,~� BARRIER-2 BALCONY DRIP LATH DOES NOT MEET 5PECIFICATIONS) 6'PEEL 4STICK • DECKMEMDRANE, 11C EDGE INSTALLATION 02COLUMN DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ( W/" L" FLASHING) WOOD CONSTRUCTION ®® 3• X 3' 26 GA GALV SCALE: NT8 METAL DRIP EDGE WOOD SHEATHING GG SET IN FULL BED OF WEATHER RESISTIVE 06W Me P.T. OR SIMULATE SEALANT,)$' MIN. BARRIER 9 WOOD (TREX) FILLER SPACE FROM atlP WRB LAYER 9, f r 3/4 RESILIENT1(2) WEATHER RESISTIVE CONTINUOUS FACE TO TREX VINYL CASING BEAD 2x FRAMING MEMBER STUCCO WRAP HAT CHANNELBARRIER 02 As' GAP FOR BACKE ROD N SEALANT WATER PROOFING bt ' WOOD SHEATHING VNYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 1 PLASTER 9 COAT CEMENT U1RB LAYER "2, FORTIFIBER! }' THICK, 3 COAT CEMENT PEEL N STICK) STICK) WRAPPED PIROI'7 9/4 RE&LIENT BALCONY DECK TO rrrm_ueR BED BUILDING PAPER 'z PLASTER HAT Cµq L CANTILEVER 2 1/2' FASTENED TO SHEATHING S/S' TYPE 'X' DRYWALLMETAL LATH }' THICK 3 COAT CEMENT ,�i,.,;q.ry : • 1' O.C. MAX i I UJF2B LAYER "I, W/TEXTURED N PAINTED PLASTER METAL LATH STUCCO WRAP FINISH WOOD SHEATHING METAL LATH 5 S/S' TYPE 'X• DRYWALL WOOD SHEATHING evsaiv de LATE j' THICK 3 COAT CEMENT Zxl2 HEADER 5W TYPE N PANTED WEATHER RESISTIVE 1 h WRB LAYER 9, }' THICK, 3 COAT CEMENT i WRB LAYER 02, FORTIP15ER SILVERADO PLASTER FINISH BARRIER 9 < STUCCO WRAP PLASTER - ; BUILDING PAPER WEATHER RESISTIVE > WOOD SHEATHING. LOT# 12 }' THICK 9 3 COAT CEMENT BARRIER a' POSITIVE DRAIN PLASTER a' Pool*'� DRAM WSELF-ADHERING METAL LATH BLK 15 VINYL CORDER BEAD x=Fe ar• =m N METAL LATH FLASHING i IiCFP arocED VINYL COIBNER BEm • VINYL cAenNG BEAD NO GAP IN FIELD WRB LAYER -2, PORTIFIBER �' (EXPLODED J' THICK, 3 COAT CEMENT 03719 001-12151 VINYL CASING BEAD NO GAP IN FIELD (SHIOWN FOR CLARIFICATION OF BUILDING PAPER EW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ' CLARITY) MODZT-' SEPARATE ACCESSORIES ONLY) DRIP CAP - 2368- DESTIN BALCONY DRIP CORNER HEAD ® FRAME O11D DRIP EDGE 11 EDGE INSTALLATION 14A GARAGE ewrnTc: INSTALLATION PAGE•LEFT U1INDOUI FLANGE WALL W,RB L R 9, ASSEMBLY WOOD C04STF UCITON STUCCO? RWRAP = ' DETAILS B ARRER 9�SISTIVE �k CORNER BEAD WRB LAYER r1, FORTIF15ER .' a WEATHER RESISTIVE (FASTENER 4 SPACING 0 "I' O.G.) BUILDING PAPER A CHI ECT: BARRIER 4ig METAL LATH VINYL CASING BEAD }' THICK 3 COAT CEMENTPLASTER S/S' TYPE 'X' DRYWALL METAL LATH P THICK 3 GOAT CEMENT PLASTER ; W/TEXTURED N PAINTED WOOD SHEATHING FINISH 6*SELF -ADHERING }' THICK 3 COAT CEMENT HEADER/BEAM CMU FLASi-IING f PLASTER -•- � � 1/2' THICK, 2 COAT CEMENT : VINYL CORP. 4' DRIP CAP NO POSITIVE DRAIN VINYL CORNER BEAD PLASTER APPLIED ' WEEP SCREED DIRECTLY TO MASONRY VINYL CARING E4EAD NO GAP IN FIELD WINDOW FLANGE P 03/05/21 (SHOWN FOR CLARIFICATION OF 8CALIM 1/4"=1'-O" SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD ® BLOCK 158 CASING BEAD ® WINDOW 8HE= @DRIP EDGE INSTALLATION ( FRAME, NO BAND) TAT A 3 WOOD SHEATHING —\ WRB LAYER el, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER � METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-A0HERING FLASHING / VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 1 METAL LATH I i fEXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYE STUCCO 0 Yi GAP TYP ]' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER ® STUCCO TO SIDING TRANSITION WRB LAYER 4, FORTIFISER BUILDING PAPER SIDING- WOOD SHEATHING M.= LATpR 9, \ \ WRB LAYER 01,STUCCO WRAP STUCCO WRAP `— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO j 8 CASING BEAD (CROSS SECTION) i WOOD SHEATHING UIEATHER RESISTIVE WRB LAYER 02, FORTIFIBER 06AMER 41 BUILDING PAPER uEATFER STIVE RESI �/ \ LATH / METAL uErXT�Y L�AI�61DING 6. W� .�j; ed ASHING THICK, 3 COAT CEMENT ALAOWIjNGS I PLASTER ■ < I WEATHER N9elenve arARreR STRIP/ \ a• ATH� �SroTIVE 6'SELF-ADHERING ,J \ FLASHING M I \\ yR 0ALVD METAL GALVV PETAL 71 PLASHINGon DRIP GAP + • V.• v a• si•.�u women WINDOW FLANGE ' CASING BEAD C� WINDOW 1 J C (FRAME, W/BAND) WOOD TRIM MEMCE� ` a�.raseaaJs � / \ / Y' X b' SW1aLATED Umo TRIM MEMEER \ SEAL GAP W/CAULKING / OR APPROVED SEALANT CASING \� SIDING TO STUCCO ® BLOCK TO FRAME � 9 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION RVd3.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBW. METAL LATH PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER ' WOOD CONSTRICTION BEYOBUILDING PAPER WRB LAYER 01, WOOD �ADFERN3 ERR ' THICK, 3 COAT CEMENT i STUCCO 1tJRa (� RESISTIVE TIVE BA RM � I WEATHER RESISTIVE \� PLASTER ; 11"TWER RESISTIVE 6' MIIISARN.�ABOVE TOP •T // Q FLASHING ' WRB LAYER "2, FORTIF15ER X T Y' LAP SIDING / ReVL�AL / VINYL ANGLED , BUILDING PAPER WEATHER Reslenve S'SELF.ADHERING I GARWER� CASING BEAD i PLAASH1WdG \ '` WEATHER RESISTIVE METAL LATH BARRIER a VINYL CASING BEAD STARTER STRIP \I \��— 11 THICK, 3 COAT CEMENT 8� I 'FLV�ING, I (EXPLODED vrEWFOR PLASTER OR CLARITY) aALVV METAL RESISTIVE •Z' FLASHING ERLAP ERR M T1 I, VE TOP ' X A,�S1yIFA1 TEE) OF 2' PLASNING " E-z DEAD VINTL wa Y 81h'AJLA77ggD (WW PLEXIOLe PVC / , ulboD TRIr7 MEMGER SACKER ROD) \ / : 'SELF -ADHERING CASING BEAD ® RAISED 61 \' I �`A�H"� ry BAND ( FRAME) FL464M�°"R OEMQIT PLASTER \`\ � � �: I OR AAPPRDWIP SEAL GAP AING LANT WEATHER RESISTIVE ^ t ( ti �RESISTIVE CANNER SCALE:E-zeEmVenLeaenu WEATHER RESISTIVE MANNER 4,IDLE PVC SACKER ROD) SIDING TO STUCCO WEATHER RESroT1VE ® FRAME TO FRAME BANNER-2 � n TRANSITION 1 �7 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH a WINDOW FRAME f�— �,.../ _.._,.�.... WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) `—WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE ml BEAD VINYL CASING �"! (W/ 2X FRAMING (W/' FLEXIBLE PVC BACKER ROD)) MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP ; ; WRAP ' --------------------------------------------------------------------------------------------------' - ��EZ BEAD WINDOW CASING A i C N I T i C T i 6 Gropin 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.eom AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813b882828 FAX: 813-888-2802 aRmmi� A 1 C N IT 19 011111111101, CARE SHOULD SE TAIIEN IN KEEPING THE VENT PROPERLY N-. 6' AND iT SHONN IN r GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILDED, NAL IN PUGS USING I. W NAILS AT EACH CORNER, ROOFING CEMENT SHOULD BE APPLIEDTOALL SHINGLE EDGES NEARTHE CUT THE GOOSENECK VENT OPENING IN THE ROOF RE EMID AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE NEAT) IER COASTAL SHEATHINO.SI2E THEOPENINOINA—IRDANCEIMTHTHE CON.TRUONONZOIES. CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS USED, SI2E THE VENTOPENING INACCORDANCE WI VENT FAN MANUFACTURE'S PIPING CONNECTON INSTRUCTIONS. DO NOT CUT INTO TRUSSES CR RAFTERS EMENCUTTING TTE OPENING IN THE RINTERFERING SHINGLE NAILS PREVAIL THE PERIMETEROF THE OPENING THAT ENAILING FLANGE OF THE VENTUYS FlAT TO THEE THAT THROOF SHEATHING. SLIDE II41 THE TOP AND SIDE FLANGES OF THE VENT to AND UNDER INVENT FUNDE8 TOUV ON THNDLES. TIE SHINGLES, THE TOP aF THE SMINIXEs. Fs-1--o ROOF HOOD VENT DETAIL SCALLE, NT8 OR NG AT 4r LINE OF WINDOW OPENING APPROVED NOU1161~ OVlIE SNEATNNG OVER WD STUD WALL INSTALL S'— I EA P-ADNINIUM FLAB M OVER NAILING FLANGE JAMBS EXTENDlGAI6 LAIN IWL4/NRN / ' BELOW GILL \7/` FLEXIBLE PLAbNNG DO NOT SEAL BOTTOM PIN STEP 6 TEI'IRO FOLD-1 No" TUCK I, AL NM INSTALL S'— SEV-APWMR G R.AYHNG OVIR vwm LEAD FLASHIIG (WITH 1 DAMS) NAW-ING RANGE EXTEND - '4 , SELF-ADfERIIG IS BETOFD JIT'E FLAbNNG INSTALL VINYL D CAP MOLDEDA RFBASE OF PIPE AND OVER FLANGE ALIGN RASNING ILV WT. ■OGE CP SILL RO. 1`E0I4NIGALLY FASTEN FANNED EDOE!(CAP NAILS. STAPLES) INSTALL DU'MT PLEINIUP AS h PLAGWINS AT TM FOLD HOUIBGIAP DOWN ( TAPE DIAGONAL CUT A ACROSS LEAD or WIIOQW PLUMBING VENT DETAILS SCALE, IM WTALL S' BADE APMSIVE - BAQRD FLEXIBLE PLASHIIG MATERIAL OVER ONP CAP JOINT (FROTECTO-URM BT-70XL a 50") STEP 7 STEP 8 '4zo WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS W N M VALLEY FLASHING SIN OR HEAVIER FELT UNDERUYMENT ASPHALT ROOFING CEMENT -� II IRA FASTNERS IN ENDOF SHINGLE ND END—VOLEAT LEAST 12' BEYOND i. VALLEY CENTERLINE '0.1PPED OFF CORNER AT NS DEGREES <SHINGLES TRIMMED Y BACK FROM VALLEY CENTERLINE I. IT ro THE CONTACTORS IIESPOFNSIBILTY TO YOUPY ROOF VALLEY DETAIL lam "° SCALE, NTB FLAS4W. MATERALe U/ED DIALLING CONSTIEICTION 7. INSTALL ALL MATERIALS FIR MANLNPACTURERe WRITTEN SFECIHCATICNB WAANW, SEALANTS MAY REACT ADVERSELY P NOT COMPATIBLE, CLEM AND SEAL JAMB TO BILL JOINT$ WITH DOW I199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTEI REPAIR SCHEME SHOWN SMALL. BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 061141.1 (O EGIAL)SEALANT- VILM AM -LIED PLASHNG(LANCO WHITE -SEAL RC-N OR EQUALA SLOP! SILL TO EX WALL FLASHING INSTALLATION DETAIL (MASONRY) $GALE, We Wnasitrn YM: 4U )-( Mu (E FAX: 407-774-4078 wwwsbdeal8>Tgroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAA: 8134862802 1/8' TEXTURED FINISH a UIOOD, / Y ' 112' TEXTURED ----+ -- PMISH a cm x . T 2x6 SUB -BANS / W/I'x4' NOTCH a METAL LATH x x x - — END, WRAPPED IN x x x x x j METAL FASCIA WRAP +� WOOD SHEATHING x x x x x x PEEL 4 STICK }J OR am WRB LAYER 01, x x x x x x DRIP EDGE 1\\ STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x ------------ BUILDING PAPER \ WIRE, LAYER 4, FORTIP15ER x x x x x x x x x x x x x U 1/8' TEXTURED I\ (FRAME ONLY) x x x x x x x x x x x x x ;:' I FRAME OR CM FINISH a WOOD I \\ 2x6 Sue BAND x x x x x x x x x x xROOFM J 1/2' TEXTURED \ "\ �'T x x x x x x x x x x FELT PAPER q FINISH a CMU / \\ DRIP EDGE x x x x x x x x x x DRIP EDGE \ x x x x x x x x (REFERENCE POINT METAL FASCIA \ METAL KICK OUT WRAP 'Va. FROM \\ ©PL AN B x x X x x �N Y_ FOR WALL OFF STUCCO, I' FROM \ SET OF COMPONENTS) -- ------ A ! WOOD WALL \ , r`—EXTERIOR WALL \\ METAL FLASHING, WRAPPED (FRAME OR CMU) \ MIN.Y4 ABOVE BOTTOM OF DRIP EDGE NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY WIWx4' NOTCH a END, WRAPPED IN \ ROOF DECK (BEYOND) PEEL 4 STICK \\�`\`\DRIP EDGE, I' OFF WALL ROOF CEMENT a \ F EDGE NOT INTO STUCCO) OMITTED FOR \� I 1-1/8' TEXTURED FINISH a CLARITY ��\\\ i WOOD, CMU TEXTURED Is FINISH SUB BAND DETAIL ® WALL / 2x6 SUS -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK (Z)ELEVATION METAL FASCIA WRAP I'OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL,4N ,4 PRE -ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V' SCABBED TO TRUSS W/126 NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 6 Design Grouplm 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroupmm AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 4" CONC. SLAB I 4B'-W 17'.2" 1 V-4" 4'4" 7A 0" 5'-0" 1'-4" 9'-8" 4'-6" TO O '4 SLAB " IIIIIIIIIII& . ------------ 1 --------------TT-l" TE-1 _ FM-16X16 1 1 3 4" CONCSLAB?qOWM;t� HASECHASE9'-2" -3,n"------ 3'-8"EXTENDF TE-2 J I i i SLAB 1 1/2" ;; I 3ix6k' . I '1wx- 1 m 11 . NI WI I j ~i 11, -31/2101-91. L TE-2 l I '1 12 I ILL I ; 'i a 'n I I M I 1 0 ,� FIN. ELEV. 0'-0" I t.1 i i ii FIN. CONC. SLAB c 1" PVC CHASE I FOR ELEC. @ I ISLAND i I ii i' I '1� I 13'-2" 34'-10" I I v I+ ;t ro x x I I 1 5'-6" 2'-8" tl -----TE-1 19'-6" I I 1 L---- EXTEND-31/2"* iv SLAB 1 1/2" I I O I I I I I I 5 I I w ;q I I 13,4„ 24,4„ I 20'-4" i I I I 1 7.1 iv R I EXTEND Q b � FM_16X18ElEll SLAB 1 112" o O I L ----, a ILL 11 aol -3 t/2" "U I " I I XI V-5"+ 5 I I I II ml zm � 1 i , LL ;t I 14 4 -5 1 /2" 1 --- FM-18X18 1t------ ----- FM-16X1188 ----------' I 4 —— TE-i io I — — — — —— FM-16X18 --------- 1.1 I 4 1,$. 1.1 76,-0„ 1.1 ,A„ 6.4. 6'4" 3'-101, T-2„ 28'4" 13'-4" 48'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, []INDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16xl8 16, CONTINUOUS 18' - (2)#6s FMC-16xl8 16" CONTINUOUS 16" - (2) la's #S IN CURB VARIES F-24x24 24" 24' 17, (2)#5's (2) 's TE-1 8" SEE PLAN 8" - (1)m's TE-2 8" SEE PLAN 8" (1) ws #51N CURB - 0'-P' FOUNDATION PLAN SCALE: 1/4" = l'-0" F-A R C N I T E C T81 6 Grou�L� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 W W W.abdesigngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813"888.2628 FAX: 8134i88-2002 anmm�o 30' MIN. EACH WAY MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q Il CELL SEE PLAN FOR SIZE ANDr- 0 4. T SPACING REQUIREMENTS SPACING REQUIREMENTS ¢C W v n EL N Q •: FM Z 8"CMU WALL O B"CMU WALL ° CORNER BARS, SAME SIZE AS LARGER BAR � O � ? IN FOUNDATION WITH 30" LEG EACH I S in a-0 , WAY AT ALL CHANGES qe TOP OF SLAB e ° TOP OF SLAB NDIRECTIONS SO THA THE S S CONTINUOUS I . - . - / - , ' , �—! .I MATCH AMOUNT OF CONTINUOUS BARS •I < EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) - V RIES SEE SLAB SCHEDULE TOP OF GARAGE UBARQUANTITY a ' � o LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2" ISOLATION , -� Ip 18' 6" CHAMFER (2-STORY) EXT. PORCH SLAB " CHAMFER (1-STORY) "CHAMFER •JOINT (WHERE - • • Z #q 2q••W/1/TISOLATION SEE SCHEDULE 30' JOINT (WHERE (2STORY)APPLICABLE) E SCHEDULEEN FOR WxD, BAR SIZE APPLICABLE) iWXD, BAR SIZE TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY #6 36DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 42' NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING (-,-'\EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION GARAGE scaLE:3/4••=1'-a' CORNER BARS DETAIL LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING J RECESS WALL W/ SYP w W I] N I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ /n W g, NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2' W _ O 0.5 SECURED W/ 2- PART TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH N co 2"CAPPED it g EPDXY. MIN. EMBED PLATE PLATE EPDXY 5-12" EMBED. MIN. 0 16' OC GALVANIZED PIPE WiFLANGE BASE (B g 8", UNO Q O FOLLOW ALL MANF. SIMPSON SPH4 LA SPH6 MAX BTM AND TOP PLATE CURB FOR b = K SPECIFICATIONS FOR to QQ USE AND = m PREPARATION OF ANCHORS W/ tOd z i 1/2" COMMON NAILS FILL ALL N MASONRY UNITS SET 7;00 AT ELEV: 4„ HOLE. HOLES, DO NOT USE 10d W p•-p SECURE FLANGE TO Z J x 3' 0_ SLAB SCHEDULE Q SLAB W/(4)1/4" X 21/4" O} [SEE 0•{p• TAPCONS O' rr TOP OF SLAB RECESS AROUND GARAGE =AND ULE SIZE NTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION LAP TOP PLATE A MIN. OF 49- AND NAIL W/ 16d COMMON SCALE: 3/4"=1'0 (W/ UPLIFT) 5 ti NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT SCALE. 3/4"=1'-0" SCALE: 3/4"=V-0" LAP TO OCCUR OVER STUD OF WALL W! PLAN 2.4 OR 216 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY LAP TOP PLATE A MIN. OF 48"----.�� NAIL 16" O/C STAGGERED. AND NAIL W/ 16d COMMON ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN NO /lw. SPACING REQUIREMENTS UPLIFT IS PRESENT. Zx4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP No 2 STUDS SEE � Of SEE SLAB SCHEDULE PLANS FOR SPACING. SINGLE Q ^ Q BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 11 �. 0•_p•• TOP OF SLAB PROVIDE DBL. TOP PLATE 16' 0/C STAGGERED. ¢ W° 00 . ADDITIONAL METAL CONNECTORS NOT O � -I REQUIRED WHEN NO IL UPLIFT IS PRESENT. O 8" CMU WALL _ Z POURED LINTEL CONT. (TYP.) e B 8" CMU FILLED CELL (TYP.) - - TOP OF SLAB I, sEE SLAB SCHEDULE 2X WALL FRAMING 11 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE +- 0'-0" SEE SLAB SCHEDULE '', 1/7' DIA. SIMPSON STB2 BOLTS 6' AND BAR QUANTITY TOP OF SLAB Z ? a ~•` MINIMUM EMBEDMENT INTO ENT IN a•. "ISOLATED" COLUMN PAD GROUTEDMBED ENDS AND INTERIOR CURB FOUNDATION WOOD WALL <e ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX Q -° B _� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE d - SEE SCHEDULE FOR WxD, BAR SIZE .'i"y"i�''Ti 4, FOR WxD, BAR SIZE " AND BAR QUANTITY AND BAR QUANTITY �_"�INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO B' VARIES B' `� SCALE: 3/4"=1'1" (NO UPLIFT) �n FOOTING AND COL. PAD 14� BLOCK WALL CONNECTION ,� SCALE.0„ YC 1 1 SCALE: ru s-CCNT. ; t SHOWER RECESS FOOTERRECESS FOOTER I� SCALE:1"=1'-0" 6 Grouse 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774,4078 www.abdealgngroup.com AA #: 0003328. DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 813-886-2802 annnuio DF'Pw . 03/05/21 SCALM 1/4"=1'-0" SHEET St. IA 13'-2" 14'-6" 9'-4„ 10�„ 6' 2" 7'4" 4'-10" 1'-B' 1.-0• Y w DOWEL PLAN SCALE: 1/4" = 1'-0" A R C N I T E C T II Gign r2o LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeelpigroup.eom ` AA M: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134W2828 FAX: 813.888-2802 So SILVERADO LOT# 12 BLK V PROJECT* 03719.001-12151 —1IPlo 111' m SITING: PAGE: DOWEL PLAN DATE: 03 05 21 DATE: SCALE: 1/4"=1'-O" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL W/10'HOOK IEBAR GROUTED BOND BEAM IEVERTCAL REBAR VARIES PER ELEV. OHORIZONTALEBAR W/ 10" HOOK fl f GROUTED BONDBEAM Z VARIES PER ELEV. ° a ag #5 BARS 10" HOOK d dry LL g 4 _• mo °-: '•��• °�> a a ' _�4° O CLEAN OUT REQUIRED p� 1-0 0 - FOR INSPECTION m ,O m • I. m •• • O M 0'_0 FIN. FUR. � -� •a ° TIE EBAR ql�; TO HORIZONTAL e HORIZONTAL d.< REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. F ° Z W g 0 #3 181, 30„ Q ARE NOMINAL SIZESNS #6 #7 42 OFFSET METHOD BARSIZE 48 DIA. CONTINUOUS � METHOD #4 24" • • MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 3(r 3 SCALE: 3/4"=1'-0' 4 REINFORCING REINFORCING SCALE: 3/4"=1'•O" #7 42 8" u8" MASONRY COLUMN W/ (2) #SS ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE BLOCK AS SHOWNW/#5 DOWEL IN FOUNDATION. ❑al r,—"�DOUBLE FILLED CELL A it e N 1 t E C T a Grouiln 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdssigngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8138864802 FRAMING NOTES: /. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. Z ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE d DESCRIPTION REMARK (2) 2X12 GENERAL NOTES 1.)CODES 1.1 FLORIDA BUILDING CODE 71h EDITION, 2020 RESIDENTIAL SECTIONS R402.2 8 R606. 1.2 FLORIDA BUILDING CODE, 7th EDITION, 2020 BUILDING, SECTIONS 1901.2 S 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REOUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 402/602-16) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.)CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO I " SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615/A615M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615/A615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 04.5 WIRE PER ASTM A1064/A1064M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN PM - 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318-14 AND TMS 402-16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINTEL LENGTH AT V-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) 05 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. 1 8F16-1TIOM/OB 8Fl6-lT/0M/OB RS 8F16-1 T/0 8F16-lT/0M/O PRESTESED 2 1 1 r- - --- - - - -- I I H7T I I I I I I I I I I I I i I 8F16-1T/OM/1 B I L------------J r- - - - - - - - - - I UNO. PROVIDE BB1 • m WHERE ROOF g TRUSSES BEAR, TOP g OF WALL a 9'4' UNO lb LL I I I I o I I I � � I I I LL I I � I I I I I I I I I I I I I I JL Ej - - ma LL o. L-----J Q 0 rb F14-1T/O OB AH7AB ECES"SE N /mExh-liulimmilla 0 8F36- /OM/18 - PRE-S ESSED 8F16- riomilB LGE u LIFT BEAM PLAN SCALE: 1/4" = V-0" F-ANCN ITICTS 6 GMellon 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdsWgngmup.wm AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 64 PH: 8134i88.2628 FAX: 8134i86.2802 avHaiv dg LOT: SILVERADO LOT# 12 BLK 15 1 2368- DESTIN 1 PAGE: LIFT BEAM PLAN rsca - 03 05 21 DATE: aCAL C: 1/4"=1'-0" aHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'Sc6•• 1#6 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL I PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16' `(p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 3d' LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / 1 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL e„ / A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.'—"—�c, VERTICAL REBAR W/ id' HOOK �q5 �\ ��Q 8x16 DEL. BEAM W/ (eOND #5 BAR NOW /\OWN 0 EACH COURSE G 8x8 BOND BEAM TOP OF W/(1)#5 BAR .`. BONDBEAM 30" TYPICAL F = FILLED W/ GROUT -\\AO U =UNFILLED GROUT SOLID FROM OP NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #6'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 A\QED 16-1 T/1 M/ B 8x8 PRE AST CONCRETE NOMINAL —ice LINTEL W/(1)#5BAR(L2j LENGTH OF BAR =WIDTH OF MASONRY P� HEIGHT #Of#5'S,TOP ORE"'NG.2•' CORNER IT STHIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION REINFORCING OF BEAM THATXFXX-1T/1M/DBINDICATESADOUBLEBONDBEAM #OF#5•S,BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-d' BOND 1 ANDXFXX-.IT INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Lt) REFER SCALE: 3/4"=1'-d' IT IS THIS ENGINEER'S INTENT AND XUXX -1T11 M)DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1T,OMM INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 114') W FROM EACH END AND AT LOWER ELEVATION 16.O.C. MAX. MIN 1-114' _ EMBEDMENT #5 BAR BENT ASSHOWN - 2x6(MIN 2X 3)2J/16 TAPCON PRE -CAST <3114, OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL g MIN EMBEDMENT 1 1/4•') 6• o SLOPE FROM EACH END AND 16' , O.C. MAX. MIN 1-114' EMBEDMENT 0 _ 2x8 (MIN 2X3)2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /711TOSB UPPER AND LOWER MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOOP BOND � SHEATHING ANDARD ACI HOOK TYPICAL MASONRY WINDOW %1 SILL CONSTRUCTION CORNER BARS ��� ARCHWAY FRAMING DETAIL AT CORNER STEP 3 scALE:3/4••=,'-o" SCALE: 3/4"=1'-0 PROVIDE T' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I SINGLE #6 CORNER I A BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM I u II it I� M Bx8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BARS),AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM ��� SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" A R C N I T R C T II 6 GaE)eso 141 N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigDgroup.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813888.2628 FAX: 813-886.2802 annnmo AAWTTIHe] ;10113 " L* 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'1. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER! ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" 6 Grouse 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigigroup.com L AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86.2628 FAX: 813-886.2802 91111111R3 IF A R C N I T I C T i ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE C 24. O/C, SUBMIT SHOP "ROOFIWALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{i) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR (1) SIMPSON HETA16 HTSM20 W/1010d TO 8�2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSB ANCHOR WITH NOTE: A PT SYP #2 7' x 4", TRUSS AND (4) 1/4" x 21/4" (12) 16d x 1 }' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND SHEATHING FASTENER SCHEDULE" (9) 10tl x, "NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE 8", 6' x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE TITEN 2 ANCHORS TO CONT POURED LINTEL ��pp�� �1 Dmi rI OVER TRUSS (NOT SHOWN) Grou LLQ C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 T' x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 6', 6' x 4'-0' MAY BE ADDED HEAVY UPLIFT HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. WITH (12) 16d x 3 �" NAILS TO GIRDER O!C TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32750 ADDITIONAL PLY MAX. TO ji A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1!4" z 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH: 407-7744078 112, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4)" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL 4-407 W ab4de�774.4078 SEE ARCHITECTURAL }" x 2 }" TO GIRDER wFAX: gngroup.com AA #: 0003325 2x SECURED W/ NAILS. GALV. COMMON NAILS. ENGINEERED WOOD 841) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10tl TRUSSES @ 24" Or, 1x2, 2x WOOD FASCIA (2) �" x 5"TITEN HD TO CMU AND (18) SOS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER DRAFTING BY: 17' O/C FOR REVIEW 2x SECURED WI (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH A.B. DESIGN GROUP AND APPROVAL GALV. COMMON NAILS. (2) J" x 5'TITEN HD TO CMU AND (18) SIDS }" x T' DRAFTING INC. 112 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEAUMONT CENTER BLVD. GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED SUITE 1004 MASONRY BOND BEAM SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS TAMPA, FLORIDA 33SU SEE SCHEDULE PH: B1S888.2828 A ALLOWABLE UPLIFT = U: 1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. FAX: 81343W2802 B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 7' APART C ALLOWABLE UPLIFT = U27D5 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1A 16 1C GIRDER CONNECTOR(S) CAL : /4"=,'-0' 2A 2B 2C TYPICAL ROOF 3 SCALE: 3/4"=V-0" /'1 A 1 a GIRDER CONNECTOR(S) 2X4 SYP DIAL. ING rnEEN KWHERE 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12tl EA. B W/ ( TRUSSES SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT POOR= COVER 5 TRUSSES) N-0" O.C. (AT SHEATHING SEM THam ,88 0'-0" TO 30'-0' (1) "X" BRACE SEAMS) R ELEVATIONW/ LSTA12 20 GAUGE 4500 3/4" WOOD PANELS t IIE2 HOG COMMON NAILS. 8000 (2) 1/2 WOOD PANELS 8'-D" MAX (W/1X4) 30-1" TO 60'-0 (3) "W BRACE (1) "X" BRACE @ CENTER SECURE e P LATE TO BLK W/ DIA. EACH END TOTAL OF 10 OR 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T BOLT 60 (2) 1/2" WOOD PANELS 90 2X LUMBER FROM CENTER TO END. WASHER SET IN HIGH unnmu� 2x WOOD FASCIA,LSTRENGTH EPDXY 6 i® MIN. EMBED. AT 32" OC tx4 DIAGONAL SEE ARCHITECTURAL Mom'$$ PER ELEVATION BTM. CHORD SECURE GABLE TO 2x8 13 .1 ip LVUIJOIST WITH BRACING, SEE PRE-ENG GABLE TRUSS P.T. PLATE W/ 12d's 8" GEE BACKER BLOCK 6TIFFBACK (AS PER PRE-ENG IJOIST PLAN FOR LOCATION O.C. MAX 5!8" GYPSUM BOARD OR 1/2' HIGH o U a> MAY NOT BE STRENGTH CLG. BOARD Z�1 a F REQUIRED TRUSS ENG) CONT. 2X4`0 SECURED W/ (2) 10d's ®EACH TRUSS SECURE IJOIST TO TOP PLATE TO BE INSTALLED w/ (2)12d TOENAILS BTM. CHORD OF 10'-0" O.C. MAX. _ WOOD ROOF TRUSSES DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH SEE SCHEDULE FOR 2X4 OR 2x6 WOOD BEARING MIN. 7" EMBEDMENT BOND BEAM REQ. YY WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (18) t6d X ■ PLANS FOR SPACING. SINGLE 2-12" NAILS TO POST., ■ � BTM. PLATE TO BE PT. POST TO SIT DIRECTLY �M gg(B3 TIIE>36 PROVIDE DBL. TOP PLATE ON SLAB PROVIDE BLOCKING tx4 BTM. CHORD BRACING 6'-0' O/C END WALL OR OTHER 4500 314" WOOD PANELS MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 8000 (2)112" WOOD PANELS 12' GVP. WL. BD. 10'4" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD 60 (2) 1/2" WOOD PANELS INTERSECTION TYP 90 2x LUMBER BTM. CHORD BRACING BLOCK WALL W/ GABLE END .�.,•_ �.;.o,. 6 PRE-ENG'D TRUSS SCALE: 3/4"=1'-0' BU33DM Sc iOIr. SILVERADO LOT# 12 ° LVUWOOD POST CONNECTIONS BLK 15 5 PREC OJTio 03719.001-12151 I-.J I T I 5'EDGE CENTRAL >1cODELA 2368—DESTIN '4 s I-E.3/4"=T-0' SPACING SPACING (NO UPLIFT) SEE SEE GARAGE 8tNING: CHEDUL SCHEDULE SE FF AMI P f LEFT 8" 7" T' 8" T' 7" 5" 5" 5" SEE PAGE: d NOTCH DEPTH 1/4'D W - 5 1/2'SM NE EMBED. (R yp LT SIZE SEE LEDGER SCHEDULE W THE USE OF ALTERNATE MATERIALS MAY BE DETAILS �iY' 1. ENSURE THAT EXP. BOLTS/. -BOLTS ARE USED SO LONG AS THEY CONFORM TO THE HOLE EDGE >5/8'"- PLACED INTO GROUTED CELLS, 8" ALL AROUND HOLE DIAMETER BOLT. FOLLOWING < 215'D SGL. STUD Z 2. END OF FRONT AND REAR LEDGER SHOULD OUTER 113 OF °D LAP A MIN OF 4'-U'. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS HIT C SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS D/E C A B = 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. � CLOSER THAN 6" O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND _ EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5"MIN. (2) _ DIA. x 3" MASONRY SCREWS MAY BE USED, PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" 011 MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGU-8-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'1 SIMPSON TITEN BOLT/J-BOLT, 5" BTM. HOLE DIAMETER MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. PLATE < 315-D DBL. STUD E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3W` SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0' STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLTSIZE VMMSPACINO CBlIRALSPACING A DOUBLE 2x8 1/2" 8" O/C 16' O/C B DOUBLE 2x8 3W 8" O/C 24" O/C C DOUBLE 2x10 1/7, 8" O/C 16, O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 34' 6" O/C 16, O/C F DOUBLE 2xl2 3/4" 6" O!C A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. y7 R tl2 DATE- 03/05/21 I,�ALTERNATE MATERIALS BCALM: 1/4"=1'—D" AND BORING LIMITSLEDGER1 SCALE:34"=1'-0' BH(EET 8 SCALE:, 1rr'=r-a' &K-2�E:O_aDETAIL S3.1A FLOOR DECK cm 2x6 PT TERMINATION 2x4 STRONGSACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS Wl (3)16d COMMON Wl (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP n SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE 3/4"=l'-0" SIMPSON H6 W/ (8)8d COMMON NAILS 2z STUDS C IMPS H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOODFLOOR SHEATHING 8 1 SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUES OR 12" HOG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE:34"=1'-0' DBL PT 2x6 BLWNG _ TRUSSES W/ 10d @ 3" O.C.E ST PLY INTO LEDGER AND 10d 0 3' O.C. STAGGERED UPPER FLYINTO 2x6 BELOW 8" CMU WALL REINF P:: ER PLAN P ELEVATION ([7 05 o= p U K 0� P R VATION N =z 1X2 FIRE -STOP A NI #B WOOD SCREWS - z 2" LONG @ 3' O.C.; STAGGERED OFF CENTERLINE OFF 2z6; MI 3/4" AS SHOWN SIMPSON A23 JU Z/-EA.TRUSS I' 6,4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBEFRAMING PLAN) S LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 9 ON EXTERIOR WALL SCALE: 3W=V-0 NOT USED 4 O 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2z6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ 14) 16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: 0 TOP OF FUR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI TOENAIL INTO TRUSS W/ (4)16tl STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. BELOW STAGGERED OFF IM NAILS @ EA END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) CENTERLINE OFF 2x6; 3/4" AS SHOWN Illul 2x4 BRACE @ 4W O.C. wl (5)12d 1'-0" MIN. FROM 2ND, FUR. FLOOR DECK NAILS @ EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 12" E.P. BOLT MI Bd RING SHANK NAILS @ 4" O.C. MAX @ BT. OF FLOOR TRUSS 8"CMU 16' O.C. AND 8" FROM INTO BLOCKING (BT. 2X61S FOR WALL SHEATHING NAILER) REINF PAT END W/ MIN 5-12" EMBED. 16d NAILS @ W O.C. MAX 1X2 FIRE -STOP PER ELEFLOOR DEC 111 1y/4. PER ELEVATION PER ELEVATION �° NAILING PATTERN =P 44- ELEIEZ PER ELEVATION PER ELEVATION24„ M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEENAILER PRE-ENGINEERED WOOD FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) MASON FLOOR TRUSSES (SEESEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETX161z'oREPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BONDBEAM RED. EVERY TRUSS (VERIFY 1X2 FIRELEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/ TRUSS PLAN) AT TRUSSES PARALLEL (VERIFY W/ TRUSS SECTION DETAIL r;"\TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR PRE-ENG FLOOR TRUSSES NOT USED C V 7 O SCALE: 3l4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX V TI FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 216 PT. PLATE TO BEK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2",�'•` ? A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LEIS W/ (14)10d BELOW FOR PLATE W/ 12d's 6' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O• SIMPSON SPH4 OR SPH6 BTM 1,7* GYP_ WL BD, :0: AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 10d 3" lfZW' WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOO D POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0' O.C. MAX. x EPDXY 5-12" EMBED. MIN. @ 16' 1 i c 10b 1 Oc OC MAX. SCALE' 3/4"=V-0" GABLE END BRACING W/ PRE-ENG %e1 GABLE TRUSS @ CMU WALL °' Via' TRUSS TO POST CONNECTION O SCALE: 3l4"=1'-0" e A - SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. • • B-SIMPSON HTS-20 U < 1310 UBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1l4'S<3'SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10)1/4" X 2 12" SDS TO POST � CONNECTION @ L.B.W. ,TRUSS POSTTO SLAB CONNECTION �G V SCALE: 3/4"=V-0" A8B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <UA565 W/ S/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST. A R C N IT R C T R 6 GrGouo $41 N. RONALD REAGAN BLV LONGW000, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesipgmup.com AA #: 0003325 aaa� DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81388E-2828 FAX: 813886-2802 �voo�000�.. DATE 03/05/21 BC/►LE: 1/4"=1'—O" ofIZ= S3.1B a FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/37' STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8tl RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS ININ 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAZI RFDIIIRFMFNTB SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 8tl RING SHANK, 2 3/8" 0.113 170,000 (16-20 RINGS SCREW SHANK PER INCH) RSRS-01 6d RING SHANK, PNEUMATIC 2 3/6' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 66 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF SHEAT}BNG ATTACHEMENT SPACING ZONE 1: 8d NAILS OR' O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS a 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 8d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. 11 TOP & BOTTOM EDGES 1— - ............... TYP. ,EyXT_:8SHEATHING ATTACHMENT i A — ZN W 0W Y G =0 O� z 'a tt 9 3 tL�tLyU90' ¢O �W Y� WO ❑O iv IR OA%E-END RAFTER OR TRUSS ROOF SHEATHING z ti 9° 5 3 m U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD-L DROPPED TRUSS 2,14 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2.4 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS y BLOCKING PER NAILING SCHEDULE 8tl RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` C#8 7' DECK SCREWS 0 6"-8" O.C. MAX EDGES & 12" O.C. MM IN FIELD. UNTHREADEO SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS wP PJOF I'—�I' FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATON SIZE TYPE ACING RE— PPPLICATON TYPE ACING RE — IT PT FURRING TO CABEHARDE 00ft GARAGE POOR &Iq( 1Td'gq. TA 1MA6wJRY 1111 EMBEO.1'EW q8T., PSONRY I GONG. NAILI I —ONO, 60C TO MASONRYICwdC. NO WASTER FASTENER 9"OIC iilY EOGEgST, AL. FXT. DOORS 11. DPT, CASEHIlIM DML S'OC WNDOWAXXXL FASTENED OARlAE DOORBIKK 16"wC13Po'OW 1"EMBED., 1'ENO 11T., BEE NOTES NAIL I II2"LONO. STAGGERED INTO ­YICONL. MASONMICONC. TMETN.STRAPTG 'WpffiIER IXPANSON BOLT xd•wC (1R'gA) B'EDGE qST. .I—sucu GSE HARDENED DaL Ir— YANDawxxw FASTENED CONTACT THIS ENGINEER FOR SPACING 1. PT. SEE NOTFB NAIL 11/Y'LONp. STAGGERED INTO MAe "'CONC. Masonrrr lcoNc. REQUIREMENTS E. SWING WOR BU::K xY IT. SEENOTES (x)3I18'gA X)WASHER TAPCOM' FASTNER IB CF 11Yl EMBED.KKAI-BEANG 1mEDGEwBT. WOOD RICONCSLAB WALL-'.'-NC-- 1!Y^ PANSON 0"EMBED. TEND IX W/WASTER BOLT wsT., 3"E—qeT. h PTYANOGY/BUCI( 0.138'PAFsxt,g' YOA: TEND. psT.,t t? P T08TEEL C. SEES STAGGERED EDGE qST. Noree NIM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NOOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NDIA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. iX MEMBERS ARE NAILED AND D1 MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33A:33M. MAXIMUM AGGREGATE SIZE SHALL BE 31f, STRUCTURAL DRAW NGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 781 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE PROVIDE BAIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLAIiSONGROUND WHERE INDICATED ON TINUOULAPPED RBARRITH CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602.16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7.16 AND AISC SPECIFICATIONS BPOLINCHESTHYL SEALED SEAMS ADHESIVEERTAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENOED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %* OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7M EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A10641AID64M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE `NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS-0RAOE LUMBER AND ITS FASTENINGS* BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAW NGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.03W AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AB15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A440/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED - 20 psf TOP CHORD -conwrrent 10 psf BTM CHORD-nan-concurterR REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - " #8 BAR - " N5 BAR - 3030" #7 BAR 4242" WOOD TRUSSES. DEAD LOAD DEADLOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 pef W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST VIAND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED STORAGE. 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAW NGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUS -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM 04557, TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-OOWGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5` N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SRALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94CM OR MEASURING MIXING, TRANSPORTING. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 13 BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES. THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OVMERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQMRED CONCRETE COVERAGE OVER REBAR SKALL BE AS FOLLOWS: A 3'PDR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOLRNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2'FOR N6 AND SMALLER T FOR Ni AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUBS, WALLS AND JOISTS 1-ir! FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDE 36' X 36° CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE F. = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WINO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING VIAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM US" COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERW SE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ku FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. A N C H I T I C T s Gr esoign 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 J III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 513886.2828 FAX: 513.886.2802 SILVERADO LOT# 12 BLK 15 PROJECT* 03719.001-12151 MODEL: 2368—DESTIN GARAGE SWUNG: LEFT PAGE: DETAILS DATE: 03/05/21 SCALE: 1/4"=1'—O" SN1 • • a © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 107 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYSIc ® FASCIA J-CHF L, MAX. DETAIL A FASCIA 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @--r 12" O.C. MAX (INTO Q QWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 `STAPLES INSTALLED 7Q THRU SOFFIT AND /J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAx.--c1 ia- DETAIL D QSTAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT—"" Q J-CHANNEL-"' J" K DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L' SPAN 'L=--I.- SEE DETAIL'A'--' SEE DETAIL'E'-" EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) qqq SEE DETAIL 'D' OFFITSEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 101 BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER 2-1/4" EMB. 1X2 WOOD BATTEN 11 OFFIT 1D �J-CHANNELQ DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO [BY BY OTHER EXCEED 24" O.C. INTO / O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 lX2 WOOD BATTEN WOOD BATTEN 10 O S tO INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL- J" I DETAIL C J-CHANNEL 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 EAVE WIDTH >; •• • 375 .375 (ROOF dlf q 3.625 3.625 3. OVERHANG) 5 \ 08_ .03 12 CONCRETE; CMU OR WOOD—/r�-�—��v v� (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A a c N I T L c T t 6 Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeelgngroup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613886.2628 FAX: 813886.2802 91NIIII110 auumv. & Lotil SILVERADO LOT# 12 BLK 15 PROJECT# 03719.001-12151 r_Jyo— Lirlo 111' GARAGE SWING: SOFFIT DETAILS 1 d