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HomeMy WebLinkAbout7493 Sail Clover Ln99 1828-4EBB-CAL199 HOMES 12602 TELECOM rDRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES - 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 ( ) FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -njDMDA mmmG cm& AESIDomAL N , f IM.r MATZ CODE AW WWW aM�B WYN -AM •OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB -MIN. INTERIOR FINlSx - cIASs B -BASIC HIND SPEED — Vult=18O MPH Vasd=124 MPH -EXPOSURE — C -1—STORY RESIDENCE — .2—STORY RESIDENCE —MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV LAVATORY A/C ADJUSTAITIONING Me, LUMINOUS ALT. ADJUSTABLE MC. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP AMPERAGE ME'L MINIMUM HD. HOARD MT. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL SCALE CLG CEILING N.T S. ON CENTER cLR. CLEAR o.c. ON CENTER CONC CONCRETE PL PROPERTY LINE CPT. CARPET PB. PUSHffiTTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUALGER PR. .T PAIR DIG. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP, DISPOSAt RAD. RADIUS DP. DEEP RA.G. RETURN AIR GRILL DR. DOOR REP. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLIDCORE EXT DR EA. EACH SD. SMOKE DETECTOR ELEV. ELEVATION SH. SINGLE HUNG EQ. EQUAL SHT. SHEET F.XH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.GTX FIXED CLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLOOR FLUORESCENT SWs SHEARWALL FR. DR. FRENCH DOOR SECTION FTG, FOOTING TEMP. TEMPERED GLASS GA GAUGE THE. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB GEL I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOPOFSLAB L. . GGLASS TYPTYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.H. HOSE BIB OTHERWISE HA. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL INSULATION WD. WOOD INT. INTERIOR WOW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DATE DMRUMON OlAbns cD�5 lsauED ARCHITECTURAL SHEET DESCRIPTION MAD Wn MCATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATIONS LL WORK L COMpLv PG El —ELECTRICAL P SHALL PG P1—PLUMBING PLA�DES FLORID I Wli`H rod DIN PG Ml—MECHANICAL P TIONAL ELECT-RIC DECODE, IC PG Dl—DETAILS AND T CODE, PG D2—DETAILS HE C' 1 Y OF 7'F R PG D3—PRODUCT APPR® DANCES p Y ���LLS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS 0VW/IS CDSRE•18911ED 02121AS SIDNGELEVATIONBADDED ®!R6/IB CD'S FtE•I88UED ��� FOOD REVISION PER M 80UE6 O6nv4 CD'sRe-1wm 02/" ADDED CUFSLESS FOOTER AT GARAGE DETAIL (FORT M M) 02R2A9 FLANMAINTENANCE OV2" REVISED LNTEL SIZE AT FRrNT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 /� �l CAn SQ.FT. CALC.�S 04R4AS ADDED ADDITIONAL RECEPTACLE N C+ARAGE PER WILL BATSON IMELBJ m412 REVISED HVAC VOLUMES ON 892F7 CALC SCFIEOULE (MMOd LMNG 1,52813aFT. GARAGE 430 ESQ. FT. ENTRY 16 SQ. FT. � Sa �' TOTAL 2,362 SQ. FT. 06/12AS ADDED 'EXTERIORMOW DEEP FOOTER'DETAIL !2/5LIA(OR-) 06/21AS ADDED LED LWTS • rJTCHEN t 15ATW PER MARK MOW $ 01/" ADDED STONE OPTION ELEVATION C 1 D (TAMPA) OWNS ELEVATICN'G' SIDNS-ATM LOUVER •GABLE ROOF I0/25/m ADDED OPT. 8'-0' CEILING HEIGHTS "We REPLACEUSPC0#=T0Ft5UTHSRI"CONNECTORS "OWO REVISE R KAVENT WON PLAN DRIENW" 040S/20 OPT. V-0' CLG. HST.- ADDED LED LIGHT N FOYER v4/o%w OPT 81-0' CLG. HST. ELEVATION 'C'- RENSED HE04T OF ARC"Y 05/OB/20 ADDED ELEVATION V 4'M' (oRu STRUCTURAL SHEET DESCRIPTION 01A5120 ADDED ELEVATIONS TVs'-TiH'-418' (ORL) PG 91—FOUNDATION PLAN PG 91.1A—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S2.2A—SAFE LOAD TAB �%j PG S3—FRAMING PLAN Cj-ry� 'AUGL),q�-e 022 PG S3.lA—DETAILS P ry PG S3.iB—DETAILS LIAN E'Wy� j HILL PG SN1—DETAILS 11ljj'R PG SDI —SOFFIT DETAILS PG SD2—SOFFIT DETAILS 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 RASED 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 RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TALES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. O. OVOW1 2020FDOUPDATE 0Y03n1 ADDED SOFFIT DETAILS 04/26RI ADDED ELEVATIONS N' i 'a (On) 04/M1 ADDED STONE OPTION ELEVATIGN Ys' (MELWUR?4E) _ Ial ADDED ELEVATI"'P'4 V(OW) 05AW1 ADDED M OPf. (TAMPA 4 FT MYERB) ) 0S110/21 ADDED 20' TOOTER OPTION (TAMPA) IV02AI ADD FRENCH DOOR OPTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA M: 0003325 R iLi 4UBDIV. & LOT, ABBOTT PARK LOT #14 BLK. #12 PHASE:4C 0 .04C-14121 MOD= 4EBB "1828-CALI" GAPAGE BWMG: RIGHT PAGIC: COVER SHEET 160 MPH E . C DptINT A 2/04/22 scALm: 1/4"=1'-0" B*EMICT C1 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 R301.2.1.2, 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. 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. 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 AND/OR FABRICATION OF THE WORK. 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 HEREIN.SEE 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 R302.5.1: 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES 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 112 -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 / 8 -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 6 -INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 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, UNO. 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. It 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 Z 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 ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON S SHEET N1. S 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 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 6 " PVC (SCHEDULE 40), INSULATED WITH 6 - AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 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, 7/' 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, 1/2" 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-C 1 D63 -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 112" GYPSUM BOARD. R302.7. EXTERIOR CEIUNGS 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 A PART OF AS DESIGN GROUP'S 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 / 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 SOFFITS 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) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA B: 0003326 A Ila S c LL BUDDrv. & rJOT ABBOTT PARK LOT #14 BLK #12 PHASE: 4C PROJ=T 04181.041-14121 MODEU 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: GENERAL NOTES 160 MPH E& C VCANDA AF10(LCIC�" ACRA D ATF. 2/04/22 SCALE: 1/4"=1'-0" BIiEET GN ofo o ottttlo�;�o:IttttllttlollttlYttttto� � M oittttl'o I tl O - - _ 0 - r oJlttttt!lo - - - olo � ; :11' 11 o p - - i - i FLAT 11 _ „ - - M i 1• ■ - IN - �*' - on ` - - - • �� mm �� = IN PI on ®'• '� ATTIC JI - a m 0 - - III �� PER BLDG. :CODE �.+ - ®� WAGE - o p' 1 #' - - BEIROOMN - olll_._,,.l In Ilia o J � - - mm --ENMY aw i olltttttllo .. INEINIO o o olltttlol olttllo FLOOR PLAN SCALE: 1/4' • I'-0' -+F 9 Itttttttttttl i�iGt97ig7i4�1/. SQ.FT. CAM'S LIVING 1028 Sa FT. GARAGE 430 $a FT. EWTI2T' I6 Sa FT. LANAI 88 Sa FT. TOTAL 2,362 SQ. FT. oo L EQONACCLF OUQIB OPB/108 amm 101E NI WH INO Mt) R N1(8 NOTIPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA SSD. / FROR 43 5 303/-38.4 MIN. CRITERIA 16010 OAD. 112 5 282/-315 12'xI2' SOFFIT 1 5 313/-45.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONTiIOL OATS owil L. TOP PLATE 0 BAR DETAIL A HDR. DTL. B SCALE: I/1 • 1'-0. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 w aF a AlUHDIV. Ae LO ABBOTT PARK LOT #14 BLK. #12 PHASE: 4C PROJECT/1 04181.04C-14121 WODEL: 4EBB "1828-CALI" GARAGE AlWMG: RIGHT PAGE: FLOOR PLAN 160 MPH W. j ROLMD a ABOVgiIjCRA L AR NO 93 'A DATE: 2/04/22 SCALE: 1/4"=1'-O" attEET Al LAP SIDING AS SPECIFIED SHINGLE ROOF (TYP.) FYPON BKTIIXIl OR EQUIVALENT DECORATIVE SHUTTERS OR IIII���III IIIIUUIII FRONT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R703.4 II OFF RIDGE VENT �-- FYFON LV12X24 OR EQUIVALENT �- SHAKE SIDING AS SPECIFIED (TYP.) 4' FRIEZE BANC) (TYP.) 6' TRIM BOARD (TYP.) 6' RAISED BAND (TYP.) BRG. HGT. OPT.COACH L ICsHT III _ I 0'-0' FIN. FLR. OFF RIDGE VENT S'-0' BRG. HGT. EA OF ATTIC T FREE VENTILATION AREA REQUIRED WIRED VENTILATION AREA NTILATION AREA x SQ. INCHES PER FT. (144) N. REQUIRED VENTILATION UPPER PORTION OF ATTIC 2364 SQ. FT. 31 300 2364 /300 = 7.88 = 1134.72 SQ. IN. .5 x 1134.72 OFF RIDGEVENTRATION AREA = 115 SQ. IN. PER VENT 567.36 /115 TOTAL#OF VENTS REQUIRED = 4,93357 TOTAL#OF VENTS PROVIDED 5 'AREA OF ATTIC IST14E PERIMITER OFTHE HOUSE, LESSTHE OVERHANG OFF RIVISSE VENT [ M-1 DE m I, -- LEI OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH -0' LEFT ELEVATION SCALE: 1/4 - 1'-0' TEXTURED FINISH OFF RIDGE VENT 8'-0' BRG. HGTT 8'-0' ERG. HGT 0'-0' FIN. FLR. , - ,�0'-O' FIN. FLR. _-_-------_-_-------_-_-_--_----------------------- �� RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 0 0 FIN. FLR. -O' FIN. FLR. 2f 'v pN (y DECO. DTL. A SCALE: I/2 I'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 h x �5c N W 0 x i SUDDIV. a LOT ABBOTT PARK LOT #14 BLK #12 PHASE:4C PROJECT# 04181.04C-14121 HODELz 4EBB "1828-CALI" GARAGE 8WDM: RIGHT PAGE: ELEVATIONS I' D" k.160 MPH EXP. C ROLAM A- DRAT�E: 2/04I SCALE: 1/4"=1'-0" aMEET A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 12SV OUTLET 20 AMP SINGLE POLE IIOV OUTLET IIOV OUTLET Im a O nsr WIRED TO S WTOH 4) Wl IIVV OUTLET IPOUIPI no W4aID PALL N R (TAMPER SISTAN RSMSTANi TTPE1 220V CUTLET r41 UM GOMNSOTION —tom- 3A EXT. WATERPROOF CURET CAOLNO FAULT NIp4URER SWITCH SWITCH SWAY OPER ,t4 SWITCH 4-WAY OPER 1,_0 wALL rKtN m LISHT CEILING LIGHT © LED CLf° LIGHT LED VAPOR © Np TROOP Lk*T O VAPOR FIROM LOW OMicah ED CAN eVENT. PAN I O7•I PER Sn FT. VENT. PAN WrLtlHT 1 01'1 PR SO. M. V FIXS 61QNT rePEce TRD By ® R 2iLLM uanP AROUND lREC D1 • Zw-WTJ 2-MOLD A.RAP AROISD 2' 15JJORESCWT 4' MAVRI SLBNT 4' TRACK LOWIT 0 PANEL own METER OSD. &WO MWTOS r� Wnu rtua D Burr ..er-jr L�J w4mg DETECTOR WLyA�LIm ® SAW CNOGN 0"M OeTecTOR CO!'� O1ED SMALL tX A ORTANCE OF NOT LESS TWN 4• PEDANT L. NATURAL GM ` Te.EPNOW JAM WATER RATER IGNITIONSCURCE � ELEVATE DISCOiiGT AIR CONDE DISCON OCT WS AWU ON THIS SEET I-� TELEVISION JACK CELANe WOX IIMONI O J-BOX TO DE SUPPORTED N ACCORDANCE AY BOX MARQD AS 41,04 FOR CEM1 OOX gILSIS PAN/LISMT roBaaNANCE WD N W BOX MARCMA S M MAIAKED AS elGH MR INSPIlICTICK ncna 24• PYNNDESCeNT LIGHT STRIP R�Q SS•INCANO SCINT L104T STRIP nnnnnnnn M• RlGSCeNT LIONT STRIP FLOOD LIGHT OPT. sscumRY KCTTAD HE PA PIRM-MUTTON FOR CMMEe use PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS N PAW TO BE VERFlED ° NOMEOUSffiR PRE-COWTRIICTION TEETNG. • ALL B A 20 AMP BRANCH CiR=TS TO BE ARC FAULT PROTECTED PER ELECTRICAL. PROVISIOW OF MM NTH EDITION (2020) 4 NEC 210.12 ]OPT EDITION • 20 AMP DEDICATED LANDW CIRCUIT. • GFI ° ISLAND (NOT ON KITCHEN CSiCUIT) • DISM IAOMM DISCONNECT TO NE LOCKOUT N PANEL • 91ATMOICII M EXHAUST FAN TO NAVE MIN, CAPAOTY OF SO CFTt INPER ELECTRICAL PROVISIONS OP WCTICN MBOTJI PECK TTu EDITION (2"VJI LAUNDRY ROOM AND DISHRUSNSR RECAMACLE SMALL B! OARODNO PALLT CIR=T-NTEMUPTER PROTECTION FOR PERSONNEL ON PMERS • WRING ME WOO SHALL EE NON METALLIC CABLE PER ELECTRICAL PRPASTOW OF PBO4 ITN ED (20201. • ALL WOW TO COMPLY WITH ELECTRICAL PROVISIONS OF THE Fe/JE TTu M2r29= . et I SMAL RSg er u nE�° AND ISk OF LIGMTNG lLm BE BER!r QpOB TYPE PER EFFICIENCY) 2020. 3V EDITION R404J MTD. LIGHT TO BE NSTALLED, PROVIDE J-BOX FOR OPT. FAN �— ____________________ OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • V-0' METER FIELD LOC. 1 I I � I I I I a I I I LED LIGHTING ® DOUBLE LAV. BATH 9 150 AMP ELECTRICAL RISER NOT TO SCALE GENERAL NOTES, A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY U2TH ELECTRICAL PROVISIONS CP THE FMCR TTu EnmON (—) LOCAL CODES, AND ALL LOCAL POWER Cd'1PAN7 REDIIRMIENTS. M ALL CONDUCTORS SHALL Be TYPE THHAN/TMIN UNLESS NOTED OTHgRWSE -2/0 ALUMN4YI (AL) N 2" DIA SCHIEDLLE 00 P CONDUIT UNLESS SERVICE B PROVIDED BY I ELECTRIC COMPANT. COORDINATE WITH THE COMPANY PRIOR TO BID. I I LED LIGHTING Cap SINGLE LAV. BATH *2 F ROT 04Ao CU. T WN • 1% ON IN2• CONDUIT OR S LW AL. THAW • fw O) IN2• CONDUIT OR 210 AL SEA (CONDUIT TO TER91MATE ABOVE S� • OVE� COMBINATION SERVICE DISCONNECT SWTCM AND M ELECTRIC PETER N NEMIA SR ENCLOSURE BOA//P TELeRGN! SERVICE ENTRANCE HOIIPHiVf INTERSYSTEM ONDRJ6 TERMINAL LOW VOLTAGE CO LOW I PHASE MLO PANEL CABLE TELEVISION See = ENTRANCE mmulml3Nr 114 DI SERVICE DeOND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FLOE TTH EDITION f70701. S/S" DIA X A FT LONG COPPER Cl AD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003326 R 04 C 9UDDIV. A LOT: ABBOTT PARK LOT #14 BLK #12 PHASE: 4C PROJECT# 04181.04C-14121 MODEL 4EBB "1828-CALI" GARAGE SAPLING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP, C 8 1DATE: 2/04, BCALE: 1/4°=1'-0•• BFI� TO PLUMBING PLAN SCALE: 1/4 • V-0' VTR KITCHEN SII.tlC W/ AUTO VENT 12' 1/2 2' VTR2 / I 2 1 1/2 y, r 3' 2' >I i �AV 11 I 1 1/2 1 2' SFAUR 2' WASHER PLUMBING RISER DIAGRAM IN. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA X: 0003325 , W O C OU33DM at LOT. ABBOTT PARK LOT #14 BLK #12 PHASE:4C PROJECT/► 04181.04C-14121 acoaaL: 4EBB "1828-CALI" GARAGE 8WDfG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C NT r819 TE: 2/04/22 ALE: 1/4"=1'-0" MET mmol P �. HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 844ALL. BE PROVDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL 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 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA SCA 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, °ALL 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, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1T14 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 SHALL 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. REC01"IMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC CEILING PLENUM AIR SUPPLY ---- AIR EVAP. SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG INSIDE CAULK LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LIKE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE= ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SECURE STRAP TO UNIT W/ (2) W CONCRETE SLAB 68XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATEIN AN APROVED DRAIN, AS PER VMEC44ANICAL FBCR 1TH EDITION (2020) BLDG. CODE SECTION 3012A HVAC DRAINS FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYPN ) CONDENSER UNIT CONNECTION TO PAD NOTES MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRICTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING I'-W SEE SPEC. CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (,TYPN ) MECHANICAL PLAN SCALE: 1/4 . 1'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION ■ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a bdasigngroup.com L AA #: 0003325 w o a0.0. 6f m LI S� A even V. a LOT. ABBOTT PARK LOT #14 BLK #12 PHASE: 4C PROJECT#► 04181.04C-14121 8[ODET- 4EBB "1828-CALI" GARAC;Z Swum: RIGHT 1 PAGE MECHANICAL PLAN 160 MPH DR C DACE 2/04/22 8CALE: 1/4"=1'-0" 8*=3cT M1 00 2X4 TOP PLATE PLAN PRE-FAB TRU98 1/2' CLG. BOAR 1/2' DRYWALL -�_ T`r SECURE BT. - PLATE TO SLAB W/ Wd MASONRY NAIL a 32' O,C. MAX Pit'L FLR 2X4 WOOD STUDS 024. O.G. SLAB TIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE TYP. INT. WALL(NON—BRIG.) D1 SGALE: 3/4•.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF 614EATHING THICI04E88 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J/ MTL. DRIP EDGE) 2x FASCIA PER I -0 ELEVATIONS TYP. OH. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM S( OR 1/2' HIGH STRENGTH CLG. BOARD 35/8'OR5 1/2' DRYWALL 3/0, TOP CHANNEL (25 GAJ 1/2' DRYWALL 3 5/0' OR 5 3/8' METAL STUDS 24' OG. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUB/SHOU.ER 25 3/8, BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED 16. OL. AT 2ND TO GONG FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP A TO WALLS W/ TILE FINISH WOOD FLOOR SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION --R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES r-- SPECIFICATIONS I I r �REFERENCE STRUCTURAL Ix2 P.T. PURRING — STRIPS a 24' O.C. 8' Cm — 1/2' GYP. ILL. W.- WOOD BASE — 0'-0• FIN. FLR,L _ e a. n W/ WINDOW OPENING N W/ 1/4' WOOD SCREW FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D 1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THIOC 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-lfo IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. U TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r4�1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 sCALE: 3/a'.r-m UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBGR 2020 1TH EDITION IS a4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D41569 TYPE III OR TYPE IV UNDERLAYMENT. enuuc uo at,W or ua i P rtic r.tew rae su use VA• OIT. Il. �. ucoo taec ti. GAS LINE THRU BLOCK py seat, WO-V p4muri�iwnummp AN s GARAGE DOORJAMBS D1 SCALE: 11/2'-V-0 FIBERGLASS SHINGLES FI15ERGLAS8 SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR B05JJ. AS PER FBCR 905.1.1. a EA END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS 84EET SNI. SHEET SNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFPBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX `—PRE-ENG WD• TRUSS AX. 2x FASCIA MR ELEVATIONS O ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS THICKNESS A9 PER WALL SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SHEET SNI PER ELEVATION FASTENER 61—HEOULE PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' THICK, 2 COAT 1/2• GYP. WL. BD. PORTLAND CEMENT WOOD BASE ,cm PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR _ 0'-0' FIN. FLR • a e e' CMU a IT 1 " ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN o ACCORDANCE WITH FBCR 2020 a• 1TH EDITION, SECTION R301.13 AND 16095.1, H W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r-5-'�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4•.i'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D4569 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.sWell,, , up.com AA 8: O' 0%25 C o i FABBOTT PARK LK #12 E: 4C 04181.041-14121 MODML. 4EBB "1828—CALI" GARAGE BWDgG: RIGHT PAGE: DETAILS 160 MPH EXP. C m1/ DRmT A=: 2/04/22 8CAL.E: 1/4"=1'-0" E*EM= D1 rJ7$ 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (U 1/2' X 6' J-BOLT W/ 4' MIN EMBM EDBdT W/ 2' X 2' X VS' WASHER 4 NUT OR W/ (2) V2' X 6' ANCHOR BOLTS W/ 2' X 2' X IB' WASHER 4 NUT fill SECURE 2X4 TO BLK W/ ® V4'TAPC0PO110 I IAI' EMBED, e' OC, 4' END 016T, 1 112' EDGE DIET. m �� 7X6 GARAGE DOOR DUCK SECURED UV (5) V2' X e' J-BOLT OR ANCHOR DOLTS, W/ 4' MN 01-160MEIT, W/ 2' X T X VW WASHER 4 NUT. (1) WITHIN S' of TOP. (I) WITHIN 6' OF THE DTM. N (3) EVENLY SPACED. o 0 18 a NOTES. ALL ANCHORS SHALL BE N ACCORDANCE TO MA IPACTIRL'R'S INSTALLATION INSTRUCTIONS WHERE ft C1 INATRIY_nI AIDE MORE STRWIRMT GARAGE DOOR (1:)BUCK ATTACHMENT teata— -e' 3/4 PT 1 1/4' cMV —17 V 0 �0 Q Z INTERIOR EXTERIOR 2X4: I0 SECURE TO BLOCK W/ 3116' TAPCONS (MN SWANK SIZE .145 MN HEAD SIZE gee MIN EMDEDMQdT 1 1/49 WITHIN W OF EACH END 4 IV CC. MAX SPACING. -1— RECE55 3/4" BUCK CONNECTION 2 TO RBLK DETAIL 2X4: 00 SECURE TO BLOCK W/3116' TAPCCNS MIN. SHANK SIZE J45 MN HEAD SIZE °N MN EMBEDMENT 1 1/49 WITWN 6' OF EACH END 4 b' Or- MAX SPACING. 2X4, IEI SECURE TO BLOCK UV SAS' TAPCONS (MN SHANK SIZE Job MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN 6' OF EACH END 4 IS' Dr -MAX SPACING. 2X6,® SECURE TO BLOCK WY(2) 3/b' TAPCON& MN SHANK SIZE J4& MN HEAD SIZE 300 MN EMBEDMENT I V4') Or- e' OF EACi END 4 IS'O.C. MAX SPACMG 2X& cm SECURE TO BLOCK WK2) 3A6' TAPOONS (MIN. 614 SIZE J48 MN HEAD SIZE See MN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 IV MAX SPACING.- NOTE, SHIM AS NEEDED TO PW18 JAMB (DO NOT EXCEED 1149 D' CM1 1,42' DRYWALL CELL TO BE POURED SOLID W/ 2JM0e P61 CONCRETE REINFORCED W/ (I/'6 VERTICALLY I'X4' P.T. NAILER 1/16' OAB. X 4' MN COR CASING MMB OR WINDOW TO 2X PER :TUBES DETAILS, DOOR JAMB 3 TO BLK DETAIL 2X4 m SECURE TO BLOCK UV V4• TAPCONS (MN SHANK SIZE J46 MN HEAD SIZE JIM MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 18' D.C. MAX SPACING. 2X6: m 2X6: m 2X6: SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/V TAPCONS WK2) 3AW TAPCCJS WK2) 1/4' TAPC" (MIN. (MIN. SHANK SIZE J45 MN SWANK SIZE Joe 6144111K SIZE J45 MN MN HEAD SIZE 3" MN HEAD SIZE 300 HEAD SIZE 300 MN 0' CMUJ MN EMBEDMENT 1 1/4') MIK EMBEDMENT 1 1/41) EMBEDMENT 1 I/4') WITHIN W OF EACH END e' CMU WITHIN 6' OF EACH END 6' CMu WITHIN 6. OF EACH END v7' DRYWALL b' O.C. MAX &PACING 4 le' O.C. MAX SPACING. 1 b' O.C. MAX SPACING 6' CM Ix4 P.T. OR 5/4 X4' MIN. 1/2' DRYWALL VV DRYWALL a' DRYWALL SECURE THRU FRAME 4 I'X4' 2XS, ® 2X& ® 2X& ® L12❑ EXTEND 1.1/4' INTO P.T. NAILER SECURE TO BLOCK 1'X4' SECURE TO BLOCK 1'X4' 6ECUM TO BLACK BLOCK W/ 3A6' WK2) 3/16' TAPC4" P.T. NAILER WK2) 3/16' TAPOONS P.T. NAILER W/(2) V4' TAPCONS P.T. NAILER TAPGONB DOOR C46MG MIN. SHANK SIZE J45 '1/16' OBJS. X 4' MN MIN. SH4NNK SIZE .145 DOOR CASIN2 MN SHANK SIZE .146 (MN SHANK SIZE 146 MN HEAD SIZE 300 MN HEAD SIZE 3e0 MIN. HEAD SIZE See TAU' OOB. X 4' MN MN HEAD SIZE -ACV MIN. EMBEDMENT 1 1/4"') DOOR LMG MIN EMBEDMENT I V4') MN EMBEDMENT 1114') MIN. EMBEDMENT I-V4' WITHIN 6. OF EACH WITHIN 6' OF EACH END WITHIN 6' OF EACH END DOOR CASING WITHIN e' of EACH END DOOR JAMB OR WINDOW 4 r' O.C. MAX 4 r' OC. MAX / 18' OC. MAX 4 1 O.C. MAX SPACING ATTACH TO 2X PER 6PACMG. DOOR JAMB OR WINDOW SPACING. DOOR JAMS OR WINDOW �' MG. DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAfLS. MANFACTURES DETAILS ATTACH 7X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114.) DOOR JAMB TO BLOCK +3/4" OR +5/4" yW[NDOW TO BLOCK +3/4" OR +5/4" 2X4, 011 SECURE TO BLOCK W/ 3/16' TARO" MIN. SHMK SIZE J48 MN HEAD SIZE 30e MN EMBEDMENT 1 1/49 WITHIN &' OF EACH 10'' Or -MAX SP 4 2X6, SECURE TO BLOCK W/(2) 3/16' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 11149 6. cm WITHIN W OF EACH END 4 IS, OC. MAX SPACING. 1/2' DRYWALL SECURE TO BLOCK P.T. NAILER WK2) 3116' TAPCONS DOOR CASIW.s MIN. SHANK SIZE .145 N HE MAD SIZE 3OO MIN. EMBEDMENT 1 1/49 Qk WITHIN e' OF EACH END 4 IVA or_MAX WDOW DOOR JAMB WINDOW ��'' ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" `�DDOOW TO BLOCK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMS JAM (DO NOT EXCEED V47 DOOR JAMB TO BLOCK +1 15/18" /�1W[NDOW TO BLOCK +1 15/18" 2X4: Bill SECURE TO BLOCK UV 3A6' TAPCONS MN SHANK SIZE J45 MN HEAD 61ZE 300 MN. EMBEDMENT I V4.1 WITHIN 6' OF EACH END 4 18' OC. MAX SPACING. NOTE, STRUCTURAL 2X MAST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 9/r' TAPCONS 3A6' TAPCON MIN. 1-1/4' (MN SHAW SIZE J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 3e0 MN EMBEDMENT 1 1/4') WITHIN W OF EACH END 6' CM 4 r' DO, MAX SPACING- 1/2" DRYWALL 2X& CEOI'X4' SECURE TO BLOCK W/(2) 3A6' TAPGONS P.T. HALER (MN SHANK SIZE .145 Dom CASING MN HEAD SIZE 900 MN EMBEPI'MEJT 1 V49 WITHIN 6' OF EACH END 4 b' OC MAX 6PAGRJC: DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" /y WINDOW TO BLOCK +2 1/4" NOTE, SHIM AS NEEDED TO PLU1D JAMS (DO NOT EXCEED 1/4-) DOOR JAMB TO BLOCK +3" S NOTE, &HIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/15" v 1RNDOM TO BLOCK +3 7/18" 2X4 m 2X4 SO SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS MN 1/4' TAPCONS MN SHANK SIZE J45 MN SHANK SIZE .HD MIN. HEAD SIZE See HEAD SIZE 3e0 MIN. E'BEDMENT 1 1/4') MN EMBEDMENT 1 1/4') WITHIN W OF EACH WITHIN 6. OF EACH ETD 4 r' OC. MAX END 4 b' OC. MAX SPACING. NOTE, STRJCTURAL 2X MUST BE SPACW. NOTE. STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED 2X6, m ON OUTSIDE 4 SECURED TO BLOCK THRCYeH NON-STRUCTURAL SECURE TO BLOCK T-SZOUGN NON-STRUCTURAL W92)SECURE TA 3A6' TAPCON MIN. 1-I/4' V4' MN 1-1/4' J4 MM. SFUMK 91ZE J48 (MIN. SHA SIZE EMMBEDMENT INTO BLOCK. SWANK SHANIK &ZE .I4S MN SIZE .145 I EMBEDMENT I TO EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/49 ®, CM EMBEDMENT I V49 6. OF EACFI END WITHIN 6' OF EACH END e, CM 4 r' Or— MAX SPACING. V2' DRYWALL 4 18' D.C. MAX SPACING. 14' DRYWALL 2X& ® I'X4' 2X6: ® I'X4• � SECURE TO BLOCK P.T. NAILER SEC1gE TO MOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING W/T2) V4' TAPCONS I' 4' MN SHANK SIZE .145 (MN SHANK 61ZE J46 P.T. X MIN MN HEAD SIZE 3OE MN HEAD SIZE 90e MIN EMBEDMENT I V4') 2ND 2X SECURE i0 STRUCTURAL MN EMBEDMENT I I/4') DOOR CASING WITHIN 6' OF EACH END MEMBER WK2A2d WITHIN 6• WITHIN W OF EACH END 4 )S' OL. MAX OF EACH END 4 6' TO 6' OC. MAX 4 b' O.C. MAX SPACING. SPACING DOOR JA'16 OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS, MANFACTURES DETAILS. NOTE. BHIIM AS NEEDED TO PLUMB NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" �lTl[[snoTr rn Rrnrr( +a" n HIND R TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 F W o IPR UsDrv. a LOT:BBOTT PARK OT #14 BLK #12 PHASE: 4C OJECT 04181.041-14121 MODEL' 4EBB "1828—CALI" GARAGE BWrKG: RIGHT PAGE: DETAILS 160 MPH EXP. C DACE: 2/04/22 OCALE: 1/4"=1'-0" SITE= D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 23872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCf. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 104 1A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 35W TWIN SINGLE HUNG 2020 FBCR 11/3/2025 18644.2 MIWINDOWS&DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 9/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 1S353.4 MI WINDOWS & DOORS WINDOWS VERTICALMULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 1S279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 239S5.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 239S6.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/31/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310412 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 258.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/22/2022 FL 15272.1 ALSIDE'2T'VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 R5 ALSIDE ALLIANCE T4'VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION( BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2022 11 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6076 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 F otmDxv. ae L07 ABBOTT PARK LOT #14 BLK #12 PHASE: 4C 0 18-14121 MDDMX.t 4EBB "1828-CALI" aAnAam swnrm RIGHT ]PAD= PRODUCT APPROVAL LISTING 160 MPH EXP. C RM" A ABOt1"CRA -AR NO 9V23 I DA 2/04/22 DCAMM 1/4"=1'-O" smelt D3 otmDxv. ae L07 ABBOTT PARK LOT #14 BLK #12 PHASE: 4C 0 18-14121 MDDMX.t 4EBB "1828-CALI" aAnAam swnrm RIGHT ]PAD= PRODUCT APPROVAL LISTING 160 MPH EXP. C RM" A ABOt1"CRA -AR NO 9V23 I DA 2/04/22 DCAMM 1/4"=1'-O" smelt D3 PREFORMED CONTROL JOINT ILAMM OF CONTROL JOINT. Td BE WIRED TIED TO LATH • 9' OIC. MAX (VERTJ. N1OM DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EX16TO I9ETOND EXCEPT STAPLES W/ X' LEG MAY DE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENER. TO BE SPACED • l' .. MAX VERTICALLY �— i' THICK, 3 COAT CEMENT \ PLASTER !IRIS LAYER -2. FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED -l' (VERT.) O.G. MAX AT SUPPORTS WIM LAYER R. STUCCO WRAP LOOD SHEATHING AN m1mol LATH SHALL Nllk BE CONTMIUCU THROUGH GON JOINTS BUT BQ 6TOPPBD TIED AT EACH 61DE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX 6' TO 6FROM C40NTROL JOINT WHEN CONTROL JOINT FALLS O, I. FASTENERS FOR LATH TO BE NAILS OR\ i STRUCTIRU- STUD STAPLES N COMMIANCE W/ ASTM C1063 r 2. UARE TICS TO DE (NO. IW 0,0416' WIRE / `t 3. BLOCKING SHOWN MAY BE N ADDITION TO WALL STUDS REfiU1RED PER PLAN MA VII II I � !I "M" TYPE CONTROL JOINT OLIOLD WWO•R.A O LItlLD NE,IO•RSA ® Y. GIMAl6 • 111.6 IaLo •,r A- O APPROVED WILDING WRAP 6HALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBM SHEATHING TAPE � / \ r nea LAP • neTAL LATH \ / X—` I LATH VERTICAL LAP TO BE I' I ^ ' T METAL LATH UM LAYER M, I jT BIC3 COAT CEMENT STUCCO WRAP METAL LATH 6' MM PAPCR A aC OW Y / i IIRB LAYER 4 FORTIFIBER URD LAYER -2. FORTIFIBER DUILDMG PAPER BUILDING PAPER URB LATER ^, \ / / STUCCO WRAP PER LAP 2 E: I V2'.I'.O' SHEATHING I' MM LATH A1, �•O LL LAP 4'x4- SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL)OVER 1. OR LESS PIPE PENETRATION CUT AND OVERLAP ONE 61PE OFF SELF-ADHERNG MEMBRANE PLASHING STEP 01 PIPE) WIRE TO FRAMING 4• 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE WY HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE PLAS14NG OVER APPROVED HOUSE WRAP. FLA W TO EXt93] ONTO Pro G��p � CUT AND OVERLAP ONE SIDE OF STEP 02 )LASHING RING rI6TMDRAAIE WRD LAYER s4 SNCCo WRAP WRB LAYER 9, PORTPIOEI! BUILDING PAPER METAL LATH i'x6' SELF -ADHERING )MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING R OVER APPOVED WRAP HOUSE . PEAHENS TO EXTEND ONTO PIPE 4'a4' SELF-AD-IERINCs MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. RLd.FIWY 7O EXTEND ONTO PIPE CONT. DEAD OF SEALANT AIR ELASTOMERIC COATING OVER STUCCO) GV. FINISH (SEEM WALL SECTION) VERTICAL LATH & PAPER DETAIL WOOD STuoa SECTION PER SECTION n I g!.16 Rd Worland SHEATHING or o cemem plaster ofth SIDENOTE SIDE LAPS OF PETAL WmIl�Vpl f. mqui comply with tiro epp926-on reQQuiremenla of ASTM C 928-1Sb. PLASTER BASES SHALL BE SECURED TO BUILDING irr Elation of exterior lathing •rw framing FRAMING MOME1 RB. PAPER A� eh.M _" wish ASTM C 108119a. THEY SHALL BE TIED or ASTM 1787, BETWEEN SUPPORTS WITH 0,041e-IN. (121-M1) STUCCO )r LAP . LAM WIRE AT INTERVALS NOT s• LAP . PAPeR MORE THAN 9- (229-MMA AS PER ASTM CIOSS. r— —.-"\PIPE FENETRATION DETAIL (FRAME) KICKOUT FFFR PAIR OF TEAR. DETAIL M Y B LAYERS, TEARS Mar BE PATCHED wnNDueE WRAP TAPE PER M4MJP. SPEC OR PEEL A STICK r•Z _• WOOD- SHEATHING O R. D L RTGLD NlMlp • ® L )OLD NWW • R. Ar' OR CMU Y. CpKA6C . Y. cRSAes . R. ® ' '` WRB LAYER 01, • k% a clvAea • R. a .f STUCCO WRAP (FRAME ONLY) 1 clsAAt • M C 4 FOLD JC41 R. R. C lu . roucH a Ts x eOTra, )LAN= THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 GOAT LEGEND `• CEMENT PLASTER (GMU) "° zi METAL LATH (FRAME ONLY) �- rr`iL �. ® ® ® LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB ROOF/WALL SCREED "TIER TIGHT LATER #1, STUCCO WRAP) SEAL POLO. U2 f !CI arc. THICK, 3 COAT CEMENT ? 5'X5' 'L' TYPE CONTINUOUS WRB LAYER 02 (F ORt I F I B E R ...... — — — �"LAS"(cmYGOAT z NAIL TO ROOFTAL [DECK,NOT BUILDING PAPER) WR6 LATER Q, FOR"FlBER WALL SHEATHING) BUILDING PAPER (ReAm omw METAL LATH wRBvrER1 � CAP SHINGLE - DO NOT NAIL, X-X-X-X •7Jfu STUCCO WRAP(TIeA1•R OI;T) „ LAPLATerOFeuWDINo GAF INSTALL WITH ROOF CEMENT waleeN�aLrtmnl M.pNnC, 6TOF c /+/� • ., izaL—�(RFA17t a�aT�`i I �7tUli l�O •..• . ' �'• ^ nea'ls oR crel "'°°° LK.0o" ROOF CEMENT WOOD OR i/iroe ZIP WALL ' i6uuiLr�A.Nw ROOF PER ELEVATIONSSHEA,rH1NC3LI OVAL,n.AeNNDraee SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION •�T Yn� "TM Tl9 W 64L (NND pe SOWR M2-%QL= R7m3.7.1 /ASTM C-84'I-14a, MIN. 2.5 LBS. m1we . Raorru 3� 4 � a o A cF wa . PER 5Q. YARD (UTILITY OR NOMINAL oRP soon: wmRAP s'. EX"D 'ate PAIICI4YRAF LATH DOES NOT MEET SPECIFICATIONS) "!°'"'"`N�""N°°`L FLASHING Fd6TRN A. DG MAXAXX N.T.S. L"l N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 m x pa O - ti I J 9UBDIV. ! PAT ABBOTT PARK LOT #14 BILK #12 PHASE: 4C PROJECT# 04181.04C-14121 MODEIe 4EBB "1828—CALI" oARAGE 8WWG: RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C m DRINT A1'O." 2/04/22 OCALE: 1/4"=l'-0" S*MMT WA1 BACKER ROD I I I I I I BACKER ROD WRB LAYER M, STUCCO WRAP -INSTALL 6'SELF-ADHERI143 MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECLIENCE OF FLASNhJG TO BE: I. BOTTOM. 2. SIDES_ 3. TOP - VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. - E-2 BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS - APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4 CAULKING • JOINT ALL AROUND PER SECTION R703.7 Ex 9ft lathian�pa Wng Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. VENT �— i' THICK, 3 COAT CEMENT x PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — - — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/Iro' ZIP WALL ,71-17777 SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO 5E PER SECTION R-103.11 / A5TM C-84'1-14a, MIN. 2.5 1_55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH b' SELF ADHESIVE OVER TOP t SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a' TOP t SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL t 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I 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-POLYBLENDFOAM I AI -- '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT (A)ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER "I, STUCCO WRAP WOOD SHEA HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-2 BEAD OVER 60 MIN GRAPE D. FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS a� S4 -Iwo. WOOD SHEATHING WRB LAYER N, STUCCO WRAP WRB LAYER -2, FORTIRBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEr'DER • T' OZ. MAX 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) e• WR5 LAYER •I, — STUCCO WRAP CUT 'X' INTO.. `. SELF -ADHERING % f MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 61 STEP #1 STEP #2 STEP #3 WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 1*4 ELABTOMERIG COATING OVER -..'�i. STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #� OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGW000, FL 32750 PH: 407-7748078 FAK 407-7744018 www.abdesigngroup.com AA.00.,2. a R F b BUODM ac 1 ABBOTT PARK LOT #14 BLK #12 PHASE:4C PROJECT# 04181.04C-14121 MODEia 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 8 DATE.2/04/22 BCALM 1/4"=1'-0" 8*IM= dd A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - WOOD SHEATHW. BANNER RESISTIVE / „\ CARRIERWMATWER RESISTIVE 42 X�X ?11 T Yam' LAP 61DIHG / / / r \ S. 9W � MKS R LL6' a I FLA6HNG �� t \ I UZATINER SAFER RESISTNE STARTER STRIP / \ \ WEATHER RESISTIVE \ \ BARRIER 4 DO NOT Cd1LK OR I \ \ */ r' SELF -ADHERING _ _ — FLA6HMG \ GALV'D METAL GALVO METAL •T PLASHING 'P PLASHING DO NOT Cd1LK OR I Y • x r• SIMULATED"' LLaOD TRIM TTC76ER \ y LLbOD 6- SPIULATED MEMBER AL SAP WMA44NG / OR APPROVED SEALANT R� CASING SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 1 BARRIER RESISTIVE 1��L X T Yi LAP SIOMG / / / \ r' SELP•ADHERRYs uvr' REVEAL OR HING / I PLAS BOARD 4 BATTEN 0. rV•�� HERING f \ i S, WEATHER RESISTIVE BARRIER 9 STARTER STRIP / \\ \\ EBA THER RESISTIVE DO HOT CAULK OR I \ \ - V r' W-0-ADHERING aEAL OPENING PLASHING \ GALVD METAL �V�ETAL • ' PLASHING DO NOT GAULK OR AARDK TRIM PER ELEVATION ELEVATION PER AL 6AP W/C.AUL.KW / OR APPROVED SEALANT ` CPA2 SIDING TO STUCCO (9 BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 mmabdesigngToup.com AA is 0003326 F w m _ BVSDIV. Ae IAT: ABBOTT PARK LOT #14 BLK #12 PHASE: 4C PROJECT# 04181.04C-14121 MOO)=. 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C M DA2/04/22 mcAuc: 1/4"=1•-0" 8*1ZET WA4 OARS LO BE TAKEN IN KEEPING THE VENT PROPERLY 41. 3' AHD TP SHORN IN'C GALVANIZED ALIGNED. VENTPIFE 18 SEALED IF URU=O. NAIL IN PLACE =NG I-1W NAILS AT EACH CORNER, ROOFING CEMENT SHKKAO BE APPLIED M ALL SHINGLE EDGES NEAR TTE 1'.DlP-BE4M IEOOOSENECNINGINAONOGINTIEROOF OUTER EDGE ANDARWND THE ENTWE PERNEIER AS V�EATfER IXN3TAl S EATHN SHEATNNO%NNANTREEENTAIN ACCNCANCETFANIS CONSTUCTIONINSEVERE CONSALUCTIONZONE3. CHART8MONN.IN THE EVENTAMECWIMCAL VENTFAN IS USED, SINE THE VENTOPENING ACCORDANCE W T11 VENT FAN MANUFACTURE'S %%NE. COMiECIION INSTRLTCRONS. DO KING IN M/TO TRUSSES CR RAFTERS VAIEN CUTlING1ME OPENNOIN THE ROOF. �e RE INTERFERING SHINGLE MILE AROUND THE PERINETER OF THE OPENING SOTMT THE NAILING FLANGE OF RIE VENT LAY3 FLAT1b ifE ROOF SHEPIHING.3UDE TOE TOPAW SIDE FIANGE361TIE VENTUPPND UNDER SHINGLE MVENTFIANGES TO LAY dJ THE OOFT,E SHINGLES. I e-I----o� hhF ROOF HOOD VENT DETAIL SCALE, NT6 Of AT, APPROVED NOUGMAIMP OVER SWATHNG OVER UP STUD WALL STEP 1 AT EXTEND FLASHING MN I'SELOW EX45L BILL \J/\ ILE7XIDI.E IR-RAKING DO NOT SEAL BOTTOM —� FN STEP 6 TEMPO FMOA woubm T!" R At HEA FOLD N AT INSTALL S' SELF-ADHERM FLAMING OVER VINYL HEAD FLASHING (WITH PCDAL'°) NAILING FLANGE INSTALL VINYL CAP NEOPRENE ASPHALTPLASRC CEMEM A9643E OF FIFE ANG OVER FLANGE AL kUN FLAT ING W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FAKED EDGES. (CAP MAILS. STAPLES) INSTALL DIPONT R-EMI2SM AS TH FLASHING AT THE FOLD MOUBBYRAP DOWN 4 TAPE OlAGONAL CUT 4 ACROSS HEAD OF WINDOW *. el PLUMBING VENT DETAILS SCALE, N AM06 AND HEAD o WKY TO SACK OF M,OOW NAILING LANfiE N L6@ UY 101ES OR SLOTS. INSTALL 6' WIDE ADHESIVE - SAOMP FLEXIBLE FLASHNNG MATERIAL OVER DRIP CAP JOINT (PROTECTO-~ ST-20M - EOINV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 4 STEP 9 FLASHING OVER JOINT 3C NIDE VALLEY NASNNG SOF CR HEAVIER FELT UNOERLATAENT ASPHALT ROOFING CEMENT NG FASTNERS NOHW —CENTERLINE EXTRA FASTNERS IN EWOFSHINGLE XTEN)END SHIKKYI AT LEAST TT EEYOW VALLEY CENTERLINE i' CLIPPED OFP CORNER AT OS SECRET FROM VALLEY GE.TER.- NOTE, I. IT 16 THE CONTACTORS RESPQEISILTY TO VERIFY ROOF VALLEY DETAIL HOUSE RAPT'°I`ITY�FA"P-ADGERINS. °"� HDU6EUFtA TIBILI ANIT6 N L PRODUCTS IN ALE. INTO FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS wWTRN SPECIFICATIONS SEALANTS MAY REACT ADVERSELY IF NOT ATIOLL NOTE, CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW 111A FOLLOWING COMPLETION OF EXTERIOR RETPDPIT WORK NOTE, REPAIR 6GHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENWG S�W7ERI17R PERIMETER OF WINDOW WITH SEALANT APPLY OBI WW (O EQUAL) SEALANT t FLUID APPLE!D FLA6HNG(LANCO WHITE -SEAL RC-BI OR E6UW .L SLOPE WILL TO Eft L IT IS THE CONTACTORS REBPCN6EMLTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS 4 SELF-ADLEMNS FLASHIG M ATSWAL6 USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SWILL SE INSTALLED N ACCORDANCE WITH MANPAC LVFSMS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FSC R103.4 U N ACCORDANCE WITH FENESTRATION MAdPACTLIFII NSTALLATION AND FL46HIG INSTRUCTON6. "'=- SEALANTS MAY REACT ADVERSELY F NOT 'COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, INTO 1441 N. RONALD REAGAN BW LONGWOODFL32750 8PH: 407-774-607 FAX 407-7744078 p.comwwwAbrou25 C FIR aUDDIV ae LOT: ABBOTT PARK LOT #14 BLK #12 PHASE:4C PROJECT 04181.041-14121 1[o ZU 4EBB "1828—CALI" GARAGE SIZING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C fDRAT�E: 2/04/22 &CAL.E: 1/4"=1'-0" >sI'IEET WA5 \ VS' TEXTURED FINISH • WOOD, L--- — ------------- ..___.__._.__.. �....._._; ,'! \ / i 1/2' TEXTURED FMISH • CMU ----: -: -,';' 2x6 SUB-BANt) / / W/I'x4' NOTCH aI METAL LATH r--------------------------- --------- -- i-' END, WRAPPED IN PEEL a STICK / METAL FASCIA WRAP 1 WOOD BREATHING OR GMU I DRIP EDGE i\ LAYER M, S�C -0 WRAP(FRAME ONLY) I WRB LAYER 42, FORTIFIBER E--------- --- ----------- % TEXTURED I \ BUILDNG PAPER (FRAME ONLY) FINISH a WOOD I \\ axe aue eoND m RooFW. CEMENT \\ I I/8' /a 1/2' TEXTURED \ FINISH o CMU % \\ DRIP EDGE \\ METAL FASCIA \\\ a j ' WRAP Ya" FROM METAL KICK OUT ! ;+, STUCCO, I' FROM \ \�-----------------------'L�. ;/ I WOOD WALL \ \\ EXTERIOR WALL (FRAME OR CMU) \ �\ \\ NOTE NOTCH FOR 2Xfo SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ \ ROOF DECK (BEYOND) \ol �\ ` DRIP EDGE, I' OFF WALL \� NOT INTO STUCCO) \ I 11/8' TEXTURED FINISH o `�\\\ )WOOD, 1/2' TEXTURED / FINISH m CMU /L2x& SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL < STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) f' x x x x x C7'D x x x/ SUB BAND DETAIL (9) WALL SUB BAND DETAIL ® WALL W/KIC K—OUT �ME OR CMU T 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 W/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 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 W/%'x4' NOTCH Q END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 ro a lr4 C BURDM da LOT: ABBOTT PARK LOT #14 BLK #12 PHASE: 4C PROJECT 04181.041-14121 "01=4- 4EBB "1828—CALI" oARAOE 8WING: RIGHT pAoE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH 6, C 0 '-M NO 93723 DATTO 2/04, 8CAr.E: 1/4"=1'-0" BiiiEET WA6 28'4" '-4" 9'-B^ T-2" 22' 2„ T4^ 3'-2" 3'$„ "' SLAB FM-12X12 - I- - - - 1 - . - - - FM-12X18- - - - -� i� i' 30 ' I' 4" GONG. w � SLAB o- w I ` 0 a ILL 3 1/2" �' LF-24X24 l J T-10" 6'-2" ( i 11,13 10 1.1 1 FM-12X18 EXTEND ��i I 1.1 SLAB 1 1/2" 4" PVC to CHASE�� i , i� i' / r' /r r' TOP OF i SLAB M �i ro I i' I/ , �i I I � i IX i' N 4 r, I 5'-0" i i 16-B" I � I 1 to b' 1.1 I 1• c ---- TEi ----� I "2'-8" V' 1 /2" 1T-8" 5 T-0" • L7 i I I 4 I I �I N �I I I N LL I 1A I I 1' I 1 EXTEND SIM. --- "eo 1.1 SLAB 1 1/2" 1A 2 I4" CON�� m FM-12X18 SC. LAB m 1.1 I a N r ' N :3 1/2" a) _ 3'S 11 �1/2" SA I 1 2 4:71/2" 1 1A 1 1.1 1. - ry L 1.1 FM-12X18 1.1 1.1 J - - - - - b F C-12X 8 - FM-12X18 - - - - - - FMC-12Xi8 - 4 4 1.1 1.1 T-10" 10'-2" 2'-8" 16'-0" 2'-8" 21'4" 14'4" 4'-4" 39'-8" FOUNDATION NOTES 1, SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'4% 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.OINDICATES #5 BAR, 61INDICATES #6 BAR,ENDICATES #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 9W 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 #TS 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 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm - 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 j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 616 WlA4 W1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK 1 WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - FM-12x12 17' CONTINUOUS 12" FM-12x18 1T CONTINUOUS 18' (2) # 68 (+)0'-d' FMC-12x18 1T CONTINUOUS is., - (2)#5's - VARIES - 4x24 24" 24" U (2)#5'8 1 (2)h5's FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 f �a it W 0 i SuaDIV. Ae LoTil ABBOTT PARK LOT #14 BLK #12 PHASE:4C PROJECT* 04181.04C-14121 MODEL: 4EBB "1828-CALI" GARAGE DWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C oa rppmrrDATE: 2/04/22 SCALE: 1/4-:7-0" SHEET s1 MIN. EACH WAY L MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND S a SPACING REQUIREMENTS g SPACING REQUIREMENTS !1• ,r,:_ GARAGE DOOR • RECESS •, 21 m IT' CMU WALL b 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I f b 1i . _sI IN FOUNDATION WITH 30" LEG EACH w *- p,p• TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... I SO THAT THE STEEL REINF. IS CONTINUOUS \--IIRII • MATCH AMOUNT OF CONTINUOUS BARS • •L�' FOR • SEE SLAB SCHEDULE~ BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1STORY) W/ 1/T ISOLATION ',. VARIES • SCHEDULE TOP OF GARAGE SEE SLAB SCHE EXT. PORCH SLAB7AND I� LL CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET gyp. AT ELEV. CHAMFER (2-STORY) (WHERE � �. ` #q2q1ISOIONHAMFER HAMFER 1STORY6" ( )JOINT (2STORY)APPLICABLE) i E 30' JOINT (WHERE APPLICABLE) SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING F ZAR m,BARSIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY QUANTITY tr NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:3a"=1'0 2 BCALE:3/4"=1'-a' CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4"=1'-0" (1)#5 REBAR VERTICALLY W/CONC. w POURED CELL n 8" CMU 14 REBAR @24" O.C. C CENTER OF LAP TOP PLATE A MIN. OF 48" SLAB AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4'• O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 'o x 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NEW REINF. BAR WALL W/SYP No 2 STUDS SEE PLANS FOR ° m SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE SECURE BT, PLATE TO SLAB W/ • .' 4• 7'CAPPED°� EPDXY. MIN. EMBED ( TO BE PT. PROVIDE DEL. TOP V7k9" WEDGE ANCHOR W/7' 4 4" CONC., REINF. W/ N I GALVANIZED PIPE tt 8", UNO PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. 1S' OC M p 6'k6" #10 WWM ON W/FLANGE @BABE d FOLLOW ALL MANE. g SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. 6-MIL POLY ETHYLENE Z USE AND I BTM AND TOP PLATE h VAPOR BARRIER ON 1'1T § PREPARATION OF ANCHORS WJ 10tl x 1 12" WELL -COMPACTED CLEAN FILL TERMITE 4" C HOLE. COMMON NAILS FILL ALL {{{ TREATMENT SHALL BE SECURE FLANGE TO m HOLES, DO NOT USE 10tl w x 3' - SLAB SCHEDULE • { -< q u BORA-CARE (2) CONT. 04 REBAR SLAB W/(4) 1/4" X 21/4" TAPCONS �4 TOP [SEE •' OF SLAB 1 - h2)#5 4" CHAMFER (I -STORY)' .�l REBAR ON CHAIRS h 6" CHAMFER (2-STORY) 12" MIN. DEPTH INTO m 2 000 PST VIRGIN SOIL OR 95% • VIRGIN OR ENGINEERED SOIL COMPACTED SOIL 4,• SLAB HEIGHT LESS THAN T-6" M pEp pLAq EQ. EQ. SEE SCHEDULE EXTERIOR MONO DEEP ADDING BAR TO FOR BARMRSRE AND BAR QUANifiV FOOTING W/ BLOCK WALL BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 4 A SCALE: 3/4"=l'-0" (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ i6d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WJ BY P No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 2,6 WOOD BEARING PROVIDE BLOCKING i BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE s PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB RE MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO e 11 PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL NAIL 17' O/C STAGGERED. 17' O!C STAGGERED g ADDITIONAL METAL. A ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO REQUIRED WHEN NO LINTEL CONT. (TYR) UPLIFT IS PRESENT. UPLIFT IS PRESENT. ? +_ 0'-(Y' 8•'CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE b TOP OF S IFOURED 2X WALL FRAMING *-0'-0"SEE SLAB SCHEDULE SEE SLAB SCHEDULE 1/TDIA. SIMPSON ST82 BOLTS 5" SLAB i ,. MINIMUM EMBEDMENT INTO �— TOP OF SLAB . e• "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND GROUTED CELL, 4" FROM ENDS AND 16'•.0 O. VERTICALLY MAX 4 'e *.. • - - POURED MONOLITHICALLY WITH _ - '�- FOUNDATION AND SLAB . • 4 AO SEESCHEDULE SEE SCHEDULE FOR W%D, BAR SIZE EQ. EQ. FOR V*D, BAR SIZE AND BAR QUANTITY SEE SCHEDULE FOR YAD, BAR SIZE AND BAR QUANTITY li T AND BARQUANTRV COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO �Q�INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 3/4"=T-9' (NO UPLIFT) ��FOOTING I AND COL. PAD V SCALE: 3/4"=1'-0" r41 BLOCK WALL CONNECTION 1 1 SCALE: 3/4•'=1'-0' SCALE: 3/4"=l'-0" (NO UPLIFT) Il N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 _ a C _ - ABBOTT PARK LOT #14 BLK #12 PHASE: 4C PROJECT 04181.04C-14121 MODZU 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DAM 2/04/22 acAi.E:1/4"=1'-0" E*XM= S1.1A DOWEL PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA S: 0003325 64 W OEM a. LOT: ABBOTT PARK LOT #14 BLK #12 PHASE:4C PROJMCT# 04181.04C-14121 MODZX- 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C O9 N AARANO 9370 �� DATE: 2/04/22 8CALE: 1/4"=1'-0" DKEET s1.2 OEM a. LOT: ABBOTT PARK LOT #14 BLK #12 PHASE:4C PROJMCT# 04181.04C-14121 MODZX- 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C O9 N AARANO 9370 �� DATE: 2/04/22 8CALE: 1/4"=1'-0" DKEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM CLEAN OUT REQUIRED FOR INSPECTION 0`0 FIN. FUR. TIE ERTICAL REBAR ... e... 3 TO HORIZONTAL REBAR W/ 10" HOOK .._4.. BAR SIZE 48 BAR DIA. #3 18" #4 24" H #5 30" #6 36' #T 1 42" HORIZONTAUVERTICAL REINFORCING SCALE: EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6'PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED 3 CELL SEE PLAN FOR SIZE AND 5 a SPACING REQUIREMENTS 62 8" CMU WALL �. SEE SLAB SCHEDULE J _ 4" CHAMFER(1STORY) 6" CHAMFER (2-STORY) MATCH STEEL REINFORCEMENT h PER SCHEDULE SEE SCHEDULE FOR BAR SIZESAR AND eaa Quarrrm i Vr Vr JLMD '4" IUY Vt JIAtl e . a BAR SIZE 48 BAR DIA. i M3 181, #4 24" u �a #5 30" 6" PVC CHASE THRU FOOTING #7 1 42' MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE THRU FOOTING 4 SCALE #5 BARS at ra° CMU UNIT DIMENSIONS >o ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdealgogroup.com AA #: 0003326 6 IN 11111111 SVSDIV & I.OT ABBOTT PARK LOT #14 BLK #12 PHASE: 4C PROJECT 04181.041-14121 bWDEI1 4EBB "1828-CALI" GARAGE BW MG: RIGHT PAGE: DETAILS 160 MPH EXP. C l"M NO f DATE: 2/04/22 SCALE: 1/4"=1'-0" 9IIEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" 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. 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'). 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 P8S36, .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. BEAM SCHEDULE ZNZM INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT MARK DESCRIPTION (psi) W'W REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES ----------'----------a L---------------2---------------� SF16 MIN: /T/OM/1B 1 T4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 6d i� GQI m uyZp� � IE �pSy stMDIV & roT ABBOTT PARK LOT #14 BLK #12 PHASE: 4C PROJECT 04181.041-14121 MODEEa 4EBB "1828-CALI" GARAGE OWWO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C I"PRINTDATE: 2/04/22 9CALE: 1/4"=1'-0" SHEET N. s2 NOTES TO THE INSPECTOR/CONTRACTOR BTYR ONOBE 0 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�C g� PLACE STEEL HEIGHT. OF�� REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NO<� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP, 8'x16' m 04� / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#``' / TOP OF THE LINTEL. R 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. a 1441 N. RONALD REAGAN BLVD. VERTICAL REBAR W/ ta' HOOK /p(c0 LONG WOOD, FL 32750 1yyE Bx1B DBL. BOND TOP OF PH: 407 7746078 BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE FAX 407-7744078 �O # / 8x8 BOND BEAM TOP www.ebdesigngroUp.COm AA #: 0003325 • NCO FFILLED W/GROUT W/(1)#5 BAR BONDBEAM Cep = �* 3a'TYP�AL I0�� U =UNFILLED GROUT SOLID FROM TOP fR5 BAR IN BOND BE LINTEL TO TOP OF BOND # OF #VS, IN 2NO BOND WIDTH BEAM COURSE BEAM, IF FILLED LINTEL. NOMINA��l � OF OPENING SEE NOTE 5 V�d B 6-1 T/1 M/OZ..F 8x8 PRE -CAST CONCRETE EO a P� NOMIN HEIGHT #OF#5'S, TOP BOND BEAM COURSE HIATTX�NGINMJOB LINTEL W/(1)#5 BAR(L2) LENGTH OF BAR = WIDTH OFMASONRY OPENING-2"CORNER OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NDICATESADOUBLEBONDBEAM #5S,BOTTOM AND XFXX- 1TIOMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/i M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL(L1) REFER TO PLAN FOR LOCATIONS TOP OF OPENING AND XUXX-1TRIM/0B INDICATES SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW r SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 1S' O.C. MAX. MIN 1-1/4" I x EMBEDMENT !3 ZZ y as �� m__Sl 2x6 (MIN 2X 3) 2-3116 TAPCON PRE -CASTOR DRIVE PIN (MIN SHANK WINDOWSIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 ND 8" OPE FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT ^ ` Uv\ 2x8 (MIN 2 X 3) (MIN 1N 771 TAPCON OR DRIVE PIN (MIN W SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 0 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ 16, O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK, EA. END EMBEDMENT7/16" OSB S TYPICAL MASONRY WINDOW CMU WALL SHEATHING g SILL CONSTRUCTION 5 ARCHWAY FRAMING DETAILS SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REOF FILLED CELL BOND. BEAM euaDIV. 6c LOT ABBOTT PARK LOT #14 BLK #12 PHASE: 4C PROJECT/► 04181.04C-14121 MODErl 4EBB "1828-CALI" GARAGE STInNG: RIGHT PAGE: DETAILS 160 MPH EXP. C ctrrEc . PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN�LEVATION AACF OF BOND BEAMOF BOND BEAM93723A DATE: 2/04/22 ECALX: 1/4"=1'-0" ET SKE S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD ISAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE 8U8 T-6" PRECAST 1436 4'-0" PRECAST 1065 4'-6" PRECAST 819 514" PRECAST 931 5'-10" PRECAST 817 610 PRECAST 692 T-6" PRECAST 570 9'4" PRECAST 428 10'-6" PRECAST 388 1114' PRECAST 330 12'-0" PRECAST 308 13'4" PRECAST 270 W-13" PRECAST 254 14'-6" PRESTRESSED N.R. 15'-" PRESTRESSED N.R. 1T-4" PRESTRESSED N.R. 1741 PRESTRESSED N.R. 21'4" PRESTRESSED N.R. 22'-0" PRESTRESSED N.R. 24'-0' PRESTRESSED N.R. PLF M-W 15-lT/OB .0-1T/M 24-1T/OB 1T/0 -1T/OB LENGTH gig PLAIN 8/8 SOLID TYPE LENGTH W18 15-1T/t 1Tfl 4•iTMe 9-1THB 2-1TNB 962 3114 4217 5321 6428 7531 T-r PRECAST 689 1024 T-6" PRECAST mm 6113 6385 7708 9031 10000 700 2305 3126 3946 4765 55e7 4'-0" PRECAST 514 763 4'-0" PRECAST 1951 6113 7192 6524 7e27 8751 533 1770 2400 3033 3W6 4300 4'$" PRECAST 398 591 4'-6' PRECAST 1625 5743 7647 6752 W41 7565 1247 1999 2560 3123 36M 4249 5' 4" PRECAST 411 411 5' 4' PRECAST 1319 4460 7196 7342 5780 6259 1024 1831 2090 2549 3WO 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 1181 3693 5877 em 6648 5776 1139 3227 3031 3707 4383 5081 61-61 PRECAST 410 721 61-6" PRECAST 1139 3227 4598 7054 10000 8825 938 2498 2206 2898 3191 3685 T-0" PRECAST 303 534 T-6" PRECAST 938 2498 3408 4884 7067 6472 633 1593 2204 2481 2618 2621 W-4- PRECAST 192 384 9'4" PRECAST 639 1674 2208 3081 4099 4899 487 1247 1767 1904 2163 2D28 10'-6" PRECAST 151 301 101$" PRECAST 550 1407 1897 2781 32M 3784 644 1312 1742 2252 2868 36M 11'-4' PRECAST 132 417 1114, PRECAST 544 1312 1742 2252 28M 3552 507 1210 15M 200 25M 3191 12'-0" PRECAST 111 370 12'-T PRECAST 5o7 1210 1598 2048 25M 3171 433 1045 1385 1732 2167 2536 13' 4" PRECAST 82 298 13'-4" PRECAST 414 1045 1365 1732 2316 2006 398 978 1272 1608 195 2389 14'-0" PRECAST 71 293 14'-0" PRECAST 390 978 1272 INS 1950 2389 NR NR NR NR NR NR 14' 8' PRESTRESSED N.R. 283 14' 8" PRESTRESSED 458 1079 1429 1824 2277 2712 NR NR NR NR NR NR 1514" PRESTRESSED N.R. 252 164" PRESTRESSED 412 1014 1340 1703 2118 2513 NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4' PRESTRESSED 300 858 1121 1413 1739 2047 NR NR NR NR NR NR 19,A" PRESTRESSED N.R. 146 19'-4" PRESTRESSED 235 736 950 12DO 1467 1716 NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'4' PRESTRESSED 180 598 833 1038 1168 1458 NR NR NR NR NR NR 22'-W PRESTRESSED N.R. 116 22'-0" PRESTRESSED 185 550 784 992 12D3 1381 NR NR NR NR NR NR 24'-0" RESTRIESSED1 N.R. 91 24'-0" PRESTRESSED -ALL VALUCJ I P41, I A+1. I nC LCaACR rRVM OAPC LVAY I ADLCO O T 1410'" 1 T LV 10 CUI I IVIV, LV 1 1 A M'" CV I V CYI I III" - r'R W J 1 rrt UV 10 O T V 1 nGRQ 1 V MGG 1 Vf Gn{.rGcv vP1LYc0 a I A I GU no V G AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744i078 FAX 407.7744078 www.abdesigngroup.com AA #: 0003326 a c s1. VHDM Ae LOT ABBOTT PARK LOT #14 EILK. #12 PHASE: 4C PROJECT# 04181.04C-14121 MODEL- 4EBB "1828-CALI" GARAGE 9Ir7G: RIGHT PAOM SAFE LOAD TABLES 160 MPH EXP. C 08 DA 2/04/22 SCALE: 1/4"=1'-0" 9*1Z= S2.2A FRAMING NOTES: 1. 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" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 (41. 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 2 718" 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 2,5W LBS SHALL BE FABRICATED W/ A 216 STM. 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 9'FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS &SECURE TO BM. W/ y� SIMPSON LTA2 USED TO BRACE TOP OF WALL.3 F� CA x .. .. .. .. "EJ7. .. .. .. .. s CJi CJ3 x u x 1C n n n a x n x x x n u x x II It 4 1 tl 7x CA I '1 ATTACH 4''LONG 2X SCAB TO p p q � = II n II TRUSS W/ 10d NAILS 0 6" O.C. n x II II n = CJ5 II II I II (4" FROM EA. END) II II p %_� I I 6 I I I I I PREFABWCA TRUBBE8�24 M IF I I I I I I aaaas az®a=��a�a aaaasa� �a�a�sxsai �i�asa �iaea I I I =a�aaa�a a=.�aa®a \ I I I I 11 I I I I I I I ssess�ssssos=F�s�_sss;Fssssx- 1A __ _7_- = 3.1 7 4: \ sss�xer�a/ae#S s. a�� a s� FRAMING PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX, 407-7744078 www.abdesigngroup.com L AA #: 0003325 A F i5 d m uQiQ 6eQ .7 fed F—summ ac LOT: ABBOTT PARK LOT #14 BLK #12 PHASE:4C PROJECT 04181.041-14121 "OaEi. 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C 8 1 WX AW k ABOUSFC4CRA I --AR NO 93723 III DATE: 2/04/22 ISCAXJC: 1/4"=1'-0" SiIEET S 3.1 ENGINEERED WOOD TRUSSE iSON SHEATHING, SEE C 24" O/C, SUBMIT SHOP L(FLOOR DRAWINGS FOR REVIEW AND APPROVAL SCHEDULE" A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON "ROOFANALLIFLOOR HTSM20 W{1010d TO B{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", TRUSS AND (4)1/4" x 2'14' SHEATHING (12)16d x 1 }'NAILS TO TRUSS FASTENER SCHEDULE" (9) 10tl x 1 }" NAILS TO 6, 8" x 4'-(Y' MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE S" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #22" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10tl x 3 }•• NAILS TO GIRDER AND 6'. 8" x 4•-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12)16d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL) 14 OAF LON : 407-7 4-FIL 0 760 ADDITIONAL PLY MAX. TO TRUES AND (4)1/4" x 2 1/4" PH: 407-774-8075 SON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SE 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL FAX: design 4-0078 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. ' x 5"TITEN HD TO CMU AND (12) SOB W W W.ebdeslgngro0p.com 2x SECURED W/ (3)16d OIN GIRDER R GIRDER TIEDOWN WITH AA #: 0003325 GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SIDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 12, O/C FOR REVIEW SEE ARCHITECTURAL 2x SECUREDC42) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMONON NAILS. NAILS. (2) }'x 6TITEN HD TO CMU AND (18) SOS �" x 3' lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2' APART C ALLOWABLE UPLIFT= U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 888S LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c GIRDER CONNECTOR(S) S°"UE --_''- 2a 2b 2c TYPICAL ROOF 3 6DALE 3/4"=,'-0•• GIRDER CONNECTOR(S) SCALE: 34'=V-0" 3/4" T 6 G SUBFLOCR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d ® EA. LSTA12 20 GAUGE TRUSS (DIAG. BRACE TO TRUSSES WHERE X RACING S PRE ENT AT W Q Mill l PER ATION W/ 10dx1/2 HOG NAILS (Q EACH END. TOTAL OF 10 FLOOR -B 1 S COVER 5 TRUSSES) 4'-0' O.C. (A7 SHEATHING U-0" TO 30'-0" (1)'X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER 6d"MAX( ()"X"BRACE DICENTER TOBLKW/DIA, OR 10'-0" MOJ( IWx4) M (W (22) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T x * FROM CENTER TO END. WASHER SET IN HIGH PER E VATION tx4 DIAGONAL 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37' OC MAX' N ui PRE-ENG FLOOR TRUSS BTM.CHORD PRE-ENG GABLE TRUSS SEURE GABLE TO 8 g 2: 5/8" GYPSUM BOARD 1/7' HIGH OR BRACING,SEE p 7CPLATE W 12d's 9' STRENGTH CLG. BOARD m PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER O.C. MAX 0 SECURE TRUSS TO TOP PLATE W (2) § REQUIRED TRUSS ENG) CONT 2x4 SECURED W! 16tl TOENAILS (2) tOtl'EACH TRUSS TO BE INSTALLED 0 I DOUBLE TOP PLATE TT4 W/ SM.' A.B. WITH STM. CHORD OF 10'-0" O.C. MAX. IN. 7" EMBEDMENT WOOD ROOF TRUSSES 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE O SLAB 8 (18)16d x -11' NAILS TO POST., OSTTOITDIRECTLYPLANS V SEE SCHEDULE FOR FOR SPACING. SINGLE N SLAB BOND BEAM REQ. BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SECURE ST. PLATE TO VI SLAB W/10d MASONRY NAIL PROVIDE BLOCKING 17' O/C STAGGERED. ADDITIONAL METAL 12" GYP. WL. BD. ,ae 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER CONNECTORS NOT e a MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO • f ;. • o DEPICTED SEE PLAN UPLIFT IS PRESENT. < • COMMON COMMON NAILS AT EACH CHORD NAILS AT EACH CORD INTERSECTIONNP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END G V 7 GIRDER/WOOD POST CONNECTIONS SCALE:3a"=r-o" PRE-ENG'D TRUSS SCALE:3/4"=V-a' e4 5 • f -,,FLOOR TRUSS CONNECTION @ L.B.W. V 60ALE 34"=,'-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'D HOLE EDGE >5/B" HOLE DIAMETER USED SO LONG AS THEY CONFORM TO THE FOLLOWING stmDiv a LOT ABBOTT PARK LOT #14 BLK #12 PHASE: 4C PROJECT* 04181.04C-1 121 MODEL 4EBB "1828—CALI" GARAGE 9§WDCG: RIGHT PAGE: DETAILS 160 MPH EXP. C <2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS AR SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS STAMOF HOLE EDGE >5/6' EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 01 BTM, HOLE DIAMETER FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. O O v PLATE c 3/5'D DBL. STUD A. NO 93723 DARTS 2/04/22 STUD NOTCHING AND BORING LIMITS ALTERNATE MATERIALS 11 SCALE:3/4"=T-0" BCALE: 1/4"=1'-0" a*== 8 SCALE: 1 1 2 =1'-0 S 3• 'j /1 NAIL SHEATHING TO LADDER EDGE PER SCHEDULE 2X4 CONT LADDER EDGE 2X4 LADDER AT 16'0/C W/(2) 16d NAILS 8" O/C TO TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAG. BRACE W/ (3)12d 0 EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'4" (1) "X" BRACE 2x SUB -BAND 30'-1" TO 60'-0 (3) W' BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER STIFFBACK AT ALL (2) "X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10" HIGH FROM CENTER TO END. (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "-- "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1X2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12tl's [� MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE'3✓4"=V-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O SHEATHING SEAMS) (BLOCKING TRUSS (TYP) PRE-ENG'D WOODO.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL STM, CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ V7' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT, 2X4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG i GABLE TRUSS @ CMU WALL SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a odes Igng rou p.com L AA #: 0003325 �V SVBDM Ae LollABBOTT PARK LOT #14 BLK #12 PHASE:4C PROJECT 04181.04C-14121 woDEL: 4EBB "1828-CALI" GARAGE 10IM MG: RIGHT 1PAGE: DETAILS 160 MPH EXP. C A AI NO DAME" 2/04/22 SCALE: 1/4"=1'-0" BHEET S3.1B SVBDM Ae LollABBOTT PARK LOT #14 BLK #12 PHASE:4C PROJECT 04181.04C-14121 woDEL: 4EBB "1828-CALI" GARAGE 10IM MG: RIGHT 1PAGE: DETAILS 160 MPH EXP. C A AI NO DAME" 2/04/22 SCALE: 1/4"=1'-0" BHEET S3.1B GASEE-Ew ��` A' HIP ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52,70 PSF 162,70) ZONES = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70,50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79ZO) ZONE 3r = 83,80 PSF (93,80) ZONE 2r = 69.80 PSF (79.80) "A"= 4' -0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY C" RISK CATAGORV: II APPLICABLE INTERNAL PR +- .1 PRESSURE COEFFICIENT. / 0 8 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. (40/20), 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS ® 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA. TENSILE STIR SHANK ASTM 10d RING SHANK, 2 12" 0.131 F1667 SCREW SHANK 70 000 RING 16-20RINGS RSRS-03 8d RING SHANK 23/B" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 236' 0,113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING Z = USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 0 O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOPS 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT S' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ^ BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END 8 (1) ADD'L DROPPED ZONE 1: 1 Od NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING ZONE 2e, 2n, 2r: 10d NAILS fa 4" O.C. ON EDGE AND CO IN FIELD 16"0.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP ZONE 3,3e, 3r. 10d NAILS gI 4" O.C, ON EDGE AND 4" O.C. IN FIELD BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7.16 64 RINGSP& G OMEO.. HANKGUNNA-0®4°OC T 0 8 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 2' DECK SCREWS 06'-8" O.C. MAX 0 EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" 1 SG SUB+LUOR DECKING GLUED TO ALL EXPOSED MEMBER5 GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7tH EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402r602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C3303M. MAXIMUM AGGREGATE SIZE SHALL BE Mr. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMIFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 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 NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). V400D FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %' OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 064/Al 064M, GRADE 65 AND BE PLACED IN ACCORDANCE W TH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-W OC EACH WAY. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE 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 DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR $HALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TIONS FOR TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. 20 psf TOP CHORD-non-Donounent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD--oncurrent #5 BAR - 30" #7 BAR 47' PROVIDE 36' 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 pW TOP CHORD 20 pef TOP CHORD (7 psf m ASPHALT SHINGLES) (10 pst w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF S FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 020) EXPOSURE C, RISK CATEGORY IU INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOps/, UNINHABITABLE ATTIC WITH LIMITED BIT BLE ATTIC LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) 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 70 THE AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40PO MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS $HALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT 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 CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH,ELEVATIONS DIMENSIONS ETC. � � THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED 8V THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CIO, GRADE Tm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING NAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WALL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY AL TO BOTTOM OF TIE MS B F R S WALLS B E BEAMS E O E ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN WA COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WIT ASTM C-478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTHOF 3000 PSI AT DAYS, UNLESS WITHOUT THE EXPRESS VrRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES THE CONTRACT E 28 D DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 17'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 01557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS $HALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)„ U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL STRUCTURAL STEEL: 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 -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5PH- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMES TAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDEO 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 RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12PFOft Mi AND SIMLLFR 2PFOR#5 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314- FOR SLABS, WALLS AND JOISTS 1-I12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 Im. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35., TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVEUNG. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH 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 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APFLICATION SIZE ttPE BPAOING REMARKS APPLICATION 91Zf TYPE AtlNG REMAAK6 I.PTFIYdtINGTO MA80NRYl WIN'.. CASEH 1-150- -11 -LONG. 6" OARAGEDOORBUCK MABIXAT/CONC. iN'pA NO WA9MER T APWNMA60NRY FASTENER 6.� GC I1 MBE0LEND . tEtR' EDGE USTge B00. AL. EXT.Oo- ­MT 9"O'C WINIXYM90pb FASTENED GARAGE-BDtl( �.� 16'pC IBIe•Dw) a•EMSED.....Si.. s PT WE NOTE6 112 LONG. STApOEAED INTO MA9ttN(f/WNO TO MA90rFYlCONC. w'WAeIER E%PAN910N BST 1<'OIC Itrr ON G"EDGE 019T wl-aucic -EHAROE ..IL a°orc w)NDavr000w FASTENED METRE BTRAPTo CONTACT THIS ENGINEER FOR SPACING t, PT, SEE NpTEB AIL 112'LONG . BTPGGEPED INTO MA60NRYICONC. MA90NRY/CONO REQUIREMENTS EXT. SWING DOOR li).-A. "TAPODN' I-E.-B"END BI:G(hPi.9EE NOlE6 ND WASHER FA9TNEH 18"QC GIST,11?EDGE PST. h PTW1N0o OL,I 0.130'PPFs31lA'a•ENI pST.I PTt051EII OGL..9EE W0.^lER STPGGEriED GIST 1? NO EB NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2, FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NQA 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. WINDOW AND DOOR BUCKS SHALL BE AS WADE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W@TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 1 01 �iyS k$C 6 d c R61 R 06 faµ uT S IE Q C IAPMJMCT tmDty. a# LOT BBOTT PARK OT #14 BLK #12 PHASE: 4C 04181.041-14121 bwDEzr 4EBB "1828-CALI" GARAGE SWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C l'1 A. �11 fM AIM 2/04/22 CALE: 1/4"=V-0" KEET SN1 KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS ytll6iLiIIh T c�EreFu�los nuwor�.aan�aw000s rwowo.Fw �aoenw �MeeU'WA�ea raNwwa,�rsWn Er�,tu ME arcmnttaie+F'wrnKTED W%AEDNIXAIv�nniIRO1MEFD 9r�� H.IIAN WPt. "H�'e t. �l �iN�MN sMPNi'�i aKKM mETH$M.H+rFi nRF� ONrt�V a,avwrwWxar>. 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CNrALM, CMaTNJOMN wxwwWn TlIA43. w.axww E'ebTMFnOr a S WnuAiw YKn4$ A T,noeM, E satin ,ToaE T T:wan AmfFaaE fioALt / 4W BILLOFMATERIALS ' >s � so,miAi w .iil , Wa DAAsrNs NMM fA%r - M OPAR4e a MKr T nort ,0 w vai + s r DRLo12, . ,-+1f• T-NrA rd, c4rrzletc We aewFnEETEt 1� ° OrY iw4aq $ ,-s/r Taw aNE slew i >/K' WONT Opn SIMrt ,• W. ,[16M fim irr .Df$ sRy .w, sm w . Y x3uw 4am laltd - m - w.x ESE RD4a a rn4Ems. TriaD tWibl - as . aAf ,WF +K $cDD 12 ,M4 sim ® TRIM NAIL INSTALLED THROUGH FASCIA 0 16' O.C. MAX Oj STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHP MAX. DETAIL A FASCIA TO STAPLES INSTALLED 17 O.C. MAX (INTO WOOD) IN JCHANNEL SLOT OR T-NAIL 017 O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS O STAPLES INSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLEDI d7 O.C. MAX (INFO © W000) IN JCHANNEL SLOT WOOD BATTEN STAPLESINSTALLED 0 THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS B8X3-WOOD SCREW OR TAPPING SCREW. BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. f MAX.-•Wi - DETAIL D TOTHRULSOFFTTALLDED- J-CHANNEL J•CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS ME f N DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING �'FRUSS/JOI / BV OTHER :HANNEL 0 .. DETAIL B J-CHANNEL FASCIA © BATTEN STRIP ANCHOR 10D NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS Q 111X2WDODBATTEN-- �1X2 WOOD BATTEN /j ©SOFFIT NSTALLATION SCREW, (DJ -CHANNELS BATTENATTCHMENT © el FASTEN ER SPACED 24' MAX O.C. STAPLES INSTALLED 0 DETAIL C 17 O.C. MAX (INTO (T� WOOD)INJCHANNEL J-CHANNEL J•'v� SLOT OR TO a 17 o.c. MAX (INTO CONCRETE/MASONRV) CONCRETE/CMU OR BY OTHER 21/4' k-41NSTALLATION SCREW, EMB. BATTEN ATTCHMENT S FASTENER SPACED 24" S MAX O.C. TAPLES INSTALLED 17 O.C. MAX (INTO 8 WOOD) IN JCHANNEL S SLOT OR T-NAIL ®17 O.C. MAX. (INTO CONCRETE/MASONRV) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILINO CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'A'-r SUSEE DETAIL'E'J-IL SEE DETAIL'U SEE DETAIL 'E'-� EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL Q WALL, FASCIA @ FASCIA END J-CHANNEL Q WALL AND FASCIA END EAVE WIDTH (ROOF OVERHANG) AEE •fee_ — _—iEa--- _--FFa— EEC ZTAL A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 A4010. J� ---nss -./ Q' _ .J^-v—v- u —u—d KIML A 12" TRIPLE 4 FULL-0—VENT SOFFIT — VINYL — NO. 622 tllliff(fg, left r illillllf�= '' CMU OR WOOD (NOTE:1) _AL - r 11 'emu. u uI K1AL A 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 F6 b � � 1y S aVHDM At LOT ABBOTT PARK LOT #14 BLK #12 PHASE:4C PROJECT# 04181.04C-14121 >t[ODEL 4EBB Ff1828—CALI" GARAGE OWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C 0 DRAM NT 2/04/22 OCALE: 1/4"=1'-0" XT a�ES D 1 GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIGA ), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION MIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA -16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT IBC 2304.9.5." LtAVt ANF'KVF'KIAI t GAP AND CAULK FIGURE 1 FIGURE 2 FRAMING MEMBER 15A I 1 t N NG ER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT � n 1" FROM END OF SOFFIT 3/8" FROM END . I I OF SOFFIT I I FIGURE 4 GREATER THAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT aU13DIV. & LOT ABBOTT PARK LOT #14 BLK #12 PHASE: 4C PROJECT 04181.041-14121 MOD= 4EBB "1828-CALI" GARAGE BMMG* RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C DATE: 2/04/22 aCA=: 1/4"=1'-0" SKEET SD2 r, a 4h �w