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HomeMy WebLinkAbout7431 Sail Clover LnJ 99 1828-4EBB-CALI" HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 ALL WORK KC, �RHOA�t LCEriP MFLOCOFyy WITEELE'PREVA/LING�� E I.DCDC17YTRICOREOD ORDINANCES REFf�LS �C/Ty'Fw SATE CEP 0 PtAN E kAm/ ,R 1 ?OZ? �M�r,JFR '� � 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 -IWMA BUMMG CW& ��u„ %M EMN C , -.*t LO Fyn BUTZ COM AW WWW MY �liAlY WYYu -OCCUPANCY - RESIDE -CONSTRUCTION TYPE - VB RESIDENTIAL GROUP R3 -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vul1=160 MPH esd=l 41IP -EXPOSURE - C "1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. AD ALT. ALT. AMP. BD. CL CAB. CLG. CLR CONC. CPT C.T D. DBL D.O. DIA. DIM. DISK D. DR. DTL. DM EA EI,EV. EQ EXH. EXT. Fa./FX. FG. FIN. FIN FLUOR FR. DR. FTG GA. GAR. DIM. G.FI GL. GYP. BD. H.B. H.C. BUR HOT OR FIT MSUL. INT. ABOVE AIR STABTIONMG ALTERAAEE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE GLAZED Of DIAMETER DIMENSION DISPOSAL DEEP DOOR DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTER INTERRUPTER GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. MC. Mc. MFR. MT M.T. MID. MTL N.T S. O.C. PL P.B. PH. PLT. PLYWD. PR. P T. R. RAD. RA.G. REF. R.O. SC. S.D. S.H. S„T. SHTHG SHwR. SIM. SL. STD. STD. Sws TEMP THK. T.O.C. TO.P TO.S, TYP. U.N.O. V.P. W. W/ WD. wDw. W/H W.1 LAVATORY LUMINOUS MEDICINE CABINET MINIMUM TURER MINIMUM MOUNTEDRESHOLD MOUNTED METAL NOT TOERSCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET S„EATHING SHOWER SIMILAR SLIDMO SLANDARD S9 STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON GATE DE3CRD'�TION muzbAa cD's ISSUED ARCHITECTURAL SHEET DESCRIPTION " l��fpA� PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAi—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 0 ./IB CDSRE•I89UEp 0212VO SIOM3ELEVATIONBADM 03)2W* CD,B RE-INIJED 04/W FOOTING REVISION PER MISOM 0,nTAS CO'SRE-I58UED 02ASAa ADDED CURDLESS FOO`MR AT GARAGE DETAIL (FORE MYERS) OZR2/19 FLAN MAINTENANCE 03)2" REVISED LINTEL SI2E AT FRONT 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 SQ.FT. CAI,C. 04/2445 ADDED ADDITIONAL RECEPTACLE N GARAGE PER UNLL BATSON (MELBJ 04NAS REVISED WAC VOLUMES ON OCR CALC SCHEDW-E (ME-g) LIVING 1028SCSFT. CL GARAGE 430 SFT. ENTRY 16 Sa FT. LANAI W Sa FT. TOTAL 2362 9Q. FT. 06MAS ADDED 'EXTERIOR MONO DEEP FOOTER'DETAIL p151AA(ORL) MOW% ADDED LED L&M • KITCHEN 4 BATH PER MARK BOM5 01/" ADDED STONE OPTION ELEVATION C A D (TAPrA) gpyIVIS ELEVATION 'G' SIDING -ADDED LOUVER GABLE ROOF 10RgA5 ADDED OPT. V-0' CEILING HEIG1+TS VY" REPLACE USP CONNECTORS WITH SIM ON CONNECTORS 04/0V& REVISE ENKAVENT RADON PLAN DIMNSIONS 04/MV OPT. S'-0' CLG* HAT: ADDED LED LIGHT IN FOYER ® OPT S,-®• CLG. HGT. ELEVATION 'C'- REVISED HEK�HT OF ARCMU4Y OJ/0i1/2® ADDED EI-EVATICNS'L'i'M'(ORL) STRUCTURAL SHEET DESCRIPTION 09/15/20 ADDED ELEVATIONS 'MG'•T1H'-T15'(ORL) PG Sl—FOUNDATION PLAN PG SIAA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG SN1—DETAILS PG SD1—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 NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLL4RHTCATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFYa IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 01/01Ri 2020MCWDATE ONO3/21 ADDED SOFFIT DETAILS 0Mb/21 ADDED ELEVATIONS N' 4 '0' (Oft) 04/1V2i ADDED STONE OPTION ELEVATION W (MELBOAW) 05/010I ADDED ELEVATIONS 'P' 4 Li' lORL1 OSIPAI ADDED DEN OPT. (TAMPA 1 FT MYERS) ONW1 ADDED 20' FOOTER OPTION (TAMPA) I1(02R1 ADD FRENCH DOOR OPTION d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 iK ILL.) avHa;<v ee LGT: ABBOTT PARK LOT #20 BLK. #12 PHASE: 4C PROJECT# 04181.04C-20121 MODEL- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C ROLJGD A ABOkCHAM L AR NO 937Z j DATE 2/04/22 SCALE: SHEET 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 ARCHITECT/ENGINEER 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 ARCHITECTIENGINEER, 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 Y- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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 0 " PVC (SCHEDULE 40), INSULATED WITH 8 " 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, %' 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 HALL BE INSTALLED, PROPORTIONED AND WITH S S 0 MIXED IN ACCORDANCE W T ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2 ' 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 ADMNISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS 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 7D4.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti a BtmDrv. &LOT ABBOTT PARK LOT #20 BLK. #12 PHASE: 4C PROJECT* 04181.04C-20121 MODEL• 4EBB "1828-CALI" GARAGE SYMCG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. cff DATE: 2/04/22 8CALM: 1/4"=1"-O" SHEET GN SHINGLE ROOF FYF'ON `2IKTIIXIT OR EQUIVALENT ib'X62' F•YPON DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED SAND (TYP.) AREA OF ATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/3DO REQUIRED VENTILATION AREA 2364 /3m = 7.88 VENTILATIONAREA X SQ. INCHES PER FT,(144) 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC 567.36 SQ. IN. --_----------- - �yBLDG, HGT. --- —'Y OFF RIDGE VENTILATION AREA = 115 SQ. IN, LAP SIDING A9 FTPON LV12X24 567.36/M SPECIFIED `4 OR EQUIVALENT TOTAL It OF VENTS REQUIRED = 4.93357 (TYP.) ---� SHAKE SIDING TOTAL OF VENTS PROVIDED = 5 AS SPECIFIED 'AREA OF ATTIC ISTHE PERI MITER OF THE HOUSE, LESSTHE OVERHAI A (TYP.) OFF RIDGE VENT EXTER Ofl OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUD 4' FRIEZE 12 — _ BAND (TYP.) �b b b' TRIM BOARD (TYP.) b' RAISED / SAND (TYP.) IN 0'-0' FIB—F FRONT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103.4 OFF RIDGE VENT 8'-0' BRG. HGTI$�_ 0'-0' FIN. FLR. OPT. COACH LIGHT FLR. 0'-C' FIN.' OFF RIDGE VENT 0'-0' BRG. HGT. jLml III] -w OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH ------------------- ------------------------- LEFT ELEVATION SCALE: 1/4 - 1'-0' TEXTURED FINISH OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH 0�BRi. HGT. 00'-C' FIN. FLR L ADECO. - SCALE: I!! I'-0' 0-0' FIN. FLR. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 0003325 6. V ttyy m 8t mDry )LO AC T ABBOTT PARK LOT #20 BLK. #12 PHASE:4C PROJECT* 04181.04C-20121 MODELe 4EBB "1828-CALI" GARAGE 8MING: RIGHT PAGE: ELEVATIONS I' D" 160 MPH E . C a% AR NO 93723 DAA=: 2/04/22 SCALE: 1/4"=1`0" 8*1z= A2 D SS ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 125Y OUTLET 20 AMP Sur. a POLE 110V OUTLET ROV OUTLET N OF OUTLET U nD TO DUITCH —±� C>f•I IIOV OUTLET ECUPED W=00 FAIL. MTImm"m (rA "mm IRSISTANT TYPE) E@ 220V OUTLET (4) UM CONiGTION I. ExT. wATprRDOF amolw FAuLr v CUTLET MTDRBIPTEIR SWITCH SWITCH 5-WAY OPER $4 SWTCH 4-WAY OFER I..O WALL Pt xxm LK#R CEILM9 LIGHT © LED CLG LIGHT LED VAPOR ©VP PROOF LIOHTT O` p VAFORPROOF OO Reccommo CAN VENT. FAN I OM PER SO. FT. VDNT. PAN WrLRHT I QM KR SQ FT. Y FI— (BKce Too by ® 'X T 2-auLE WRAP AROUND ( Lb RNT :-CL 15 U%AP AROUND ( iiI•NTJ z' RmommoNT 4' PLUOPrACaNT Fes—a—�-v-• C 4' TRACK LIGHT O PANEL sib MOTOR OS D. eMOKE DCTECTOR , NAPI �a cEBcne�alee�� T�I UTALL MOUNTED RATr. IIIAfX_IF I 1 amom OETOCTOR WLki� CA/INK INTER -CONNECTED ®MDNQXUM B/CO �DCTGTOIR SHALL DE A DISTANCE OF NOT LESS THEN 4' KNDANT LIGHT I� NATURAL d" ► TELSI%10 0 JACK WATER HUNTER m�� a��a� DISCONNECT , AIR CONDITIONMi To cm DISCONNECT THISOm" I O T",1610N JAac CELM SOX PINUPPIC JO J-pox TO BE SUPPORTED N ACCONCANCE 2V BOX FOR MAR ID AS SUCHlWorTim GRILSE aOx R, eEaMG FANn air TD K SUPPORiro N ACCCROANce W eox MARKED AS SUCH FOR INIRVICTION �oaa 24' INCANDESCENT LIGHT STRIP %' LIGHT STRIP nnnnnnnn M, INCANDISCINr LIGHT STRIP ILOOD LGHT � OPT. SEQURnY IQYPAD PS. FUSN-VJMCN FOIE CHma uee PORT • LOCATION OF TV JACKS 4 PFCNE CUTLETS 4 FANS TO no VERMED • HOMECYPLER PRE -CONSTRICTION 1•EETNG • ALL 0 N 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED FER ELECTRICAL PROVISIONS OF ®8 1TN COITION (1070) . N6C 710J2 7OT1 COITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI S ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO SE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO NAVE MIL CAPACITY OF DO CPM NTERIITTENT PER ELECTRICAL PROVISIONS OF SECTION MIW3 FpC..ie EDITION (9dJE). • LAUNDRY ROOM AND DISFNUASHlR RECEPTACLE SHALL OC GROUND FAULT CIRCWT-MTERRUP OR PROTECTION FOR FERSON.EL ON FEEDERS • WnRM METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROYISON6 OF rem TH ED (2020A • ALL WORK TO COMPLY WITH ELISCTEK CPROVISIONS OF THE BX,R TTH m rz0701_ 3 It EBI DENTIAl SPICE NCY) 2020, TNh EDIION TION R CEILING Mm. LIGHT LAN 'pRE-WIRED LIVING ROOM TO BE I METALLED, CLG FAN 7 PROVIDE C.' PRE -WIRED ~ J-BOX FOR \\�J \\ W1Ell CLG FANCir OPT. FAN J F / DINING ROOM I ;� I 5'-6' I — 1 I 1 1 1 / SWITCH IN I OU3'L-2t-- GABINET FORDO------ ------ ---------3— I GIF GFI GFI I L— --- L I W'I•C• \ I / slwc j L------- / �,CHENRANGEI �%mqwi u n O GFI i II �/\i I W1—J j I HOOD WIRE OUTLET FOR ® FUTURE MICRO �II BDRM j 1 I \ \\ 1 I PRE -WIRED I 1 CLG FANqp V I I I L 11 � _� II II L I BATH I II I IS/GO 1 I / I L BDRM•02 / \ PRE -WIRED I / CLG FAN em -a. FOR BDRM.# 1 PRE -WIRED / CLG FAN I 1 1 1 @4 BDRM #4 PRE -WIRED CLG FAN GFI . &+O \ -3�I \ wALL MOUNTED L BOLLARD \\ LIGHT W/SUIITCH IN AEG. Attic FAR \ CODE \ GFI KEYLESS OUTLET FIXTURE FOYER IRRIGATION OUTLET • I ENTRY 48' A.F.F. G GARAGE �-------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-V METER FIELD LOC. I / \ L I I I I I I'-b 1 111-401 LED LIGHTING C SINGLE LAV. \ / BATH *2 LED LIGHTING @ DOUBLE LAV. BATH '1 PROVIDE 3n/0 CU, THIN . PS CU N 2' CONDUIT OR 9 4/0 Al., THUN . P6 CU H 2• CONDUIT OR 2/0 AL SEX. (CONONIT TO TER-iNATE ABOVE SOFFIT S OYERFWNa) 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COI`1PI.Y OT 4 ELECTRICAL PROVISIONS OF THE FBCR ITH EDITION (20IN LOCAL CODES, AND ALL LOCAL POWR COMPANY REQUIREMENTS. D. ALL CONDUCTORS SHALL 08 TYME THN/THWN UNLESS NOTED OTHERNB_ PCUER O"A TRNNBFOR'!R COMBINATION 8ERVRZ ISO A'MP DISCONNECT BOTCH AND Q0R40 VC M ELECTRIC METER IN 1148E NO MA DR ENCLOSURE PANEL ISOMP TELERMONS SMCEI..._.II I COI�M� lN71SaIQETRK4 TalPFENNWIFNENT INTERSYSTEM! DODDNG TERMINAL AT LOW YOLTAAE CONNECTIONS PROVIDE So AMP, 120/240 VOLT, I PFMBa SECONDARY-- 114 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE S h CAPPER (CU)IN CONCRETE ENCASED FOOTER STEEL PER1-VJ" PIA SCHEDULE E0 FYC CONDUIT OR PRONOE S ELECTRICAL PROVISIONS OF THE FDCR TTH 4/0 ALU-WJL'7 (AL) IN 2" CIA SCHEDULE 00 PVC EDITION (2020). CCNPWT UQLSS SCRVICE S PROVIDED DY THEELECT O COMPANY. COORDINATE OTH THE ELECTRIC S/S" DIA X S FT LONG COFFER CLAD OPROUND ROD COI'PANY PRIOR TO DID. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX, 407-7744078 www.abdesigngroup.com AA 8: 0003325 F fA U13D><v ag L0751 BBOTT PARK OT #20 BLK. #12 PHASE: 4C PROJECTOR 04181.04C-20121 MODEL- 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C k Ali NO 93723 A DATE: 2/04/22 8C,M.E: 1/4"=1'-0" axEET E 1 of fA U13D><v ag L0751 BBOTT PARK OT #20 BLK. #12 PHASE: 4C PROJECTOR 04181.04C-20121 MODEL- 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C k Ali NO 93723 A DATE: 2/04/22 8C,M.E: 1/4"=1'-0" axEET E 1 of ■ PLUMBING PLAN -,GALE: 1/4 • P-0' TO 2' VTR2 VTR KITCHEN 11/2' slrx uu / � AUTO VENT 11� 12' �. r 2' / it I i I!1• / I I I I/2'� V2' II1/2+�7,� 1/2'� �21�--I I/2' 2. i WG 2 I LAV rue I 3 2' I WG 3 3• I I LAV 3' 3 11/2 _...._ 2. WASHER PLUMBING RISER DIAGRAM F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A w m �Qj m86 iyp7� S � Q J, is I I L >stmDIV. a L+OT ABBOTT PARK LOT #20 BILK. #12 PHASE:4C PROJffiCT* 04181.04C-20121 MODRU 4EBB "1828—CALI" GARAGE BVMCG: RIGHT PAGE: PLUMBING PLAN 160 MPH ER. C 0 VR &A2/04/22 BCAL.E: 1/4"=1'-0" B*xr.= PI HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SILL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB S MASTIC. AND INSTALLED AS PER FBG 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKE$ 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, SHALL BE CONSTRUCTED OF SMOOTH GALV, METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. 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 MPG. RECOMMENDATIONS 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. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER - SOLID LINE. SUPPLY TRUNK - BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN S 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 ATTIC W/ (2)-3/I6'X2' TAPC39 UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O __--EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB fSXI 1/4' SNT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL TER y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN DRAIN 3D OVER HEADDFROMB STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COUNTERSUNK CA. PLUG i- SEE SPEC. BRASS PLUG � PITTING EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FIN. GRADE OR PAVING CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (TY � NEXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE: 114 . P-0' NOTE: ALL MECHANICAL EQUIPMENT $HALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. ■ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdeSigngroup.com AA 7h. 0003325 W C a e � c [SunDiv & LOT: ABBOTT PARK LOT #20 BLK #12 PHASE:4C PROJECTIO04181.04-20121 MODEia 4EBB "1828-CALI" GARAGE EMING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C O V n NT 2/04/22/4"=1'-0"1 2X4 TOP PLATE 3Sib, OR5 1/2. DRYWALL 3/0, TOP PLANCHANNEL(25 w� GA.) GORNCR BEAD PRE-FAB TRU99 . TMIANP CQM1T 12' CLG. BOARD MATT R c 5h OAT PL46TER APPLIED 12' DRYWALL DIRECTLY TO 3 5/0' OR 5 31W METAL STUDS MA60Ml1' ATT OWED TO RLL NOTE: STUDS IN 24' O.C. 20 GA METAL TO BE BELL A6 PER PARTITIONS SUPPORTING INSTALLED IN WALLS AP44plooAL RIM 12' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/S' OR 5 GAYLK AtD aa.L 694LMT a CABINETS AND TUB/SHOWER 25 3/8' BOTTOM Roo o 1441 N. RONALD REAGAN BLVD. — FIXTURES AND WALL GA METAL TO BE INSTALLED LLlATiER6TwP LONG WOOD, FL32760 CABINETS SHALL BE NOT IN ALL OTHER WALLS. STUDS CHANNEL (25 LN Mp+D►+O ALL GA.) SECURED MiLDIPARCIM ror PH: 407-774-6078 TO BE SPACED 16' OC. AT 2Np i �• Pve E.6M RH. aA/ LK LESS THAN 2x4, WHERE TO C� aALv.6rnL Dose Mew+a FAK 407-7744078 FLOOR WALLS ADJACENT TO • a•u SPACED NOT MORE STAIR WELLS AND BATHROOM FLOOR O 3/4 w orP Ro SECURE BT. 2X4 WOOF PAP t TO WOOD J D B AA #: 0003325 TRecK ERAacE» www.a es gngroup.com PLATE TO SLAB STUDS e24' THAN 16' O.G. OR, NOT WALLS W/ TILE FINISH WOOD FLOOR —uyeD E,yE Film Ja•Ip DER W/ 10d MASONRY OG. LESS THAN 2x6, WHERE w/ v4' WOOD MI& yx:6ix». T�ie.ac OVEIWCAD DOOR NAIL a 32' O.C. SPACED NOT MORE WOOD BASEBOARD SCREW er T" I' ca 6Y an6aa6 MAX THAN 24' O.G. TRACK o ro ROOM w/ PRooucr . SLAB APPROVAL qG FIN FLR FINISH FLOOR 1—STORY TYP. INT. WALL 2B GAS LINE THRU BLACK _ 3 GARAGE DOOR JAMBS D ""°' "'''• D1 SCALE: 1 I/2'•I'-0' (2)TYP. INT. WALL (NON—BRG.) 1A METAL STUDS NON—BRG. D1 SCALE: 3/4'.I'-0' D 1 SCALE: 3/4'.1'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH LINDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. FIBERGLASS SHINGLES AS PER FBCR 905.I.I. a EA END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNI a o FIBERGLASS SHINGLES AS PER FBCR 905.I.t. THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER SECURED PER WITH LtMRLAYMENT ROOF SHEATHING FASTENER SCHEDULE FASTENER SCHEDULE AS PER FBCR 905.1.1. THICKNESS AS PER ROOF SHEAT' W. SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS SHEET ON). SECURED 5/0, GYPSLBM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 12' NIGH g• g' SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE- ' �• TES AX. 2x FASCIA PER WN U) BOARD REFERENCE ELEVATIONS O. ELEVATIONS ul STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER / O PRE-ENG TRUSS \\\ PRE -ENS WALL SHEATHING TRUSS STRUCTURAL DETAILS J/ INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING = MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE MSULATON R-VALUES FORMS SHEET SNI. SECURE PER THICKNESS AS PER ®, PER ELEVATION FASTENER SCHEDULE SHEET SNL SECURE PER 2x FASCIA PER n-p 2x FASCIA PER ON SHEET BNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS Oy.l ELEVATIONS R-4.1 INSULATION .q PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 12' ON SHEET SNI. VENTED SOFFIT VENTED SOFFIT WEEP SCREED HIGH STRENGTH BNCs. G STRETH GLG. BOARD PRE-EABLE TRiJ89 �SIWINDOW ATTACHMENT WEEP SCREED PER MANUFACTURES P.T. SECURED PER SPECIFICATIONS STT RUCTURAL DETAILS 2x P.T.SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING STRUCTURAL STRIPS a 24' O.C. 1/2'K, ' THIC2 COAT PORTLAND Ix2 P.T. FURRING S' cm CEMENT PLASTER APPLIED 1/2' THICK• 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 GOAT GYP. WL.•BD. , CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND CEMENT WOOD BABE DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY I 0'-0' FIN. FLR _ _ }� 0'-0' FIN. FLR 0'-0' FIN. FLR �L • _ 0'-0' FIN. FL.R CM Cmu ROOF SHEATHING THICKNESS IS , - ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-I6 IN ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a,� ° ACCORDANCE WITH FBGR 2020 • ° 1TH EDITION, SECTION R301.13 °' 1TH EDITION, SECTION R301.13 AND 1609.5.1. AND 16095.1. W/ WINDOW OPENING rnTYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION ti ti BNO NO OPENING NOTE: O PENING NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE 9VBDIV. Ae LOT: ABBOTT PARK LOT #20 BLR #12 PHASE: 4C PROJECT# 04181.04C-20121 MODE1a 4EBB "1828—CALI" GARAGE 81MG: RIGHT PAGE: DETAILS 160 MPH EXP. C r4--\l—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'-P-0• UNDERLAYMENT IN ACCORDANCE SCALE: 3/4'-1'-0• UNDERLAYMENT IN ACCORDANCE T` D1 WITH FBCR S05.1.1.1 OF THE FBCR D1 WITH FBCR W5.1.1.1 OF THE FBCR O 2020 ITH EDITION IS 04 WHICH USES 2020'TTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 1>226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III TYPE II OR ASTM D486S TYPE III OR TYPE Iv UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. C ROLAPD A ABoucHACRA AR No 93723 ORATE 2/04/22 8CALE: 1/4"=1'-0" a*== D1 im 2X6 P.T. • CUTER OF DOOR HEADER SECURED UV (1) 1/2' X a' J-DOLT UY 4' FIN EMBEDMENT UV 2' X 2' X Va' WASHER 4 NUT on UV (2) V2' X a' ANCHOR BOLTS W/ 2' X 2' X LIB' WASHER 4 NUT m m BECUE 2X4 TO BLK W/ m 1/4' TAPCONS 1 IA' EMBED, a' OZ. 4' END DIST. 11/2' EDGE DIST. m y15FA, 2X6 GARAGE DOOR BUCK SECURED OR YV (5) 112' X W J-BOLT OR ANCHOR W/ 4- MIN. EMBEDMENT, W/ 2' X Y X VS. WASHER 4 NUT. (I) WI114N e• OF TOP, (1) WITHIN S' OF THE BTM, m (3) EVENLY SPACED. m m m NOTE& ALL ANCHORS SHALL BE N ACCORDANCE TO MAAFACTURERAb INSTALLATION INSTRUCTIONS W-ERE dYy MATG1)GTIt7t.IB ARE MORE ATR6KENT GARAGE DOOR (t)BUCK ATTACHMENT ec4u. w'.rvr e' cm 1/2' DRYWALL Ix4 P.T. OR D/4'X4' MIN SECURE THRU PRAMS 4 ❑ I'X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK UV 3/16' TAPCONS (MIN SHANK 812E J45 DOOR CASH MIN, HEAD SIZE 900 MIN EMBEDMENT 1-1/4' WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 ID' O.C. MAX SPACING ATTACH TO 2X PER MNFACTURES DETAILS. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3/4" OR +5/4" a NMDOM TO BLOCK +3/4" OR +5/4" 2X4: m SECURE TO BLOCK W/ WIG' TAPCONS MIN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 IS' Or— MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAFCONS MIL SHANK SIZE J4S MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 a, CMU WITNN 6. OF EACH END 1 TVO.G. MAX SPACNG, 1/2' DRYWALL 2X& ® El PX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONB DOOR CASINGS (MN SHAK 812E .14E MN. HEAD SIZE 3C0 MN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 ID' OG. MAX SPACING- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFAOTISES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" //�11►INDOII TO BLOCK +1 1/2" 34" BUCK CONNECTION 2 T BLK DETAIL 2X4: m SECURE TO BLOCK W/ 3/16' TAPCONS MIN SHAW. SIZE .145 MIN HEAD SIZE JIM MIN EMBEDMENT 1 1141) WITHIN a' OF EACH END 1 10' O.C. MAX SPACNG. 2X6: SECURE TO BLOCK WV(2) 3/16' TAPCONS (MIL SHANK 812E J45 MIN HEAD Sia -%" MN. EMBEDMENT 1 1149 WITHIN 8' OF EACH END S' CMU 4 IS' oz. MAX SPACING. IR' DRYWALL 2X8, RE SECURE TO BLOCK ❑ I'X4' UW(2) 3/16' tAPCLNS P.T. NAILER MIN SHANK SIZE J45 1/16' OB16. X 4' MN 00 MIN HEAD SIZE 3 MIN EMBEDMENT 1 1/4'1 DOOR CASIG WITHIN S' OF EACH END 1 b' O.C. MAX SPAGINUG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/18" @FIND TO BLOCK +1 15/IB" 2X4 m SECURE TO BLOCK UV 3Ab' TAPCONS (MIN SHANK SIZE .140 MIN HEAD 61ZE 300 MN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS' CO. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) TAPCONS 3118' TAPCON MIN. 1-1/4' .-~ MN SHAW SIZE .145 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 8' CMU 4 IV OO, MAX SPACNG- 1/2' DRYWALL 2X& 0010 ❑ SECURE TO BLOCK WV(2) 3/16' TAPCONS P.T. NAILER MN SHANK SIZE.14b DOOR CAGING MN HEAD SIZE 300 MN EMBEDMENT 1 1/4')WITHIN S' OF EACH END 4 18' OG. MAX SPACNG. DOORJAMB OR WINDOW ATTACH TO 2X PER MMRFACTIIES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" �11►IND01I TO BLOCK +2 1/4" 2X4: CM SECURE TO BLOCK WV WW TAPCONS (MN SHAW SIZE J4b MN HEAD SIZE J* C0 MN EMESEDMINT 1 1/41) WITNN 6. OF EACH END 4 W OG. MAX SPACING. 2X6,® SECURE TO BLOCK UY(2) 3/16' TAPCOKS (MN SHANK 812E Joe MIN. HEAD da 30o MN Q'IDBDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X& CEM SECURE TO BLOCK WK2) NW TAPCONO (MN. SHANK SIZE J4b MIL HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITNN e' OF EACH END 4 0' OC. MAX 8PACW- NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') LA ° cm 112' DRYWALL 1 ELL TO BE SOLID UU 2J!(E P.T. NAILER O.S&X 4' MR `DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANMPACTUMS DETAILS DOOR JAMB 3 TO BLK DETAIL 2X4: m SECURE TO BLOCK UUMAW TAPCONS MIN SHANK SIZE 146 MN. HEAD 812E 300 MN EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 IV O.C. MAX SPACING. 2X6: = SECURE TO BLOCK UW2) 3/16' TAPCONS MN. SHANK SIZE 145 MR HEAD 812E 300 MN EMBEDMENT I V49 WITNN S' OF EACH END 8• CMII 4 IS' O.C. MAX SPACING. 1/2'DRYWALL 1X& ancl SECURE TO BLOCK ❑ PX4' W/(2) 3/16' TAPCONS P.T. NAILER MR1 89" SIZE .145 DOOR CASING MN. HEAD SIZE 300 MIN. EMBEDMENT 1 V47 WITNN 6' CF EACH END 4 Is, OP. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" G aTxnna 'm t:Tn(•.x +a^ 2X4 m SECURE TO BLOCK W/ 3/16' TAPCONS (MN SHANK SIZE J45 MN. HEAD SIZE 300 MN EMBEDMENT 1 114') WITNN S' OF EACH END 4 18. CO. MAX SPACINSL NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/O) 3/16' TAPCONB 3A6' TAPCON MN 1-1/4' MN SHANK SIZE 146 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/411 WITHIN 8. OF EACH END 8, cm 4 B' O.G MAX SPACING. !- 1/2' DRYWALL 2X& ® 1 ' I'X4' 6ECUTIE TO BLOCK u P.T. NAILER UW(2) 3/1Z TAPCONB (MN 8H4NK SIZE .HD DOOR CA6MG MN HEAD SIZE 900 MN EMBEDMENT i I/4 2ND 2X SECURE TO STRUCTURAL WITHIN V OP EACH END MEMBER WK2I2d WIhIN S' 4 18' O.C. MAX OF EACH END 4 6' TOW O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM A8 NEEDED TO PLUMB MNNFACTURE6 DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" F 2X4: m SECURE TO BLOCK W/ 1/4' TAPCONS (MIN SHANK SIZE .145 PIK NEAP SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' Or- MAX SPACING. 2X6: SECURE TO BLOCK IW(2) V4' TAPCONS (MIN SHANK SIZE J48 MIL HEAD SIZE 3" MIN EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 W O.C. MAX SPACW- 2X& SECURE TO BLOCK W/(2) 114• TAFCONB (MN. SHANK SIZE .145 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 18' O.G. MAX SPACING 8' CMU 1/2' DRYWALL I'X4' P.T. NAILER T/16' 03H. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3 7/16" v TITHED# TO BLOCK +3 7/IB" 2X4. m SECURE TO BLOCK W/ 1/4' TAPGONS MN SHANK 817E .Wb MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 15' O.C. MAX SPACING- 2X6, 0110 SECURE TO BLOCK WIM 1/4' TAPCONS MIN SHANK SIZE .145 MN HEAD SIZE JIM MN EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 IV O.C. MAX SPACM. 2X& BOB SECURE TO BLOCK UV(2) 114' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT) 1/4.) WITHIN W OP EACH END 4 IW O.C. MAX SPACNG NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-6TGUCTU3AL 3/*' TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK LEA S• cm In' DRYWALL ❑ I'X4' P.T. NAILER I' F.T. X 4' MN TI /- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHAM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3 3/4" /ZIPIND011 TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 A r F 1116yyy w �?{ tpZpi p�p Q Z a a a aveaiv al: IJOT: ABBOTT PARK LOT #20 BLK. #12 PHASE: 4C PROJECT# 04181.04C-20121 "ODEIe 4EBB "1828-CALI" GARAGE 8TfWG: RIGHT PAGE: DETAILS 160 MPH EXP. C 0 ROLArD A A AR NO DATE:* 2/04, SCALE: 1/4"=1'-0" axEET D2 NOTM APPROVED BUILDING WRAP PREFORMED CONTROL JONT FLAHM OP CONTROL JOINTS Td BE WIRED TIED TO LATH • S' O.G. MAX (VERrd. NOSE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EX16TS BEYOND EXCEPT STAPLES 0 V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED • I' O.C. MAX VERTICALLY I i' THIOK 3 COAT CEMENT PLASTER WRIS LAYER n, FORMISER BUILDING PAPER APPROVED METAL LATH FASTENED •T (VERTU Or— MAX AT SUPPORTS WRB LAYER % STUCCO WRAP WOOD SHEATHING LATH SHALL NO BE CONTINIl0118 THROUGH CON JOINTS BUT SH one id tMWO AT EACH BIDE. PROVIDE 2X4 BLOCKING PER TM C1069 \ PLACED FLAT MAX 6' TO S' FROM CONTROL JOINT WFEN Nam CONTROL JOINT FALLS ON 1. FASTENERS FOR LATH TO BE NAILS OR\ _ _ STRUCTURAL OTUO STAPLES N COMPLIANCE W) ASTM 0063 2. WIRE TIES TO BE (NO. IS) 0D4TS' WIRE 3. BLOCKING SHOWN MAY Be N ADDITION/ \ TO WALL STUDS REM IRED PER PLAN I�I�I ! IIII I OLMLD WYYO.PT.A OMA NYNO Pr. A 2. OQAiW . PI. S 1 LANK . I.T. C 4' OLIMILD NWIm •R.A :. CREAM •Pr.S ICLD 46 SHALL BE LAPPED A MINIMUM OF i' • VERTICAL LAPS (ROLL ENDS) a 6' • HORIZONTAL LAPS, ALL SEAMS NEED TO BE TAPED WITH FORTWER 844EATHNG TAPE / LATH VERTICAL LAP TO eE V 4'z4' SELF-ADHMN5 MEMBRANE FLASHING (C X*IPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLdeHNG TD EXTEND ONTO PIPE 1' OR LESS PIPE / \ PENETRATION / I• MM LAP . -11 LAIN \ p( X X X X X X ~_ CUT AND OVERLAP ONE SIDE OF--/ BANE SELF -ADHERING MEMBRANE . METAL LATH FLASHING URB LAYER -1, 1' THICK 3 COAT CB'1ENT STEP "1 STUCCO WRAP I PLASTER e' MIN PM@R LAP DE OW ONLY / FETAL LATH URB LAYER 4, FORTIFIBER BUILDING PAPER I WRE LAYER 4, FORTIFIBER BUILDING PAPER a�oai:, WOOD SHEATHING INSTALL FASTENERS (CLIPS,— STRAPS,STAPLES) AS REOURRED TO SECURE PIPE/ WIRE TO FRAMING 2 "'PAPER LAP SCALE: I V2'.I'-o I' MN LAIN LAP. A' T2R ALL LAP ® KIC KO UT DETAIL I LL) L HOLD Pel41m . Pr. A a twee • Pr. e A BOLD PT. C OMR PT. e TILL Pr. C tOWCHee 00TTOM RANGE MOTT— r M.ANSR F1..4lIK W478R TKVlt •CAL FOLD. Qa bI= Mr. rWCK 3 COAT CEMENT ASTER ngkAM. W' 2 COAT oa PLA&M (ow B LAYER 4, FowmaER ILOING PAPERaRATet mm B LAYER'S, )CCO tlRAP(Rv,M! owL, ' LM'BT• OP PALILOW.WRrP ae MHLIN6 RAHeG STOP VGI. f Or�T) I a �—weaMe exllaloR � 6iRAYSLI.J1®@ e�i WELL RA0IW Cb(WE� \ � eYaTRDR.t dDD N@NDAT L�(Kf ND R?IALL � .Qe MALL Nr9plly " WRM VERTICAL LATH & PAPER DETAIL hum SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-K (121-11IN) UAW AT INTERVALS NOT MORE THAN S' (228-MM). AS PER ABTM C1063. NOTIN FOR REPAIR OF TEARS N WFIS LAYERS, TEARS MAY BE PATCHED WMOUSE WRAP TAPE PER MANIF. SPEC, OR PEEL 4 STICK WOOD STUr SHEATHING STUCCO WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) -LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, XX INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.B. 4' 6 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE Wf HOUSE WRAP MATERIAL) OVER 4'x4' OELP-ADHERNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP M2 SELF-ADHN ERG MEMBRANE FLASHING WRB LAYNK % OTUCCO WRAP WRB LAYER V, PORT 1MMOR BUILDING PAPER METAL LATH 6'r6' SRF-ADHERING MEMBRANE FLASHING OVER 4LA4' SELF -ADHERING MEMBRANE FLASHNG OVER APPROVED HOUSE WRAP, F1.46kNNG TO EXTEJWD ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHNG TO EXTEND ONTO PIPE V CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEURAP AIR INFILTRATION BARRIER OVER SWATHING SECTION PER SECTION RM&T MbTpMYR �O OIRNRUa E1 E1c0.dor u.e of Portland ._. ple.br .hell wrnply with tlR oppliaw requimrr tl. of ASTM C 928-18b. Imdll.tion of exterior lethhp .ntl f—irlp eh.0 comply with ASTM C 1083-19., or ASTM 1787. PIPE PENETRATION DETAIL (FRAN(E) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WiRB LAYER 1*2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.11 / ASTM C-847-14a, MIN- 2.5 LBS- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 114 ' is LIL $ CS II 9 fL VSDIR a LOT BBOTT PARK OT #20 BLK. #12 PHASE: 4C PROJECT# 04181.04C-20121 MODELS 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C a ROLAW A ABOUCHACRA AR NO 03723 , DA 2/04/22 SCALE: 1/4"=1'-0" SHEET WA1 INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: XII' L BOTTOM, 2. SIDES, 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND .: SIDES ONLY. SEALANT IS TO BE TOOLED 50 AS TO DEFLECT i) WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i ?t JOINTS AND INTERSECTIONS 1 �.,I.•_ APPLY SEALANT AT PERIMETER OF SACKER ROD NON -MOVABLE FRAME AND STUCCO 16 ON ALL SIDES.41 CAULKING • JOINT I I ALL AROUND I PER SECTION R703.7 I Exterior lathing and plastering BACKER ROD I Exterior use of portland cement plaster shall comply with the application •JC requirements of ASTM C 926-18b. X- Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER 14, STUCCO WRAP II HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIRBER BUILDING PAPER WOOD SHEATHMG DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER el, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP 4 SIDES 6 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLA5H' PIPE THROUGH / WALLI v SELF ADHESIVE — FLASHING (INSTALL PER MANIF. SPECS-) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION ty 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 �ELEG. METER FIELD VERIFY LOCATION I I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED 14OUSEWRAP FOR BOX INSTALLATION WRB LAYER $1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW THAT RAKE BOX, FACE EDGE CUT SUCH NO MEMB ENTERS APPLY TO APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 WOOD SHEATHING LAYER h, STUCCO WRAP LAYER -2, FORTIFIBER lUILDING PAPER METAL LATH CCN9 FRICTION ' :Y/� lIBTHE.X WOOD D FASTEN TO WOOD STRUCTURAL MEMBER a I' O.C. MAX e' CMU K' TO X1 MI J41Q 99xP SGQEED i' WIDE STRIP SELF .sz ADHESIVE TRASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 81, STUCCO WRAP WRB LAYER "I, STUCCO WRAP APPLY 60 MIN GRADE '0' FELT SELF -ADHERING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER n, FoRTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING: OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-40 r www.abdesigngroup.com AA #: 0003325 � � a C 13 it 3 sU8313 . de LOT ABBOTT PARK LOT #20 BLK. #12 PHASE: 4C PROJECT# 04181.04C-20121 MODEL 4EBB "1828—CALI" GARAGE STUNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C N Is AZE'. 2/04/22 CALE: 1/4"=1'-0- dd A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDINCx PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116' ZIP WALL V17717T1IT/T SHEATHING SELF-ADHESIVE FLASHING - - - - - lk 2 1/2" CORNER IBEAD (FASTENER 4 SPACING ® l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA B: 000332E i b � R .may. sFy vv��� auslay. &LOT ABBOTT PARK LOT #20 BILK #12 PHASE: 4C PROJECT/► 04181.04C-20121 MODEL: 4EBB "1828-CALI" GARAGE 8VnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C oa At NO 93723 Dr-nnrrAB.. 2/04/22 SCALE: 1/4"=1'-0" SiiEET WA3 VANINTING DBE TAKEN IN.EPMO THE VENT PROPERLY 4",SAND iP SHONN IN.' GALVM— ALIGNED.VENTPIPEISSEALEDIFUTILIZED.NAILINP1 E USING 1. M' NAILS AT EACH CORNER. RMFING CEMENT SHOULD BE APPLIED MALL SHINGLE EDGES NEAR THE FIN11PARATI M CUTWTTHEGODSENECNVEN—MINGINTiEROOF OUTEREDGEAND AROUNDTHEENTIREPERIMETERAS RE000.RAENDEDINSINB NEATHERCOASTAL SHEATHING. SITE TiE OPENNO INACCORDPNCE H'TTHI TIE CCNSmUCTLONZDNES. CHART SHDV ANTHEEVENTAMECtt4NCALVENTFANIS USED, BI2E THE VENTOPEXNO IN ACCORDANCE wTH VENT FAN MlWUFPClURE5 PIPING CONNECTION INBTRL1cnaNs. W NOTCUT INTO TRUSSES aR RAFTERS NHEN CUTTING TIE OPENING IN THE RODE. I—` WERFERMG SINGLE NAILS AROUND TIE PERIMETER OF TIE OPENING SO TNTTME NAILING FLMDE 'E£ THE VEIN LAYS FLAT TGTiE ROOF SHEATHING. SUDS THE TOP AND SIDE FLANGES OF THE VENT FL AND UNDER SHINGLES. UVENTFNNOE9 TO LAY OHI THE SHINGLES. THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL SCALE, NTS CUT AT, APPROVED HOU6EEIRAP OVER SHEATHING OVER WD STUD WALL NAILING FLAW.0 AT JAM06 TEI'FORNtlLY — FOLD-uP . SEGIRE HOubm~(OR TACK FLAP LNDERJ •LHEAD I ND HOLISM TT JAI`G6 .• BLOM NLL RO. TO EXTERIOR ASPHALTPLABTCCEMENT MOLDED AROUND BASE OF PIPE PAID OVER FLANGE ALIGN FLASHING W/ INT. EDGE OF SILL PLO. 1lCNMNICALLY FA61E94 FAKED BOGIES, (CAP NAILS, 6TAPLIEW WALL DIJPONT FLHX~ AS TH FLASHM/G AT THE PLUMBING VENT DETAILS NT APES AND HEAD a IPPLY TO BACK OF NDM NAILM6 LANYd N LINE W/ TEE-PUICHED OLE6 OR SLOTS. STEP 1 STEP 2 STEP 3 '11� STEP 4 +6' EXTEND FL 46MMG MN P BELOW 6" FLEXIBLE R-46HITD1 DO NOT SEAL BOTTOM FM maI� INSTALL 6'- 6ELF-ADHERING FLASHING OVER VINYL HEAD FLASHING NETH 1 DAMbl NAILING FLANGE INSTALL VINYL CAP FOLD HOUSEIUITAP DOOM . TAPE DIAGONAL CUT . ACR466 TfAD OF IUNDOIJ INSTALL 6' WIDH ADHHSIYW - BAgQD FLEXIBLE FLA&HMIG MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRA.P ST-20)IL w BMW STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS -AIDEVALLEYFLASHING a>.OR HEAVIER FELT UNDERLAYPIENT ASPHALT ROOFING CEbEM VALLEY CENTERLINE FABTEft8 Nf111M S OFCENlEX1NE II XTRAFABTNERSIN ENDOFSHI-a %TEND END SHINGU ATLEASTITBEYCNI VALLEY CENTERLINE 'CLIPPED OFP CORNERA—DEGREi ROOF VALLEY DETAIL APPLY 061 H2U (O EQUAL) 6EA1ANT I WNDOW/GT'W JOINT FLUID APPLIED FLASHMG (LAYNCO LLHITE-SEAL M-SE OR EOIJALA SLOPE SILL TO EX L IT THE CONTACTORS FNENRLNSIBILTY TO VERIFY T1 E C41 PATINUTT OF ALL PRODUCTS MCLUDNG HOUSEUiAP, SEALANTS .SELF -ADHERING FL.ASWM MATERIALS USED DURING CONSTRICTION. 2. INSTALL ALL MATERIALS PER MAMPACTLIRERS U WTTEN 61IECFICATIGT16 WA&LUaL SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE, GLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW hl" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE; REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WNDOWS WITH EVIDENCE OP WATER INTR®1SION BELOW THE WINDOW OPENING. SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT NOTE, 1. IT 18 THE CONTACTORS RESPONSIOLTY TO VERFY THE W PATIBILITY OF ALL PRODUCTS INCLUONG SEALANTS . SELF -ADHERING FLAGHMG MATERIALS USED DIJRMK. CONSTRUCTION 12. FLASHING AT EXTERIOR WIDOWS AND DOOR OPENINGS 614ALL BE INSTALLED N ACCORDANCE WTH MAN111"ACT1AlRS INSTALLATION INSTRUCTIONS AND APPROVED F'ETHOD U OF FBC RE06A .LI N ACCORDANCE WITH FENESTRATION MAE,PACTURER'S NSTALLATION AND PL464NG miVIUCTION6. WARiQiS.6EALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS i"i N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA g: 0003325 C Qp�xLI � ll !� }pip}}�{H yyqqs�� 9 ® 9 9 Z0ki 8 [ABBOTT UDDIV, & LOT PARK OT #20 BLK. #12 PHASE: 4C ROJECT► 04181.04C-20121 MODEX. 4EBB "1828-CALI" GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C . _. DATE: 2/04/22 SCALE: 1/4"=1'-0" 8*=]CT WA5 I ` ------------- ----------- --------- - . --- •---- :------,- -,'i : 2x6 SUB -BAND W/I'x4' NOTCH a r-- - -- ------- t' END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1\ I i \ \\ 1/8' TEXTURED 1 1 1 i FIN15H a WOOD I \� 1/2' TEXTURED \ % FINISH a CMU ( \\ \\ I! METAL FASCIA WRAP Ys' FROM STUCCO, I' FROM -------------- ---------_------j 4 WOOD WALL \\ It EXTERIOR WALL \\ (FRAME OR CMU) \ \\ \\ NOTE: NOTCH FOR 2X6 \ \ SUB BAND ONLY ®ELEVATION g FLAN A VS' TEXTURED FINISH • WOOD, 00 I/2' TEXTURED FINISH • CMU METAL LATH 1I METAL FASCIA WRAP i{ WOOD SHEATHWG OR CMU WRS LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIP15ER BUILDING PAPER (FRAME ONLY) 2X6 9U8 SAND ROOFING CEMENT DRIP EDGE ©FLAN B METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) �l/8' TEXTURED FINISH a )WOOD, 1/2' TEXTURED // FINISH a CMU / 2x6 5U5-5AND W/I'x4' NOTCH a END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENGV TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS ro'-8' O.C. MAX. 2x SUB -BAND W/lk2'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL (9 WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU 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/Wx4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a 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 a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVO. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A 0003325 F W a IP swan•. Se L,OT: BBOTT PARK LOT #20 EILK. #12 PHASE: 4C ROJECT# 04181.04C-20121 MGD . 4EBB "1828—CALI" GARAGE SVIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C 8 DAR CE 2/04/22 BL;EET dV A6 39'-8" 28'-8" '4" 9'-8" T-2" 22•-2" 3'1" 36'-2" 3'-6" `Q TOP OF SLAB FM-12X12 — — — — 1 — — — — FM-12X18— — — — — r I' 4" CONC. SLAB �a ILL i I 3 1/2LL .�-" L -24X24 l i t 3'-10" 8'-2" . 1.1 i 1 - - - FM-12X18 EXTEND - Sri 1.1 SLAB 1 1/2" 4" PVC i 1A CHASE�� J I �r /f if i� / I �0 TOP OF SLAB i/ XI / r, r, r, r i� Ix ILL I I r i� r, I •I �/ I 5'-0" i i 15'-8" I � I 1 1A 0 I iN 2-8" 17'_8,� 5 3' 0" I ,., I I I I I w a ti � I IA I N I sI.1 . 1 EXTEND SIM. I--- ro 1.1 SLAB 11/2" rIA 2 14" CONC. �- �1 m FM-12X18 SLAB 0. wl V r 0 LL `r 1.1 I 1 1 /2" ti a 6. $-3 02 IA 1 1A 1 L1 °? L FM-12X18 1.1 1.1 J — — — — — 0 FMC-12X18 '� — FM-12X18 — — — — — FMC-12X18 — — 4 4 1.1 1.7 3'-10" 10'-2" 2'-8" 16'-0" 2'-8" 21'-4" 14'-0" 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 +.0'-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. 11.01NDICATES #5 BAR, 19INDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 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 } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS 6x6 W1.4xW1.4 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 WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - We FM-12xl2 12, CONTINUOUS 12" - (2) 05's FM-1208 17, CONTINUOUS 18" - (2)#5'5 FMC-1208 12' CONTINUOUS 18" - (2)#5'S - VARIES -24x24 24" 24" 1 (2)#5'S (2)#5'6 (-)0"4" FOUNDATION PLAN SCALE: 1/4" = 1'-D" 4 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti Y dd Its i 69 z 9 1 OXMDrv. as LOT: ABBOTT PARK LOT #20 BLK. #12 PHASE: 4C PROJECT# 04181.04C-20121 MODELo 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 08 ►!�Tir�� DAR rE: 2/04/22 SCALE: 1/4"=1'-0" SHEET s1 MIN. EACH WAY MONOLITHIC FOOTING } °o STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTEDT— �I •O CELL SEE PLAN FOR SIZE AND 2 CELL SEE PLAN FOR SIZE AND R SPACING REQUIREMENTS `a SPACING REQUIREMENTS _ GARAGE DOOR RECESS i L�FM m 8"CMU WALL fo $ 8"CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR ° IN FOUNDATION WITH 30" LEG EACH � WAY AT ALL CHANGES IN DIRECTIONS ° - TOP OF SLAB TOP OF SLAB _I I ..V. "I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT, PORCH SLAB < 4 CHAMFER ("TORY) W/ 1/7, ISOLATION 18" 1 jj'�' VARIES '•Y , SLAB SCHEDULE 70P OF GARAGE EXT. PORCH SLAB �' li LL CONTINUOUS STEEL MONOLITHIC I ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET gyp, AT ELEV: 5' CHAMFER (2-STORY) JOINT (WHERE #q 44•' 4" CHAMFER (I -STORY) W/ 1Y2" ISq 6" CHAMFER (2-STORY) a > ry-ry• APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE •r� APPLICABLE a. SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MO. BAR SIZE Er AND BAR QUANTITY #8 36" z FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE: 3/4"=T-U' GARAGE CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0" (1)#5 REBAR VERTICALLY W7CONC. POURED CELL 8" CMU oy 5 #4 REBAR �24" O.C. 0 CENTER OF LAP TOP PLATE A MIN. OF 48" SLAB AND NAIL W/ 16d COMMON Q NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT i LAP TO OCCUR OVER STUD OF WALL W PLAN 6 F 5 aC Q 2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP Y NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECUREDN LATE SECURE BT. PLATE TO W/ 4// ° ° 4a 2"CAPPED EMBERT "g� IN EMBED EPDXY.M ( TO BE PT PROV DE DBLPTOP 12W" WEDGE ANCHOR W2 tr I4" CONC., REINF. W/ GALVANIZED PIPE ] ] 8", LINO PLATE WASHER SET IN HIGH STRENGTH 5-1/2" EMBED. MIN- ®16" OC lI Sk6" #10 VVWM ON ° 6-MIL POLY ETHYLENE W/FLANGE Q BASE FOLLOW ALL MANE SPEIFICATIONS FOR SIMPSON SPH4 OR SPH6 MPAOXXY I " VAPOR BARRIER ON USECAND I BTM AND TOP PLATE w II 1•ff PREPARATION OF A CHOIRS W/ FILL , WELL -COMPACTED CLEAN FILL TERMITE g 4' 4• HOLE. COMMON NAILS ALL HOLES, DO NOT USE 10d 3 TREATMENT SHALL BE , SECURE FLANGE TO _ % 3 SEE SLAB SCHEDULE BORA-CARE ,,�'< g' �u'• � (2) CONT. #4 REBAR SLAB W/(4)1/4" X 21/4" TAPCONS o } PO TOP OF SLAB , t(2)#5 ° 4" CHAMFER (1-STORY)'—\ I--^ REBAR ON CHAIRS 6" CHAMFER (2-STORY) < �� .a e 12' MIN. DEPTH INTO z z 2,000 PSF VIRGIN SOIL OR 95% #e VIRGIN OR ENGHJEERED SOIL �> COMPACTED SOIL M SLAB HEIGHT LESS THAN 3'S" PER PLAN EQ EQ. SEE SCHEDULE EXTERIOR MONO DEEP ADDING BAR TO FOR MD, BAR SIZE AND BAR ODANTNY . A FOOTING W/ BLOCK WALL C BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 7 SCALE: 3/4"=1'-0" (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d 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 W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING BTM. PLATE TO BE PT, WALL W/ SYP No 2 STUDS SEE f PROVIDE DBL TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO S n NAIL O/C PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12' STAGGERED. 17' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL g m CONNECTORS NOT CONNECTORS NOT 6" CMU WALL REQUIRED WHEN NO REQUIRED W WHEN NO POURED LINTEL CONT. (TYPJ UPLIFT IS PRESENT, UPLIFT IS PRESENT. 8"CMU FILLED CELL (TYR) • F SLAB m - TOP O z SEE SLAB SCHEDULE ''„w' 2X WALL FRAMING + 0,-0„ SEE SLAB SCHEDULE :Irk."' SEE SLAB SCHEDULE "�• 1/2'. DIA. SIMPSON STB2 BOLTS 5' TOP OF SLAB i MINIMUM EMBEDMENT INTO _4 OF SLAB 2 "ISOLATED COLUMN PAD 6 I` ° CENTERED UNDER WALL AND GROUTED CELL, 4" FROM ENDS AND 15' O.C. VERTICALLY MAX fl 4 TY....: POURED MONOLITHICALLY WITH 4 6 _ FOUNDATIONANDSLAB — SEESCHEDULE SEE SCHEDULE FOR WAD, BAR SIZE EQ. EQ. SEE SCHEDULE FOR WAD, BAR SEE [ AND BARQUANTITY AND BAR QUANTRY FOR MD, BAR SEE ZT AND BAR QUANMY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO r CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOLE: (DINNTIE�RIEOR J SCALE: 3/4"=V-0" (NO UPLIFT) 10 3/4"=V-01' (NO UPLIFT) Il N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroap.com AA #: 0003325 I:a ills 0 w aU13MV. ae LOT ABBOTT PARK LOT #20 BLK #12 PHASE: 4C PROJECT* 04181.04C-20121 MODEL° 4EBB "1828-CALF" GARAGE a111ING: RIGHT PAGE: DETAILS 160 MPH EXP. C DRAT�E: 2/04/22 SCALE: 1/4"=1'-0" 839MET s1.1A DOWEL PLAN SCALE: 1/4"= 1'-0" •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 81 oQQ i�t S e�Q its 19 1. StMDIV. & LOT ABBOTT PARK LOT #20 BLK. #12 PHASE: 4C PROJECT* 04181.04C-20121 MODMU 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C 08 IRa� a neOUCHA J AR NO 9370 DATE 2/04/22 SCALE: 1/4"=1'-0" sIZEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM f 5 CLEAN OUT REQUIRED # FOR INSPECTION ok I. 0'-U' FIN. FUR. d TIE ERTICAL REBAR .a a TO HORIZONTAL a.; REBAR W/ 10" HOOK 8AR SIZE 48 BAR DIA #3 1 1 B" 5 h #4 #5 #6#7 id HORIZONTAUVERTICAL REINFORCING SCALE. 3/4"=V-9' EXT. PORCH SLAB W/ 12" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED c CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �U �a m ro s 8" CMU WALL SEE SLAB SCHEDULE 4' CHAMFER (1STORV) 6" CHAMFER (2STORY) MATCH STEEL REINFORCEMENT N PER SCHEDULE SEBASCHEDULE FORI BAR BAR SIZE BAR AND DUANrfiY TOP OF SLAB 4' TOP OF SLAB BAR SIZE 48 BAR DIA- M d , d a #3 18' #4 24" 4 #5 30" #7 42' 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0' #5 BARS ■ 8° "k ■ b CMU UNIT DIMENSIONS >o ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4-T-Y' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F ZZ j W f O BUDDIV. Ae L ABBOTT PARK LOT #20 BLK #12 PHASE: 4C P1tOJECT# 04181.04C-20121 MODEL 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C A ROLAW A ABW AR NO W7 DUMT A 2/04/22 8CALE: 1/4"=1'-0" 8*1zmT 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 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON HIOA 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. B. 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. B. 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 ENGINEERS 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 ERRRM INDICATES OPENING BELOW / TO = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (cI) SIZE WxHBTM. REINFORCEMENT STIRRUPS REMARKS TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 NIA GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES ---------------------------------------------- 1 ♦ 8F16-lT/OM/OB 8F16-lT/0M/0B 8Fl6-lT/OM/OB 1 1 I 1 I to ♦♦♦ ; � 1� ♦♦ 1� ♦ I ♦ I ♦ I ♦♦ I Y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. 8RF14- 1T/OM/OB ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" Ii N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAK 407-7744078 www.abdeaigngroup.00m AA N: 0003326 W fA VBDty. a. LOTBBOTT PARK OT #20 BLK. #12 PHASE:4C PROJECT# 04181.04C-20121 MODEL: 4EBB "1828—CALI" GARAGE 8WMG: RIGHT 1 PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DATE 2/04I- SCALE: 1/4"=1'-0" S)[zET s2 fA VBDty. a. LOTBBOTT PARK OT #20 BLK. #12 PHASE:4C PROJECT# 04181.04C-20121 MODEL: 4EBB "1828—CALI" GARAGE 8WMG: RIGHT 1 PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C DATE 2/04I- SCALE: 1/4"=1'-0" S)[zET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK as nPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE-01 doT� PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. �nc Va�'F9 ep +OFa- F=FILLED WI GROUT U = UNFILLED NOMINAL //—# OF #5'S, IN 2ND BOND WIDTH / BEAM COURSE 16-1 T/1 M/013 NOMINAL—� N a HEIGHT # OF #5'8, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX. 1T/OMPo8 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL 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 HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH Aft BAR IN EACH COURSE. TYR 8"x16' b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM •+' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE m TOP OF THE LINTEL. e, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. WINDOW PRE -CAST. 31/4" a WINDOW z SILL � SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0' 8xl6 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM ToOF W/(1)#5 BAR .ti. BONDBEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Sx8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR AR LENGTH OF BAR = WIDTH OF MASONRY OPENING-r' BEAM DESIGNATION OR ^ 2 BxB PRE -CAST CONCRETE SCALE: 3/4"=1'4" LINTEL, W/O STEEL(LI) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 114") B" FROM EACH END AND 16, O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114' MIN, 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=l'-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7744078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 ou b 6 14 uu{{ Q �w u>y u'f 11,11 Q+ lilt yq��,1 11 9tn3DIv. de LOT ABBOTT PARK LOT #20 BLK #12 PHASE:4C PROJECT* 04181.04C-20121 IWDEL: 4EBB "1828—CALI" GARAGE SIM9G: RIGHT PAGE: DETAILS 160 MPH EXP. C Dnnrr ATE: 2/04/22 SCALE: 1/4"=1'-0" SKEET S2.IA "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 PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 e/&08 164T 1T 1T/OB 1TIOB -1T/OB TYPE LENGTH 8/8 PLAIN 8/8 $OLIO TYPE LENGTH 8/8-1T 8N5-IT 8/204T 8124-1T 8/28-1T 8/32-1T 8/8.18 18-1T/1 1T/1 1T/18 1Th -1T/18 8/6.2T e/16-2T BrmaT 8124-2T &28-2T V_42-2T T-6" PRECAST 1438 952 3114 4217 6321 8428 7631 T-6- PRECAST 689 1024 3'4r PRECAST 1569 3524 4394 5283 6132 7001 2486 8113 8385 7708 9031 10000 1589 3524 4394 5283 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0' PRECAST 1363 3080 3815 4670 5325 8079 1901 0113 7192 8524 7627 8751 1353 3080 3815 4570 5325 W79 4'-0" PRECAST 819 833 1770 2400 3033 30M 4300 4'-6" PRECAST 398 591 4'-0" PRECAST 1207 2562 3375 4043 4711 5379 1625 1 5743 7647 6752 6641 7665 1207 2707 3376 4043 4711 5379 5'4" PRECAST 931 1247 1999 25W 3123 36M 4249 5'-4" PRECAST 411 411 5'-4" PRECAST 1010 1806 2374 2044 3513 4084 1319 4400 7190 7342 5780 6269 1016 2276 28M 3399 3961 4054 5'-10" PRECAST 817 1024 1631 2090 2549 3DD9 3470 5'-10• PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 6776 929 2080 2593 3107 3620 4133 8 6" PRECAST 692 1139 3227 3031 3707 4383 5081 8'$" PRECAST 410 721 8'$" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 45M 7054 10000 8826 W5 1858 2320 2790 3261 3712 T 6" PRECAST 570 938 2498 22D5 2698 3191 3685 7' 6" PRECAST 303 534 T$" PRECAST 716 900 1181 1482 1743 2025 938 2498 3408 4864 7057 8472 727 1624 2025 2426 2827 3228 9'4" PRECAST 428 633 1693 2204 2481 2818 2621 91-4" PRECAST 192 384 91-4" PRECAST 454 586 767 948 1120 1310 638 1674 2298 3081 4099 4899 572 1318 1643 1989 2164 2519 101$" PRECAST 388 487 1247 1767 19D4 2163 2028 10'$" PRECAST 151 301 10'$" PRECAST 366 468 612 756 899 1042 560 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 2868 3830 11' 4" PRECAST 132 417 11' 4' PRECAST 430 406 530 853 777 872 544 1312 1742 2252 2886 3562 488 1042 1372 1843 1470 1710 12 0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 17-0" PRECAST 383 we 476 587 698 783 507 1210 1598 2048 2588 3171 440 940 1300 1680 1314 1478 13' 4" PRECAST 270 433 1045 1306 1732 2157 2535 13'�" PRECAST 82 298 13' 4" PRECAST 308 303 393 464 575 645 414 1045 1365 1732 2316 2605 390 780 1067 1312 1071 1203 14'-0" PRECAST 254 388 970 1272 1606 1986 22� 14' 0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 BOB 390 976 1272 INS 1950 29N 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14' 8" PRESTRESSED 239 422 508 an746 $65 45 1079 1429 1824 2277 2712 246 863 080 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 818 906 1134 1363 1572 17' 4" PRESTRESSED N.R. NR NR NR NR NR NR 17' 4" PRESTRESSED N.R. 183 17 4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 72D 501 1135 1312 1914" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 200 348 430 513 595 235 736 959 12DO 1467 1716 188 429 823 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 ON 833 1038 1168 1466 142 373 537 690 816 943 2T-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 200 369 428 497 165 660 784 992 1203 1381 137 1 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'4" PRESTRESSED 124 174 245 302 300 418 129 460 654 824 1014 1147 124 1 319 1 456 1581 887 793 -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE 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: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA M 0003325 I; H b I: BuBDm ae LOT ABBOTT PARK LOT #20 BILK. #12 PHASE: 4C PROJECT 04181.041-20121 UODML: 4EBB "1828-CALI" GARAGE WnNG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C DRiNT ATTM 2/04/22 SCALE: 1/4"=1'-0" all MIT 52.2A 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 2A 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 9 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CA — n — ' 'x — EJ7 0 CJ 1 Iryl CJ3 x Nn n 1C xNu" ■ n n x n x IxNI II it(ux� x x C* CJ5 n �(4" ROM/EA.EN NAILS 06AO C0 It It It x= CJ5 \ to 7 3.1 xx= x x x== x xxx■e xxx== 4 FRAMING PLAN SCALE: 1/4" = 1'-0" L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a bdes Igngrou p.00m L AA M. 0003325 i 04 V w F 6 3 SVHDIV. Ag LOT: ABBOTT PARK LOT #20 BLK. #12 PHASE: 4C PROJECT# 04181.04C-20121 MODEL- 4EBB "1828—CALI" GARAGE Spa: RIGHT PAOB: FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFNVALLJFLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 1Od x 1 21' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/ 0 Od TO • G{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4", TRUSS AND (4)114" x 21/4" SHEATHING (12) 16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 J" NAILS TO S', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DQL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C41) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 Z' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 19d x 3 }" NAILS TO GIRDER AND S', 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. WITH (12) 16d x 3 ?'NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL WI1010d TO LONGWOOD, R 32750 ADDITIONAL PLY MAX. TO TRUSS AND (4)1/4" x 2 1/4" PH: 407-774.6078 A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX 407-774�4078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS www.abdoslgngroup.com 2x SECURED W/ (3)16tl �' x 2 TO GIRDER AA #: 000332Lmommof P�ALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2X WOOD FASCIA (2) }'x Y TITEN HD TO CMU AND (18) SDS J' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 2z SECURED 12' O/C FOR REVIEW SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMONON NAILS NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SDS }" x 3" lx2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U',2365 LBS, L1430 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 = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c GIRDER CONNECTOR(S) 6QALE:3/4" -0' 23 2b 2c TYPICAL ROOF SCALE: 3/4"=1'-0" 3 GIRDER CONNECTOR(S) SCALE84""'-0" 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE LSTA1220 GAUGE TRUSS(DIAG BRACE TO DL a 6 Mill W/ 10d:(1/2 HDG NAILS NAILS X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING W EACH END. TOTAL OF 10 SEAMS) PER E VA 10 0'4" TO 30'-0' (1) "X" BRACE FLOOR 30'-V TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER 50"MAx (1) "X" BRACE 0 CENTER TOBLKW/OL DIA. oR 1aa' MAX (Wrzx4) X(W/2 (2)'7C" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" � * FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" PER ELEVATION ix4 DIAGONAL MIN. EMBED. AT 32" OC SEE ARCHITECTURAL W PRE-ENG FLOOR TRUSS BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 � 5/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE P.T. PLATE W/ 12d's 6' STRENGTH CLG-BOARD PLAN FOR LOCATION '� a MAY NOT BE STIFFBACK (AS PER O.C. MAX O SECURE TRUSS TO TOP PLATE wl (2) 0 a REQUIRED TRUSS ENG) CONT, 2X4 SECURED W/ (2) 10d's ®EACH TRUSS 16d TOENAILS TO BE INSTALLED @; DOUBLE TOP PLATE HTT4 W/ 5/8'AB. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. 7" EMBEDMENT WOOD ROOF TRUSSES 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE TO SLAB & (18) 16d x 2-11" NAILS TO POST., POST TO SIT DIRECTLY IH SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM RED. BTM. PLATE TO BE PT, SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING 12' O/C STAGGERED. ADDITIONAL METAL 1/2" GYP. WL. BD. e as < . ix4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER CONNECTORS NOT • • ..4 MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO :< e. W-O" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END V 7 re�GIRDER/WOOD POST CONNECTIONS SCALE:34"=1'-0" PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" ea . . J SCALE: 314„=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE: 3W4 =1' 0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE ID NOTCH DEPTH I/4'D HOLE EDGE >5/8" HOLE DIAMETER USED SO LONG AS THEY CONFORM TO THE FOLLOWING ausn at w ABBOTT PARK LOT #20 BLK. #12 PHASE: 4C PROJECT# 04181.04C-20121 MODEL- 4EBB "1828—CALI" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C < 2/5•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/9' 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, F1, AND F2 �1 Q L FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE O o 011 SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5'D DBL STUD A. AR NO 93723 R2/04/22 DATE: STUD NOTCHING AND BORING LIMITS 11 ALTERNATE MATERIALS B°QALE:34'"='-o"— SCA X: 1/4"=V-0" aHEET $ SCALE: 11YY'=1'-0' S3. 1 A 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) 120 0 EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'' TO 30'-0" (1)'X" BRACE E 2x SUB -BAND 30--1" TO 60'-0 (3) "X' 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 ENO. (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1z2, 2z WOOD FASCIA SEE ARCHITECTURAL CONNECTION PER TRUSS MFG. 2z SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's [@ EACHTRUS MASONRY BOND BEAM S SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=l'-0" VTCR SPACING (1) AT EACH END AND 6'-0" O.C. MAX. PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS- 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4-0' O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2X6 PT. PLATE TO BLK- W/ 1/2' DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10ds @ EACH TRUSS TO BE INSTALLED ® 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 A F m a q q � Q T4q SVHDm a. LOT: ABBOTT PARK LOT #20 BLK #12 PHASE: 4C 1pitojzcT# 04181.04C-20121 MCDEL- 4EBB "1828—CALI" GARAGE SMIMG: RIGHT PAGE: DETAILS 160 MPH EXP. C 8 AR NO J DA 2/04/22 L8*9ME C: 1/4"=1'-0"T 3.1B ,M� WP ROOF F v ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62,70) ZONES = 60.50 PSF (70.50) ZONE2e = 60,50 PSF(70,50) ZONE 3e = 69,80 PSF(79,80) ZONE 2n = 69,80 PSF (79.80) 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 CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: /- .18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 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 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RING SHANK, 21/Y 0,131 F1667 SCREW SHANK 170,000 RING RINGS RSRS-03 84 RING SHANK, 2 3/e" 0.113 SCREW SHANK PER INCH) PER RSRS -01 RSRS 8d RING SHANK, PNEUMATIC 2318" 0.113 SCREW -NAILS SRS-01 R SRS RAFTER OR TRUSS ROOF SHEATHING 'EXTERIOR SHEATHING z r USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 a O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & j �+ BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7116" 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 ZONE 1: 10d NAILS ®4" O.C. ON EDGE AND 6" O.C. IN FIELD NOTE: GABLES -DROP GABLE END & (1) ADD1 DROPPED ZONE 2e, 2n, 2r: 10d NAILS @ 4" O,C, ON EDGE AND 4" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING G 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP ZONE 3,3e, 3r: 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING C 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ PI hl`KIN(� PFP NGII IN(. C(`LJFfII II F NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 WRNGSHPNKGUNNAILSG OC. TOP 4 BOTTOM EDGES Z EL . = z N U Z O li I� BIT 8 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEXTAIG ATTACHMENT FOR STRUCTURAL ROOF SHEATHING 418 Z' DECK SCREWS @ 6"-8' O.C. MAX 0 EDGES & 1Z' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3W T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWNGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE 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 402/602-16 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 SHALL CONFORM TO ASTM C33IC33M. MAXWBIMAGGREGATE SIZE SHALL BE 314'. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED VC. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS,ETC., SHALL BE SOUTHERN PINE NO, 2OR BETTER. Fb= 1100 PSI AND A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABSONGROUND WHERE INDICATED ON ELASTICITY = 1 AD0,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH AOHESIVETAPE. 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 FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD 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 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2D20, 7M EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING 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 Al064/A1084M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH 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-0" OC, EACH WAY. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: T ARCHITECTI ANV R DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A 15A815M GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 TO WORK PERFORMED AND SHALL NOTIFY HE F DISC E IES N 8 , GRADE 801N 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. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S psf TOP CHORD-—oncement REVIEW. 20 P TYP. MIN LAPS SHALL SEAS FOLLOWS: i14 BAR - 25" #8 BAR - 38" 10 psf BTM CHORD non-cancurtent DEAD LOAD 15 p#f TOP CHORD (7 psf w/ ASPHALT SHINGLES) 10 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I Opsf DEAD LOAD 20 psf TOP CHORD (10 PST wl No GYPCRETE) 5 PST BTM CHORD BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 PET #5 BAR - 30' #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED GNE S AND FABRICATED IN ACCORDANCE WITH THE `NATIONAL DESIGN SPECIFICATIONS FOR D 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 DRAWNGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0,036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL, WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGES HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 3OW, BALCONIES (EXTERIOR) OO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS' 40psf, GUARDS AND HANDRAILS: 200psf, 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 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: SHOP DRAWINGS WILL , PF REVIEWED SOP GCH=PAL COMP ,ANCE AITH THE DESICHMNIG uITCHT SHOP DRAWINGS SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES). AS PUBLISHED BY THE H RRIC THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE ' STRAPS S -"""" -' ""` V"-`-"- "' _.. .."-""" _.,...' -'-" --"" "" "_."""-.. ..." " OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. Ci ON I nu N SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. UANTITY TO NTS COMPLIANCE WITH THE CONTRACT DOCUM AS LENGTH ELEVATIONS DIMENSIONS ETC. E Q ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE Tm = 200D PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWNGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WI RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE A ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRAC T ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS 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 W TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,D00 psf, FOOTING 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 D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL 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 HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 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 A50WA500M, GRADE B, Fy - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ACCORDSTM 25CEWIM BHETUROLTS THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5PH- PRIOR TO THE ADDITION OF PLASTICIZER METHNDER -OFF4H-NUTERS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-0FF-THE-NUT METHOD. CONCRETE SHALL COMPLY WITHALL THE REQUIREMENTSOF ACI 3IBAND ASTM OW94MORkEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S 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): S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER i-iRPFOR 06 AND SMALLER 2PFOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-1f2PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRIGTCN BILE TYPE SPACINj RE— nPPLM . SIZE TYPE IREMPFK9 1vI IT FURRING TO MASONRY/WING. —EHARDENED-L N4L11/Y'LONG. BOIC OPRIOE DDOR BILK TO M46ONRY/OONC. 110'gA NO WASHER TAFOOY M49gAV FASTENER COL 11/I'EMBEO.,PEIIDg9i., ItY1'EILE qST. SGQ� EXT. GOOKS O49E HARDENEOOGL S.-NnNDOMDOOR/FASTENED ODUOE COOK SUCK 3/0"qA. OR EJ{PAN910N BIOLT 1B'OIC (9R'gA) <"EMBED. 4°ENO I SEE NOTE . 1 NML 12'LCNO, STAGGERED IMOMASONiYIOCfIC. MASONRY/OJNC. WP R Z4'OIC (I¢'gAl 3"EDGE G6TgST vmm —K a, ae w,RDENEDCGIL WNDOwIDDDR/FASTENED mE-STRAP To CONTACT THIS ENGINEER FOR SPACING tv PT, SEE NOTEa NAILI t/1"LONG. STA ERE_ IN— . ASONRV ICD+c. REQUIREMENTS EXT. SWINGDOOR (2)MI-DA. "TnPCOv IV1"EMBED B"END BUq(3PT, SEE -TES NO WASHER FAST— IS NC gBT.,t 1/1"EDGE q9T. 2. IT WINDOW BUG( 0.138'PAFv 3I18" B"OIC <"END 019T.,11IS' P 08TEEL WL., BEE WI WPSHER STAOOERED ED3E q9T. NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SVVING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 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. WNDOW ANO DOOR BUCKS SHALL BE AS WIDE OR WIDER 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 wwwabdeslgngroup.com AA #: 0003326 1 C y �a C ZZ � y 9 ausDrv. at W751 ABBOTT PARK LOT #20 BLK #12 PHASE: 4C PROJECT/ 04181.04C-20121 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 0 DA 2/04, DCA=- 1/4"=1'—O" >s)<'IE11ni' SN1 s KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS ➢ftlLBELLiIIh rower nueuwletteaswnsswxfeTa muxv vmn11N r Gti �E«cEntl{xor �nauwgrIXW: w9w,{NID oe9oefrtVa a>m T»c'ArNowol,cnlw'"�N ,ave iiie�a roAanein�iiwawi:win `aesis ewmanAe.,vno�• wfNEw.man �.s.s,¢alYeosrnF aaulom{E. 1 IEE«wFn{8We,1P,Y,{r{saq� AT11''. 11 YO11A �v I--- r�rN¢srA«rwmsaT,a•. ,r.�F roo,f .a m1E waw.;i oer..e co«a.co r.wx e«e {,seawo,.EE,..e ,. Naava{Ev�nA �uoA{apiaE•«..,EAmra�crTNww.�,ll.wroe« •.,iaoarx:ewa<awwE�Eec`r.r*o+a+era ReTanaeitwre wnn mf +AwwaaewFe�mrLLia�Aeofiea�eimuKTOr°�aseA'mEgw"Arttsa"°rr_ni«a. n",a NeaPgMl161fv wtNe AlICNTKTgtFN3MF4w NEW AaFai{lNe Fu{rcEr. o.fw..«ner.ow:oc:uasioaia.ecrs�"T,w«,iwmiuwe+is sm�a F«oMFeNrowun rta wiMNosoEUNeuw.mcttoecEcrs R!{M1TEN:OAPLMSCt Fn NWEuueE1{o1N•canYra-E wawT,m Mu.N«r ewrawo� e 1Nf fLORIY IVNDN{COOE v. �F1T�Tmee«e+wAcwmn«cawlnftwe euaN«r eam«w ttIX Nttm10N«wipfAwMlavaDswNi fClNelalOemRFi i. T. bgtsW suAww+JW.T81nne0+Tr: xWaWH uw'�"iAnuaorosArowrrulEam «Ns{aAcor,ewAeo +w{lw mcNrwnonn AEnCm+rs. ,Nz iATCA«4YlOMa>wwc cnwzwasr.mE wNrrAcnworno. �uuuMAwo.�mAn.M ies*wreaAf {rarumw,• Fn DESIGN PRESSURE (PSF) RATING AT 50' SPAN (NOTE 2) V81 La0Art {{I®a INTALATpMm[TNOm (86 NWT[FI mEEgNlgeWmF IFBFIINBFgfE t) IlTINlB{AMA 18Y.mE•.mMAEaIJ NlfNR 14pW. tY tttpE. epD 110. fats >aO e{rfrl r4fus!'-tea �'r/ 'A WA ,-pY,wO / ♦4f8F6 Na>/-a «! WA ,Y i388E•Ml4,Olr wm aNz .onm e{rm FtlW /,•OWw6 .Kf/-Kf aN a,4 ,-urw6 / ,-msafNa .{af/-Kt tr aW1F . ruA-o-smN {o{ wa ow wutm Earm `"F's / ..op.n ...../-.e a,{ a,• s.r,wK1. / ,<,r.fi. .ee.+/-,n a,s a,e N{rt t1 111uW FNemifea As1F1W moue •18uf mMLL a mrtu®m e{IFIm m,® oN wN 8wC wN sr®s t«w fNol,El wmE a ffi fem z ra4 row r1 Al ra•, ,r. ,.• Aw N•. s¢ man a wa , rat t1«mw{w rNtWc c«,weswr «o oauw,{ eaE aN{wfemrE >a >Bl { ea11 oNe[nu,1 m1Ye vF11 Iurw,Aluru .a eeuAa. DP RATINGS AT VARIOUS SPANS NBTN16&PEIBTL: t. EAVEweTN8t8PNro) t.E tNEY1SlILUtgNEA088{ECigN{&WWNp1&IEEt{1Ns�E0E/IGi{MLE mwK PCNEMEGDMiBUCTQNw TI{IH8rW000FTVkIq W MtrfA CMITEEVER JIIOYFNNNKiCOMF1{yAAmCNEetOstEYFA TN{aG[aNDT WT swPrttx{rruna,x msecaFnwitawaav seEweeA{ uww, PAS(EwA K0INCMNi4 Aro {MNE1Kta AIS t4vn tAe,Eo. t.z. �eTAaEc«nI{apeFlror aa.NawTo•. w-.nn. u•wu,N. 2 N,BTAL>MiOw PA{TE8ER8 2f. FA{TEW4N8 f»1tE aETNETYPB.bIZE EM@EOfEBT AND BDGE ga1NICE meOYM NIEIfEw FON1C8PEClwB{U{STRIia. {EEFK1P:pE0.8CNE{t6F TA&F OFI IH{ 91EET. ..� MMAIr EAMED,ANTEACIVDi wKIfNSHE61wCE401HG fuTNOlsYlEO TO aiU�C0i:Y1M, f We• VEN[¢NAtQ &FMGI.EDGE0,8LANGF>1 BN,aIK aaCn to PNEtENTMGMCetN50F SUBaTMTEMATFMK. .,. FASIE,ENEENGhB{,ePv«w11E,N4Tw-atpNPETKSWegr lA,E wiO ACCg1«T wALLf W91E8.YM:L FEY{NT4OtNEEaBMNL K A6Cf0 f014 NEOUREO F,dif/Ell IfWTNS. YEfABTENFA9[NETYE NINE ON THA MEET. cmrNAaole�a�n�atur wT�.4acoltwi�Ew,TMi� �eeiurf wien,u. FASTENER SCHEDULE aAn- Owl1P . mnmE V•' aim suq[ P w �1tt1t m f/r V. ncw. en- '�x'AdNtmE sun oN w�iwe�e. r ,-,n• N.o{o, m.Rr 41 uE4Ki"«wXOW`m.Foel�t mIFONW mumMtf. :N1mE wn .11E R0.09 .74 165 lA U421 l.54 1/2" J-CHANNEL/TRIM VINYL (No. 1100) J 1 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRMA SCHEDULE YINYL lOFFR !CHANNEL FASCIA aEaNEs 12+ TRIPLE 4 SOLID NO. 0623 SOLID ECMT 12' TWAR 4 "L-Q-VENT 1/2. 9-CHANNEL C FASCIA W. 0622 VENTED SOFFIT VIM NO. 1100 ALUMINUM NO. 2700 12+ TRIPLE 4 ruu-O-VENT ECO ND. 06M VENTED SOFFIT BILL OF MATERIALS _ n - '« wmwEao« wEt t A,q a{,4rua wx,E x vxm arr «os to a spm „ { aw[m . ,-,n- r-«rE ron mrrNErz w m,mwo sm • awEiw . ra/r tr wa stm atm ,0 • x Y MCMMf eaEO YIiM - K + PN WE e0M a 8• IC,IrMt ri8'O YIiTN - f0 . QN Yw IFaeD N K,Na llNl ® TRIM NAIL INSTALLED THROUGH FASCIA 0 iS-O.C. MAX 0 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS O FASCIA J-CHA MAX. DETAIL A FASCIA 0 STAPLES INSTALLED 12' O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL a 12' O.C. MAX. (INTO CONCRETE/MASONRY) BOARD BY OTHERS O STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL .e. HEM AND IN VALLEYS STAPLES INSTALLED 0 d2" O.C. MAX (INTO © W %IN J-CHANNEL SLOT STAPLES INSTALLED 0 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS ISXB" WOOD SCREW OR 0 YAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MM O.C. }- MAX.—W If DETAIL D O STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS C f N DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24' O.C. INTO FRAMING /'TRUSS/JOI BY OTHER EMe, NANNEL Q DETAIL B J-CHANNEL FASCIA © BATTEN STRIP ANCHOR 100 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 0 01 X2 WOOD BATTEN fl%2 WOOD BATTEN / 0 SOI NSTALLATION SCREW, 11 IIATTCHMENT O FASTENER SPACED 24" MAX O.C. TAPLES INSTALLED 12' O.C. MAX (INTO gWOOD) IN J-CHANNEL SLOT OR T-NAIL 0 12' /�O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) DETAIL C J-CHANNEL BY OTHER 21/4' NSTALLATION SCREW, EMB. BATTEN ATTCHMENT O FASTENER SPACED 24" 0 MAX O.C. TAPLES INSTALLED 0 12' O.C. MAX (INTO 7 WOOD) IN J-CHANNEL 6 SLOT OR T-NA1L ® 12- O.C. MAX. (INTO CONCRETE/MASONRV) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'A'-� zuSEE DETAIL'E'J �• � SEE DETAIL'O'SEE DETAIL'E'— T EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL 0 WALL, FASCIA @ FASCIA END J-CHANNEL (B WALL AND FASCIA END �F=lI■■IrI��A�r�X. EAVE WIDTH (ROOF OVERHANG) v u b u u-� CfAIL A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 v v = r—u u IE/AL . 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO, 622 11,Jt� �1lftfftlt�+„��i 1���111!(Ut11{ftt(. CMU OR WOOD (NOTE:1) Tf1EF A 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 9 IPR UBDM ae I.OBBOTT PARK OT #20 BLK- #12 PHASE:4C OJECT 04181.04C-20121 MODEL: 4EBB "1828-CALI" GA %AQZ BMWO: RIGHT PAGE: SOFFIT DETAILS 160 MPH . C M DAM 2/ 41'22 SCALE: 1/4"=1'-0" SHEET SDI 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 (FIG. 1), 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. FIGURE 1 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*. .0• 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. FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT el �" VENTING TO I 1" FROM END OUTSIDE OF ° ( OF SOFFIT FASCIA EAVE SHIM HARDIESOFFITO 3/8" FROM END WOOD Y I ( OF SOFFIT (WOOD) VENTED PANEL SUBFASCIA SIDING I I 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 ANh KUVKIA I t GAP AND CAULK FIGURE 2 MEMBER NG ER H-JOINTE FRAMING MEMBER ING IER FIGURE 4 GREATER THAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003326 J o SS b fz o c atmDIV. as 2,07.4 ABBOTT PARK LOT #20 BLK. #12 PHASE: 4C PROJECT► 04181.04C-20121 MOD= 4EBB "1828—CALI" GARAGE >!`IMG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C AA NO DATIM 2/04/22 SCALE: 1/4"=1'-0" ET 1.__J D 2 q5q1 . �Cjwtn Fb �y31 ��^ZiaZ b