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Home My WebLink About7599 Sail Clover Ln99 1672-4EAB-ARIA99- H O M E S 12602 TELECOM C)RIVE, TAMPA, FL 33637 74el= (813) 740-9720 Fax: (813) 740-9715 AUG 0 8 20 GIT`I QFpjN�R PLAN EXAM ALL WOKK SHALL COMPLY YGOC�E REVAILiNG CODES FLORIDAA BU1LD NATIONAL ELECTRIC OD ILLS AND THE CITY . ORDINANCES 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 -ilk CW& t AM Wl![ON (80E0) -.t. *M•t �yw �A� Mw*p NW WMY MY wa/Ou -OCCUPANCY - RMENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB -MDFI. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=100 MPH VNA=124 MPH -EXPOSURE -C -1-STORY RESIDENCE - .2-STORY RMENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV ABOVE LAV. LAVATORY AD AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABMEI' AM ALTERNATE MFR. MANUFACTURER AMP, AMPERAGE MIN. MINIMUM BD. BOARD M T METALTHRESHOID CL CENTER LRJE MTD. MOUNTED CAB CABINET MTL METAL CLA. CEILING N.TS. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTYLINE BUTTON Gam` CERAMCTHE PH. PHONE D. DRYER PLY PLATE DBL DOUBLE PLYWD. PLYWOOD D.O. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DI POSALN RAD RISER S DP. DEEP RAG. RETURN AIRGRIIL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL RO. ROUGH OPENINGPROFESSIONAL D W DISHWASHERS.0 SOLJDCOREEXTDR ELEV. ELEVATION S.H. SMOKE HUNG EA. EACH SD. SI GLEDETECTORPG EQ EQUAL sHT. SHEEP EXH. EXHAUST SHING SHEATH EXT. EXTERIOR SFTWR. WR. SHOWER F.Ck FIXED UFLGASss Sim SIMILAR F.G. FUEL OAS SL. SIMILAR FIN FINISH SL OL. STNDARD SS FLU FLOOR STD. STANDARD FLUOR. FLUORESCENT sws SECTION u. FTO R FOOTING TEMP. TEMFEERREDGLASS GA GAUGE GARBAGEDISOSA TKc TOPOFG)RB O.FI. GROUND -FAULT CIRCUIT TOP TOP OF PLATE INTERRUPTER T.O.S. TOP OF AB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O UNLESS NOTED H.B. HOSEOTHERWISE ER W. WASHER H.C. HOLLOWLLOW CORE V.P. VAPOR PROOF HDR. HEAD HOT OR HT HEIGHT W/ WITH INSUL INSULATION WD. WOOD MT. INTERIOR Wnw. WINDOW wM weouGHTIRER DATE DESCRIPTION 0100" GD'SI!GUED ARCHITECTURAL SHEET DESCRIPTION '�� }'� UPDATE PG CI —COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl -PLUMBING PLAN PG M1-MECHANICAL PLAN Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL 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 OV" 'S P GDE•ISSIED 04/IS/b FOOTN6 %MSIGJ PER I4 BOLA 02MAS PLAN MAINTENANCE D3Q8/19 REYI6ED LINTEL 81ZE AT FRONT ENTRY DOOR O6QUl9 Al2Dt� LED LKitfB KITCHEN 1 EA1NRGpi3 FER hl/ltl. LOILE3 ADDED STONE OPTION ELEVATIONS V + V ADDED OK W-O' CEILNG NE&IT REPLACE UW CGMEGTORS UMTN SIMPSGN GCNNECTOW -STATE OF FLORIDA 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 •Ewl. /��T /�.-Q LL 11 NIYM S KoEffonl. OPT S'-C' MA N6T. ELEVATION V- REVISED NEIW Of ARGNIIMYpG MOMCWDATE LIVNG Ii12 15a FT. GARAGE 432 Sa FT• ENTRY 9e So. FT. LANAI ,A TOTAL 22s3 se PT. ADDED SOFFIT DETAILa ADDED 20' F001ER OPTION STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG SN1-DETAILS PG SDl-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 DESCRMD IN THIS DRAWING SET) ARE UNCLEAR AND IN EED OF FURTHER DETAMING OR EXP ORDER TO BUILD IS PROJECT RAM ONNTTHISON IN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THIN ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'III IN WRITTEN/DRAWN FORMS IN A TBMELY MANNER. AB DESIGN GROUP TAUS NO RESPONSIBIRM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 wwWAbde91gVouPwnT AA #: 0003325 t o� F svnDiv. at LOT, ABBOTT PARK LOT #2 BLK #12 PHASE 4C PROJECT* 04181. 4 - 21 1 MOD= 4EAB "1672-ARI9" CARAGS E{VaNG: LEFT PADS: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE NTH 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 SHALLBE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020CHAPTER 3, SECTION R301.212. 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/B INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: 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 MMt) SHEET STEEL 1- MIN. RIGID ON4dETA W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302A THE GARAGE SHALLBE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %%NCH GYPSUM BOARD OR EQUIVALENT. 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 %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 B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 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 FO LLOWING 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' TIER 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: 1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 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 S. WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MNIMUM AREA SHALL BE 8 FT . SQ. PLINIBYUi 1. SANrrARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH Y; 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. 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, W 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, 12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1 D63-19a & ASTWC1787. 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-CIO63 -198 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. EXTERIORCELA M 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTEROR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1WTYPE 'W DRYWALL SCREWS ATI7O.C.(PER MANUFACTURERS SPECIFICATIONS) . CONSTRUMM OBSERVATKIN CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS 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 BUILDERS / CONTRACTORS 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. EXTERMSOFFRs 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.eom AA #: 0003325 2 � 14� S j�fy 4t Q�p yj o � g all m I ti sumly ee LOT: ABBOTT PARK LOT #2 BLK #12 PHASE #4C pnomCCTp 4181. 4C- 212 HODML: 4EAB "1672-ARIA" OAR.AOa SVMCd: LEFT PAGIC: GENERAL NOTES 160 MPH EXP. C SHINGLE ROOP---\ 6' RAISED BAND - 4' RAISED BAND OPT. COACH� Lw4-r LAP BIDING AS SPECIFIED (TYPJ 4' PREIZE BAND (TYPJ 6' TRIM BOARD (TYPJ III III ` Owl FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH W-O' BRa. 0'-0' FIN. 8'-0' BRIG. HGT.o_ II 6 0'-O' FIN. FLR. OFF RI� T OFF RIDGE T LEFT ELEVATION SCALE. V4 . '-0 TEXTURED RNISW OFF RIDGE VENT OFF RIDGE VENT / OFF RIDGE T b OFAi u36 SO, F. NETTRFFVENTIIATIONAREAREQUIRM . v m REQumvununONARFA . us"im 7.9 NnLA-nONAREAKSO.INCHFSPERrr.(MI • lffmsO.IN. MN. REQURm VENIIIARON . 5K MR IN UPPER PORTION OF ATTIC SX4 SQ IN. OFF RIMVENTRATONARFA = 1155QIN.PERVENT S /115 4mET6 :OFVEN75�E0 AIIOFVE"PROVRI® . 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OaR40 VOLT, I PHASE SCCONDARc OLEGTRCAL SERVICE. PROVIDE 3 9 COPPER few N 147" DIA SCIEDULE SS PVC CONDUIT OR P"ONAVE 3 ENO AL.U'INAI fAL) N 2" DIA 6CIEDILE SO PVC CONDUIT ULEE6 SERVICE M PRDVOW Wr TIE ELECTRIC fGIm NTANY, COONAM VM TIE ELECTRIC 0"ANY PRIOR TO STD. 1'-3. V-3' I I LED LIGHTING @ SINGLE LAV. B TN 02 MWVM 34.0 = TWN • PS CU N 2' CONDUT OR 3 "AL. TIAW • P6 CI N 2• CONDUT ON 210 AL OR MCNIPUR TO TER'INATE ADOYE WPPrt • OVl1woW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-7746078 FAX:407-774-4078 www.abdmWngroup.com AA #: 0003325 J WIN 01 01 q O � i BZ"WIV & LOT: ABBOTT PARK LOT #2 BILK #12 PHASE #4C PROJMCTIP 04181.04C-02121 MOD=4 4EAB "1672-ARIA" GARAOX awuM: LEFT PAGZ: ELECTRICAL PLAN 160 MPH EXP. C COMDNATION SERVICE DWCO*4= SUTCN AND bO AMN• 17O/A40 vOLT /! ffrm M ELING ECTMETER N I ' SE NEMA = ENCLIURE O ® TE moo gawA i EMRMON saipm IT GVLE rFI.HNN01{"� NIRJCE B�11aY1C�� E4pPrtleiT 1 NTlRS SODNG AT tEIE'IwL Ar LCW VOLtIG[ CMIECTIOH6 I V CU EERv n GROUND 00"cIrw TO ' 10/26/21 DTAk SCALE.: 1/4"=1'—( CONCIMM INCASED P001ER STEEL PR 11 8 . ELECTRICAL P'ROVO]" OF THE R&CR'MN 5/S" DIA X S PT LCJG COPPER CLAD GIGROUNDTaOD E1 r II I II I II j I I I I I I I j I El m m r I I O �I -- I I I ii u I 1 ----1 - - I II 9 • jll I N f--- I I m � • II ul II I I IG_J III II ii I I II II II II ----- - --- on N _ Q . I L 0+ N 0 M PLUMBING PLAN BGALE. 1/4 . 1'-®' V V.T.Ro. I In� 2�� I 8111T•Ac / AUTO VENT 1 2' V.TJt I I rl in, f 2' 1 1n. y I 2' I Tu61 I 1 In' 1 1n'--' 1 1/2, LAV I I 21 2' - - Y-1 �. I u1c. I r I In' I 2. 3' I LAV. W46FIER 3' I AV I 3• I SHIM C.O. t TO PLUMBING RISER DIAGRAM DEC .1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdostgngroup.com AA 8: 0003325 all 0 R stnODIV. & LWO ABBOTT PARK LOT #2 BLK #12 PHASE 4C PRO TO 04181.04C-021 1 MODZU 4EAB "1672-ARIA" OAVAOZ BWEWG* LEFT PALM PLUMBING PLAN 160 MPH EXP C HVAC NOTES I. ALL MECHANICAL EQUIPMENT S14ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQu1REMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED AREAS ,4NALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FA5 4 MASTIC, AND INSTALLED AS PER FCC 'ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. S. ALL FLEX DUCTS SHALL BE APPROVED UL 131 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FCC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FISC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATI-IROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR 15ATHNO FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FDC 1714 EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE -LIP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SMALL NAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECal-014DATIONS AND POO 17H EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCNG DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF M0 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP BRAN LINE AND TERMINATE INAN APROVED DRAIN, AS PER VMECHANICAL POOR 1TH EDITION (2020) SLOG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -_—PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED BLADE 8240-K J06AM 86000 INSIDE SERIES NICKEL ERA66 TOP CAULK P.VJC OPTIAWEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR i WAY DIFFUSER — SOLID LINE. SUPPLY TRI NK — BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THERMOSTAT 19 PA86-TFMiU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAF'CONS UNIT SIMPSON LLB ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) #&XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAN COMO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSINK CO. PLUG FIN. GRADE OR PAVING SPEC. 1'-S'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vFLOOR SLAB CLEAN -OUT (T NEXT. GROUND CLEAN -OUT �TYPN 1 HVAC PLAN SCALE, 1/4 . I'-0' DEC 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeaigngroup.c AA M: 0003325 C 4 Q O ABBOITT PARK LOT #2 BLK #12 PHASE #4C PROJECT# 0418 .04C-0 121 MODZU 4EAB "1672- ARIA" CARAGS awnJO: LEFT PACE: MECHANICAL PLAN %160 MPH E . C 1 DptrNT A10/26/21 OCALE: 1/4"=1'-0" e11EE'P M1 2X4 TOP PLATE 35ro'OR8 �. In' DRYWALL 3ro' TOP CHANNEL f2S GA/ C4ReR BEAD PRE-FAB TRU88 yr %4cK t COAT 1/2' C-aL BOARD Pd[tLAHD camw 4!Tw nR FM F'W1R AFTLIED M OWAMME T In' DRYWALL DNOWLY TO 3 Dro' OR 3ro' METAL 9'nDb NOTE; STUDS IN 24'Or— 20 GA METAL TO BE nAnorwT � MM A7TAOIBD TO �LL PARTITIONS °..+UPPORTMG INSTALLED IN WALLS v2' DRYWALL WALL HUNG PLUMING RECEIVING UPPER/ LOu�Q 3 Sro' OR 5 •ra am RA�AL EEO. CAB&•ETS AND TUD/BFIOUER 2S. BOTTOM4,pt7R ROD 1441 N. RONALD REAfiAN BLVD. FIXTURES AND WALL GA METAL TO BE INSTALLED CHANNEL (25 MAU=ATRIF LONGWOOD, FL 32750 CABINETS SHALL BE NOT to BE ALL OTWE w WALLS. c nr UDS2ND GA.) SEED ,��.,a ,,n,,,,.L.,c MOLDM ALL PH: 407-774-6078 LESS THAN 2x4, WHERE TO conic AROIw (BY FLOOR WALLS ADJACENT To d., aALv. STEEL Doae nau� FAX: ao7-na-ao7s SPACED NOT MORE I►rAIR wELLa AND BArHRoa I FLooR uv 3/4 w• e.. B W. SECURE MT. 2X4 WOOD PAP 4 TO» W AA M: 0003325 PLATE TO BL46 STUDS rJ4' THAN 16' O.C. OR, NOT WALLS W/ TILE FINISH WOOD FLOOR QALv waD wE eaao rAre FM gn8roup.com V Imd MASONRY oc• LESS THAN 2x6, WHEN uv v4 uKJOD FROD00T VMI AL T o1;��vBsw Dane NAIL • 32' O.C. SPACED NOT MORE WOOD BASEBOARD SCREW +� R� BY MAP. tRAeu Br oneRs F"now TO ...'. ROOM MAX THAN 2d' OG. �°a1° . SLAB ARPRT•AL Ao. _CoNC FIN. FLR FINISH FLOOR 1-STORY TYP. INT. WALL 2 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS (I)TYP. INT. WALL NON-BRG. 1A METAL STUDS NON-BRG.w r., D1 SCALE: 11/2•.1'-0' D 1 SCALE. 3/4'.1'-dV D 1 SCALE, 3/4'.1'-m' FIBER3LA88 814INGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) l2d NAILS AS PER FSCR 905.1.E FIBEIdsLASS SHINGLES AS PER PBCR 90b.1.1. • EA END ROOF SHEATHING WITH UNDERLAYMENT SHEATHING 2x BLOCKING BETWEEN TRUSSES THICIQNE88 AS PER SHEET 8NI 666 cIm gg ti FISEIInLABS SHINGLES AS PER F5CR °J05.1.1. THIGQ4E88 AS PER PER STRUCTURAL DETAILS WITH LINDERLAYMENT ROOF SHEATHING SHEET 8NI. SECURED PER SECURED PER AS PER FBCR 805.LI. THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE ROOF 64 EATWM SWEET SNI. 941 THICKNESS A8 PER SEED PER STIFFBACK AT ALL UPRKsHTB SHEET SNI. 6ECURED /8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR . SCHEDULE STRENGTH CLCs 2x FASCIA PER MAx �PRE-EWA R• TRUSS Sax. 2x FASCIA PER ELEVATIONS N BOARD REFERENCE ELEVATIONS o. w STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT f SEE ENERGY CODE FORMS F� ` WALL 81-EATHING CONT. 2x RAT RUN SECURED PER /J Q IS P- ' TIQU86 INSULATION R-VALUES - ' M THICJWESB A8 PER STRUCTURAL DETAIL8 / WALL SHEATHIING i REREPENCE STRUCTURAL 81 EET SNL SECURE PER J THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-Y�E FORMS FOR 11-0' PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER 2x FASCIA PER TYR 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS CA. :.�r ELEVATIONS 5M' GYPSUM BOAR OR 1/2' ON SHEET SNL I R-4.I INSULATION PRE-ENG. GABLE TRU88 HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED f S CATIONS TUREB STRUCTURAL DETA LS 2x PT SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS, PER STRUCTURAL MANUFACTURES 8PECIFICATIONB Ix2 P.T. FURRING RENCE STRUCTURAL STRIPS • 24' OC. 1/2' THICK. 2 COAT PORTLAND Ix2 P.T. FURRING 8' GMU CEMENT PLASTER APPLIED STRIPER 24' O.C. Id' THICK, 2 COAT PORRAND DIRECTLY TO MASONRY I/2' THICK, 2 COAT I�DYP..�BD. CEMENT PLASTER APPLIED I/R' GYP. WL. BD. LAND 8, Cr11 DIRECTLY TO MASONRY WOOD gA�APORBTER APP ED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ — — 0'-0' FIN. FLR 0'-0' FIN. FLR — 0'-0' FIN. FLR ;. . a . ! ecru a . e ., v. •' ROOF SHEATHING THICKNESS IS a ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-19, IN a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ' ACCORDANCE WITH FBCR 2020 ..a' 4' ITMI EDITION, SECTION R301.13 a.a 4 NTH EDITION, SECTION R301.13 AND 16095.1. AND 160B.5.1. A W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING n TYP. WALL SECTION B ke , NO OPENING NOTE: NO OPENING NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE avnDnr. a LOT•. ABBOTT PARK LOT #2 BLK #12 PHASE 4C Pno"wT# 04181.04C- 21 1 MODRU 4EAB %672-ARIA" OAN.&OR aMNO: LEFT PAGE: DETAILS 160 MPH EXP. C 5 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 6 1- STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4%F-m' UNDERLAYMENT IN ACCORDANCE SCALE. 3/4'0-0' UNDERLAYMENT IN ACCORDANCE WITH F5CR .1.1 OF THE FBCR D1 WITH FBCR B05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486E TYPE III TYPE 11 OR ASTM D48613 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 1p D 93723 DA MT 10/28/21 9CALE: 1/4"=1'-0" arsaaT D1 i 2X6 P.T. A CENTER OF DOOR HEADER SECURED IW (1) N' X 6' J-BOLT W 4' MN EMBEDMENT UV 21X 2'XVal WASHER 4NT OR W (2) VJ' X V ANCHOR BOLT8 V6' WASHER 4 NUT ® SECURE 2x TO ELK av IN I/4' 6 1 IA!' EMmaoBED,, N S O.G. END D DUST, I VY EDdiE DIET. ® 61DE96 2X6 &ARAM DOOR BUCK SECURED W (6) 1/2' X V J-BOLT OR ANCHOR SOLTO. WV 4' MN. EMBEDMENT, W 2' X 2• X VV WAGNER 4 N)T. (U WITHIN 6' OF TOP. (U WITHIN V OF THE ETA, ® (3) EVENLY 6PAG"-0. 18 E NOTES. ALL ANCMORB SMALL BE N ACCORDANCE TO F4N3'ACTUER6 INSTALLATION INSTRUCT[" W-EIE AUCW M3TlMC AIM M101110! A?WINCZN( GARAGE DOOR T BUCK ATTACHMENT Ac4u, We-r V cm V2' DRYWA i'X4' P.T. DOOR DOOR N4 P.T. OR 9/4'X4' MN MCIM THRU PRATE A EXTEND 1-1/4' INTO NAILER BLOCK W SAS' TAPCON6 CASM MN GNAW SIZE .10 MN MEAD 812E 300 MN EMBEDMENT 1-V4' WITHIN V CP EACH END JAMB OR WINDOW 4 1s, OL. MAX SPACING ATTACH TO 2X PER MANFAGTUREs DETAILS. NOTE, SWIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" w TID•IDOR TO BLACK +3/4" OR +5/4" 2X4: m SECURE TO BLOCK W SAS'TAPCONS MN SHANK SIZE .140 MN WEAR 612E JSW MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 B' Cr- MAX SPAWNfi 2X6, SECURE TO BLOCK W10)3AW TAPOONS MN SWANK 612E JAB MN HEAD SIZE JIM MN E'BEDMEINi I VA') 6, Cm WITHIN 6. OF EACH END 4 W OC. MAX SPAONG. V2' DRYWALL 2X6. ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER W/O) 3A6' TAPLON6 MN 6HANK S12D J46 DOOR CASING MN HEAD SIZE 300 MN V."NDPMW 1 VA') WITHIN V OF EACH END 4 U' OZ. MAX &"ACC' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" r1RIND011 TO BIACK +1 1/2" a 2X4, m SECURE TO BLOCK W 3AW TAPCCNS (MIN. 6HWNK SIZE J45 MIN HEAD SIZE 3" MN. Eh211410MENT 1 V49 WITHIN 8' OF EACH END A U' Or- MAX 8PACIN& 2X6. SECWE TO BLOCK IW(2) 3AV TAPCON6 (MIN. SWAIN SIZE .145 MN. HEAD 612E 300 MN EMBEDMENT 1 V41) WITHIN V OF EACW END 6' cm 4 Is, O.C. MAX SPACNCa 2Xb VV DRYWALL MCISW TO BLOCK I'X4' WV(2) 3A6' TAPC," P.T. NAILER MN SHANK SIZE J48 VI6. ObAL X 4' MN MN WOAD SIZE 3" MN EMBEDFENT 1 LAW DOOR CASING WITHIN ENS' CF EACH D A IB' O.D. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/16" �g w TO BLACK +1 15/16" 2X4, m SECURE TO BLOCK W 3/16' TAPCON6 MN SHANK &In .145 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 W Or- MAX SPACING. NOTE. STRUCTURAL 2X MUST WE 2X6, 110 ON OUTSIDE 4 SEWED SECURE TO BLOCK 7WROUWM NON-67I11LICTURAL WK2) 3A6' TAPCONB DAS' TAPCON MN 1-W' (MN 614AW SIM Ab EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMTE4T 1 V49 WITHIN W OF EACH END S' C'1J 4 W OZ. MAX 6PAC6Y1. W' DRYWALL 2XIICOO ❑ BCCUN! TO BLOCK WK2) SAW TAPLONS PT. NAILER MN SHANK 6RE J46 DOOR GABN6 MN HEAD SIME 300 MN E-111V IE4T 1 1149 WITHIN V OF RAC44 END 4 W O.C. MAX 'PALMS. DOOR JAMB OR WINDOW ATTACH TO ZX PER MAN PACTURCS DETAILS. NOTE. SWIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED IAH') DOOR JAMB TO BLACK +2 1/4" /.:111IIdD011 TO LOCK +2 1/4" u 2X4. m 2X4, m 6ECUE TO BLOCK 8EC13E TO BLOM W WV3/16' TARO" MN 1/4' TAPGCNS MN SHANK 6UZE .WS MN. SHANK 612E JAB MN WEAWn 300 SIZE JIM .EEMBEDMENT MD EMBEDNlw 1 1/4') MIN. 1 1/4') WITHIN V OF EACH WITHIN V OP EACH END A is, OJC. MAX END A B' OG. MAX SPACING, SPACW. 2X6. ® 2X6. CEO SECURE TO BLOCK SEGUE TO BLOCK WK2)3A6'TAPCON6 1002)VW TAPCON6 MIN. MN SWANK SIZE J45 SWANK SIZE .WS MN MN WEAR SIZE 3" HEAD SIZE 3O0 MN MN EMBEDMENT 1 V4') EMBEDMENT 1 1,14') WITHIN V OP EACH END 6' cm 01714N V OF EACH END A IS' OL. MAX SPACNdc 112. OIlYWALL 4 W O.O. MAX SPACINCL 2X6, ® ax& am SEGUE TO BLOCK I'X4' 6EWW TO BLOCK WK2) W16' TAPCONS P.T. NAILER WINV IAt' TAPCON6 MN 814AIK SIZE J45 DOOR CASING MN 614AK SIZE J45 MIK MEAD 61211300 MN HEAD SIM J00 MN EMBEDMENT 1 VW) MN EMBEDMENT 1 V4•) WITHIN V OF EACH END WITHIN V OF EACH END A B' OL. MAX A B' or-. MAX 6PACNG. DOOR JAMB OR WINDOW 6PACING. ATTACH TO 2X PER MMIPACTIR06 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED M49 DOOR JAMB TO BLACK +3" 2X4. m MCIJIE TO BLOCK W 3A6'TAPCCNS MN SHIRK SIZE J4S MN HEAD 612E J00 MN EIECOMCNT 1 V41) WITHIN V OP EACH END 4 18. OP_ MAX SPAGIN6. NOTE, STRUCTURAL 2X MAST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TNSCUSW WON.WNUGTlRAL W(2) 3A6' TAPCONS NIS' TAPC'ON MN 1-114' MN SHAW 612E .WS EMBEDMvw NTO BLOCK MN MEAD 612E 3" MN EMBEDMENT 1 1149 6. cmWITHINV OF EACH END 4 IS' O.C. MAX SPACING. VV DRYWALL 2X& ® 1%4' SECURE TO BLOCK P.T. NAILER UV(2) W*' TAPCON6 DOOR CASING MN SHANK 617E .HIS MN MEAD SIZE SVC MN EMBEDMENT I V4') WITHIN V OF EACW END A W O.C. MAX 6PACNd- NOTE, SWIM AS NEEDED TO FLUTE JAMB (DO NOT EXCEED 1/4') 7ND ?K 6lC1RE TO STRUCTURAL MEMBER UIK7X2d WITHIN 6' OF EACH END 1 6' TO V OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES PETAIL& DOOR JAMB TO BLACK +3" /1e1t1t1)nT!__Tn cK +a" NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) LIV OKYWAL L 1'X4' P.T. NAILER 1A6. ODD. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3 7/38" 1111�D0� L/ TO HIACK +9 7/18" 2X4, m SECURE TO BLOCK W 1,14' TAPCON6 MN SWANK OUR JO MN. HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN 6. OF EACH CND A IS, orMAX SPALNB NOTE, STRUCTURAL 2X MUST BE 2X6 Nato ON OUTSDE 4 SECURED SECURE TO BLOCK TWK)" NON-STRUCTURAL WK2)1/4' TAPCONS MN 3AW TAPCON MN 1-1/4' BMMANK b1211 .WS MN EM IMOMIINT INTO BLOCK MEAD SIZE 300 MN EMBEDMlNi 1 V4') WITHIN 6' OF EACH END 6' cm A IS'Or- MAX SPACING. V2' DRYWALL 2X61SEC CEOX' SECURE 70 BLOCK PP.T4. NAILER W(2) IAA' TAPGONS P X 4' MN (MIN SWANK SIZE JAB P.T. MN HEAD SIZEJ00 MN EMBEDMENT 1 1/49 DOOR CASINO WITHIN V OF BAC 4 END 4 18' OG. MAX 6PACN3: DOOR JAMB OR WINDOW ATTACH TO 2X PER DCTAWb. NOTE, SWIM AS NEEDED TO PLUMBhUYAPACTI3ES JAMB (00 NOT EXCEED IAA') DOOR JAMB TO BLACK +3 3/4" n Aa A TO BLACK +3 3/4" Il N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-7744078 www.abdasigngroup.eom AA #: 0003325 V a 666 O 4 F $ulwiv. dC LNOT: ABBOTT PARK LOT #2 BLK #12 PHASE 4C PllojwcTp 041 4C-0 121 moDzu 4EAB "1672-ARIA" GARAOa LsVfMG: LEFT PAGIC: DETAILS 160 MPH EXP. C LLlCAIX: 1/4"=1'-0" LRl'[>Cw D2 DE PRODUCT APPROVAL LISTING PRODUCT APPROVAL LISTING SHINGLE (STANDARD) SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR +L3Ums� 12/31/2021 10456.3 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 1LB/.rof3 12/8/2023 138)2.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR ay3Vmxv 12/31/2021 13872.4 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 12J31/2021 «ANce� 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR �lnynss 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR �xroNm• 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR �t/e+/uu 12/31j2021 10456.2 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR �LeIM++ 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR ]iM1/iai9 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/33/2021 �:/A� ulwtt 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR �L[/mu 12/8/2023 30446.5 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 12J31/2021 1�/34im� 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 �WW� 114%.3 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 12/31/2021 W�U�� 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 �x14� 114%.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 �vw�� 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR =arzimxe 10/22/2023 13gpq-6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBQt 12/31/2021 30531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR li/23/2023 10531.16 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 12/23/2023 unumss 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR .vxy�a 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR .v3uxcea 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 ixnumxa 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR .v3v�. 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3J2/2030 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 31/38/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 emrma m 15332.9 MI WINDOWS St DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 35353.3 MI WINDOWS &DOORS WINDOWS HOR120NTAL MULLIONS 2020 FBCR r+rov+�+ 12/31/2024 15353A MI WINDOWS St DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR �u>umu 12/31/2021 5678-RS CLOPAY BLOG.PRODUCTCO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 .u>u+wc 15279.2 CLAPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR .n.rmn 5/21/2028 15279.2 CLDPAY SLOG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR .n.rma S/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955A THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 vuuim. 23956.2 THERMA-TRU EXT. DOORS 6'-8"SWINGING EXT. DOOR w/SIDELITE mxws�owre 2020 FBCR �v�u�+ 12/31/2021 23956.5 THERMA-TRU OCT. DOORS 8'-0"SWINGING EXT. DOOR w/SIDELITE oox.nioe� 2020 FBCR 12/31/2021 �vw�, 23956.4 THERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR vinuw+ 12/31/2021 20461.9 THERMA-TRU EXT. DOORS rw nreeixacn SWINGING Single IRe OCT.EXT. DOOR 2020 FBCR 12/31/2021 .vawm. 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 30/4/2025 w/4ma 10477.1 LAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 �4� 13192.2 DAMES HARDIE BOARD PLANK 2020 FBCR �U34��3 12/31/2023 13223.2 DAMES HARDIE BOARD PANEL 2020 FBCR W�4M,• 12/31/2023 19901.1 DAMES HARDIE BOARD REVEAL 2020 FBCR v/aUsoxi 12/31/2023 13265.1 DAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 W31/tOSi 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR +U34p�s 12/31/2024 156.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 .nu�� FL 15272.1 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR �vsumu 12/31/2023 THIS IS A COMPILATON OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM � W W W.FIORIDABUILDING.ORG CONTROL DATE:OB/16/2021 1441 N. RONALD REAGAN BLVD. IONOW00D, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.eom L AA #: 0003325 A ro ki y C 2 a is a o O mill. avHDiv at IAT: ABBOTT PARK LOT #2 BLK #12 PHASE 4C PROJECTa1 04181.04C-02 21 MODEM, 4EAB "1672-ARIA" GwiewGa aWDTG: LEFT PAGE: PRODUCT APPROVAL LISTING 11%.160 MPH PREFORMED CONTROL .IonNr6 TO FLANGE OF CONTROL JO BE WRED TIED TO LAW . 8' Or- MAX (VER(.L NQgL DO NOT PA87W CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES w SSECI EEC MYRROL JOMEM TO fir. DURN6 INSTALLATION -\ FASTENERS t0 BE sP C.MAX VCRTICALLY j THICIL ! COAT CEMENT PLASTER UM LAYER h, rORNPMER BWL.DNG PAPER APPROYM PETAL LATH PA619MM .7' (VERTJ OJ:. MAX AT GLIPPORIS CURB LATER 9, 871,1000 VPAP n 'Z47ScS.`^ LATH SMALL BE O.ONTNJOU6 TwFICLaw JOINTS BurFMp- BE ST", TED AT EACH SIDE. PRONDE 2X4 BLOCKING PER ASTM CIG6! \ PLACED FLAT MAX 6' TO W NOTE,PRCM \ C061WL JOM WEN CONTROL, JOINT FALLS ON / 6TR)GIIRAL STUD FASTENERS FOR LATFI TO BE NAIL& OR- ` i STAPLED N C4711PLIANCE IW ASTM CA86! 7. WRLs TWO TO BE /W. M) OO41b' CURE / !. BLOCKING 6H0IlN MAY BE N ADDRION N TO WALL SM26 PW.CUO ED PER PLAN OLIMES NaW10 •Pr.A OI".A IWN1� s n.A T. CIGAN - tR. • L aaAw . PT.O OLII=N".O SPCA L CRRAM a R. 6 FOLD s ® L role INU40 . R. A L craARE a FT. 6 A. cpw*m . Pr.O 4 TOLD Mr. O OAR PT. • TLL Pr.O Tallcia morya, ILam a w 0 OOrTa'7 "Ai°' IwnR,wn MEAL t. m I>�. cut. Y) bb2m—swtwALL kk RA•616 AT •ORQI W MOM s UY.L bH§WAN TIar APPROVED SUILDNO WRAP SMALL aE LAPPED A MNN "OF 6' • VERTICAL LAPS (ROLL ENDS) A 6' . HORIZONTAL LAPS. ALL aEAN18 NEED t0 BE TAPE / Xr nu LAP • reX.TAPD WTH POWMM SNEATHNG IX LATH VERTICAL LAP TO BE I' -n . PETAL LATH IT I UM LAYER % 6ncw MAP •' MM P ER Ar L • / I URB LAYER •2, FORTPIBER �BUILDNG PAPER 2 BCALE.111R•.1•.0• Q KICKOUT DETAIL MOTEL 608 LAPS OP METAL PLASTER BASES SHALL BE SECURED TO FRAMING PEMlER& THEY 6HALL 9118 TIED BETWEEN SUPPORTS WTH OAMID-IN (121-MM) WPM AT INTERVAL&NOT MOIRE THAN 8' (228-MMA AS PER ASTM Cl"& FOR REPAIR CF TEAR& N UM LAYERS, TEARS MAY BE PATCHED IUA40" URAP TAPE PER I,~ 8PECM OR IR4L . 6TkOC W90D "All BUILDI PAPER k THICK ! COAT CEMENT PLASTER METAL LATH URB LAYER V. PORTPIBER BUILOM PAPER URB LAYER II. STUCCO WRAP UOOD SHEATHING WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED VXV 'L' TYPE CONTINUOUS -2 GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4W' SELP-ADIlRNS MEMBRANE PLABNNG (COMPATIBLE IW HOUSE WRAP MATERIAL) OVER APPROVED NOUN WRAP. 1. OR LESS PIPE PENETRATION T STEP 61 INSTALL FASTENERS I PE .T.S. SELF-ADHERN6 PEYORANE FL.ASNSIS OVER APPROVED HOLM WAP. lLASNRCi t0 F]fIB17 ONTO PIPE ` CUT AND OVERLAP CNN SIDE CR 6E STEP "2 �L�MEME RN$ NINE, LAYER, M, STUCCO WRAP UNION LAYER 7. FORTIFIER BUUAINIS PAPER METAL LATH FLA8141145 OVER APPROVED WXW SELF-ADNERNO MISIMPANIE PLA81,11146 OVER APPROVED • CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEURAP AIR PINION (an TYP SECTION r Exterior use of partlano oe r eMplaeter shallcomply with theappk lion requiremem o(ASTM C 92G78b. Installation of exterior iUnre and Immag shall comply with ASTM C 108319a, or ASTM 1787, ZlMr AM"i1034i11F-AMUN LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LRB LAYER #2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO LJOOD OR 1/16" ZIP WALL SHEATHIN(S SELF-ADHESIVE FLASHING — — — — — — � NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM G-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWWoup,eom AA #: 0003325 D O m i. ads avilniv ac TAT: ABBOTT PARK LOT #2 BLK #12 PHASE #4C PROJWT# 04181.04C-02121 MODZU 4EAB "1672-ARIA" ciAw.Aoa swum: LEFT PAGE: WALL ASSEMBLY DETAILS 11%.160 MPH E . C DATE:10/z8/21 sCAUM 1/4"=1•-0" 8*lM= WA1 INSTALL V SELF -ADHERING 1'EMIBRArE FLASHING OVER TOP, SIDES) AND BOTTOM R-ANCsES OF NON -MOVABLE FRAME OF THE EXHAUST. SE92LIENCE OF FLASHING TO BE, L BOTTOM, 2. SIDES, 3. TOP VENT CAP 16 TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. .X" E-Z BEAD ALL AROUND ..�" VENT -APPLY SEALANT ALL 1 JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF 6ArR ROD NON -MOVABLE FRAME AND STUCCO OCAULKING • JOINT I ADDS,Y1 ALL A I PER SECTION R703.7 I I Exteror RltdnO BrM plesteding B.4GI�R ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 928.18b. dX. 1 I k Installation of exterior lathing and framing shalt comply with ASTM C 1063.19a, :X. or ASTM 1787. UIRB LAYER-], STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 9, FOWF413ER EUILDNG PAPER WOOD SHEATHING ® DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-14a, MIN. 2B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH &' SELF ADHESIVE OVER TOP t SIDES SELF D SHEATHING FLASHING LAYER "1, WIT CO WRAP LAYER V. FoteT1FIBER PREMANUF. DRYER DNG PAPER VENT GAP (SET IN AL LATH CONT. SEALANT) WOODTSXtURlD WOODTEN ��YIIE TO WOOD 6TRUCTURAL •SEALANt bER • 1'OC. MAX TOP t 81DE8°ao B DRYER VENT (BLOCK) -=$ S• WIDE STRIP SELF ADI-IROW FLASHING, CLEMI ou. MASONRY 6lFOIR APPLYING BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL l V SELF ADI-E6IVE— FLA6HIN3 (INSTALL PER MANUF. SPEC6.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION 6CALE: 9TA ELEC. METEF VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT WASACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 7RSIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES "O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION V PINION • MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCKI 6' WRB LAYER *1, CUT OPENING IN STUCCO WRAP APPROVED HOUSEUIRAP FOR BOX INSTALLATION CJT 'A, INTO '> WR8 LAYER el, SELF -ADHERING STUOO tURAP MEMISRAtE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER '1 STEP 01 STEP 02 40UWWRAP ER I, BELOW STUCCO STUCCOO WRAP CUT SUCH THAT 9 APPLY Pa® MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 113 STEP 1*4 APPLY E-Z BEAD OVER 60 MN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ G.Y. PINISN (SEE TYPICAL U,IALL SECTION) METAL LATH STEP *S STEW No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdealgngroup.com AA M: 0003325 [Aa 4 c � O ti F PARK #2 #12 #4C PROJECT# 04181.04C-02121 MODIMU 4EAB "1672-ARIA" GARAGE BVnNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C K 0 R10/26/21 1/4"=1'-0 "AS LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' CORNER BEAD (FASTENER < SPACING * -1- O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwsbdes*oouP.mm AA 0: 0003325 �n > a d O 4 {Qi aunwv. as Loa: ABBOTT PARK LOT #2 BLK #12 PHASE 4C P1tOJSCT* 04181. 4C-02 2 MODEL: 4EAB "1672-ARIA" GARAGM XVnNG' LEFT PADS: WALL ASSEMBLY DETAILS 160 MPH 07 'M No D -M 10/28/21 aCA M 1/4"=1'-0" apgm= U1WA3 '. 6' AND 117' SHOWN IN A"G4LVlWl>tD CM�ESHOULD BE TAKEN N KEEPING THE VENT PROPERLY ALIGNED. VENT PIPE IS SEALED IF UTLQED. NALN PLACE USING 1.1/4' NAILS AT EACH CORNER. ROLFNOCEMENT SHOULD SE APPLED TO ALL SHNGLE EDGES NEAR THE /1rNM7RN CUT OUT THE GOOSENECK VENT OPENING N THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING.SRETHEOPENINGINACCORDANCEWRHTHE CCNSTRUCTON LANES. CHART 6HCW N THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENTOPENING IN ACCORDANCE WRH VENT FAN MANUFACTURES PIPING CONNECTON INSTRUCTIONS. OONOT CUT INTOTRUESES OR RAFTERS WHEN CUTTINGTHE OPEN ING IN THE ROOF. REMEMOVEE NTERFERNGSHNCYE NALS AROUND THE PERIMETER OF THE OPENNG SOTHATTHENAL PUANGE OFT EVENT I-AYS FLAT TO THE ROOF SHEATHING SLEIE THE TOP THE VENT UPAND UNDER GLESIDLLOVITESCF SHINGLES. ALLOW THE BOTTOM VENTFLANCESTOLAYON THE TOP OF THE 6HNGLES. H�n� ROOF HOOD VENT DETAIL EX1040 PLMNN6 MH 1' "W SILL PLEXI6X LE NJISNNS 00 HIM DEAL 00"C'1 FIN STEP 6 p'►ORARLY — xD-Ir (NaIIe JCK FLAP UNDl14 (OR LAP L ME I LAD MOLD N AT SLOP! 61LL RO. TO WAIMOR STEP 2 STEP 7 ASP HALTPIASTICCEMENT M(YDED AR-0 BASE OF PPE AND WEIR FLANGE IV W. no" OF GILL Ra 1'[GL4GCAI-LY PASM FARAD eDOE6 /GIP %A" MAPLW N6TALL DUPOM PLCMUPM AS FLMNNS At T4 PLUMBING VENT DETAILS WALE, = AD/ENN - DO" R.AIMLNO YM low CAP 1 01~ WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 36" WIDE VALLEYFLASHNG — OR HEAVER FELT UNDERLAYMENT II ASMALT ZJJ_ ROOFNG CEMENT 6'OF CENTERUNE MfU FA6TNERSN ErvD of sHNgE MEND END SH NGLE AT LEAST 120E1'OND VALLEY CENTERLNE "CLIPPED OFF CORNER AT Mi DECREES SHINGLES TRIMMEDpBAgC FROM VALLEY CENTERLNE ROOF VALLEY DETAIL eI Im APPLY 061 FW (O EOUAL) NALANT P PLUD APPLED PLA"N6(LAN-* UNIrE-SEAL RG-N ORE In &LOPE SILL TO E% L IT 16. CONTACTOIM RESF4"BILTY r0 VERIFY THE COMIPAT[LIT' OF ALL PR00LICT6 NCLUDNG NOIINSRAP. 6e4.NL» M NLF-ADNERNS PLA6HNO MATERIALS USM OURND CONMRICTION. ]. NNALL ALL MATIMAL6 PM HAMlAG1UlR6 WRITTEN SP C11" CATIONS � �tAL.4R6 MAY MAGI ADVERSP-LY IF NOT CLAN AND SEAL JAMD TO BILL JOINT& WITH DM M FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR WWEME SLOW SWAL.L 6E PIPLEHENTED AT ALL WNDOWS WITH EVIDENCE OF WATER INTR1810N OELOW THE WINDOW OPENING SEAL INTERIOR PERG" RTER OF UR40M WITH 6EALAAIT NaM L Ir 16 TIME GOWAGTOIM RIWVNNIMtY TO VERIFY TIE C"ATNULIT' OF ALL PRODUCTS NCLLb0,16 SEALANT* ( SELF -AM ERGO PLAMIN6 MATERL4L& USED DURN6 el"TRICTim f. P A6LIN6 AT EXTERIOR WNDOWD AND DOOR OPENW436 SNAIL DE N6tAI I N ACGOI WANCE WTH K~AG7UGER'6 1146TALLATION N6TMACTIGN6 AND APP MINT M TWOO U OP MC WWIA U N ACCOMANC 1 WN 171ESTRATION MOGFAC UIRMS INSTALLATION AND PLAOMM NSTI&LCTION6, WMK2L NALANTS MAY REACT ADVNMELY M NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SELL& N7& 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.Gbdesigngroup.wm AA 5: 0003325 c a s. '-summ aLoa: ABBOTT PARK LOT #2 BLK #12 PHASE #4C PROJMT# 0418 . 4C- 2121 MODELT 4EAB "1672-ARIA" GARAGE BVW*t LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH 1 A NO W7W ' D � 10/26/21 scALE: 1/4•=1'-0" skERMIT WA5 kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUS -SAND W/Ik'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1-1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdestgngroup.com AA 0:0003325 y Y O o !Qi aysDly ac roar ABBOTT PARK LOT #2 BLK #12 PHASE #4C PROJECT# 04181.04 -02121 MODEIs 4EAB "1672- ARIA" GARAGE 8WMCk LEFT PAGE. - WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C 0 sCAM 1/4"=1.-0" siIX= WA6 _ _ _ 3 ; — — — — — — — FM-12X18 — _ FM-12X12 1.1 `11� 1 1A 4" CONC. SLAB -21 m 4:3 112" F-24X24 2'-8" 6'-4' 3'-2" b 0 FM-12X18 \� 1 `�` �4"PVC CHASE I ` I OP 1" PVC CHASE 1 TY OF SLAB I 4 N �`�� FOR ELEC. II `%�` io ISLAND n 1 1 �` `0 I • v io I I 1A 1 I n I EXTEND SLAB 1 1/2 TE_i4-5 — -- -- IIII . 112" 5 �d 2'-411 4 O IT-8" 2'- 18'-(r ,I � I • I� I LL I' III. I 1A EXTEND SIM. SLAB 11/2" 1 -12XIR ISI 4"— CO—NC� • I • I�M .1I SLABa w ci a' .31/2" 1A 2 w. 5. 9 SIM. 1.1 t.t ----� I 1 1A FMC-12X18 71/Y FMC•12X18 I :1a I U 1. < 4 '1 FM-12X18 1 1A 1. FM-12X18_ J L --- "------z — FN12)(12 r'1 FOUNDATION PLAN SCALE: 1/4" = 1'-0" 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 +44", 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 12" 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 WINDOV#DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. EINOICATES #5 BAR, BNDICATES #8 BAR, WDICATES #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 = 3(', #6 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. 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 402802.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402,602-16, USING: Fm = 2,000 PSI, TYPE "M" ORS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR VWMA SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS BKB W1.4XW1,4 OVER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING HWE PROVIDE CORNER BARS SAME SIZE QUANBARS FOUNDATION.ScEDU EACH WAY. K WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 17, CONTINUOUS 18" - (2)#5's KTE-1: 17' CONTINUOUS 18" - (2)#5's VARIES 24" 24" 1T (2)#5's (2)#Ss - w 17, CONTINUOUS 12' (2)#5's 8" SEE PLAN 8" - (1)N5's _d.d N 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 a e C C y aum ae LOT: ABBOTTPARK LOT #2 BLK #12 PHASE #4C PROJSCT# 041 1.04C-0212 MODaIA 4EAB "1672-ARIA" OARAOS ar►AJO: LEFT PADS: FOUNDATION PLAN 160 MPH acAu 1/4"=1'-0" arISST s� 3m MIN. EACH WAY MONOLITHIC FOOTING tt . STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED rr T— — T CELL SEE PLAN FOR SIZE AND t SPACING REQUIREMENTS [[ CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS ..` J i a• GARAGE DOOR RECESS FM O " 8" CMU WALL > 8•• CMU WALL .. CORNER BARS, SAME SIZE AS LARGER BAR b . IN FOUNDATION WITH 3a' LEG EACH m y �y1lj�a •I WAY AT ALL CHANGES IN DIRECTIONS ,j I TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS a. �—• • ,,.._yam° MATCH AMOUNT OF CONTINUOUS BARS of CURB ° 3EE SLAB SCHEDULE BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (1STORY) ° #3 1S' .y V L6 SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB • I•I• I� a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY N NITS SET >:p, AT ELEV: W/ 1/2" ISOLATION 6" CHAMFER (2STORY) JOINT (WHERE ♦ • #4 24•' 4" CHAMFER (1STORY) W/1/2"ISOLATION I L� 6'CHAMFER (2-STORY) APPLICABLE) i SEE SCHEWLE #5 3a' JOINT (WHERE. •' i APPLICABLE) 4 SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR MD, M SIZE � FOR MD, BAR Sig DIF FERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N, AND BAR OUANRh' #6 38" AND BAR QUPMRV NUM BER OF BARS (fe. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE 3/4"=1'-0 scALE:aa"=,'-D GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 scALE, 3/4'=r-a' SCALE: 3,a•'=r-o" (1) 05 REBAR VERTICALLY W9 CONC. 5 ,y� POURED CELL o a 8" CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON a 5 #4 REBAR 024" O.C. 0 CENTER OF NAILS, 2-ROWS, 4" OC BTM. VERIFY HEIGHT V SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN $ a 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP t�F 7' CAPPED NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLABVJI GALVANIZED PIPE SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE W/FLANGE 0 BASE °� I EPDXY. MIN. EMBED 70 BE PT. PROVIDE DBL 70P 1/2•'x9" WEDGE ANCHOR W/7 8", UNO WASHER SET IN HIGH STRENGTH PLATE FOLLOW ALL MANF. EPDXY 5-1/2" EMBED. MIN. 018" OC § ro SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. ti I• 4" CONC., REINF. W/ w I BTM AND TOP PLATE n 1 6"x6" #10 WWM ON { o USE AND ANCHORS W/ 10d x 1 1!Y' -MIL POLY ETHYLENE SECURE FLANGE TO PREPARATION OF O a" a• COMMON NAILS FILL ALL w VAPOR BARRIER ON SLAB W/(4) 1/4" X 21/4" HOLE. HOLES, DO NOT USE 10d N rD' • II WELL -COMPACTED 7APCONS w x a' z SLAB SCHEDULE . , CLEAN FILL TERMITE k TREATMENT SHALL BE * S .4 5.. BORA-CARE QQ R' [SEE TOP OF SLAB • . (2) CONT. #4 REBAR 4" CHAMFER (1STORV) ' f 6" CHAMFER (2-STORY) A.`= a (2) #5 REBAR ON CHAIRS 12" MIN. DEPTH INTO a_ 2,000 PSF VIRGIN SOILOR 95% EQ. EO. VIRGIN OR ENGINEERED SOIL COMPACTED SOIL F SEE SCHEDULE R SIZE SLAB HEIGHT LESS THAN 3'8• pER Puw BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP EXTERIOR 3/4„=1'-a' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE 34''=1'-a' (W/ UPLIFT) FOOTING W/ BLOCK WALL SCALE: 34"=1'-a' 1A SCALE:3/4"=1'-a' LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON VERIFY HET IGH LAP TOP PLATE AMIN. OF 4S' NAILS, 2-ROWS, 4•' C/C BTM. OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING GROUTED LAP TO OCCUR OVER STUD 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 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/tOd MASONRY NAIL 12" O/C STAGGERED. PROVIDE DBL. TOP PLATE SLAB W/10tl MASONRY NAIL 17' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL aO m CONNECTORS NOT CONNECTORS NOT 0 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) w S" CMU FILLED CELL(TYP.) b TOP OF BLAB ..I° SLAB SCHEDULE a > SEE SLAB SCHEDULE 2X WALL FRAMING [SEE *- 0'-a • SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5' TOP OF SLAB , \.: *- i o MINIMUM EMBEDMENT INTO ° TOP OF SLABe• "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ate_• to CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX •_a ° POURED MONOLITHICALLY WITH °� • T— — FOUNDATION AND SLAB e� 4 SEE SCHEDULE SEE SCHEWLE FOR WXD, BAR SIZE FOR MD, BAR SIZE ./ AND BAR QUANTITY EQ. EQ., SEE SCHEDULE AND BAR QUANTITY � /AL FOR W%D, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL OTING AND COL. PAD 8 9 SCALE:3/4=r-a• (NO UPLIFT) SEO scALE:3r=r-m BLOCK WALL CONNECTION 11 SCALE: 3/4"=1'•0" scALE:3a'=,'-a' (NO UPLIFT) :1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaigngroLtp.com AA #: 0003325 N m a R sunDly at LAT. ABBOTT PARK LOT #2 BLK #12 PHASE 4C PROJE10T* 04181.04C-02121 HODZIi 4EAB "1672-ARIA" GARAGE 8WINO: LEFT PAGE: DETAILS 160 MPH E . C 07 DAPS: 10/26/21 ec.%=: 1/4"=1'-0" s1'ISST St. IA DOWEL PLAN SCALE: 1/4" = l'-0" 1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 e 8UNDIV. & LOT: ABBOTT PARK LOT #2 BLK #12 PHASE #4C PROJECTp 04 81.04C-02121 MODEL" 4EAB "1672-ARIA" OARAGS DWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. RINT DATE, 10/26/21 8CALE: 1/4"=1'-0" 8NEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM #5 BARS 1 CLEAN OUT REQUIRED FOR INSPECTION V-0' FIN. FLR. TIE VERTICAL REBAR 4� a • • TO HORIZONTAL ...4.:' REBAR W/ 10' HOOK BAR SIZE 148 BAR DIA #3 18" i #4 24" hu #6 30' #6 36' #7 47' HORIZONTAUVERTICAL � REINFORCING CMU UNIT DIMENSIONS Zo ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 314"=1'-O' STEEL REINFORCING IN GROUTED 2 dd S� CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS oN b a 6" CMU WALL TOP OF SLAB 4' TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA. .4 S W/ 1/2" ISOLATION 6" CHAMFER (2STORY) #3 18' h . . 4 JOINT (WHERE 6 #4 24" 4 . APPLICABLE) MATCH STEEL #5 30' e" PVC CHASE s REINFORCEMENT 38" THRU FOOTING it PER SCHEDULE #7 q7• 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND BAR OUMM7y PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0• QE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32740 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgDgmup.coIn AA #:0003324 K g summ a LOT: ABBOTT PARK LOT #2 BLK #12 PHASE #4C PROJMCTp 04181.04C-02121 WORM a 4EAB "1672—ARIA" GARAOZ 8NING: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9)10d x 1 IZ HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DES SIZE REMARK iQ (2) 2X8 BEAM SCHEDULE RaUM INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B, O.L. = BOTTOM OF LINTEL / T.O.. = TOP OF ARCH / 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 (PSI) SIZE REINFORCEMENT STIRRUPS REMARKS BTM TOP MID SIZE SPACING BB1 MASONRY 3000 8.8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ;a . 8F15-i TIOMIUB F18-1T/OWOB� 8F16-1T/OMIOB 3 fi a � k GT LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-774.4078 www.abdealgngroup.wm AA 8: 0003325 �y y Q O h C ax Qa$ 6 aliwiv. a LoT: ABBOTT PARK LOT #2 BLK #12 PHASE #4C lpitojmcT# 04181.04C-02121 MODML: 4EAB "1672-ARIA" GARAGE OWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C OT QCAM 1/4-=1'-0"' sCh S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR VV/ 10' HOOK TVPrcAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=7'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'x8" N i;tl5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8• �c �y PLACE STEEL HEIGHT. pQVN`- REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND �.ENGt� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT THEN THE LAST 1#6 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k06' 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 TOP OF THE LINTEL � / a MW�6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. e 8x16 DBL. BOND P OF BEAM W/(I1#5 BAR BOND BEAM yyWO� EACH COURSE • • 8x8 BOND BEAM P W/ (1) #5 BAR BOND BEAM OFO F =FILLED W/GROUT y" VW�� U = UNFILLED GROUT SOLID FROM Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, ININ BONG BEAM, IF FILLED LINTEL. BEEAAM COURSE SEE NOTE 5 G �/c ita43_�16-1 T/1 B 8x8 PRE -CAST LINTEL (1) #5 BAR(2)E ppE NOMINAL LENGTH OF BAR=WIDTH OF MASONRY 6 HEIGHT #OF #5'S, TOP OPENING-2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-,T/1MABINDICATES A DOUBLE BOND BEAM #OF #5'S,SOTTOM BxB PRE -CART CONCRETE BCALE:34"=1'-0 ANDXFXX-,TOWOB INDICATES A SINGLE. BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER IT IS THIS ENGINEER'S INTENT AND XUXX- iT/i MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS O LINTEL OF OPENING AND XUXX- iTAMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2.4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE, 145 MIN HEAD -- MIN NT 1 AT LOWER ELEVATION WINDOW 1/4? 8"300 FROM EACH ND AND 18" O.C. MAX. MIN 1-14" #5 BAR BEM' AS SHOWN _ EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST i' SIZE. 145 MIN HEADSIZE.300 WINDOW MIN EMBEDMENT 1 114") V. vp. 74 SILL E FROM EACH END AND 18" SLOPE O.C. MAX. MIN 1-1/4" m EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE. 145 MIN HEAD BAR TO BE PLACED IN SIZE MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM 1/4..8,300 " FROM " FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 18" O.C. MAX. MIN MIN, 2-12d PER BLK. EA END VCMU TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" 098 SHEATHING CORNER BARS TYPICAL MASONRY WINDOW WALL tl AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 SCALE: 3 4"=1'-0 4 SCALE: 1 1/Z'=1'-0' C� V SCALE: 3/4" = i'-0" PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I I SINGLE #5 CORNER C BAR, 30x30 TURNED UP I ( OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II �I 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE 05 BAR SEE PLAN. I) / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.00m L AA #: 0003325 C b C F SLTI3DIV. AC M. ABBOTT PARK LOT #2 BLK #12 PHASE #4C PROJECT# 418 .04C-02121 MODZL: 4EAB "1672-ARIA" GAICAGE S7IIING: LEFT PAGE: DETAILS 160 MPH EXP. A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 i" NAILS TOTRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 � NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2)SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WN (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", S., 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS 12 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) 6CALE 34"=''-6 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE �- 2x4 OR 2xe WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING 12" O/C STAGGERED. ADDITIONAL METAL 12" GYP, WL. BD. CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. 4 FLOOR TRUSS CONNECTION @ L.B.W. (NO UPLIFT) OUTER 1/3( SPAN ONLY NOTCH DEPTH 1WD O //70 E EDGE>5/8" //--170LE DIAMETER / 2/5'D SGL. STUD BTM.- PLATE STUD NOTCHING 8 AND BORING LIMITS scALE:11rz=r-a' EDGE>5/6' HOLE DIAMETER < 3/5-D DBL STUD ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4", (9) 10d x 1 �' NAILS TO 6", 8" x 4'-0" MAYBE ADDED GIRDER. PROVIDES' W/ 10d NAILS, 2 ROWB, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR FIMA 1—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS }' x 2 ?'TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDONM WITH (2) }' x 5" TITEN HD TO CMU AND (18) SDS *'x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W➢(3) i6d (2) J' x 5"TITEN HD TO CMU AND (18) SDS f' x 3" GALV. COMMON NAILS. lx2 SECURED W/ 10d '/a MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 88B5 LBS 12 PLY MIN.) TYPICAL ROOF 2a 2b 2c SDlLLE:34"="° GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl/2 HDG NAILS Q EACH END. TOTAL OF 10 FLOOR GIRDER —\ HTT4 W/5/8"A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18)16d x 2-1/2" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB —�_ n GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4"=I AY' # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X' BRACE SEAMS) 30'-1" TO 80'-0 (3) W BRACE ECURE 2x PT. PLATE (1) "X" BRACE ® CENTER TO BLK W/ IQ" DIA 6-0' lIAx(WfIX4' (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W2" OR 10-0' MAX (W.41 FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6' MIN. EMBED. AT 37OC 1z4 DIAGONAL SEE ARCHITECTURAL BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2,8 BRACING, SEE P.T. PLATE W/ 12d%6' PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX § i MAY NOT BE TRUSS ENG) ONT. 2x4 SECURED W/ N a REQUIRED (2) 10d's Q EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. BTM. CHORD OF TT "jT m _. _ WOOD ROOF TRUSSES ix4 BTM. CHORD BRACING 6-9'O/C J -END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BDAL� THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES, 11 ALTERNATE MATERIALS SCALE:-'=1'-0' i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.00m AA #: 0003325 J e N 0 i 6 iLi L. stMIDIV. A# i40T•. ABBOTT PARK WT #2 BLK #12 PHASE #4C P1ItOJECTM 04181.04C-02121 MODZU 4EAB "1672— ARIA" GAP_A0Z aWDfG: LEFT PAGE: DETAILS 160 MPH EXP. Qj 20 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENTAT BRACE W/ (3) 12d ® EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X' BRACE 30--1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFfWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO, 1x2, 2x WOOD FASCIA CONeTRUSS SEE ARCHITECTURAL TRUS 2x SECURED W/(3)10d ENGINEERED W GALV. COMMON NAILS. TRUSSES (9 24" 1x2 SECURED W/ 10d SUBMIT SHOP GALV. COMMON NAILS FOR REVIEWAT RUN 12' O/C AND APPROVAL/ (2)12d% MASONRY BOND BEAM S SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALFt3/4"=1'-a' PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS - 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 112" CIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32"BLOC MAX SECURE GABLE TO P.T. PLATE W/ 12d's B•O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) C 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSSPLAN CONC. POURED LINTEL COURSE CONT. 2.4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 6 SCALE: 3/4"=1'-0' n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 j FAX: 407-774.4078 www.abdesigngroup.00m AA 0: 0003325 h b i O $$ sullDIV. Ae LOT ABBOTT PARK LOT #2 BLX #12 PHASE 4C PROJECTp 4 8 .04 -0212 MODEL: 4EAB "1672-ARIA" GARAGE aMnra: LEFT PACE: DETAILS 160 MPH EXP. C ALL AGGREGATE USED IN CONCRETE SMALL CONFORM TO ASTM C33/C33M, MAXIMUM AGGREGATE SIZE SHALL BE 314'. GABLE-ENZ� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e =60.90 PSF (70.90) ZONE 3e = 70.4D PSF (80,40) ZONE20 = 70.40 PSF (80,40) ZONE 3r = 83.80 PSF (93.80) ZONE 2, - 70.40 PSF (80.40) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 1 9W'STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (402O).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GAS LE END FRAME USE IOd RING SHANK GUN NAILS R4"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/IN 4! OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 1W RING SHANK, 212" 0.131 F1667 170,000 RING (18-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0,113 F1887 SCREW SHANK PER INCH) RSRS-01 Ed RING SHANK, PNEUMATIC 23/8" 0.113 F1887 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Ed RING SHANK GUN NAILSAT T O.C. AT INTERMEDIATE SUPPORTS OR 7/18" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS,) SEE DETAIL ROOF SNIEATHINGATTACHEMENT SPACING ZONE 1: 1 Od NAILS C 4" O.C. ON EDGE AND T O.C. IN FIELD ZONE 2e, 2n, 2r 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 1Od NAILS 0 4" O.C. ON EDGE AND4'O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 SB RING SHANKGUN NA0.A94'OC. TOP 9 BOTT-ED(EB N- z �0 Z LL = z 3 O Li Z O TYP FXT SHFATHINGATTAfHMFN wo i4 B RAFTER OR TRUSS ROOF SHEATHING r O _0 3 m U BUILDING LENGTH U r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOW. GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER WI BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING ® 16" O.C. FIRST 4 BAYS WU (2)12d NAILS EA END. ATTACH ROOF SHEATHINGTO RAFTERS21 BLOCKING PER NAILING SCHEDULE 1 Od RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` C18 2" DECK SCREWS 0 6'S" O.C. MAXI EDGES & 12" O,C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE DOK)SED TO EARTH ORWEATFER PROVIDE WOOD: WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERID 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 316-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER PLI SlAS50NGR011ND VN6EINYICATED ON POLYETHYLENEVAPOR BARRIER MEMB ELASTICITY = 1,40QODO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COL6FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 ANDAISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND FORM -WORT : CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWNL AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTHACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDEO PRACTICE FOR CONCRETE FORMWORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. A IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OANS. WELDED WIRE MESH, SHALL BE ASTM Al 064/Al 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WONT TRUMES' AO TYPICAL DETAILS. MINIMUM? LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFCATONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED 3-0' OC, EACH WAY. STRESSGRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED psf psf TOP CHORD+1on�can—t REV20 TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 38" WOOD TRUSSES. 10 psf BTM CHORD +lonco mrIt #5 BAR - 30' #7 BAR - 4Y' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF P PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIEDTO EACH BEAM REBAR SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 pef TOP CHORD 20 psf TOP CHORD Q psf vd ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHAD. BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf B7M CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT' 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 PSf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST 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 ABBE R2020) EXPOSURE C, NAND DEAD LOAD SPEED=IMPH SECOND GUST RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL HI LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT NTH BALCONIES (EXTERIOR) STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIREDTO THE NTS: AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pet, GUARD IN -FILL COMPONENTS: 50pef, 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 IAVOUT. 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: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. 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 C-90, GRADE Ym = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W NO UPLIFT VALUES RAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE THEE I ALL TRUSS TO TRUSS CONNECTIONS. REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLANING CONCRETE FOR COLUMNS. GROUT USED 70 FILL MASONRY CELLS SHALL COMPLY WITH WI WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM G476, 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, SHALL BE PLACED WI SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION UT. TO CONSOLIDATE GROUT. FOLIMATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL SE 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. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTEDAT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET $HALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WE I GHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR $HALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PPoDRTO CONCRETE PLACEMENT. CONCRETE SUMP SHALL NOT EXCEED 5" 4- PRIOR TO TIE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, NIXING, TWVSPOR ING. ETC. CONCRETE TICKETS SMALL BE TIME -STAMPED MEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM V*e WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSTION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING UABDRATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGANST AND PERMANENTLYFXPOSED TO EARTH IFOLNMTIONSk B FOR CONCRETE EXPOSED TO EARTH ANDIIORWEATHER 1-11Y FOR #5 AND SMALLER Y FOR 06 AND LARGER G FOR CONCRETE NOT EXPOSED TOWEATSR 314' FOR SLABS, WALLS AND JOISTS 1-1W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS), U.N.O STRUCTURALSTEEL• THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Py = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A5DOM, GRADE B, Fy = 46 Iml. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125F3126M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE IRE REMARKS APPDG S12E TYPE MpNO RENAAK9 I Y2 PT R)RRMO TO MPSONPYIGONC. CPSE MRDENSCDL NNL 11/1 LONG. BOC GPRAGEDDOR BUD( TO MAWNRYIOONC. tN"pA NO WASNQV TAPCON MA80NRY FASTENER 0'O� IYEMBEDG., d'ENlp91., FOIST. EGDpA IXT, D00RS CPSE HARGENECD0. e'DC WINDONNOOORIFA9TENED GARAGEGDDR BUG( Je pA IXt EXPANSION BOLT 6'OIO (YB"DIN 4'EMBEO.,'MOpeT., T,. NDiEe NNLI IITL01X1. S GG.E lMSNRYICONC. To MASNtY/ANC. wIWASIQt 24"OTC (1IY'OWEDGEDW WINDOW BLCx CASE IWRDENED-IL 0.Ox: WMDOWIWORIFABTENED Meru STRAPTo CONTACT THIS ENGINEER FOR SPACING Ix PT. SEE NOTE NAILI-LONG. sTA.ERE INro WSN1YKON0. MAsO wicor4c. REQUIREMENTS B 9WMG roOR (213n PpA TAPCTx I' 1—EMBED.e^END F . SEE NOTEA NO WA91et TNER 1B'PC DUST., 1I EDGEOST. CTO STEEL WO�L ff 0130" MF.21e' 0"OTC 4' END. o19T., t t? PT. OTEB WI WASHER STAGGERS EDGE DST. NOW 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR 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, WINDOW AND 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. lx MEMBERS ARE NAILED AND 2X MEMBERS PRE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. El 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdeslggroup.com AA B: 0003325 WI>' y 9 Will �i C a ABBBBOTT PARK TAT #2 BLK #12 PHASE 4C PLtoi=T# 041 1.04C-0212 MODEMA 4EAB "1672—ARIA" OARAGZ XWDFO: LEFT PAOs: DETAILS %160 MPH EXP. C D � 10/26/21 SCALM:1/4"=1'-O" siti�Zr s N1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MA} O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FAS( nFTAII A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: nFTAII n J-CHANNEL FASCIA SCIA WOOD ARD BY OTHERS BATTEN STRIP ANCHOR 1© 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER �• J STAPLES INSTALLED 2-1/4" EMB. THRU SOFFIT AND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL HEM AND IN VALLEYS FIT Q STAPLES INSTALLED @ OFFITO 12" O.C. MAX (INTO IN J-CHANNEL �S DETAIL B J-CHANNEL 3Q OOD) EL Q MAx. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN 10 10d NAIL AT EACH TAPLES INSTALLED O TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, O STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS OFFIT O 11 1X2 WOOD BATTEN J-CHANNEL 3D �2X2 WOOD BATTEN 10 O SOI NSTALLATION SCREW, O STAPLES INSTALLED BATTEN ATTCHMENT FASTENER SPACED 24" gO THRU SOFFIT AND MAX O.C. J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL SLOT OR T-NAIL O @ 12" O SOFFIT O.C.. MAX (INTO 0 J-CHANNEL CONCRETE/MASONRY) } MAX CONCRETE/CMU OR WOOD (NOTE 1) DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'U--w ISPAN 'LL— SEE DETAIL'A'� SEE DETAIL'E'---' ' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA@ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE A ) SEE DETAIL'D'— SEE DETAIL'E'— T EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END Q J-CHANNEL e' MAX: DETAIL C J-CHANNEL zrRUSS/JOIST/RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 0 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 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. • �_ ••FiflF{iiiii=••. _•-•_: 13,519 EAVE WIDTH •:_{{{{{�i{ji=_.• .375 .375 (ROOF OVERHANG) 3.625 .6 5 \ 06 .03 12 `CONCRETE; CMU OR WOOD-%—��1%�y (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAOAN BLVD. LONGW OOD, FL 32750 PH: 407.774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 kk �� 0 �lilt sumly. se LOT ABBOTT PARK LOT #2 BLK #12 PHASE #4C P1tOJECTp 4 81. 4C-0212 MODEL• 4EAB "1672-ARIA" GARAGE awlxcs: LEFT PACE: SOFFIT DETAILS %160 MPH E a SCALE:1/4"=1'-0" 1 SDI 1 K C1 1 b