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HomeMy WebLinkAbout7960 Broad Pointe Dr99 18-28-4EBB-CAL1991 12602 TELECOM [DRIVE, TAMPA, FI 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 +I tit N R C1 I't-a ItVO IrH PREVAILING 10 CITE CTR1C CODE. Cif. OROtt�gNCBS OF ZFPI�yfR41 L's REVIEW DATE tAN2 1 2HOMES PLANV XAMICITY OF ERS • 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 .jwmA H Mnw coo R�RIm, B11H EDMON (2017) •ALL IACAL tliD STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 •- CONSTRUCTION TYPE VB •M INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH :EXPOSURE _ c •1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER IACAL AND STATE CODES ABv. ABOVE A/C AIR CONDITIONING ADJ ALTERNATE AMP. AMPERAGE BD. BOARD CL CRdE CABINET CAB. BINEr CLG. CEILING CLR CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMICTRE D. DRYER DEL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR DOOR D.S. DOWNSPOUT DTL, DETAIL D.W. DISHWASHER F.A. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.G/FX. FIXED GLASS F.O. FUEL GAS FIN. FINISH FLR. FLOOR FLUOR. FLUORESCENT FR DR, FRENCH DOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. ED. GYPSUM BOARD B B HOSE BIB H.C. HOLLOW CORE E TE/ HGORHT HEIGHT INSUL. INSULATION INT. INTERIOR LAV. LUM. M.C. MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWO. PR. P.T. R. RAD. R.A.G. REP. RM. R.O. S.C. S.D. S.H. SLIT. SHTHG. SHWR SIM, SL. ST. GL. STD. Sws TEMP. THY T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. WITHER WD. WDW. W/H W.I. LAVATORY LUMINOUS MEDICINE MIMMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEARWALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOPOF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF W WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION aRb/I6 CDb le5IED ARCHITECTURAL SHEET DESCRIPTION �/�/b 2dT FBC UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATIONS "C" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS OMAS CO'SRE•INED 02RUI5 &DNGELEVATION8AmE0 0"6/e CDs RE -maw 04A9AD FOOTPIGREVISIONPERM.DOUES Owns wsRE-�D 02/M!/15 ADDED CWMISS FOOTER AT "RAW DETAIL (FORT MYERS) 02!)2A8 PLANMANTENANCE 03f75/IB REMISED LNTEL 512E AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 0412 ADDED ADDITIONAL RECEPTACLE N GARAGE PER WLL DATWN (I`ELDJ SQ.FT. CALC, S M41M REMISED HVAC VOLWES ON SGFT CALC SCHEDULE MELD) 06/aA9 ADDED TXTERIOR MOW DEEP FOOTEW DETAIL IZ01A (Olt) LNB4G I828 5Q F7 GARAGE 4 �' ENTRY 16 SR FT. LANAI w SOL FT. TOTAL 2.362 Sa FT. 064M ADLED LIGNTS • KITCHEN 4 BATH PER MARK EMS. DED OVM ADDED STONE OPTION ELEVATION C t D (TAMPA) CUM ELEVATION Ys 6IDNG-ADDED LAMER • (� F ROOF 0/25A5 ADDED OPT. S'•O• CEILNG HEWTS OIOIRO REPLACE USP CONNECTORS WTH 5M% N coN ECTORS O4/ M REVISE ENKAVENT RADON PLAN DPO61ONS OMID5Q0 OPT. V-O' CLG. HOT.• ADDED LED LIGFIT N FOYER 04/&AO OPT. 5'•O' CLG. HOT. ELEVATION 'G'• REVISED HEIGHT OF ARGHUdAY 0/0G/0 ADDED ELEVATIONS V 4 TT' (GFL) STRUCTURAL SHEET # DESCRIPTION 01A5/10 ADDED ELENATIAJB T1G'•TN'-T16' (ON.) PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAMES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngrouP-com AA #: 0003325 1 a summ:v. as LOT: ABBOTT PARK LOT #12 BLK. #8 PROJECT# 04181.000-12081 MODEX. 4EBB "1828-CALI" GARAGE SWWO: LEFT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SRE 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. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIcNGINEER. 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 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %rINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES NTH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION : I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH 1V AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR MOM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESSTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W" DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I 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 BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFRB 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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 y x Q fFp c � 6 IPR UBDM & LOTBBOTT PARK LOT #12 BLK. #8 OJECT 04181.006-12081 MODW,U 4EBB "1828-CALI" GARAGE 87RNG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C DAM* 10/15/20 SCALE: 1/4"=1'-O" SKEET GN is W m *- 39'-8' EGRESS �l�p�llo G � - o - a• � I - 11 - - r - r - Ili r 11 o 0 I_• ::I1 ' ! 1 ollbo _ - — o'IRR��RIIo - r p �I i I - i - O - 0 o No e to I� - On ATT AS REQ.o -PER EILDG.al CODE - r - - o i I - - mm FOYER o 11 - t DRO u - o ARCH i us E1 o 011�����lo EGRESS ollt11111111tlo o,i��llo oIIrl�Ifo FLOOR PLAN SCALE, 1/4' " I'-®' SQ.FT. CALL. S LIVING 1,828 SQ. FT. G4RAGE 430 SQ. FT. ENm 16 SQ. FT. LANAI 88 SQ. FT. TOTAL. 2,362 W. FT. 0 RAIDNA0RM30 0LDADB LiAtIC MD E10'ONIE FOR 9 LECOID VISID GL818 OPBS� 301E 100WHNIDIMM RBINK8 ANDTR4 FOOR GE MIN. WINDOW g 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 16010 OAD. 112 5 28.2/-315 BASIC WIND SPEED MPH = 180 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CUMMDA18WM DBL. TOP PLATE 61 M ABAR DETAIL SCALE I/2'.I'-0' NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN TI.IICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-77448078 FAK 407-7744078 www.abdesigngroup.com L AA #: 0003325 gadg 6 0. quaDIV. 'k LOT: ABBOTT PARK LOT #12 BLK. #8 PROJECT# 04181.000-12081 MODEL: 4EBB "1828—CALI" GARAGE 8WWG: LEFT PAGE: FLOOR PLAN v.160 MPH EXP. C Ole A,A NO Rarr DATE: 10/15/20 BCALE: 1/4"=1'—O" SHEET Al ./-I5'-4' BLDG. W.T. FYPON LA2X24 OR EQUIVALENT 12 LAP SIDING AS blt SPECIFIED (TYP.) 4' FRIEZE BAND (TYPJ b' TRIM BOARD (TYP.)� A OPT. COACFI LIGHT 8'-0' BRG. HGT. 0'-0' FN. FLR FRONT ELEVATION SCALE: 1/4 . 1'-C' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT b II SHINGLE ROOF rON DECO ' F DECORATIVE SHUTTERS OR EQUIVALENT 4B M. 4' RAISED BAND (TYP.) -O'FIN.FLR. —v BRG. 0'-0' FIN. OFF RIDGE T AREA OF ATTIC 2364 SQ. FT. NET FREEVENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 2364/300 = 7.98 VENTI LATION AREA X SO. I NCHES PER FT.(144) = 1134.72 SQ, IN. MIN. REQUIRED VENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC 567.36 SQ. IN, OFF RIDGEVENTILATION AREA 1155Q. IN. PER VENT 567.36 /115 TOTAL#OF VENTS REQUIRED 4.93357 IOTAL#OFVENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WAL NOOVERHANGS INCLUDE �8'-0' BRCS. HGT. FEW m EMIFE-1 LE M 10 MANI OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH S'-0' BRG. HGT. r-m• r-0' F-1 s 0'-O' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH II OFF RIDGE VENT OFF RIDGE VENT F� 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - --- k RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH v DECO. DTL. A BGALE, 1/2 . I'-0' '-O' FIN. FLR. 1441 N. RONALD REAGAN BI.1 LONGWOOD, FL32750 FH:407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA M 0003325 ra C ABBOTT PARK LOT #12 BLK. #8 PROJECT#F 04181.000-12081 MODEIe 4EBB "1828-CALI" DAMAGE 8VrMG: LEFT PAGE: ELEVATIONS L1CN 160 MPH EXP. C OCT DAA=10/15/20 9CA.=: 1/4"=1'-0" A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -4----1 — OUTLET 70 AMP SINGLE PROLE IIOV OUTLET IWV OUTLET ' TLIWIR RED ED roQ euOURrcu �. Ih,, OUTLET IUD WOVOO PALL NTLINA-M (TAMF 1LEMISTANT TYPE)ER 220V OUTLET (4) WM CONNECTION vexr, ID1�2 WWTERI•PCOF GROUND FAULT OUTLET MTERRUPtER �j BUTCH SUTCM 3-WAY Ol ER SBTC 4 4-WAY OPER ^�4 WALL MONIED V LOW CEILING LIGHT © LED CLG LIGHT ©vp LED VAPOR PRO@ LIOMT O VP VAPOR FROM LOW OQ wavie O CAN eVE4T. FAN I OM PER *G. FT, 'PAN WULIONT — IPER-- P 'S ra1•Ec'& n TEND eY 2.OLLB WIRRP ® LI�G��r (RECEOSED) ANROIND P LUO ( L MNWJ AIRO ND i— 2' RLOPMOco4( 4' PLUOPEGC;w ro--Q--a—n-t 4' TRACIC LkW 0 PANEL dill METER OSD. R 4as DETECTOR R°yy r-t WALL MONIED EATLAAOC-uo i 1 viaoit DETECTOR E-mL ® BA:O CAROM � N GiED SILL EE a DRTNNCS OP NOT LESS THEN 4- PENDANT LOW L� Na'U"Al. GAS orLef 011- TMAM401M JACK WN WATER lOYii Ai CI,Efa7Q AIR CONDITIONING DEOORiCT WEE AU ON . I� TELMgION JAOc C! NG am O J•SOt TO EE M rrcon D N ACCOIOANCE sU IM 1'IAIWD AS SLK24 FOR ca<w ISM IIIINIUM111113 Ca<SIO PANA.G4T TO GE SUPPORTED IN .ACCOPIDANCE W) BOx MWRGIO AS MICA FOR p`pq u• NCANDexlNr LIOMT STRIP GEL SS• INCANDESCENT LloMT STRIP Dnnnnnnn 4N INCANDESCENT LW 04T *TOP FLOOD LOOT OPT. SECURITY KEYPAD • PA PuM4-GIDWON Pon 17UI3 tRe PORT • LOCATION OF TV JACM 4 PHONE OUTLETS 4 PANS TO EC VOW F • R40FEOYPIR PRE-ta13T3lCTION MEETING • ALL B A 20 AMP DRA14CM CIRGUT& TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF Elam &Tu eDntO4 r2Gn) A Nee 2ten 2014 4EDITIOL • 20 AMP DEDICATED LA10R7' CUCUIT. • OR a ISLAND (NOT ON KITCHEN CURCWT) • DISEINMlia DISCONlCT TO BE LOCKOUT IN PANEL BATNROOM po"UST PAN TO HAVE MN. CAPACITY OF be C7M NTERIITTENT PER ELECTItlCAL PROVISIONS OF SECTION ME013 PGCR &TM EDrt4a4 [FOWL • LAUNDRY ROOM RECEPTACLE SMALL BE GROUND FAULT GRCUIT•NIEIRRU•fCR PIROTCCTION FOR PURIOM41L ON FEEDERS • WRING M'I TN= SMALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS O MGR U ED C29M) ALL TOE ELECTRICAL PROVISIONS • ALL LATHE FIPB SNAL.L Ee SELECTED BY BIIILDlR AND LIeMTNG MMT BE ENERGY 1"ICIWNT TTlne Pell FJlG ENE33Y fbYERVATION IAL ENERGY LIVING ROOM LAMA �` ? CEILING MTD• LIGHT PRE -WIRED TO BE �. .� CLG FAN , I INSTALLED, BDRM.#1 3v1�' PRE -WIRED L- ! `J i PROVIDE ITh�.GLG FAN GFI I J-15OX FOR OPT. FAN (. PRE -WIRED CLG PAN \\ \ DINING i ROOM I 5'-6, I _ - - o w l L\ Q9 ----- -ATN --;CABINET \ GFIEmig— I D OUTLET I II 8R•9C � / L VP — ---- GFI FOR DW / -___ -. / \�_ _ /_\ZA1 I Tom==.;its RANGE / I \ GFI O GFI BDRRM. #4/ ------ - - r �--�• — I WIRE W/ wail MICRO CLG FAN BDRM.#3 R A 1—\III / Ll I / PRE -WIRED I I ! CLG FAN O 44GF'AFF. I V / GARAFOR GE l DOOR I BOLLARD r — — — — — AS R / / I I I L ° — • PER BLDG. L — _ — — J BLDG. CODE / L WALL MOUNTED / ! co IBATH # LIGHT W/SWITCH IN / S ATTIC / GFI— J CLG' M METER OUTLET KEYLESS 1--- I \ FIELD FY FIXTURE a \\ BDRM•�k2 LVr IRRIGATION \ OUTLET M� FOYE/ 48' AFF. GFI GARAGE ENTRY CLG FAN I V----------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' , I'-V WP Panel MAIN -A PANEL: &16 pcRbreaker VOLTAGE: 120/24OV-1Ph MAN: 150 Arrp t,MC.B FEEDER: 3 #1 Cu THAN & 1. #6 Cu (G) in 1 12" C. OR 3 #2n AL THAN & 1- #6 Cu (G) in 1 irr C. Wir, Poly Saw DevM m w,1b dmaX 0—" W,ae De Ber PWe VA. #12 1 20 e.telorft. .h OfIbTUO 1200 11 121 #12 2 M 111SgM Pump 1000 J 4 S n 6 R SJN A/C C.U:1 35 2 R Sm. I I ] I I 6 PANEL - A PANEL: 42 cn breaker VOLTAGE: 120/240 V.1 Ph MAN: 150 Amp M.L.O. FEEDER: 3.41 Cu THVM & 1. #6 Cu (G) in 1 12" C. OR 3- #2N AL THVJN & 146 Cu (G) in 1 11T C. Va. F.I. SW De Xon wmm c1mult c1mult Watt Deewipdon Ur ►N, an. 012 1 20 Small Applism, 1600 1 2 N00 R,npa 50 2 A *12 1 20 Mkrewaa / H°Pa Wl nID0 3 4t12 1 M Sm,R ApOlance 1600 5 0 4500 W.. H,g. 25 2 010 012 1 20 R o, 1500 7 6 *12 1 20 Dining RAC elm AFCI 1500 a 10 1200 01 W Gn 20 1 In 02 1 M a-GFI Rve .dm 12W 11 12 1500 dahvevhwwl 20 1 e12 #I4 1 15 F wI Hd I NQ 02&W 6.6 VAFCI m 13 14 5000 DW GFI 30 2 n0 rid 1 16 Using Roan Lm,l LEK, AFCI am 15 15 #14 1 15 KacMn, ftWly,&Dinin FAfCI RN 17 Is IBM Wethe, GFI 20 1 *12 N4 1 16 ISD&CADAFCl R00 Ill m I= Gn Door op..GFI 20 1 #12 m2 1 20 W /Beets / Dm AFCI im- So,, 23 24 9w Or Sate AFCI Is 1 014 s u 25 m R00 Gem %Sal, AFCI 15 1 M4 g 27 28 3 c S n 20 >D 1000 to kn ea.Me .1y 20 / *12 s a 31 32 s e s a s3 >. sm.. see w w se S a 37 . .1.. R 2 35 A/C ARKLI 0leelx 5 KVA. R% NM 39 41 40 S e 42 3 e Lmd sultimt to demmd a,W ub,lghn,/ nm 11DN 2670D LbWsAW,. m dwan4&eta eWe.glm,/ih. Demand Factor Calculations, ABBREVIATIONS: AFCI: ARCFAULTCIRCl/1TNTERRUPTER NO: NONCONCIDENTLOAD OR GROUND FAULT INERRUPTER. Tag lwA• t,fi dfew 4n00 Flint/0000W d100% 10000 R-Wnin vvaeg40% i30B0_ _ TRW AX Iw5 iNN LOAD CALCULATION 15 BASED ON AC NON -COINCIDENT LOAD TRW Con W LW WWte 33M TOW A.P. Ndb/240 vo1b 141.3 General Lighting &Receptacle Load Total A/C 3 mb Fea 1528 Gina%I U, & Rao 3 W / S . Ft. 1414 H-1 1 at ti5W)Li kat 100% 46$ Tobl Gm U e a Ree eb) 5549 CIOd) tG/c TDGl wads G.—I U. a R. Panel A 1 91 517 5549 / I I L — I 1 1 LED LIGHTING @ SINGLE LAV. M BATH 02 I L I I 1 1 s I I I I OL I II s I LED LIGHTING C� DOUBLE LAV. BATH el P CU, TMW • PS CU IN2• CONDUIT OR 3 .R , OU IN 2• rONDIAT OR 2Ae AL- Awn 150 AMP ELECTRICAL RISER NOT TO SCALE. COMENATION W.I. 00 AIV DISCONNECT SUTCM AND tWO40 VC 411I ERAL NOTES, M ELECTRIC METER N 1 MM A ELECTRICAL LEC wfl�LMATERIALS MD INSTALLATIONS 01 NBI19R ENC LOSURE CLOSURE MLO PROVISIONS, OP T4I MG&kjd PANEL l 1) LOCAL CODES. AID ALL LOCAL P OUM COMPANY REQUIREMENTS. ISOARP B. ALL CONDUCTORS SMALL BE TYPE TH N/n" UNLESS NOTED OTWRPWW. I°OWR ODMPA TRA SAP"R PROVIDE 00 AP, 1206140 VOLT, I PHASE SECONDARY. ELECTRICAL SERVICE. PROVIDE 5 9 COPPER (CU) IN 1-VY' DIA OGIDLLE SO PVC COfiOUIT OR PROVIDE U ,OAS ALV'IN" (AL) IN 1" DIA SCMEXLE OO PVC CONDRWT UNLESS SERVICE IS P'IROVIDED BY THE ELECTRIC COMPANY. COORDINATE UT14 THE ELECTRIC COMPANY PRIOR TO DID. TELEPHONE emNICE EAGLE TELEVISION MrIRAFC7 SElVICS E411RA14C3 EOUPPB pymmqw INTERSYSTEM BONDING TERMINAL AT LOU VOLTAGE COfICTIONS 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE E40AN D FOOMR STEEL PER ELECTRICAL MMOVISIOI OP THE POCK &U 4 OAS' DIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA S: 0003325 F CC Va 74f O Iyp�� 3 acrIV. 20M >aDto ABBOTT PARK LOT #12 BLK. #8 PROJECT* 04181.000-12081 MODEL: 4EBB "1828-CALI" GARAGE arIING: LEFT PAGE: ELECTRICAL PLAN %160 MPH EXP. C DA M- NT 10/15/20 SCALE: 1/4"=V-0" aI'IEET E1 m PLUMBING PLAN SCALE, 1/4 . I'-V 2 2' VTR i � I\ 11 i� I \ I \� I/2' i \ i I wc- sue\ I 2 KITCHEN SINK W/ 2' VTV3 AUTO VENT I PLUMBING RISER DIAGRAM TO 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774E078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 J O DATE. 10/15/20 : ISICAL 1/4"=1'-0" 9i icT P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR. VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PAWS W/ DRAINS ATTIC 1010 - EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER----y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB i REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3011.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRNC — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN a LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRJ AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE 9LAB SECURE STRAP TO UNIT W/ (2) •OXI 1/4' $14T. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 560M INSIDE SERIES NICKEL BRASS. TOP CAULK P.V.0 OPTI/SPEC n4FL00R SLAB CLEAN -OUT (TYPj FIN. GRADE OR PAVING SPEC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYP ■ NOTE: ALL MECHANICAL EQUIPMENT SHALL BE NSTALLED AT OR ABOVE FPE. ELEVATION. MECHANICAL PLAN SCALE: 1/4 • P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FA)L•407-774-4078 www.abdesigngroup.eom AA #: 0003325 J x b oe A A 6 64 DLTRIDIV. Se ULAT: ABBOTT PARK LOT #12 BLK. #8 PROJECT# 04181.000-12081 MODEse 4EBB "1828-CALI" OARAGE 9WU4G: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C A. A NO PpmwT DATr. 10/15/20 ISICALE: 1/4"=1'-0" >lI;EET M1 .00 2X4 TOP PLATE PRE -FAD T17WS IR' CLCL BOARD 1,2' DRYWALL T• r SECURE ST. — PLATE TO SLAB UV 16d MASONRY NAIL • 32' O.C. MAX I FIN FLR, 2x4 WOOD STUDS •24' O.G. SLAB ryVIC: CPIUWI7 IN PARTITIONS SUPPORTING% WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. �1TYP. INT. WALL (NON—BRG.) D� SCALE: 3/4'.I'-O' FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON J' O.S.5. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY PIA. SLEEVE, O NOT GUT BOND BEAM SOLID GROU1 W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-0' 5/8GYPSUM BOARD OR IR' HKTH STRENGTH GLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. O.H. R-4.1INSULATION WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS • 24' O.C. 8' CMU 1/2, GYP. WL. BD.� WOOD BASE FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90511 ON I}' OAB. SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE I OR 4" Los 2B GAS LINE THRU BLACK , vr.re FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON j' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER ELEVATIONS PRE-ENG TRUSS VENTED SOFFIT MTL. DRIP EDGE P4M-EN2. GABLE TRUSS WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER VENTED SOFFIT I STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'-0' TYP. O.H. W= JAM PIWM= OALV. aT!ffi AFFROVAL PIM - TRKK r eYO OrAMM DOOR FMTND TO Flom TRACK ORACKM v RFW YOT AFFROVAL PM s GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-O' 2X4 SPF 24' OZ. MAX. SECURE W/ (2)12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES FI5ER3LA88 SHINGLES PER STRUCTURAL DETAILS OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' ass. STIFFBACK AT ALL UPRIGHTS F.SHEATHING OR Uj' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I•-®, FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE OJa. PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENEIRGAY CODE FORTS FOR INSULATION R-VALUES PRE-ENGG, GABLE TRUSS PER ELEVATION WEEP SCREED 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS w 24' O.C. 1/2, GYP. WL. BD. , cm WOOD BASE 0'-0FIN. FLR e a _ 0'-0' FIN. PLR 0'-0' FIN. FLA 6, — 0'-0' FIN. FLR a. n - a, cm n . Q H W/ WINDOW OPENING LYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM tl 511—STORY GABLE BLOCK WALL D1 SCALE: 3/4'.I'-O' IS REQUIRED. FOR ROOF SLOPES D1 SCALE. 3/4'.I'-O' OF 4.12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32760 PH: 407-77"078 FAX 407-774-4078 www.abdesigngmup.com AA #: 0003325 04 c :+ dl O i0 � kik 6 BVHDIV. rk LOT ABBOTT PARK LOT #12 BLK. #8 PROJECT* 04181.000-12081 MODEL: 4EBB "1828—CALI" GARAGE 811ING: LEFT PAGE: DETAILS 160 H EXP.0 CT I pltmT "I DATE. 10/15/20 SCALE: 1/4"=1'-0" SFIEET D1 2TX8• XPP.T. • CENTER OF DOOR HEADER SECURED UU (1) U2' X 8' J-ECLT W 4' MN. EMCEOMNT Iw 2' X 2' X we, WA"R 4 NUT OR W/ (2) 1,12' X 8' ANCHOR DOLTS UV 2' X 2' X W UJAONER 4 NUT m m SECURE 2„4 ON RAT TO 8LK INFLAT m 110 MASONRY NAILS, 2X8 GARAW DOM 6= SECURED m MV (S) IW X 8' J-80LT OR ANCHOR m MOLTS, UI/ W MIK EMBEDMENT, UY 2' X 2' X V8' WASNE; 4 T. (V WTHN NU 8' OF TOP. (1) WITI4N 8' OF THE DTM (3) EVB4LT SPACED. IE ® m m NOTES. ALL ANCHORS SNALL ENT N ACCORDANCE TO MANUFACTURER'S INSTALLATION N8TIRICTIONS UA•E;14E &t w NaTm1CTlmft a MBA! B� GARAGE DOOR 1 BUCK ATTACHMENT .oa., H•.i-e 8' cm 16' DRYWALL I'X4' OR I•X2' P.T. NAILER Ix4 P.T. OR VX4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK W/ V TAPCONS (MIN. NK SHASIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT 144' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 A X TO BLOCK +3/ 9 4 OR +5 4 ALE: N.Tb. 2X4: SS SECURE TO BLOCK W/ i6' TAPCONS OR (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6,m SECURE TO BLOCKW/2-W6' TAPCONS(MN. AW, SIZE .145 MIN. HEAD saiMp0 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 g. CMU IB' O.C. MAX SPACING. 1S• DRY 7X8, m ❑ I'X4' OR SECURE TO BLOCK WR-i%' TAPCONS IMIN. SHAIJK SIZE .145 MIN. HEAD SIZE 300 DOOR MIN. EMBEDMENT I Y4) TTACH WITHIN 8. OF EACH END 4 MANUFAC WALL I'X2' P.T. NAILER CASING JAMS OR WINDOW TO 2X PER TUBES DETAILS. IB OZ. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" i1 1PD W TO BLOCK +1-1 " ALE, N.T.S. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 8, CMU MIN. EMBEDMENT 1 Y4) , DRYWALL WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8:® ❑ SECURE BLOCK W/J-%' (MIN. SHAWL SIZE .145 DOOR CASING MIN. HEAD SIZE 300 POOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15/lw8" int WINDOW TO BLACK +1-15/ S ALE+ RTA 2X4,m SECURE TO BLOCK W/ 2)6' TAPCONS (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS, OL. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W12- NON-STRUCTURAL I&- TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBgEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 K' DRYWALL IS' O.C. MAX SPACING, I'X4' OR I'X2' P.T. NAILER SECURE SEAS BILOCK W/2-' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V) D00OLCK22 f" BOK+4WINDOW T ' ALE: RT . 2X4m SECURE TO BLOCK W/ 11(4' TAPCONS (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X 18' O.G. MAX BPACNCs. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-.'NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y4' (MN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD BIZ£ 300 g. cm MIN. EMBEDMENT I Y4) K' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR 170' P.T. NAILER 2XDm SECURES TO BLOCK Un-%' DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. ,n,r aw+Y,_oao ro r�us � roe rnr nc®k•/ DOOR JAMB TO BLACK +3" NDOII TO BLACK +3" 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST SE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL ' TAPCONB(MN. SHANK SIZE TAPCON MIN. I-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8• CMU WITHIN 8. OF EACH END 4 DRYWALL 18' O.C. MAX SPACING. 2X8:m a I'X4' OR 1•X2' P.T. NAILER SECURE BLOCK 2 2X SECURE TO ( K. TAPGONS(MIN. SHANK SIZE IZE STRUCTURAL MEMBER J45 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 14'1 CASING WITHIN 8' OF EACH NA DOOR DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED)4"; DOOR JAMB TO BLACK +3" 1 ALE: N.T.S. / TO BLACK +$' 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2x"m NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. I-& TAPCONS(MIR SHAWL SIZE EMBEDMENT INTO BLOCK. .10 MIN. HEAD SIZE 300 8, GMU MIN. EMBEDMENT I Y4) K' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2xss SECURE TO BLOCK W/I-I/4' %' 0.80' X 4' MIN. TAPCONSID 1 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)"") DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. MCI6 M!, M,r�p ro r�.w� too rar DC®R') DOOR JAMB TO BLACK +3-7/I6' 1IINDOW BLACK +3-7 18" CF SCALE: N.Th. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAP SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X 18' O.C. MAX 8PACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL ' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' cm WIT14IN.B' OF EACH END 4 K' DRYWALL 18' Or— MAX SPACING. ❑ 1'X4' OR 1'X2' P.T. NAILER 2XS: SECURE TO BLOCK WAXMMA"ACTURES P.T. X 4• MIN.TAPO"OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4)OOR JAMS OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER IB' O.C. MAX SPACING. DETAILS. NOTE, SHIM AS NEEDED TO PLU•78 JAMB (DO NOT EXCEED Y4 ) DOOR JAIIH TO BLOCK +3 3/4" SCALE, N. iv\ 1ILNDOIf TO HIACK +3 3/4" " .8. • 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750. PH: 407-774E078 FAX: 407-7744078 www.abdesigngroup.com AA A 0003325 J y m w a INI �l �S BVHDIV. le LOT: ABBOTT PARK LOT #12 BLK. #8 PLROJECT 04181.009-12081 MODEU 4EBB "1828-CALI" GA1tAGE 9VMG: LEFT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/32/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 22/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 N23872.12E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2027 FBCR 11/28/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-RS MI WINDOWS & DOORS SLIDING GLASS. DOOR - 2017 FBCR 12/31/2020 FLN15353.R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FLN15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1S279.20-R4 CLOPAY BLDG, PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELTTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION 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 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE:10/06/2020 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-7748078 FAX: 407.7744078 www,abdesigngfoup.com AA 0: 0003325 dd x b io atmDsv. a< ZAII . ABBOTT PARK LOT #12 BLK. #8 PROJJQCT 04181.00- 12081 NADwTA 4EBB "1828-CALI" OARAGM OWWO: LEFT PAGIM PRODUCT APPROVAL LISTING %160 MPH EXP. C PREFORMED CONTROL JOINT'S FLANGE OF CONTROL JOINTS 1) BE WIRED TIED TO LATH at S' OG. MAX (VERT.A Nag, DO NOT FASTEN CONTROL JOINT TO ,,4LL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES V MAY LEE USED%SECU4 CCON11.1., JOINTO TEMP. DURING INSTALLATION —� FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY THIdC 3 COAT CEMENT PLASTER LIM LAYER 4, FORTIPIBER BILDNG PAPER APPROVED METAL LATH FASTENED an'(VERT.) OG. MAX AT SUPPORTS UM LAYER 1. STUCCO WRAP WOOD SHEAT14NO LATH SHALL BE CONTN)OW JOIN f.H JORNTD BUT BE STOPPED TWO AT EACH 641 PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX W TO A' ME 0 T'RI'� FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON LENERS FOR LATH To BE NAILS OOO—R i / StRUCtURAL STUD STAPLES IN CO'PLIANIM IW ASTM CW*3 r 2. WIRE TIES TO BE RHO. W 00418' CURE / 3. OLOCKNG SHOLN MAY 13E IN ADDITIO1y \ TO WALL STUDS REWIRED PER PLANzJ7 -- 7 / r OL PDLD NHYO . R. A OLPOLD.a - PT. A Y 01111A0 . R. e w 0111I . &4"MA PWIW J - toOl19 NX" ovetw ty! nXTtea w21 PA&M 41 rECM43CALLT PA6Tl1 N 041'MX. OL FOLD NIAIO . PT. A L dEAM . PT. e POLO w ® I.-NIMD.R.A L cTEAI[ . Pr. e 3, CNIAN. Pr.e 4, FOLD Pr.O OVIN Pr. e TALL PT. C TOUCHU SDrraM PAWN M 0 P..wePLANSE UTA,.Ia TqM GOAL. POLO, 2a um OR. COAT CEMENT 7 AMA N' 2 COAT e t.0114 A PAPER aWAM2 OLY) WIS LAYER I. STUCCO ~ mwm ONI.T) FAN9A MAP APPROVED BUILDING WIMP SHALL BE LAPPED A MINIMUM OR 6' a VERTICAL LAPS (ROLL ENDS) 4 •' HORIZONTAL LAPS. ALL SEAM NEED TO BE T-,, WTH FORTIBER SHEATHIN Jrrnatx•. LATH VERTICAL LAP TO BE P IT METAL LATH I URO LAYER -1. STUCCO uAUAP IWNE LAYER 7, 2'ORTIPUSER \BWLDING PAPER I 2 ecALe. I vr.r- P ® KICKOUT DETAIL AICK NO• E aR cMu RaR aulJ.RrJsee � \ �I WALL P•AM»Ha a L-=fLAGW)o(M AW \ t- 2AHTALL P)Drc,r P.Aei.O AT OOROI'1 Q IVOP ( eA1.L INrEPsecraw � T mGUAL over fEBO OR SIDE LAPS OF METAL PLASTER OASES SHALL OE SECURED TO FRAYMING MEMBERS. THEY SHALL BE TIED BETILEEN SUPPORTS wTN 0AD410-K (121-ARM) WIRE AT INTERVALS NOT MORE THAN S' (228-MMA AS PER ASTM CI06S 1.1111 FOR REPAIR OF TEARS IN UAUB LAYERS, TEARS MAY OC PATCHED W 40M U~ TAPE PER MAM P. SPM:C. OR PEEL 4 STICK WOOD 6TUC SIEANMG PAPER STUCCO APPROVED HOUSE U.RAP. PLASHSL^2, TO EXTEND ONTO IMP• I• Oft LESS, PIPE PMBNP.TRAnaN CUT AND OVERLAP ONE 610E OF DELP-ADHERING MIEMmR NE —� PLASHING STEP 01 C. 9 COAT CEMENT ER LATH 9M LAYER P. 6TUCCO U2UAP WOOD SHEATHING uTu i PAPCIa WOOD SHEATHING OR CMU WRES LAYER PI, STUCCO WRAP (FRAME ONLY) 1}' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) A6 REQUIRED TO SECURE PIPE) IERE TO FRAMMG 616'SELP-ADHE11ING MEMBRANE PLASHING (COMPATIBLE Uv HOUSE ~ MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED MCI" UPAP. ILdMHIMG TO EXTENID ONTO PIPE ���p ` CUT AND OVERLAP ONE SIDE OF 2 PLAS•IRG RING MEMBRANE STEP UPS LAYER P. STUCCO URAP 00 LAYER 4, PMPIOER OWLOMG PAPER METAL LATH 6'P6' SELF-ADFERMC MEMBRAME PLASHING OVER 4-x4- 6ELF-ADHERMG MEMORAM PLASHING OVER APPROVED HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE 4'P4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PLA6HIUNG TO [X1END ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOUSBRAP AIR INFILTRATION BARRIER OVER 6WEATHNG ELASTOMERIC COATNG OVER STUCCO/ C.V. PINION (SEE TYP WALL SECTION) SECTION PER SECTION R7y7 ESUrlor WIkE ArM PUaw c Exterior uae of poNeM cement plaster shall comply with the appllc flm wpuimmenls of ASTM C 92612A. Installation of extenar lathing and framhg shall canply with ASTM C 106312A. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER 51.1I1-DING PAPER) METAL LATH x—x—x—x STUCCO • w A rozzm//mm SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R*103.1.I / ASTM C-841-09, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 82750 PH: 407-774-6076 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003328 rr g� rD 3 � took 6 5 sumo a. Loan ABBOTT PARK LOT #12 BLK. #8 PMO"=T# 04181.000- 2081 MODRU 4EBB "1828-CALI" GA>teAale BVMG-. LEFT PALM WALL ASSEMBLY DETAILS 160 MPH EXP. C BACKER ROD BACKER ROD WRB LAYER M, STUCCO WRAP INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(W AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SFryJE-rs OF FLASHING TO BE, I. BOTTOM. 2. SIDES. 3_ TOP VENT CAP IS TO BE SET M BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER WOOD 84-EATWMG DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER MI, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'WICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'ClUICK FLASH' �A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO fi1CC/A "_4 rK=L.=I VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I �-ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLINCs ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM PR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARCsER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED NOUSEWRAP FOR BOX INSTALLATION tIIRB LAYER xl, STUCCO WRAP WOOD SHEATHit APPROVED WOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE D. FELT-PROVI, SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP *3 WOOD SHEATWMG LAYER -1, STUCCO WRAP LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD T/S' TEXTURED CONSTRUCTION f ^FINISH 0 WOOD FASTEN TO WOOD STRJCT RAL MEMBER • 1' O.C. MAX s' CMu K' TON MID -WALL WEEP xwcneD — A • < 0' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYNG V FINISH • MASONRY r7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING t MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WIRE, LAYER STEP *2 WRS LAYER fl, STUCCO WRAP APPLY 60 MIN RIWG SEMBRAN R GADE 'D' FELT FLAE MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED WOUSEWRAP UIRS LAYER $2, FORTIREIER BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774407E www.abdesigngroup.00m AA #: 0003325 >C 6 6 6 LABBOTT PARK LOT #12 BLK. #8 i 009-12081 MODZU 4EBB "1828-CALI" OARAOR sMMO: LEFT PAO1D WALL ASSEMBLY DETAILS %160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO I WOOD SHEATHING; SELF-ADHESIVE FLASHING - - - - - k 2 1/2' CORNER BEAD (FASTENER 4 SPACING * '1' O.G.) CMu % THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 74 r 46 �u susa:v. A LOT: ABBOTT PARK LOT #12 BLK. #8 Pnoamcs* 04181.000-12081 �[oam. 4EBB "1828-CALI" GAVAGM 8VMQ: LEFT PAOlh WALL ASSEMBLY DETAILS 160 MPH EXP. C T 1 W2 aP TO 10/15/20 ECAXM 1/4"=V-0" olvem WA3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING rlarcrlav v— BBEYDY UK= SHEATHMO URArIIR RESISTIVE BARRIER UEAh1ER RESISTW -2 BAMUER !(U_%1"Me SION2 / \ S -AD 6. ASHM S• SELF-ADHERMG IL,AMJMG f I WEATHER RESISTIVE STARTER STRIP / \ \\ \\ BARRIER 1 URATWER R �TWE BARRIER 12 on �\ y W SELF -ADHERING _ FLASHN3 TAL L GALV'D METAL � G Z• FLASHRIG an p70DTRIM MEMBER / U ODSTRMAMEMBER I \, SEAL GAP WYCAJLKNG OR APPROVED SEALANT 04 8 CA04Ya SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION WOOD TRICTION WOOD MIEATHMO WEATHER RESISTIVE BARRIER "1 UEATFER RESISTIVE M IBARRER WIN, OIND L \ HERNG BOARD I BATTEN /// pg, FSL'�F— WLF-SHM FERMf `\ v URATNER RE818TIVE FL4NG / STARTER STRIP \ \ BARRIER R WEATWTER RESISTIVE \ \ PLASWNG \ GALV'D METAL OALV'D METAL •2' FLASHMG W FLASHMG HARDE TRIM PER----' ELEVATION CAONfb / HARDIE TRIM PER I ELEVATION \ ` SEAL CLAP WYCAULKMG `1\ / OR APPRDVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdosigngroup.eom AA S: 0003326 1 Y -lid 111 c m a avmiv. a LOT: ABBOTT PARK LOT #12 BLK. #8 PMJWT/I 04181.000-12081 �[ODEmit 4EBB "1828-CALI" GARAGM swam: LEFT PAOM WALL ASSEMBLY DETAILS V.160 MPH EA. C 19 aP � 10/15/20 SCALD 1/4"=1'-0" sir WA4 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE `fit It '1/8' TEXTURED I t FINISH A WOOD I tt 1/2' TEXTURED t FINISH A CMU / tt METAL FASCIA tt WRAP Ye' FROM t STUCCO, I' FROM tt WOOD WALL t �t EXTERIOR WALL t (FRAME OR CMU) tt 1/6' TEXTURED FINISH • WOOD, 1/2' TEXTURED IF • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR cm WRB LAYER 01, x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER 42, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2x& sue eAND in ROOFING CEMENT x x x x x x x x x x x J x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT p /� I © L A N 5 ONLY. FOR WALL OFF I x1 SET OF COMPONENTS) \\\ NOTE: NOTCH FOR 2X6 t \\ SUB BAND ONLY \\\ tt \ -J;"M- ®ELEVAT [ON ®FLAN A ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH a /WOOD, 1/2' TEXTURED / FINISH 0 CMU -2x6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/V4'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL 0 WALL W,/KICK- OUT METAL FLASHING, WRAPPED MIN. V ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'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. )'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 11 N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407-774-6078 FAK 407-774-4078 wwwabdosigngroup.com AA M: 000332E 24 a 0 ro � sysniv. as LOT. ABBOTT PARK LOT #12 BLK. #8 MWJWT* 04181. 00-12081 ag0aZX& 4EBB "1828-CALI" QARAGZ swum: LEFT PAGO WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C aPUDIT 10/16/20 43CALl: 1/4"=1'-0" allu aT dV' A6 39'-8" 28'-W 3'4" 15'-10' 9'-6" 9'-8" '4" Y-6" 36'-2" F 0'-0" SLAB — 1 — — — — FM-12X12 FM-12X18 — m \ 4" CONC. `O w SLAB w \ 1%0- *.3112" J.a r \ EXTEND F1-12X18 1 `\ �\ 4" PVC \\` SLAB 1 1/2" 1.1 CHASE \ I. I TOP OF SLAB ix `\1 \ I' \ \\ w NI I V% I 1 L---- LE- ---- o — 1.1 I • $,-51/2" 4" 17'-8" 2'-8" S-0" 5 I 11 I m N Iw ILL O i EXTEND 1 2 SLAB 1112" ,., ----, 1., ,o FM-12X18 4" CONC.I law SLAB 34 -71/2' gI 2 LL —31 J O I FMC-12X18 — FM-12X18 v — — — — — FMC-12X18 — 4 L 1.i _ FM-12X18 _ _ _ _ 0 4 1.1 1.1 2'-8" 18'-0" 2'-8" 3'-10" 10'-2" 4,-4„ 14,-0" 21'4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-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 +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" 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 WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATES #5 BAR, MINDICATES #6 BAR,NNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 2,000 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED Y-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1 AXWIA OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x12 12" CONTINUOUS 12" - (j 's FM-12x18 12' CONTINUOUS IT - 2)#6s FM-16x18 18" CONTINUOUS 19, FMC-12x18 12" CONTINUOUS 16, - s #6 IN CURB VARIES - x a a' s s (-) „4- 1441 N. RONALD REAGAN 61 LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 O 6 6 14 $vaGm & LOT ABBOTT PARK LOT #12 BLK. #8 PROJECT 04181.006-12081 MODEIe 4EBB "1828-CAU" GARAGE $WINO: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C TI DATE:�10/15/20 8CALE: 1/4"=1'-0" $HEFT si 30" MIN. EACH WAY MONOLITHIC FOOTING r STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED rr—> 0 0: CELL SEE PLAN FOR SIZE ANDVL SPACING REQUIREMENTS CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m w GARAGE DOOR �w U aFMIt _RECESS wo i 8" CMU WALL O U " CMU WALL I , . t CORNER BARS, SAME SIZE AS LARGER BAR w Lu B" O - Z - r- 0'-0"+� ( IN FOUNDATION WITH 30" LEG EACH w = YO '�f J WAV AT ALL CHANGES IN DIRECTIONS TOP OF SLAB ILAS OF SLABMATCH I ,. r V' SO THAT THE STEEL REINF. IS CONTINUOUSTOP AMOUNT OF CONTINUOUS BARS CURBFOR EXT. PORCH SLABCHAMFER q SEE SLAB SCHEDULEM.. (1 STORY) EXT. PORCH SLAB ° SEE SLAB SCHEDULE TOP OF GARAGE I v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET '- I;p, AT ELEV: W/ 1l2'ISOLATION (WHERE CHAMFER (2STORV) W/ 1/2" ISOLATION 4"CHAMFER (,STORY) 1 . ° ` 6" CHAMFER (2STORY)>APPLICABLE) "`•-}}r--"• 0'-0"JOINT Z SCHEDULE JOINT (WHERE AppLICABLE )FOR _. Z_ EE SCHEDULE c WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING fxD, BAR SIZE WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AR QUANTITYAND BAR QUANTITY NUMBER OF BARS Ile.2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" n 2 @ GARAGE scALE:34"=''0" �� CORNER BARS DETAIL (D2D0q0QR OPENING SCALE: 3I4"=,'-0" LAP TOP PLATE A MIN. OF 4S' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w p 0. I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0_ SECURED W/ 2- PART 0_ SPACING. SINGLE BTM. PLATE 1/2"xB" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. WIFLANGE t� BASE a S EPDXY. MIN. EMBED ( TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO - 8", UNO PLATE PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY 4 Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. m = 0_ SPECIFICATIONS FOR N w BTM AND TOP PLATE ADDITIONAL METAL ( USE AND m ANCHORS W/ 10d x 1 ,l7' CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4" X 2 114" 1=- PREPARATION OF O v HOLE. COMMON NAILS FILL ALL N REQUIRED WHEN NO N UPLIFT IS PRESENT. TAPCONS w X HOLES, DO NOT USE 10d Lu LU o x 3" ¢ SEE SLAB SCHEDULE SEE SLAB SCHEDULE cc O}, 6 QQ- r 0 0'-0' ,QQ TOP OF SLAB • _ TOPr- OF SLAB .. �\..... 4" CHAMFER (I -STORY) +- • . 6" CHAMFER (2-STORY) a.�- —� ° _ EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 7INTERIOR SCALE: 3l4"=,'-0" (NO UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3/4"=,'-0" (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED 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 Z 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q " PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT, PLATE TO O Y PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ w AH 16" O/C STAGGERED. ADDITIONAL METAL U e a CONNECTORS NOT REQUIRED WHEN NO 0= (n O 8" CMU WALL UPLIFT IS PRESENT. M ? +- 0'-0" POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) _ .. TOP OF SLAB SEE SV+B SCHEDULE 2X WALL FRAMING IGROUTED SEE SLAB SCHEDULE 1/2"DIA. SIMPSON STB2 BOLTS 5" +- 0'-0. Z MINIMUM EMBEDMENT INTO TOP OF SLAB . n • "ISOLATED" COLUMN PAD CELL, 4" FROM ENDS AND •--.� . is CENTERED UNDER WALL AND L 16"O.C. VERTICALLY MAX � POURED MONOLITHICALLY WITH - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE . ^ . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY �, COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO WOOD WALL FOOTING AND COL. PADt1BLOCK WALL CONNECTION (D��LIN�TERI�ORFOUNDATION 4, (NO UPLIFT) 10 SCALE:34"=1'-0" 1 1 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774.4078 www.a bdealgngrou p.rom L AA #: 0003325 p�tipl rr� g� c kbk 6 ikko 6 aUBDIV. as IAT: ABBOTT PARK LOT #12 BLK. #8 PROJECT# 04181.000-12081 McDELt 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C CT AR NO 93M J DAATE,E, 10/15/20 SCALE: 1/4"=f-0" m*m= S1.1A DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 wwwAbdosigngroup.com L AA #: 0003326 q 7 kok 6 kbk 6R$ 6 4A ou x 0 aURDIV. & LOT ABBOTT PARK LOT #12 BLK. #8 PROJECT* 04181.000-12081 MODEL: 4EBB 101828-CALI" GARAGE BT#MG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C NT n TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM Q _ N .I ea 0. a 0 CLEAN OUT REQUIRED w FOR INSPECTION m 'jl 1110'-0" FIN. FUR. • TIE RTICAL REBAR . • 'a - TO HORIZONTAL REBAR W/10"HOOK BAR SIZE 48 BAR DIA. z m i 7U #4 24" U #5 30" #6 1. #7 42" HORIZONTAUVERTICAL REINFORCING 0 _ SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z sa o� U a 010 M 7-o"o,c -0" TOP OF SLAB < TOP OF SLAB SEE SLAB SCHEDULE Z Lu BAR SIZE 48 a- DIA. 4" CHAMFER (I -STORY ) - ° < 6" CHAMFER (2-STORY) #3 18" U Z MATCH STEEL #5 30' REINFORCEMENT PER SCHEDULE � � 6" PVC CHASE THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE:3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL #5 BARS FEII 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-774-4078 www.abdaalgngroup.com AA N: 0003325 fa J c o 0 C aVBDIV. & LOT ABBOTT PARK LOT #12 BLK. #8 PROJECT# 04181.000-12081 MODELa 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH W. C II OCT D :ATZ'' 10/15/20 SCALE: 1/4"=1'-0" aI3EET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 WI (14)10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RZZZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH/ T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P31) IZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT r'�w SAFPLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 47am en2m I VI4a 1 4r20,0e 1 er"w �� i820e TYPE LENGTH SUS8F8 RCLW TYPE LENGTH e1tl.tr erssr I anaa IIna+r r".Zr er'mar r34tr w2w erne-tr raw aaatr NNW Yd (42') PRECAST 2287 3'd (42') PRECAST 102E 1024 1888 X-r (42') PRECAST Iw 2m 4w wa "m 001 7w ,w 2w ON31M ae" 4w ew etm 70" 4'd (48n PRECAST i888 110 (48') PRECAST 766 783 1309 {'d (48') PRECAST 1w 220E 3w 3"3 4m em ew Iw mee 3w 3w 4em am am 4'd (54') PRECAST /6y8 4'd (64-) PRECAST 682 591 1073 4'd (64') PRECAST tm mM 2m 337/ 4w 4711 sm tw 2M ern 32n 4W 4711 IM S4- (041 PRECAST 1217 U4' (841) PRECAST 411 411 745 S4- (64') PRECAST tote 17, nm 2w aw wI 4w 1010 Me 2M 2M ew w1 4M2 V-10- P0-) PRECAST 1082 S-1S (70-) PRECAST 340 339 618 V-10' (70") PRECAST w fen 2w 3IM am 4/71 w tea mm 2w 3107 3w 4t" 94P (78-) PRECAST Ioe ad (M PRECAST 507 721 400 Sd (7V) PRECAST w t 2m mt w Iw tw mm 2rm rd (9tM PRECAST 74s rd (40'9 PRECAST 424 634 3&9 Td (90') PREGBT m rn 12M tm m7e "m S4- (1127 PRECAST S'4- (112� PRECAST 328 612 23D $4' (112") PRECASTw In 17 4a1 /N M1 w fate 1w 131etad (12n PRECAST 475 1Sd (12B) PRECAST 284 401 1SD 10'd (12" PRECASTw en eM t t4" vlolowrs w w „ee 14n Im 11'4- (IW) PRECAST 302 tt'4- (138') PRECAST 200 452 154 11'4- (138n PRECAST 474 e" w tm7 +n 4" e07 ten I M 1Td (144') PRECAST 887 1Yd (1M� PRECAST 244 402 197 170' (144� PRECAST 4m 4e3 rm w 11 Im w w 1202 1 13'4' (1W) PRECAST 2I8 174' (180D PRECAST 217 374 110 13'4- (180") PRECAST 41e w 0a 7e3 w I Im 4m 4m 7m IM 141 lea 1Bd (Ills') PRECAST 278 14'L- (16n PRECAST 205 293 100 IN-T (18" PRECAST 3" w w 7M w t Ism M0 4m m 1"2 1 t fea 14'd (17SD PPE8TR�8ED N,0. 14'0 (17SD PRESTRESSED NR 264 81 14'd (178) PRESTRESSED w w w 612 m m 1131 2N w w w i Mt 17" 194' (184� PRESTREBBED N.R /8'4- (184-) PRENTRIMED N.R. 2W 83 iS4- (184') PREBiR m gas m w w eM mSID w lee W1 tw /w ir4- (208-) PRESTRESSEDRR 'r4- Wn PREST D N.R 194 84 ir4- (20e') PRESTRESSED to tes w w 4" w e2+ 7M w I 7m tat en 14n ir4- (2m PREBTRE8BED NR 18'4- W21 PRE N.R. 148 62 1" Mn PRESTRESSED IN IN w 2p me 4n 4a m M "+ "7 7Q t2V 21'4' (268') PRESTRESSED NR 21'4' (288') PASSED N.R. 128 42 21'4' PM PRESTRESSED1M 2" m7 w w w w 22'd (2841 PRESTRESSED NA 118 40 WO (284') PRESTRESSED 142 137 ms m as w w w !1! m 4e2 w w 1041 em 22'-0' (284� PRESTRESSED N.R 137 1" 2m t7e w W? aM w ate w 4m w IS 4a Nor Mn PRESTRESSED N.R. 3V-W (288'7 PRESTRESSED N.R. St 39 W-W M" PRESTRESSED 124 m2 31e 416 w m m --_ -_ 17D --__ 2B0 4m w M4 1w - im2 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2D16 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE •ALL PRECAST PRODUCT'S ARE TO BE INSTALLED PER MANUFACTURES SPECIFMATKM -PROVIDE M88MUM C OF BEARING PAST EACH 8DE OF WINDOW OPENL 0 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 lOml00©0�1 O101�Omm�l 000voo0� oo®mmm �m�0�100 oo��om�i mmm���v, i�m0l0lmQ.�@ 'O�m0�m0 ommao IOD®!0©!00 iommoo oommomo oomm000 oom0moo .(O(O(D�m00 10000�� '1010100m�0 L---w----- I ww--------/ LIFT BEAM PLAN SCALE: 1/4" = l'-O" 1441. N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdetslgngroup.com AA 111: 000332E - -- J h aaj Ei G1 �a GI o c KGs 6 auolxv. a IAT: ABBOTT PARK LOT #12 BLK" #8 PROJECT# 4181.000-12081 MODEIA 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C A All l� DRINT ton "I APS: 10/1 SCALE: 1/4"=1--0" WKEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" �G 0114 PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 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, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. T I�WIDTH F = FILLED W/ GROUT U =UNFILLED L///# OF #5'S, IN 2ND BOND / BEAM COURSE s��a 16-1T/1M/ B pe o NOMINAL—� 0 Qp' HEIGHT It OF #VS, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1TflM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- 1TIOW08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST•31f4" WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE:1 112"=r-0" BOND BEAM BOND TYP. 8"xl6" BOND BEAM BX16 DBL. BOND TOP OF BOND BEAM BEAM W/ (1) #5'0Fp.PEN.1NGA EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BARIBOND,. ,; BOND BEAM GROUT SOLID FRLINTEL TO TOP OBEAM, IF FILLED 8x8 PRE -CAST C LINTEL W/ (1) #5 LENGTH OF BAR OF MASONRY ORE"'NG-2•'BEAM DESIGNATION ORn8x8 PRE -CAST CE LINTEL, W/O STEEFERTO PLAN FOR LO rno . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 11418" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT. 2x6 (MIN 2 X 3) 23116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4'1 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END EMBEDMENT 6" OSB SHEATHING IU WALL ARCHWAY FRAMING DETAILS 5 SINGLE #5 CORNER Il � 14 BAR, 30x30 TURNED, OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF, OF AT EACH SIDE BOND. BEAM OF ELEVATION CHANGE CHANGEIN 7 ELEVATION OF BOND BEAM d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 g 4 ii L i.. BtmDm de LOT ABBOTT PARK LOT #12 BLK. #8 PROJECT( 04181.000-12081 MODRU 4EBB "1828-CALI" GARAGE BWU40: LEFT PAGE: DETAILS 160 MPH XP. C DA�l'E: 10/15/20 BCA=: 1/4"=1'-0" BFiEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1P2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HOG 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE. SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTEDOTHERWISE TRUSS MANUFACTURER! ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 1( d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ1 n J7—7r--n-- -, — iI— CJt l u I c CJ3 x II n n x x n n n x n n 1C a II. a CJ3 ATTACH 4u0" LONG 2X SCAB TO t A CJ5 = p x n p p TRUSS W/ 10d NAILS @ 6" O.C. n I p p =aazs CJ5 (4" FROM EA, END) 1A 1A 1 A14G i I�aae:=6 .1 A�a=ate= =a=ea a �a�m sammas �_�_ � U A to y/ �Q 1A U O JQ ? mma: m=aa a ma® a Z U ¢� o0 a = PREf 713�ROOF = owoo.amw �� ==mom:dam d.•�= = yl: to uea�s=ms 1A kU O 04 U I I I I I I a o 0 U AtA� 1 1 I f fiI I 2z"x4„ate =—_® - — - ATTIC I O U mQ I I I I I I o N vz CJ m All A13 1A 1A A15 rlA 3.1 s a QY= 3.1 /A16 7 B 7 8 FRAMING PLAN SCALE: 1/4" = V-0" Ii N. RONALD REAGAN BL LONGWOOD, FL32750 PH:407.7748078 FAX: 407.7744078 www.abdeslgngroup.com AA #: 0003325 �a h t Z iS 6 14 14 c pL •+ fA tMDIV. & LOTBBOTT PARK LOT #12 BLK. #8 PROJECTI� 04181.000-12081 MODEL- 4EBB "1828-CALI" GARAGE BWIMG: LEFT PAGE: FRAMING PLAN V. 160 MPH EXP. C IF ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE mmm"'Ill @ 24" 0/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT ON (9)10d x 1 4" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 1 Od T HTSM20 W/1010d TO 842) SIMPSON HETAt6 TRUSS ANCHOR WITH ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4)1/4" x 2 V4" SHEATHING d x 1 NAILS TO TRUSS x 1 NAILS TO x MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, i EACH SIDE WRAPS UP AND DBL S , GIRDER. R GIRDER: PROVIDE 5" W18" W/ tOd NAILS, 2 ROWS, 3" NAILS, CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETAt6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL TO ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)114" x 2 i/4" )114" x 2 TITEN 2 N HOR ANCHORS CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4)1. x 5" TITEN Hp TO CMU AND (12) SDS CONT LINTEL 2x SECURED W/ (3)16d }' x 2 J" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD 8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, tx2, 2x WOOD FASCIA (2) }' x 5" TITEN HO TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W! (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) J' x 5"TITEN HD TO CMU AND (18) SOS" x 3" lx2 SECURED WI 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN, B ALLOWABLE UPLIFT = U:2365 LBS, 1-:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT=U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR I 1b 1c SCALE: 4'='-9' TYPICAL ROOF 3 GIRDER CONNECTOR(S) 322a(2ib)( F SCALE:34"=1'-0" GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN 314" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dxl/2 HOG NAILS V-0" TO 30'-0" (1) "X" BRACE SEAMS) @ EACH END. TOTAL OF 10 W-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE PER V TI (1) "X" BRACE @ CENTER TO BLK W/ 112" DIA. FLOOR DIVIDED EQUALLY ANCHOR BOLT WtIG CENTER 77 GIRDER 6'-0"MAX /1X4 (W ) FROM TO-ENDCE WASHER SET IN HIGH I2R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" �` SEE ARCHITECTURAL MIN. EMBED. AT 32" OC R ELEVATION ix4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 G FLOOR TRUSS P.T. PLATE W112d's 8" O.C. MAX 5/8" GYPSUM 5ffi" GYPSUM BOARD OR V2"HIGH BRACING, SEE STIFFBACK (AS PER TRUSS ENG) STRENGTH Cl-G. BOARD .PLAN FOR LOCATION CONT. 2x4 SECURED W/ � V MAY NOT BE (2) 10d's @EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) >d iRv d 1— REQUIRED TO BE INSTALLED @ 16d TOENAILS DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7"EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1ST NAILS TO POST., BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL BD. ix4 BTM. CHORD BRACING 6'-O" O/C END WALL OR OTHER a "" MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ° • f . a 10-0- O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN 4 COMMON NAILS AT EACH CHORD pp BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 7 PRE-ENGD TRUSS SCALE: 3/4"=1'-0' POST CONNECTIONS V SCALE:34"=1'-0" JGIRDER/WOOD FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE `* SCALE:3/4"=V-0" (NO UPLIFT) NOTCH DEPTH 1/4"D HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5"D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" 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 HiOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING ALTERNATE MATERIALS 0 AND BORING LIMITS SCALE:314"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwmbdesigngroup.com L AA #: 0003326 A m $tmDIV. at LOT ABBOTT PARK LOT #12 BLK. #8 PROJECT# 04181.000-12081 MODEL. 4EBB "1828—CALI" GARAGE 91WING: LEFT PAGE: DETAILS 160 MPH W. C VJ DATE• 10/15/20 SCALE: 1/4"=1'-0" SHEET s3.1A a (2) 2X4 No.2 SYP DIAG. BRACE W/ (3)12d @ E" TRUSS(DIAG. BRACE COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)'X" BR 30'-i" TO 60'-0 (3) "X" BF (1) "X" BRACE @ CENT[ (2) X' BRACE DIVIDED FROM CENTER TO ENE 2x4 BLOCKING BETWEEN TRUSSES WHERE XBRACING IS PRESENT AT PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. IN I 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4"=V-a' VTCR SPACING (1) AT EA AND 6'-W O PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS V-G" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) G 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's B" O.C. MAX , CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's 1@ EACH -0 TRUSS TO BE INSTALLED 0 10'" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-774 4078 www.abdesigngroup.com AA #: 0003325 � Y y 4 a 8tmDm ac LoTil ABBOTT PARK LOT #12 BLK. #8 PROJECT# 04181.000-12081 MOaEr� 4EBB "1828—CALI" GARAGE 911IIP7G: LEFT PAGE: DETAILS 160 MPH EXP. C OCT D F-1ppjNT 'I ATLI 10/15/20 aCALM 1/4"=1'-0" 811MET S3.1B v v • GABLE -ENO �•�'� HIP ROOF L n ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE77— ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67,16 PSF (77.16) "A"= 4'-V END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX. EXT. PLYWOOD, WITH 8d RING SHANK GUN. NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SWANK, 21/2" 0.120" 170,000 IN i6-2RINGS SCREW SHANK I ER NCH) SKI SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW.AILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAILS, TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS RnnP sucerulNr —�`\ EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. nTmu z o 0 3 In U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING 8d RING SHANK GUN NAILS @ 4" Q.C. FOR GABLE END FRAMING TOP & BOTTOM EDGES (� rn J Z L L C 0 L 8d RING SHANK GUN NAILS Z 6" O.C. IN FIELD a d (n Z Q z IrYP.EXT.SHE_AIIIHtNGATTACHM TO BE STRUCTURAL GRADE L U, 0 D V W @ ZY ? DO = U Z Qtj Q m 0 Z. Q e Z cii10 zZ ¢ L Z Y N N W @ C c Q L U Bd RING SHANK GUN NAILS a 12" O.C. IN fD N U Q V FIELD or 8d x 2 1/2" SCREW SHANK U) O PNEUMATIC SCREW -NAILS @ 12" 0.8,.jN Z w <o FIELD Co Co Z a J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 318-14'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 ATSI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL AGGREGATE USED IN CONCRETE SRALL CONFORM TO ASTMC33 MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD. NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31r.. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS4W-GROUNDINHERE INDICATED ON CRIPPLERS. SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD = 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0 25 PCF OF A BORATE PRESERVATIVE TREATMENT' DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 00 NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6m EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WERE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-O' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND $HALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL 0E HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: Wl 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 'TPI/WTCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 26" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non -concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO 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 A58.1-1982. 16 ptf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. BTM CHORD 5 p 0 1 5 p sf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpsf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING FBCSPER2017) (ASCE (FBC EXPOSURE C, RISK CATEGORY IO INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT7AO LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: ATTIC UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: WITH BALCONIES (EXTERIOR) 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 NOTIFIED TO THE : 40 AND DECKS: 40psf, GUARDS AND HANDRAILS: 200Dsf, GUARD INfILL COMPONENTS: 50pef, PASSENGER NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 60psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY 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-90GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 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 ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S"MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 289AY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ION STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,0DO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SIAS. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH FNSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5° 4-PRIORTO THE ADDITION OF PLASTICIZER. BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, CONCRETE SHALL COMPLYWITHALL THE REQUIREMENTS OF ACI 301 AND ASTM C940R MEASURING, MIXING, TRANSPORTING, ETC ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHENWATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED.90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): 8, FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER i-id' FOR 05 AND SMALLER T FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS WIT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLI-1- SDE TYPE SPACING REMAPKS APPLICATION 912E TYPE SPACING IE.- 1MPTFURRINGTO CASEHARDENEDCOIL S, O,C -GE 0O BUCK 111DIA. TAPCON MASONRY S„wC t- EMBED., V END UIST., NEXT.000RS NAIL I - LONG. T. NO"WO FASTENER BUD.AAL CABS ARENED.- 9"O/C WMJDOWICCOR/PASTENED ---E OODRI BUCK .R EXPANSION BOLT TA"WC q, EM3ED,�END OI3T., 1x PT, SEE NOTE -111-L... STAGGERED INTO MA80NRYICO.NC. TO MAS 1-00NC, WASHER 3^EDGE DIET WINGOWBUCK CABE—..EDCAIL 8'OIC WINDOWIOOOWFAETENEI —E—TO CONTACT THIS ENGINEER FOR SPACING I- Pr, SEE NOTE6 NAI1, I W'LONG. STAGGERED INTO MASONRY/CONC. MASONRYI—C. REQUIREMENTS EXT. SW MG DOOR (213I1E'DN, 'TAPCON' 18'OIC itt2'EMSEU. e"ENp. NON-SEARINGWODD tR" EXPANSbN 1"EMS E0. I- END 16°O'C BUCK]x Pr, SEE NOTE E NO WASHER FASTFEIR DIST.,11Y1'EDCE DIET. WALL TO CONC. SLAG W/WASHER BOLT DIST.. 3"EDGE DIET. a PT WINDOW BUCK 0.13E° PAFx2 i/S" 9°OIC PT TO STEEL COL, SEE.­ f ENU. pIST.,t tlL' NOTED STAGGEPED EDGE DIET, I. 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 RE HAND FRAMED 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 EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED All TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www,abdesigngroup.com AA #: 0003325 j61 C BVHDIv & LOT: ABBOTT PARK LOT #12 BLK. #8 PROJECT# 04181.000-12081 MODEU 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C rA' 10 15 DATE. 20 / / SCALE: 1/4"=1'-0" ET s N1 2-1 gin}�E �^' lr6 oal� I`i,A bt- -7qµ 0