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Home My WebLink About7771 Davie Ray Drb- 16. 9! 0 99 10172-4EAB-ARI--A HONES 12602 TELECOM CORIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Pax: (813) 740-9715 COMPLY WITH PR ALLWORKSHALL CODE, S FLORIDp'gU1LDING CODE ELECTRIC CODE, NAT10 HE CITY OF ZEPHYRHILLS p,ND ORDINp,NCES MAR 3 0 2070 REVIEW DATE CITY E ZMINERHI pLAN XA • 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 MMMW CW& 1+ Mg Epp (7) -AM1 , ,�, ,� •OCCUPANCY - REMDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN. DITERIOR FMISH - CLASS B •BASIC WIND SPEED - Vult=160 MPH Volta=124 MPH �� _ •2-STORY RESIDENCE - MAX. EUGHT AS PER IACAL AND STATE CODES ABV. A/C ADI. AM AMP. BD. CAR CLG. CLR CONC. CPT. C.T. D. DBL. D.G. DIAL DLGP. D U.SRM. DT . D.w. EA. ELEV. EQ. EXIT FXT. F.G. F.G.. FIN. FLR. FLUOR FTGDR GA. GAR DISP. G.F.I. GL. GYP. BD. HE. H.C. HDR HOT. HT M. ABOVE AIR CONDITIONING ALTER ATE ALTERNATE AMPERAGE BGARD CASBINETNTERL CEILING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL DIIAMETER GLAZED DISPOSAL DIMENSION DEEP D DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED CLASS FUEL GA FINISH FLOOR FLUORESCENT FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER IHEIGHT NSULATION INTERIOR LAV. LUMMC. M.C. MIN. MIN M.T. M7L. N.T.S. O.C. PL P.B. PH. PLY. PcvwD. PFL PT. RAD. x REP' O. S.C. S.D. S.H. SHT. SHTHG. SHWR S SL. S .S L. STD.L sws TEMP. THK. T.O.C. T.O.P. T.OP. Ty U.N.O. V.P. W. WD. WOW. wIi W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD METALTFD NOT TO SCALE ONCFNTER02M/M PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED �T,S REFERTORRR REFRIGERATOR ROOM ROUGHOPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SSIMILARPG LIDING STANDARD SLIDING GLASS SWALL TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE GP OF S TYPICCALAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION OLMSAS Co.g IUD ARCHITECTURAL SHEET DESCRIPTION pl/g/b 2011 FBG UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG AZ —FLOOR PLAN PG A2C-ELEVATIONS "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml —MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WAL1 ASSEMBLY DETAILS pVMIB =6 WE 04J" FOOTNG REVISION PER M. ESOUIES PLAN MANTENAICE 0 119 REVISED LINTEL SIZE AT FRONT ENTRY DOOR ft4M ADDED LED LK*n s IOTCIBI 4 BATWROOM PER MARK SOM pTrsan3 ADDED BTQE OPTION EIEVATION6 'C' t 'D' M3M ADDED OPT. V-o'CEILMWiSNT OMM REPLACE UBP CCM4ECTOPO OATH 8tlw-CN C N ECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.'S LNIM 1.612 FT. GAI¢ore 432 SaFT. ENTRY 38 $a FT. LMW TOTAL 2$38 $Gi FT STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG 91.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.113—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER R ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SLR') 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. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. I L N. RONALD REAGANE LONGWOOD, FL32750 PH: 407-774.6078 AA #: W � i c tu W�8 Ips tMDIV. ac LOTBBOTT PARK LOT #35 BLK #9 OJECT* 04181.000-35091 WODEL 4EAB "1672-ARIA" GARAGE BWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C 20' GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (20M. 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. STTE 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, OWSITE 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 CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANWOR BUILDING SITE 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 STABIUTY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES MCI 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 R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/NCH 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 WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT 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." TNIIBER 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 ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" 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. I. 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. EXTEROR WALL coNOtlNGS 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER 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 -11A AND R703.7. F&tE RESISTANT COHSTRUMON 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. WERM CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS 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. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA 6: 0003326 1; R° a i U 7B m arg StmDly. dg LOT: ABBOTT PARK LOT #35 BLK #9 PROJECT* 04181.000-35091 MODEIi 4EAB "1672-ARIA" GARAGE 81FMG, RIGHT PAGE' GENERAL NOTES 160 MPH EXP. C A ABOUNAI M AR NO 93723 rpRTNDATE: 3/14/20 SCALE: 1/4"=1'-O" SKEET GN (2) 3052-614 (2) 3052-SW Le e��rnn oD D o101 o loUommID— I — —' 11 II /1sumv_v 1' 19' CIA - - - - a G o Q - - - •• .� ' m a - - - 1- 41111'o' �� 0�16 IvIIX,o SQ.FT. CAM'S LIVWA 1,672 SQ. FT. GARAGE 432 SQ.FT. ENTRY 38 SQ. FT. LANAI 96 SQ. FT. TOTAL 2,238 SQ. FT, 0011POIBRAIDa A=M=LOADS Bla c MO BrO M ROR a MMD OUBD) OPB�Im AIDTTPE 8QIgE POMADE WE OWHVMC#A MUM MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWNG 18 5 33/-43 DR. MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA "10 OFLD. 112 5 1 282/-315 BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = d: 0.18 BLDG. CAT.=H, EXP.=C, MEAN ROOF HT. = IT-O" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMMAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CNMDATEOYM C D15L. TOP PLATE 0 M ,BAR DETAIL BCALE:IR'"1'-0' DTL. (,)ARCH SCALE: 1/2 " P-0' FLOOR PLAN SCALE: 1/4' " I'-0' NOTE! -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITHSITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIOIESB, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) TWICK OR 20-MINUTE PIPE -RATED DOORS. 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774-4078 wwwabdesigngroup.com AA N: 0003325 II oil, Ip BUDDIV. aLoT: BBOTT PARK LOT #35 BLK. #9 ROJECTSµ 04181.000-35091 MODE1. 4EAB "1672-ARIA" GARAGE 891II:TG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. PiT 2 112' DA'M. 3/14120 SCALE 1/4"=1'—O" SKEET Al - IIII ��IIII 1 '.■ .IIII _■ IIII FRONT SCALE. 1/4 - I'-C* TEXTURED FINISH NOTE. WALL -a OFF RIDGE VENT BLDG. W.T. SHINGLE ROOF W RAISED BAND 4' RAISED BAND -m• OPT. COACH LIGHT OFF RIDGE VENT AREAOF ATTIC 2235 SCL Fr. NET FREE VE?MLATION AREA REOURED = 2/300 REQIAREDVENTILATION AREA = 2235/300 = 7.45 VENTIIATION AREA X SO, INCHES PER FT.(144) 1072.8 SO, IN. MN.REQUREOVEMRATION = .5X Ims IN UPPER PORTION OF ATTIC - 535.4 SCL IN. OFF RIDGEVENDIATION AREA - 215 SO. IN. PEF 536.4 /125 TOTALROF VENTS REQUIRED = 4.66435 TOTAL* OF VENTS PROVIDED - 5 'AREA OF ATNC IS THE PERINITER OF THE HOUSE, LESS THE OVERHANG (E)TERIOR OF WALL TO EXTERIOR OF "4 NO OVERHANGS INCLUDED) 8'-O' BRIG. HGT _ 0'-0' FIN. FLFP-A OFF FUDGE VENT \ I 6 IM 11 NFE ME LoLill v REAR ELEVATION SCALE: 1/4 - 1'-0' TEXTURED FINISH I I u0 iQ II m II R_------------ - _------------_-___-_-_ - - - - LEFT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. I-GT* 1• 1— I a6 IIM - I I 0-0' FI�--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 I el - RIGHT ELEVATION SCALE: 1/4 " P-0' TEXTURED FINISH 0'-0PIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774E078 FAX 407-7744078 wwwabdesigngroup.00m AA N: 0003325 E W d r L p !;40n p ■ Stmnl[V. & LOT ABBOTT PARK LOT #35 BLK #9 PitoJECT# 04181.000-35091 TIto1DETLc 4EAB "1672—ARIA" CARTAGE OWING: RIGHT PAGE: ELEVATIONS "C" 160 MPH EXP. C �2Q A NO Dw =MT 3/14/20 SCAiam 1/4"=1'-0" T HmmT A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e D&V OVILET m ANT I N' LS POLE Ilov ouTLET IIOV CunxT VJ OF OURET Nm TO SIOWN �6N 'WV OUTLET NOISPED WIRD FAILI NilRPla RAPPERIW 111110ISTANt lYPE7 220V OUTLET (4)SEAE CDIIfGnm Cupfl OOuunxr N •ITT SWITCH SWTCM 3-WAY OPER 64 SWTCM 4-SYY OPER e uaLL NDIFnm LISMT CEILN6 L15NT © LED CLG LIGMT LED ©V° PROW L�WMT O vP VAPOR PROOF LWM OQ mommeem CAN eVEK. PAN Icm MR em'T. "4• IW.IGNf IanFaeao.n. V ff Pxnsa rsPtcs TDD By YSI" LD WtAP ® ARMIND PLUOPEGCeW s • . A102I AR01/D CSUPPALE I•NTJ >� 2' PWDPENG" 4= RJIOIERCS"' C 4' TRACK 1. 0 PANEL � rErER sTna DIrlCrat � �+O-LSD. 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AND '1f LlfirfSW 19IST IE WER2Y ERC®Af TYPE PER F--------------- CEILINCs. PRE41IRED I I 6'-4' MT'D. LKaHT CLG FAN �`.` I TO BE '� I I I OWN IRQSTALLED, PROVIDE SER'S U-Box FOR C•, •J \ I I OPT. FAN —4—CL / Nt z / PRE -WIRED CLG FAN HOOD 1101RE W/ / D. OUTLET FOR GFt \ TIRE MICRO. RE-CLG FAN ; �� SWITCH INLLLI��\,g, CABINET i 1 WAX I \\\ _ GREAT ROOM >I�TCBEN 1 / -----J GFI \1 I I 0. BAT BDRM.#3 LL_ \\ rj. PRE-WIRED \1 CLG FAN 1AUN I I I I O 1 1 1 \ P8. FOR DOORz--- 1 r y)r-•rGARAGE ; L \ \ \\ WALL MOUNTED \ BOLLARD AS REEL PER B•DG% 1-16.14T W/SWITCH IN �\ CODE ATTIC — 1 FOYER KEYLESO 1 FIXTURE / • S.D. / GFI CLG. OUTLET t BDRM.#2 Cam% Pa FOR — — OWD 7 C14IMEb. yGAR&G 1 \I OUTLET a 48' Ar- GPI PRE -WIRED / CLG FAN / 1 ENTRY -------------- OPT. COACH _ �--------�� LICaHT ELECTRICAL PLAN SCALE: 1/4' • P-0' METER FIELD VERIFY LOC. I I I I i L I I = I LED LIGHTING Cam? SINGLE LAV. • BATH n I I I � I I _ I I L I I I i a I I m I I I I L I l LED LIGHTING ® DOUBLE LAV. 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PROVIDE ! 4 COPPER (L21) N CONCIETE ENCASED FOOTERt &TEFL PW 1-1/2" VIA SC4EDIY.E 90 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OP THE tOGRktH 2AS ALL"*AJ T CAL) N 2" VIA WJ40 LE &o PVC CODWT WA MS SERVICE IS PRCNDED 6Y T7•E ELECTRIC CO1•ANY. COORDINATE WTN THE OACTRC F...A x & FT LONG COPPER CLAD GROUND ROD C"ANY PRIOR TO IUD. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PR 407-774.6078 FAX 407-7744078 wwwAbdesigngroup.eom AA F: 0003325 a lu a Elio w x Q SLTSDIV. 4k L.07 IIII ABBOTT PARK LOT #35 BLK. #9 PROJECT* 04181.000-35091 >tI[oaEi: 4EAB "1672- ARIA" GARAGE 8WtNG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C Dw1IM 3/14/20 9CAL.E: 1/4"=1'-O" 88EET E1 I IIE I I I II I I I v II I I ill • I • m II I I I II I I II I I II I I I � - T I��III zi I I u 36'x60' L V. 67 NU2 PAN — — — — — — — O2' V.TR 1/2. 2• r � — — KITCN£N UP "'ClSINK 1/2' AUTO VENT AV. 1 �� I , 2' V.T.R. 2. �1 1/2, �l2 --- � I TUB r�-I 1/2' I ! --- - - I I 1V2 LAv 1 � V2' WC. '<-I I 2.1 Y-----7 I �. 2' 1/2' 11 I v2'� 3 r• 3' l � Ur ' I UIASFER I 3• I LAY. V I LAV. --- 3 2. TO MAIN 3 3' 4' PLUMBING RISER PLUMBING PLAN SCALE: 1/4 a 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.•bd•signgroup.com AA /: 0003325 J QJ yYO,, e I !;44 fA sxmDiN dBBOTT PARK LOT #35 BLK. #9 PROJECTOP 04181.000-35091 MODEL: 4EAB "1672-ARIA" GARAGE SIFMG: RIGHT PAGE: PLUMBING PLAN 160 MP EXP. C 2 DA E: 3/14/20 SCALE: 1/4"=1'-0" 8NEW= P1 14 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATM ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 0 CLASS I AIR DUCT AS PER NFPA WA 2-3.I 4. PPESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. PROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 844ALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER FBC 6TH EDITION (201T) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL. AIR EXHAUSTED. 5. ALL FIRE RATED CEILINGS AND WALLS ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH EDITION (20P) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITHBALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC 1010 - EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN AFROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W'12A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LME" SUPPLY TRWK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LK+HT O/A OUTSIDE AIR ® THERMOSTAT E D PASS-THRJI AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A672' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) MSXI 1/4' S.M. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAW 3/4' DIA OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR C0MTEROLW BRONZE FL. PL OR WALL C.O. PLUG �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 • P-0 ■ 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 wwwzbdesigngroup.com AA M: 0003325 J a � V b O Z J Zl O J 4 O SUB113M Ae L>,T ABBOTT PARK LOT #35 BLK. #9 P1moJECT# 04181.000-35091 II[ODEL 4EAB 1672- ARIA" GARAGE BVING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C nnvr DP 3/14/20 SCALE: 1/4"=1'—O" SHEET M1 gg 2X4 TOP PLATE Pi-aN Y PRE-FAB TRUSS V2' CL.G. BOARD I*- DRYWALL T')Y SECURE BT. — PLATE TO SLAB W/ IOd MASONRY NAIL • 3Y OZ. MAX FIN. FUR 2X4 WOOD STUDS •24. OG NOTE: *TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (a:)TYP. INT. WALL (NON- BRG. ) D1 SCALE: 9/4'.I'-V' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW J.1 ON J' OZB. SHEATHING OR p CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON OAJ8. SHEATHING OR �' CDX PLYWOOD ��' GYPSUM DO SECURED PER OR 1/2' HIGH FASTENER SCHEDULE STRENGTH CLG. BOARD STRUCTURAL SEE ENERGY CODE FORMS 11.1 PRE-ENG TRIM INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION MTL DRIP EDGE T 2x FASCIA PER CA. .:� ELEVATIONS R-4J INSULATION VENTED SOFFIT WINDOW ATTACFMENT I� AS TIRES SPECIFICATIONS�—� 1 r REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' THICK 2 COAT PORTLAND g• cm CEMENT PLASTER APPLIED I!1' GYP. WI BD.�� DIRECTLY TO MASONRY WOOD BASE \. 0'-0' FIN. FLR _ _ �, 0'-0' FN. FLR a . a 4 W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 5 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'.I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER CU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 615'1 msfsv (I)GAS LINE THRU BLACK e�.0 VY.T P MEW I - :� FlepgIGT Yom aw.v. e.--• `OVlIrl.OD Done ArFICVAL VOM DT TIP �L7C P M 1wr on4m PA67900 TO popom TR"Xammici e w rnoou= AFFOROVAL le!& s GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-V' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER G30 FELT PAPER OR PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, INSTALLED PER SECTION FIBERGLASS SHINGLES R905J.1 ON I}' 0J5B. OVER W FELT PAPER OR SHEATF/JG OR I' CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE F. R905JJ ON J' O.S.M. I STIFFBACK AT ALL UPRIGHTS SHEATHING OR j' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER 1'-0' FASTENER 80HEDU E PRE-�O WD. TRUSS MTL. DRIP EDGE TYP. TYP. MTL. DRIP EDGE O.N. ON. 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS If ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS WEEP SCREED JPER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HICC>w STRENGTH O-& BOARD 2x DETAILS R-4J I.BULATION V!' THICK, 2 COAT WINDOW ATTACFMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK 2 COAT 1/2' GYP. ILL. DD. PORTLAND CEMENT ' CMU . . PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0' FN. FLR 0'-0' FN. FLR 8' cm a 4 n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING /'6 1-STORY GABLE BLOCK WALL D1 SCALE. 8/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngmp.eom AA I: 0003325 i^. 94 lz i o S aUDDIV & LOT ABBOTT PARK LOT #35 BLK. #9 PIoJECT# 04181.000-35091 IWDE .: 4EAB "1672- ARIA" OARAOE ewiNG: RIGHT PARSE: DETAILS 160 MPH EXP. C �� Dw12TE. 3/14/20 DCALE: 1/4"=1'—O" aHEET 16. D1 A -MOLTS 4' EMMEDF@1T MN. EVENLY FROM FLOOR TO ® I \1 Ll [so 2X6 GARAGE DOOR MUCK IV (5) IN )DW A -MOLTS 4' e•IMEDM NT MN. WV 2W-A W454ER AND NUT SPACED EYMILY FROM FLOOR TO GARAGE DOOR WM N JOINTS PRIOR TO FILLING, 1-DO F? MLO= • CENTER OF E DOOR FEADER WKUr' J-MOLTS 4- &WED1'ENT IW 2'X -W WIASIER AND NUT. ® 60ME ifflr V~ACTURER'B INSTALLATION NSTRICTIONS tliElE BUCK NST10=1010 ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT \Qv4cur. vr- 2X4= SECURE TO BLOCK UV'11r' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) CMU WITHIN V OF EACH END ! NOTE: STRUCTURAL 2X �8' i' DRYWALL IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 OR 170' P.T. NAILER 2X6a= SECURED THROUGH lrlx4 P.T. OR %'X4' MIN. SECURE TO BLOCK W/2-V NN-STRUCTURAL W TIIX4. SECURE THRU FRAME ! TAPCONS TAPCON MIN. I-Y4 EXTEND I Yi INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK V W6 TAPC0NS MIN. HEAD SIZE 300 , am (MIR SHANK SIZE J45 MIN. EMBEDMENT 049 ) 'DRYWALL MR HEAD SIZE -400 MIN. EMBEDMENT I-Yi WITHIN 8' OF EACH END 4 18' DIG. MAX SPACING. OR IW- P.T. NAILER WITHIN 8' OF EACH END 4 2X84mo �-X4- 18' O.C. MAX SPACING SECURE TO BLOCK W/J-v** 3W OSB. X 4' MIN. DOOR CASING TAPCONS (MIN. SHANK SIZE J45 DOOR CASING DOOR JAMB WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW ATTACH TO 2XX PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. 10' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +5/4 FMDOB TO BLACK +3/4 OR +5/4 A SCALE= KTS. 2X4: m SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIR EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 W3. OG, MAX SPACING. 2X6:® SECURE TO BLOCK W/2-Y.' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8• q..I,l 18' O.C. MAX SPACING. 1S' DRYWALL 2X&: ❑ 1'X4' OR PXV P.T. NAILER SECURE TO BLOCK W/2-V CASING TAPCON5 (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIR EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. ID'Or- MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V) DOOR JAMBS TO BLOCK +1-1 2" in1 WDMW TO BIACK +1-1 " " SCALE: KTS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYI) DOOR JAMB TO BLACK +i-I5 1j" 1.! TO BLOC +1-16 8 C SCALE: KTS. 2X4:s SECURE TO BLOCK W/ 21(4' TAPCONB (MIN. SHANK SIZE A45 MIN. 14EAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN B• OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. "JOT BE ON OUTSIDE 4 2X6s= SECURED THROUGH SECURE TO BLOCK W/2-'1(a' NON-STRUCTURAL Y.' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8' Cm WITHIN 8' OF EACH END 4, DRYWALL W'Y O.C. MAX SPACING' 2X8m I-X4' OR IW- P.T. NAILER SECURE TO DLOCK UV2-14' GASWG TAPC0NS (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MI'L EMBEDMENT 1 Yi) —ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' O,C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) AMBO WDOOlXDJOOw TBLBO X +LMK 221144" `� SCALE: KTS. 2X4= SECURE TO BLOCK W/ Vo' TAPCO46 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END t �: STRUCTURAL 2X W5' OIC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK WR-%-NON-STRUCTURAL %' TAPC" TAPCON MIN. 1-)4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' cmMIN. EMBEDMENT 1 V)• DRYWALL WITHIN 8. OF EACH ENDj 'X4. OR IW' P.T. NAILER W!' O.G. MAX SPACING.2X8� SECURE TO BLOCK W/2TAPCONSDOORN. CASING (MIN. SHANK SIZE .145 H MIEAD SIZE 300MIN. EMBEDMENT 1 Yi)DOOR JAMB OR WINDOW WITHIN 8' OF EACH ENDATTACH TO 2X PER W5' O.C. MAX SPACING. MANUFACTURES DETAILS. xea Me+�r r®o m'ues � mo •ur o®t•� DOOR JAMB TO BLOCK +3" W + E SCALE: N.TS. 2X4= SECURE TO BLOCK W/ )V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' OL. MAX 8PACMG. MUST BE ON OUTSIDE 4 2X6a SECURED THROUGH SECURE TO BLOCK W/2-V,' NON-STRUCTURAL ' TAPCONS(MK SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIR EMBEDMENT 1 Y4') 8' CMIl WITHIN V OF EACH END 4 Jj• DRYWALLIV O.C. MAX SPACING. 2X8uan PX4. OR PX2' P.T. NAILER SECURE TO BLOCK W/2-V 214D 2X SECURE TO TAPC0WMM. SHANK SIZE STRUCTUL MEMBER [j(,2D14=lTI4IN J45 8' OF EACHMIN. HEAD SIZE 300 4 6' TO V Or- MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS' OZ. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 814H I AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLACK +3" W TO BLOCK + r' SCALE: N.TS. 2X4m SECURE TO BLOCK W/Y4 TAPGONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END 4 MUST BE ON OUTSIDE 4 18' O:C. MAX SPACING. SECURED THROUGH 2X6: NON-STRUCTURAL I!4' SECURE TO BLOCK WA-114' TAPCON MIR i Yi TAPCONSIMK SHANK SIZE EMBEDMENT INTO BLOCK 148 MIN. HEAD SIZE 300 cm MIN. EMBEDMENT IY4') ' DRYWALL WITHIN 8. OF EACH END 4 16' Or- MAX SPACING. 'X4' OR I'XJ' P.T. NAILER 2XDm ❑ SECURE TO BLOCK WI-114' 7(.• OMB. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. M016 MM Y N�0 tt!'{L�.W�ATD xGT OmY) DOOR JAMB TO BLACK +3-7/IS" 11DiD01f TO BLACK +3-7/16" G SCALE: N TS. 2X4= SECURE TO BLOCK IWY4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END ! NOTE: STRUCTURAL 2X 10' D.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPO" TAPCON MIN. I Yi (MIN. SHANK 812E J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 30O MIN. EMBEDMENT 1 Y4') 8' CM WITHIN 8. OF EACH END ! 11' DRYWALL 18. O.C. MAX SPACING. ❑ PX4' OR 17O' P.T. NAILER 2X*cm SECURE TO BLOCK WA-V4' ' P.T. X 4' MIN. TAPCONS CASE+ (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ! TTAC14 TO 2X PER IV O.C. MAX SPACING. MANUFACTURE8 DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDA-) DOOR JAMB TO BLACK +3 3/4" 11IRDOW TO BLOCK +3 3 4/ H SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-7746078 PAX 407-774-4078 wwwabdesigngroup.com AA f: 0003326 h Z J WWh o S 5 � d ;—aUxs SU DDIIV. 4k LOT: ABBOTT PARK LOT #35 BLK. #9 PROJlECT#M 04181.000-35091 MODEL- 4EAB "1672— ARIA" GARAGE STI/IWXG: RIGHT PAGE: DETAILS 160 MPH EXP. C L AR NO W723 J DIUNT A 3/14/20 SCALE: 1/4"=1'-0" ek=ET D2 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 304S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 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 FBCR 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 10442.3 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 12/31/2020 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 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL186442 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 153S3.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2027 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL S678.14 CLOPAY SLOG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL %84.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2027 FBCR 12/31/2020 FL 107S8.2 OWENSCORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2027 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/32/2020 FL 7006A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2027 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 wwwabdesfgngrouP.00m L AA B: 0003325 b o aum"v. a LOT. ABBOTT PARK LOT #35 BLK. #9 PROJNMJF 04181.000-35091 AWDEM,c 4EAB "1672- ARIA" GARAGZ awixa: RIGHT PAQZ: PRODUCT APPROVAL LISTING %160 MPH EXP. C F 3/14/20R 1/4"=1�-O" D3 Ol KJLD ealAlO • FL A OPy.A ealAep. FT. A i a�wea • n. a R CaMn • FT. c O1110.p eaWo . FT. w 1 CINLAW . rr. a OL R7LD NIYO . FT.. i CIlAe[ • FT. a . CFWAae . K. c t lqp Fr. c oym Fr. a Tel R. C TCegle PLANW ~� T-. eaAL. "OLD. O¢ txzccwr, Q KICKOUT DETAIL M 3 COAT CM SW rfmfwlm w'aC T R FLwalea (ow urrae%rcvwn ie )M6 Farr ewe ow p LATli! % A m4pa"ou ae.T) AMMO WAMMAT sfft"'W. -11" Qe QL IXIl:VQe \ ' ea ew.L w,Auan s GoLom nC uor om eiao FROM . M16tlCT10Ne WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER RDOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS L Z G.ALV. 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. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — - — - — - — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLA51—IING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-541-09, MIN. 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) a>� 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA N: 0003326 L4 b 2 o 4 aysDiv ae ;tAr ABBOTT PARK LOT #35 BLK #9 PMJNwr# 04181.000-35091 IMaszs 4EAB "1672— ARIA" GAPLAOR BVDM: RIGHT PA03L WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (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-841-05, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP # SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL l V SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION Yi SCALE: NT.S. ELEC- METEF VERIFY LO FNCC.'-1 I v IC=L.=I vc STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLINCs ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM150 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRIS LAYER'(, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT -PROM( SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER 11, STUCCO WRAP WRS LAYER 4, FORTIF115ER (BUILDING PAPER FETAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T Or- MAX 6' 0C-E STRIP SELF ADMESIVE FLASHING, CLEAN MASONRY EEFORE APPLYING V FMISH • MAOGWr (�oHORIZONTAL WEEP SCREED FRAME TO BLOCK) STEP #1 STEP #3 STEP #5 STEP #6 OELECTRICAL RECEPTACLE Li"llLN.NALD REAGAN BLVDWOOD, FL 32750407-774-6078 407-7744078bdeslgngroup.eom #,. 0003325 L Vo iA us a svSDiV ae Lo1`. ABBOTT PARK LOT #35 BLK. #9 0 18J1 00 35091 HODELs 4EAB "1672-ARIA" GARAGE SWING: RIGHT IIF WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 `w�:1: Fap 'M 3/14/20 sIm's'r WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 v2' ,, CORNER BEAD (FASTENER 4 SPACING ® l' O.G.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER .BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD, L0NGW00D, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrouP•coin AA #: 0003325 M 2 ¢g�Q Q II 1.4 sysnry � Lor ABBOTT PARK LOT #35 BLK #9 raoanmif 04181.000-35091 Im ons a 4EAB "1672- ARIA" QARAGs swam: RIGHT PAGO WALL ASSEMBLY DETAILS 160 MPH EXP. C 20 rDAETM 3/14/20 1/4"=1'-0" A3 Wood GONSTRNOTION SEYOND wom oNEATHNG WEATHER R;ESISTWE BARRIEIR&9TW! !_j�•x1 SoN uv� / FL IADWERP1G ��O 0. FLASN►Y"l I^iC8- IVE RWARtlINERER STARTER STMF-WEATHER mmeTryff PLAGWM GALvv ME TAL GALVD METAL FLABNMG ui3co1 °°rEreEiEDCRAM TRIM Y .X6 • BRzIL.ATED A TRM Y m CAP WCAULICM OR AfrPta ED SEALANT }^ 4.DI�dQGA&M SIDING TO STUCCO OEAQ ® BLOCK TO FRAME �� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDIWS PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHE5IVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-7748078 ' FAX: 407-7744078 wwwzbdesigngroup.com AA 0: 0003325 h pr° V Vo ovsa:v. ac LOTc 41 ABBOTT PARK LOT #35 BLK #9 PllOJmCTT/► 041 1.000-35091 aiosas� 4EAB "1672-ARIA" aAllAOZ BWDM: RIGHT PAGM: WALL ASSEMBLY DETAILS 160 MPH EXP. C AA N2 E 3/14/20 1/4"=l'-0" A - - - - - - 2x6 SUB-BANb j W/I'x4' NOTCH r__- --- -- -- — END, WRAPPED IN PEEL : STICK N DRIP EDGE I I -- -- — I -1/8' i III e ✓ ' TEXTURED FINISH ® WOOD II IIj 1/81 1/2' TEXTURED j Al FINISH a CMU II II % II METAL FASCIA WRAP YsFROM II STUCCO' I' FROM I WOOD WALL I ---------I r WALL II ! (FRAME OR CMU) e I II NOTE: NOTCH FOR 2X6 SUB BAND ONLY AEL��TION ®i=L AN A l/8' TEMIAED FMIBH • WOOD, 1/2, TEXTURED FINISH • cm x METAL LATH x x x x x x x x METAL FASCIA WRAP :� WOOD SHEATWNG x x x x x x OR CMU x x x x x x WR9 LAYER'(, STUCCO WRAPCPRAME ONLY) x x x x x x x x x x x x - WRe LATER 4, FORTIFIE�ER x x x x x x x x x x x x x ®UILDM PARR !FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 sue SAND m ROopw. CEMENT x x x x x x x x x x x % 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 OUT x x x x x x x x x x x x x (REFERENCE POINT ©PL,4N BTAL� ONLY. FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED II FOR CLARITY I ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL ,,DRIP INTO STUCCO) 'l/8' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH ® CMU / 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL 0 WALL SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN.Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH 9 END, WRAPPED IN PEEL t STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 6ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL a STICK ROOF CEMENT w ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN 8Lw LONGWOOD,FL327501 PH: 407-746078 FAX 407-7744078 wwwabdesigngroup.com AA M: 0003325 E � q a N 0 C 14 EURDIV. & LO'P. ABBOTT PARK LOT #35 BLK #9 PMJMCs r 04181.000-35091 W0D=- 4EAB "1672—ARIA" RIGHT PAdm WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C r RCFfiEC,"T: Pwt� D3/14/20 OCAXM 1/4"=l'-0" aKom WA6 CONIC. AB `a a - I FM-,2X12 "- JI-14• FM-12X18 — — — — — — — —// 3 CONIC. O° I� SLAB Ix q m I*-31/2 F-24X24 ; 10 I FM-12X18 I 7 4" PVC CHASE 0 -0 I / TOP OF SLAB 1" PVC CHASE FOR ELEC. @ i ISLAND ; Im X N �i ILL I � Y I I R z U v O 0. I 'q EXTEND I SLAB 1 112" TEA — — — — — — — $5 112 Y I N I 5 e I ml 1 1.1 END O FM-12X18 SLAB 1 1/2" N 2 14" CDNc. �, SLAB a a I 6" 3'-4. 1 +31/2 l �I I 2 7 io i MC-12X18 77/2 FMC-12X18 1 L— — FM-12X18 1.1— J — 4 4 I 1 _ — FM-12X18 — — — FM-12X12 81-W 1, 12'-6• 1.2-0- 1. 4'4" FOUNDATION PLAN SCALE: 1/4" = 1'-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/7 FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, DINDICATES #6 BAR.IIIINDICATES #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 A5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.131ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR•S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-W 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 I REINF. REMARKS 616 W1.4xW1.4 OVER GENERAL 3112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS 130TTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2)#5's FMC-12x18 12" CONTINUOUS 18" - s #5 IN CURB VARIES F-24x24 24" 24" 12" s 72TR s FM-12x/2 12" CONTINUOUS 12" - (2)#Se TE-1 8" SEE PLAN 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-77440TS wwwAbdeslgngroup.eom L AA #: 0003325 1 qmS4 A J rr Ell il stnmly. 6c LOT: ABBOTT PARK LOT #35 BLK. #9 PROJECT# 04181.000-35091 MODEL: 4EAB "1672- ARIA" GARAGE 8VfMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C ROUQV A ABOUCWAM L AR NO 9V=I J DA 3/14/20 SCALE: 1/4"=1'-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q ^ a O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a SPACING REQUIREMENTS m Lu GARAGE DOOR att wa U co w a.•s.s RECESS U v a Ir Q ° FM g 7 M c Z 8" CMU WALL O 8` CMU WALL , . f CORNER BARS, SAME SIZE AS BAR I W 8' b - Z ;°I IN FOUNDATION WITH 30" LEG EACH w = m • TOP OF SLAB 0'_w TOP OF SLAB a WAY AT ALL CHANGES IN DIRECTIONS I ... - /' I SO THAT THE STEEL REINF. IS CONTINUOUS tUi/ - .P'--7� I MATCH AMOUNT OF CONTINUOUS BARS ° I.° CURB FOR • EXT. PORCH SLAB •Ll SEE SLAB SCHEDULE BAR SIZE 48 8AR DIA. " CHAMFER (1STORY) _ VAR S IE ' ` .° SEE SLAB SCHEDULE TOP OF GARAGE g �- o. I .. ,lu CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET Ito. AT ELEV: W/ 12' ISOLATKN ` CHAMFER (2STORY) #3 is" EXT. PORCH SLAB I 4` CHAMFER (1STORV) JOINT (WHERE #4 24" W/ 12" ISOLATION I . a° 6"CHAMFER (2STORY) ; APPLICABLE) Z E SCHEDULE #5 �„JOINT (WHERE.•.4•EE APPLICABLE) ��r---------„` SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE #7 36 FOR WxD, 8AR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 8AR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" i^ EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 GARAGE BCALE: a/4"=''-°' 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3l4"=1'-0" SCALE: 3/4°=1'-0' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON EI GHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEI NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT OF WALL LAP TO OCCUR OVER STUD PLAN PLAN LAP TO OCCUR OVER STUD OF WALL w p a 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 m NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2-PART fY SPACING. SINGLE BTM. PLATE 12"x9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE @BASE a EPDXY. MIN, EMBED 70 BE P7. PROVIDE DBL. 70P WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8", LINO PLATE EPDXY 5-1/2"EMBED. MIN. Q 16" OC SLAB W/10d MASONRY 4 Q 0 FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" 0/C STAGGERED. iy = 0: SPECIFICATIONS FOR rn Q BTM AND TOP PLATE ADDITIONAL METAL SECURE FLANGE TO USE AND I omo PREPARATION OF ANCHORS W/ 10d x 1 12` CONNECTORS NOT REQUIRED WHEN NO SLAB W/(4)1/4" X 21/4` O v HOLE. COMMON NAILS FILL ALL N U UPLIFT IS PRESENT. TAPCONS w HOLES, DO NOT USE 10d w w IL x 3" w SEE SLAB SCHEDULE SEE SLAB SCHEDULE mO}Ix +oo" TOP OF SLAB TOP OF SLAB 4` CHAMFER (1 STORY) - 6" CHAMFER (2-STORY)•; a.�_• i �t_ , ._,—e _ EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BGALE:34=,-0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL CURB FOUNDATION WOOD WALL (D_�LINT�ERIQR 34"=,'-6" (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON Al Z STEEL REINFORCING IN GROUTED NAILS, 2-20WS, 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 a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO o STM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ w 16` O/C STAGGERED. m U ADDTIONAL METAL o n IL CONNECTORS NOT REQUIRED WHEN NO ch 8" CMU WALL UPLIFT IS PRESENT. Z + 0 RED LINTEL CONT. (TYP.) CMU FILLED CELL (TYP.) _ TOP OF SLAB SEE SLAB SCHEDULE _ 1POU 2X WALL FRAMING SEE SLAB SCHEDULE 12' DIA. SIMPSON STB2 BOLTS 5" +- 0'-0" Z Z — _ • MINIMUM EMBEDMENT INTO TOP OF SLAB -a• _ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX . POURED MONOLITHICALLY WITH °• "1 ,,. -- — - 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 INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE:3/4"=V-0" (NO UPLIFT) G) L" 6DALE:3/a"=,-0 SCALE:3/4.1'-0" 1441 N. RONAL.D REAGAN BL LONGWOOD,FL32750 PH: 407-774b078 FAX 407-774-4078 "W.abdesigngrouP.com L AA #: 0003325 aysanr. & L+oT ABBOTT PARK LOT #35 BLK. #9 [I-nojzcT# 04181.000-35091 MODE1. 4EAB "1672— ARIA" GARAGE 3WING: RIGHT PAGE DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = 1'-0' 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-078 FAX: 407-7744078 www.abdesigngroupcom L AA iF. 0003325 1 Iy � ryp0� I1IyQ��11 11f�bQ�]1 Fi SVHDIV. ae LOT. ABBOTT PARK LOT #35 BLK. #9 PROJECT* 04181.000-35091 xOD=a 4EAB "1672-ARIA" GARAGE BRING: RIGHT PAGE: DOWEL PLAN 1160 MPH EXP. C FDATM: /14/20 "=1'-0" 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W710" HOOK GROUTED BOND BEAM VARIES PER ELE Z d � d d a- i� •I a CLEAN OUT REQUIRED Q FOR INSPECTION m v I:• 0`0 FIN. FLR. •- d TIE RTICAL REBAR .. .. TO HORIZONTAL REBAR W/ 10" HOOK SIZE 48 BAR DIA. uBAR Z W #3 18" #6 #7 42" HORIZONTAUVERTICAL REI (D- SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/12"ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING Z g STEEL REINFORCING IN GROUTED a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a mW m� O Z 8" CMU WALL 0 M r.. r• SEE SLAB SCHEDULE 4" S CHAMFER (1TORY) / S. CHAMFER (2STORY) 2 - ........... TCHSTEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE ANDBAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-W Z W BAR SIZE 48 BAR DIA. I M > #3 18" `.'� O #4 24" #6 36" #7 42 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS [Ell q o CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroupcom AA M: 0003325 R ~ o 4A to E 0 sunDIV. aLOT: ABBOTT PARK LOT #35 BLK. #9 PROJECT/ 04181.000-35091 mopXm. 4EAB "1672— ARIA" GARAGE DIMM: RIGHT PAGr: DETAILS 160 MPH EXP. C 2 . •< E 3/A-: 1/4. 20 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W! (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d 11 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd 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 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. HEADER SCHEDULE MARK or=8� ln� REMARK 1Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 (psfc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 NIA 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 I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 401AMIO� LPL � SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH an lrsaa owls wta,s 23 FKm "'I'm�� ww" wm4s sue® mms is �� spas," TYPE LENGTH am we RCAeII TYPE LENGTH oa,r Near eF1a•n I wow clan I IF16er enan morn rain raw Nan WSW solo:-,r mac Nz•) PRECAST 2291 m one "lea ew art amt low 3S (42) PRECAST 1026r4i t69B 8d (42) PRECAST ,am Mr 30 4 4aM arcs elm ?wss mm 4a16 mm mo am Ism ,tea Iowa are mN raw mr OW mot V-0• (4n PRECAST 1a66 2M 2mt m 4110 mal 70M ew 4'd ( PRECAST 766 130E 4'-0• (4B� PRECAST I= 2m aw ame 4m m wo 21m 4M 0113 iw w4 IOX4 iNNI ,� zm an iNe 4m m e#N 4'd (547 PRCi'/1$T 16BB ,em 2110 Mat Dm 46m sled am 4'-0' (547 PRECAST 502 1073 'r4r (54") PRECAST ,w >016 Dm 33M 4M mt ewe 21ee am Mm 7M7 am 10m1 the ,w mN 2w Isis 4ma 4M1 we 5'•4' (641 PRECAST 1217 taw tom ,ew mr ails mm w S•{' (64") PRECAST 411 746 S-C (64') PRECAST ,sr 171 me are are art 4m pm am m ma trN me fete are mn 4m (70•) PRf.CABT 1662 11mt,mIMfor MN mm mm CM PRECAST W 816 6'-10• (70') PRECAST sees-ta � m 4m mo. nmms-10' m ,w 1 are 1 2M 3w7 I NX 1 0113 S-0r (m PRECAST EOB UN MD 3M aoN aw Ora eeM S4• (>8') PRECAST 1m7 721 4M I &-r M PRECAST em am, SM an 2177 are GM mI me 14r I tem I m I Des I art 1 Wit T-0r (On PRECAST 743 toll lrA 2m Dee Mm aM aer Td' (BO') PRECAST AIM 594 m T-0' lw') PRECAST 7D t Mm NV am toll I= m am awl ew errs m t2M I tam I tm I a12e I Mn I ma W— 11 PRECAST ( m lmo ,ea Me4 ale M,e =let 7-0" (111) PRECAST 328 512 MOS•4' (ttZ7 PRECAST me / t471 1 m tm /ea Mm aw ear m sea tam Lela Iw z m me ta4T (1267 PRECAST 475 me m mN m2177 21r 7me a (12� PRECAST 281 401 1B0 taa (72B) PRECAST m am w H , sett em ,sm mal mr Dal 4m1a m m I 1w sm Imd Mee no ll'-C (7 1 PRECAST 302 ar tam mr am mu 41111 IT-4 (130n PRECAST 260 4S2 154 114r (13r) PRECAST m a w ,w , ,rm em er law tMe 3 M MD 4110 Yt w W2 IMA ism" 210 ( 4P) PRECAST 1Y•O' 1 387 w mim1 ,am 2M Mae m 1" (1"') PRECAST 244 402 137 17-T (144r) PRECAST m 4m rN m „ , tem w m /m4 me, 21r Mr aem 4m m I 1m tar IM mm 1sr nth PRECAST 2I1B m ms ism uM teas 2m aw (160' PRECAST 2IT 324 110 1sr (lair) PRECAST 4m me w m w , ,m m 7m mae ,4m I= mm m1s4• 4m 480 m ltm of i ,w 100 (166i PRECAST 279 4m tee tar tar tw am/ Mao 14'-0• (III PRECAST 206 203 100 W-V (18n PRECAST am m am 7N m t tfm 4N lm ter tam 1w 2w fro 4m 42 717 tam 1 t lump 14'4P (1767 PRESTRESS® N.R. M M M M M m M 14%r (17W) PRE N.R. 284 61 14'4T (17W) PRESTRESS® Me me aM ar em an m em m t M tm 1131 17M O 7m tam loot 7aN aN7 Its 1S•4 (1N� PRESTRESSED N.R. M Nt M M M M M 1S�r (16{� PRESTRESSED N.R. 269 63 1S-0• (Igor) PRESTREW aN m Ma m 416 me w am me M1 , 1m 412 7m I= 1M eW 2w sem IT 4• (2067 PRt:$i NA M M M M M M 1Ta• R� PRF81IE88® N.R tom 84 1T�' ROB') PRf tD tea ms an 4r tar m 740 rs 1 me l0, m ,4m am em am tam ,em SO mR 1C4' R92') ME56IRE88® NA M M M M N1 M M 1S4• RS2') PRESIAESB� N.R.148 S2 ISM' R827 PRESTRESSED tm tm m Ma ar 4M w m w Mi w 1 W ,aD ar 40 ms tw >ZQ ism iris ,n,4r R�9 PRESTRESSED NR M NL M M Nit Nl M 21L• P N.R. 126 42 21Lr R56) PRF$7RES8® - a m w m A ar w 4m m am em m mr 1m am me m tlu tam 14" 2P-0r t26:) PRE N.R MR M M M MR M M � PRES7ti8>i® N.R 1" 40 27-0' Retry Plies tar tD m7 am sm see am eN 4m ew 1iN m 1f0 11e mam am 7N low tar tam 24'-0r (2WI PRESIIEM NA M M M M M M M W-C Mn PFE87FEWO RR 91 33 2FP P" PRr to 1N w = w am Ms 4m 4m em 4m w w em fN m 4m mt m4 ism tm (#) 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 TARN FROM 1aAFE LOADTASLES' 13Y CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTaERS TO MEET OR FXC®VN.UES STATED ABOVE • ALL PRECASTPRODIICTS ARE TO BE NBTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 4 OF SEARING PAST EACH SIDE OF WWDOWOPENNG PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATiOWCASTE-CRETE DIVISION ACCEPTANCE #: 1"126.03 F� —____ 8F16.1T/OMIOB— — — — — — — — — 8F76-1T/OM/OB------------8F76-1T/OMlOB ,____ I 1 1� ♦♦ I UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0". UNO. 8RF14- 1 1 ♦♦ 1 1 i 1 1 1 ♦♦ 1 1 1 1 1 8F16-1T/0M/0B 146 1 1 1 L_ — 1 L------------- `:::::--L ------ LIFT BEAM PLAN SCALE: 1/4" = l'-W 8F20-lT/0W0B >i 1 1 1 1 Q 1 1 1 1 1 1441 N. RONALD RFAGAN B( LONGWOOD, FL 327W PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com L AA g: 0003325 L4Wb kV ab IAT:TT PARKT #35#9CT�1000-35091c EAB2—ARIA" 1IIIJG:IGHT PAGIC: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C PRII�T 3/14/20 DATw• 8CALw: 1/4"=1'-0" BBwwT 111 s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REB*HOOK BA CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR T.p 8"X(I 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PUCE STEEL HEIGHT. �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" io �silP` 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJ 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 1#5 / TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.�p ND TOP OF BEAM W/ (1�#5 BAR BOND BEAM •\OEACH COURSE C7 8x8 BOND BEAM TOP OF • ��Ea\� WI(i)if5BAR .�. BOND BEAM F FILLED .Y\WIL ED/ GROUTGROUT SOLID FROM TOPNOMINAL LINTELTO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL.#5 BEAM COURSE SEE NOTE 5 Ag\ 16-1 T/ 1 B 8x8 PRECAST CONCRETE p�' (�FF'� NOMINAL—�� LINTEL W/(1)#50AR (L2) MASONRY Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF 0 OPENING - 2" IT IS THIS ENGINEER'SINTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-IT/1W0B INDICATES A DOUBLE BOND BEAM #OF#VS. BOTTOM 8x8 PRECAST CONCRETE AND XFXX- iLOM OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1T11M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - iT/0MNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-W16 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD MIN EMBEDMENT I AT LOWER ELEVATION WINDOW 1Sj4) 83 ROM EACH END AND MIN 1-1/4" #5 BAR BENT AS SHOWN EMBEDMENT TAPCON 2x6 (MIN 2 X 3) 2-3/16 OR DRIVE PIN (MIN SHANK PRE -CAST 'a 1' SIZE. 145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1147 8" SILL g FROM EACH END AND 18" a SLOPE O.C. MAX. MIN 1-114" 4 EMBEDMENT 2x8 (MIN 2 X 3) 23H 6 OPEN FACE SHELq TAPCON OR DRIVE PIN (MIN AS TO ALLOW BE SHANK SIZE.145 MIN HEAD BAR TO BE PLACE SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWE5 MIN. REQUIRED IN BOND BEAM 114� 8' FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7116" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL J `r G v2 SCALE: 3/4'=1'-0" SCALE: 11/2"=1'-0" SCALE: 3/4"=1'-0" >r PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I I SINGLE #5 CORNER p" I I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II / 8x8 CMU W/SINGINGLE OR DOUBLE REINF. BAR(S), II PIER PROVIDE #5 BAR AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 =1'-0" SCALE: 3/4 SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL327W PH: 407-774-6078 FAX 407-7744078 www.abdes(gngroup.com AA #: 000=5 R Zy� di • LL11 O J V Q L ell I I oil sl SUBEIM & LOT. ABBOTT PARK LOT ##35 BLK. ##9 PROJECT,p 04181.000-35091 1[ODEL 4EAB "1672-ARIA" OARACE SWMG: RIGHT 1 PAGE: DETAILS 160 MPH EXP. C f 3/14/20 CALE: 1/4"=1'-0" HET E 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 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 2 718" 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 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 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. AVOK) PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-0078 wwwAbdesigngroup.com L AA M: 0003325 �i a iy i Q J Z ffrro�o� o q C a qq H W 40 Z i sxnmxv. at LOT: ABBOTT PARK LOT #35 BLK. #9 PROJECT/I 04181.000-35091 MODEL, 4EAB "1672—ARIA" GARAGE swtrrG: RIGHT PAGE: FRAMING PLAN %160 MPH EXP. C DATE 3/14/20 91CAUM- 1/4"=1'-0" SHEET S3 A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1Od x 1 Je" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)1Sd x 1 }" NAILS TO TRUSS DBL STRAP,1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 } NAILS TO GIRDER 1.2, 21K WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) l6d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4". 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) °=1 DEPTH 114"0 —HOLE EDGE >5/8" —HOLE DIAMETER <2/5"D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM._ PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12'=1'-01 1!2"=1'-0" EDGE >56' HOLE DIAMETER < 315"0 DBL. STUD ENGINEERED WOOD TRU ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI6 --� TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. LA-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) t x 5" TITEN HD TO CMU AND (12) SOS r x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HO TO CMU AND (18) SDS }'x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W! (3) 16d GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SDS }" x 3" 1x2 SECURED W1 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM 12" O/C SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 32a�2bk2cDTYPICAL ROOF s AL 5/4"=1� GIRDER CONNECTOR(S) 6.4' MAX (W/1X4) OR 10'-0- MAX (W/2X4) # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)114' x 2 1/4" TfTEN 2 ANCHORS TO CONT POURED LINTEL It 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=V-0' 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O!C SEND WALL OR OTHER MAX„ OR 2X4 STM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/(2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERsecnoNTYP. BTM. CHORD BRACING 6 SCALE: 3 4"=1'-0" (2) 2X4 No.2 SYP DUAG. — BRACE W/ (3)12d ® EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2X4 BLOCKING BETWEEN TRUSSES WHERE ' X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 12" DIX ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE 7O 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2) I Od's @ EACH TRUSS TO BE INSTALLED (dj 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS s°ALE:3°"=,'-°" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. s ALTERNATE MATERIALS SCALE: 3/4"=V-9' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 04 Fo O kk O aUDDIV. SagWT: ABBOTT PARK LOT #35 BLK. #9 PM"=Tp 04181.000-35091 MOOR a 4EAB "1672- ARIA" GARAGE BITMO: RIGHT PAGE: DETAILS 160 MPH EXP. C : '. DAM 3/14/20 SCA*-*'" 1/4"=1'-0" aHEET S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER S TRUSSES) m 0'-0" TO 30'-0" (1) "X" BRACE 30'-V TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. IN I tx2, Zx WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d% @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN scALE:3/4"=1'� PRE-ENGINEERED VALLEY TRUSS CONNECTION G SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'dP O.C. (AT PRE-ENG'D WO00 O SHEATHING SEAMS) (BLOCKING TRUSS (TYP) O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION 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 Wl 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabditigngroup.com AA F. 0003325 J • 51 M p C SUHa2V. Ae LOT" ABBOTT PARK LOT #35 BLK. #9 PROJECT#t 04181.000-35091 MOD=r.. 4EAB "1672-ARIA" GARAGE STUNG: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT aw=• 3/14/20 SCA=: 1/4"=1'-0" S*== S3.1B GABIE-END L A ROOF WIND DESIGN PRESSURES NET (GROSS) 7-1 ZONE = 23.79 PSF(33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (T7.16) "A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 16D MPH WIND EXPOSURE 'C' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DMPFRAGM7 FOR ASPHALT SHINGLE ROOF, USE MIN 7/19' O.S.B. OR 12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd 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. CIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 12" 0.120" 170,000 RING ((16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTURIM SHEATHING USE 12" COX OR 7/116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Q z9 Y Z Tn JQ O Z 0 to R Z D K S � N 1 z u) w 6 zGo TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFG ORTR�SS .M.0I �I 11 mm Mmme mmm 1 ., —__—_, `,E ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS Q 6" O.C. IN FIELD 8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW44MLS @ 12" 0.6,.IN FIELD J\ TYP. 3147 T&G SUB -FLOOR DECKING GLUED TO ALL EXPUSEU MEMBER5 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 5-73 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO IS SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING. GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MA%AMIAGGREGATE SIZE SWILL SE XC PROVIDE 6%AIR BMtNNED CONCRETE E)MEDTO EARTHOR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CWUPERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF '= PROVIDE 64tl1 CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE IADERALL SlAB40NC4T01ID WHERE INDICATED ON NEMID METAPE ELASTICITY 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS TAPPED 6POLINCHESTAND WITHRRI E PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES OF A BORATE PRESERVATIVEODIUM SHALL BE RATED RETENTIONNT. DI LEVEL0.25R FORM -WORK: WOOD FOOF CORROBORATETETRAHEDRAL ( STRUCTURAL USE THF T SHHALL BE TREATED FRSANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS. COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVON) BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, M EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLD 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 02' WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AT85. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE. AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT RERAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 par AND VIER V TICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REV20 pf TOP CHORD-Iancon.—M TYP. MIN LAPS SHALL BE AS FOLLOWS: $4 BAR - 25' #6 BAR - 36" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN. FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TP414,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION%AND RPNWTCA BCSI I' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 10 psf BTM CHORD-IxxFGon—t R #5 BAR - 30' #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 3W 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. 15 psf TOP CHORD 20 P8f TOP CHORD (7 psf W ASPHALT SHINGLES) - (10 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. 10 Pt BTM CHORD 5 Pat BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psr MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Pat WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAR S LIVE LOAD 40 Paf WIND: DEAD LOAD SPEED APFI 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 01•) SUSECONDC,RI (ASCE (FBC EXPOSURE C, RISK CATEGORY IH INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpar, UNINHABITABLE ATTIC WITH LIMITED BIT ATTIC DO POT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STORAGE: 20pf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDAMASONRY 40Psf MASONRY" CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE SRMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING C-90, AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS THE FORM DRAWINGS SUBMITREPRODUCIBLE RUNNING BOND UNLESS OTHERWISE NOTED. MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. A OF REPRODUCIBLE SEPIAS IT STRUCTURAL DRAWINGS IB E DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH T E(CON-TRACTEEER WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM G76, 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 MAXIMUM 3Ar 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 R 2 000 FOOTING D � pa(, TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND UNDER ASTM C-270. HORIZONTAL EXCAVATIONS SLAB R SHALL BE COMPACTED A THE DENSITY OF AT LEAST 95%7. SHALL BE SAY' THICK UNLESS OTHFJiWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT F�(TEND HMO UNLESS OTHERLINEDWISE PROTRUSIONS THAT EXTEND INTO CTO A T E Y ACCORDANCE MODIFIED PROCTOR MAXIMUM RV DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-155T. TREAT ALL MAXIMUM SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE. AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MO DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIM TO CONCRETE RACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MOING, TRANSPORTING, ETC CONCRETE TICKETS SHAD. BETIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 18 ADDED TO THE MX UNTIL R IS DEPOSITED W ITS FINAL P08MON SHALL NOT D(CEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUOITHWTA BATCH IS HEW FOR LONGER TFWN 90 MINUTES, THE CONCRETE SMALL NOT BE PLACED. ITSHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLMNCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1R' FORMS AND SMALLER Y FOR 05 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SUBS. WARS AND JOSTS 1-12" FOR BEM/ AND COLUMN PRIMARY REIFOtCBAFNT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDDR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B. TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER IwRucATxxr s� TYRE �xwG REMVL6 rvxlGw GN s12E naE svbcwc ReMNa1s --To FURRMGTo MNGONiYI CONO. LASE HMDEIEO LOL ll LONG. GMUGEOOOR BUIX TO IM90tF'M1t1 N0 v4'DW NO WA9NER XPWHMA40MY 11?EMBED., 4'Ero DST., I - EDGEDIST. WD.&EXT.WORS a ,GEENOTE —HMDENED WI NiLL ?LONG. 11 QDID BTAGGFSEO WNDOW4xARl FABTENEO INTO MRBOMiYIWNC. GOUGE OOOI30U« TO IMSONRYICONC. -DWI/ ASHeR E %PXNapN BOLT 24^ppC PENNED., 4•Ero DST.. WEDGE DST. w—BIT«s nR,EEENOTEB OABE HARpENED Loa 11-LaIG. aac —GERED wNoowrOoow FAaTENED Nro LWsororroDNL. METAL —To MASONRYI— CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EXr.aWNG DOOR BUGKffi RT,GEENOTEB (2).—RAPC,?Y Np WASHER FpBTNER ,W qC 11?EMBED,WEro. DST., I -EDGE NONBEARNG WOOD TOCOi1L. SIFB 1l! EXRANBIDN 2P, IEMBED.PEND WI WISHER BOLT DIST. EDGE DIRT. �PTWWpOW III« 9B•PAF 2, ^ 0� 4•END, DST., , U2 09TEEL LOL.GEE U.,1Y11y,�y1ER� EDGE DST, NO E S NOTES 1APLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BRICKS SHALL BE AS PER MANUFACTURERS SPECS AND / R NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FR 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 WDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS R PAF TO THE SUBSTRATE. 1441 Ni RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroupcom AA S: 0003325 • Y L W W 'O SVHDM de TAT: ABBOTT PARK LOT #35 BLK. #9 PROJECT# 04181.000-35091 1[ODEL 4EAB "1672-ARIA" GARAGE STIFMG: RIGHT PAGE: DETAILS 160 MPH EXP. C DATE 3/14/20 SCALE: 1/4"=f-0" MIT $HES N1 r pi4oe o6 2 23� cjl� 2-0