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HomeMy WebLinkAbout7781 Broad Pointe Dr4. r_ 99 99 0'�2-4EAB-ARIA HOMESpiLL 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel- (813) 740-9720 Fax: (813) 740-9715 MAR g �.�20 V1Ew ppTE RN► - PIE p1aY IGITY OF ZE � �I� ���AIL►NG PL WORK SHAL C BUILDING"f`DE, :ODES FLORID VIC OOD,E, ¢ . NATIONAL ELEC ; D THE Cny OF ZEpHYRHILLs ORDINANCES • STATE OF FLORIDA ' CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 R TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •nn= BtMMG CODE, annnUl, EpmON (gplry) • AIL IACAL AND WATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •YIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vu11=160 MPH Vaad=124 MPH •URE _ C •1-STO I -STORY RESIDENCE •2-STORY RESIDENCE -MAX. HEIGHT AS PER WCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY A/C ADJUSTAITIONEJG MUM. LUMINOUS ADC. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIT.MINIMUM HOLD ED BOARDCENTERI.BE MTD MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLY. PLATE DBL. DOUBLE PPLYWOOD D.G. DUAL GLAZED PR.R. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN FRIGERAIR GRILL DR DOOR REF. REFRIGERATOR D.S. DETAIL R r RM. ROOM D.W. DISHWASHER S.C. SOLID CORE BXT DR 1)W DETAIL R.O. SOLID OPENINGEXT EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHWR SHEATHING EXT. EXTERIOR Sim, SHOWER F.G1FX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING PIN. FINISH SL. GL. SLIDING GLASS FaFLOOR STD. STANDARD FLUOR. FLUORESCENT SwS SHEAR WALL SECTION FTG R FRENCH TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP O CURB cea. INTERRRUUPTERTCRcwr T.O.S. TOP OFSLAB GL. GLASS TYP. TYPICAL GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HCT.ORHT HEIGHT Wr WITH INSUL. INSULATION WD. WOOD '"T' INTERIOR W/H WINDOW C HEATER W.I. WROUGHT IRON DATE bR9CRQ+TION q,,6y Cole 16"D ARCHITECTURAL SHEET DESCRIPTION 01/54 2011 FEN: UPDATE PG PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG PI -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 PG WA3 -WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS VV" CDSRE_188UE0 04/" FOOTING REVISION PER M. BOWES 02r4A% PLAN MAINTENANCE OMM REVISED LINTEL SIZE AT FRONT ENTW DOOR a//UIS ADDED LED LWMTB • KITCHEN 16ATRW" MR MARK BM6 01R2/19 ADDED Si01E OPTION ELEVATIONS C' J D' IDR3ft ADDED OPT. W-o• CEILWA HEIGHT • 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 LIVWj 19,12 Sa FT. GARAGE 4 8 SG. FT. LANAI 36 ea. FT. LANAI •X• SQ FT. TOTAL 238 SO. FT. ,2 STRUCTURAL SHEET DESCRIPTION PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3.1B-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI, IN WRITTEN/DRAWN FORMS IN A TIMELYMANNER. AB DESIGN GROUP TAKES NO RESPONSDIILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE B EEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA#,.0003325 g;trnDm ae LOT: ABBOTT PARK LOT #7 BLK #10 PRi<OJ=T# 04181.000-07102 MODZI: 4EAB "1672- ARIA" GARROTE STM40: RIGHT PAC;]& COVER SHEET 60 MPH EXP. Cj Dw11/25/19 SCA=: 1/4"=1•—O" XFmc T C1 a` GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 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. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 AND/OR 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 STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0"BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /WNCH GYPSUM BOARD OR EQUIVALENT. 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALL/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 . SO. PLUMBING i. 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. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERT NHS 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 FINS I. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 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. FETE RESSTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. 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 I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN SL LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774,4078 www.abdeslgngroup.com AA #: 0003325 P aUBDIV. k LOT: ABBOTT PARK LOT #7 BLK #10 PROJECT# 04181.000-07102 MODEU 4EAB "1672-ARIA" GARAGE 8Wn4O: RIGHT PAGE: GENERAL NOTES 60 MPH EXP. AFiCWE=, STATE OF RN-OFM nc L,v NO G0723 F-prjNTDATE. 11/25/19 SCALE: 1/4"=1'-0" E*ECET GN I (2) 3052-SH l2) 3052-SN vases 010 0 �111111'0�� o1�N1��N���N���lo 01����110 -- 1I- '11 - - - � 0 �I - � - - - 011111110 io1►11U1a i - o o - m o _ - I a o . - m r--• - : ATTIC :01J p BOLLARDo AS REQ.= i� ® - / a GRAGE - o�o'�Soln°- o EMY - - - mi o411110. — U111110 allf0 -0060 on 0111110 �a11111111'O 011110 SQ.FT. CAM'S LnnNS 1;612 Sa FT. GARAGE 432 Sa FT. ENTRY 38 SQ. FT. LANAI 96 Sa FT. TOTAL 2;38 Sa FT. OOM'gBRNDGLII mNIDLOADS a10118 a'011E FOR S ffiMm om 0191108 Sam mRe IIONINaDOAB RBYNI{8 NDTIlE FOODAOE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SU G 18 5 33/-43 DR, MIN. CRITERIA S.GD. MIN. 41 5 31/-39 CRITERIA 16010 OAD. 112 5 283/-31a BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CAT. -II, EXP.=C, MEAN ROOF HT. 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET STED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OORR& AROWN C 71 TOP PLATE 0 �n �11A_ AY ARCH DTL. B SCALE: 1/2 . F-0' I f[j]/) j"L SCALE: 114' . P-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. OTHER OPENWIS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroupcom AA M: 0003325 P 0 � 0 r8� 4 IN aysDIV. sr LoOtil ABBOTT PARK LOT #7 BLK #10 PROJECT* 4181.000-07102 MODELA 4EAB "1672- ARIA" OA tAOE awINO: RIGHT PAOE: FLOOR PLAN 60 MPH EXP. [1J Dl"PRINTATZ: 11/25/19 aCALJ1: 1/4"=1'-O" aIiEET Al LAP SID an 4- BAND i BOARD �H-18'-0' BLDG. HGT. 514NGLE ROOF b' RAISED BAND 4' RAISED BAND SHUTTER 4- RAISED iiii '� fill ��❑' U FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLAS14NO AS PER FBGR R103.4 W-O' BF3.a. NGT,r, OFF RIDGE VENT OFF RIDGE VENT 1�b AREA OFATRC = 223S SCL FT. NETFREEVENnLATION AREA REQUIRED = 1130D RECR#R®VENTILATION AREA • 2235/30D 7.45 VENTILATION AREA SO, INCHES PER FT.(144) 1072.E SG. IN. MIN. REQUREDVENTILATION • .Sx 1072.8 IN LPPER PORTION OF ATTIC SX4 SCL IN. OFF RIDGE VENTILATION AREA 115 5Q IN. PER VENT 536.4 /115 TOTAL# GF VENTS REQUREO 4.66435 TOTAL#OF VENTS PROW DEO 5 •AREAOF ATTIC ISTHE PERIMITEROF THE HOUSE, LESS THE OVERHANG EXTERIOROFWALLTO E)(TEPJOROF WALL. NO OVERHANGS INCUID® 01-01 FIN FLN OFFRIDW �T\ I b FEW FE-1110 LEF an MIN 0 MIN v REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FNISN 4DT !D � p --------------------------- Tr-- R 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 0 -O' FIN. FLRoo _ _ I+__ _ _ OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FNISH 4B T3T. FIN. 3 0'-O' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774E078 FAX 407-774,4078 www.•bd•aigngroup.00m AA#:0003325 t G [pvtoiscT# tMDIN. S. LOT BBOTT PARK LOT #7 BLK #10 04181.000- 07102 moasrA 4EAB "1672-ARIA" GA %AGZ 8TIMC: RIGHT PAGE: ELEVATION 11 c 11 60 MPH EXP. bwa'� ii�z5�i� MICAM 1/4"=1'-0" afmc T A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DSV OUTLET m AMP MMA POLE IIOV OUTLET IISN OUTLET VI OP OUTLET NI® TO somm GR IIOV OUTLET SDI3PED 100,1040 PAIL WVL,& RtTAI'PES IENSSTANT TTPO 290V OUTLET (4) SAME COMNvOTION IIIP OPI ENT. UAATWWW DM Olnur GOMM PALLT NImPTR OUYTCN OUNTC 4 3-UYY OrER SSNTON 4-WAY OPER WALL MOUNTED LOW CEILM LKNMT © LED CLG LIOMT ©Vp LED VAPOR PROCP LIGHT O yip VAPOR PROOF LgNT OQ IEKENlD CAN eVw. PAN I cTM PER ea A. %J UPIN NIVLIOItr oM N'ER as IT. 1 rsPwa "Tw Two sY OLqLom �4TILe IESAP ® rlEc�eEw A/eq►O R ARID w (sua ACE rNr� 2' RL PMSCEW 4' NLUOIMSCEM p II 4' TRACK LWNT 0 PANEL db METER smom OrwroRup" �YILUSm1� I w.1aim MOUNTED DETECTom widdSdd ®GYlwt S/CO PoNown, •IOKt DETEeTae COS Ninalt OP NOT LESS THEN P PENOAIAT LOW NATURAL GM ► TELSIRIOS JACK WATER HEATER.. DaccwNm= AIR CONDRIONNO DRcomecT f TELEVISION JACK T O J•EODc TOM u•Pme SUPFK ORNED N ACCORDANCE SON MANKINDSINCH D AS NCR S C a Pn EDx C.L.PANLIONT roEEar"meDN ACCOIOANCE NW EON MAIwD AS SUCH PON G`Q 24' SNCMOpCiNT LI'LiT ens Anima le' 1CAIO{av0 LIGHT (TRIP ® 4P PCANDESCMC LOW STRIP ROOD LIOM CPT. SRC WTY INEYPAD • PA M*I-EWTTCN POR 0410 IRE PORT • LOCATION OP TV JACKS 4 PHONE OUTLETS A PANS TO EE VERIFIED • MOI'EOIFEIE rRE-CONSTPLOTICN MEETNG. • ALL M A E AMP ERANCM CIRCUITS TO EE ARC —I rROTEOTlD PER ELECTRICAL PROVSNCHR Of BYE STM INDrcNaA r3en) A 14EC glen TAN14 ImrcIO11 • m AMP DEDICATED LALNDRT WICU1T. • eA • RLANC) (NOT ON KITCHEN CEeurc) • DRMWASIER DSCON NNOT TO N LOCKOUT N RA WL • EATISEOOI 06WMT PAN TO NAVE MN GARACITY OF SO ONN INTERMITTENT FM ELECTRICAL PROVISIONS OF SECTION MEOTD I! aTN EDITION [3eN • LAUNDRY ROOM IMCEPTACLC SW1LL EC OIS01lO PALLT clRcurc-NTERRTRR PROTECTION POR PERSOMEL ON FEEDW • WRNO METHOD SMALL IM NON METALLIC CABLE PER BLDCT•C.4L PROVUH" OP PEt3AS ATN ED rN3ni • ALL WOW TO CO'IPLY UNTM ELECTRICAL PI67VINOIJS OF TIE PEER ATM ED Gwu • ALL LIMPS SMALL ES SEL3LT® EY dIILDER Y0 TNM a LIOLITSIO MMT ER BlR6Y lPIfJ6lT lYI! PER �ICIlACY) 74m. NN EDITION RI•Al ' I-3' I-3' \I I I I L I c ' WP LED LIGHTING rL________________ Ca? SINGLE LAV. IS BATH -2 CEILING I'G PAN I I 6'-4- MTD To BE �.` s I OWN ES (INSTALLED,—„� PROVIDE �\ U-Box FOR OPT. PAN A ---D5�IN1N 2� PRE -WIRED / CLG FAN D. CLG AN `J �\\ I 1 1 w.i.c e I Z GREAT ROOM \ SWITCH IN 1 CABINET — — I L I aTS131'tCop YY L - - / I I I HOOD WIRE W/ / l i 0. OUTLET PA FUTURE MICRO. I / I I L I I BDRM.aY3 GPI IAUN �__ k LED LIGHTING WCLG PANL' DOUBLE LAV. =II 1 L OWNER'S BATH f GFI I -TIME I GFI • / 1 P.D. FOR 44' APP.CiARACI O i 1 1-----� DOOR 1\ /f/BOLLARD - ZUA:LMOUNTED AS REa' PER L \\ LIGHT W/SWITCH IN CODE \ ATTIC — -j F0 KEYLESS Q f I FIXTURE GFI S.D. \ CLG. OUTLET f1 BDRM.# P$. FOR _L— — — OHD IRRIGATION OUTLET • Ca 48' ADP. GARAG PRE -WIRED 1 / CLG PAN 1 I f 1 ENTRY - - - - - - - - - - - - - - - - - - � �COAC `-''---------------�'' ELECTRICAL PLAN LIGHT SCALE, 1/4' • I'-C' • . .... p WNW ����iNET mo EEr PANEL -A ®a©�mo oo♦�000♦ ®aou��mo o��©oo♦ ®00 NURSERIES 00 00�"�oO® mEEIfS�EE�OIRIII® so>som'�om m �om�o�m o®�ca�oEEr.® EELM E�m=® EEEE�EE�L'�EEEEEEE:f EE;1•�L'�E��E� EE��EEEEL��EE1� ©NW ®U EL!•E�L�E��� Mmm =MmmIIIIIII� 0 150 AMP ELECTRICAL RISER METER NOT TO SCALE. FIELD LOC, A. ELECTRICAL MATEMALO AND NSTALLATION S SMALL COTLY w'M ELECTRICAL PROVISIONS OF TIME ROM AtW EDNTICN t3eM1 LOCAL CODES, AND ALL LOCAL POSER 0"ANY PMGJ RMPRN S. E. ALL COPCPJ= M SMALL 0E TYPE TMINTIW UVLE66 NOTED OTHMERSE. POWER CONTA TRAtmmlo !R PROVIDE 00 ANT, W440 VOLT. I PHASE SROCNICARK ELECTRICAL SERVICE. P IROVIDE 3 9 CODER (CU) N 1-I07" DNA SCFIEDILE SO PVC CONDUIT OR F"OVC* 3 'SAD ALJMNM (AL) IN2" DU SC ED{LE SO rVC CONDUIT WLEN SERVICE IS PROVIDED EY M EJ]CTRO OOT.4NT'. CODRDNATE WTN M ELEOTItlC 0402m"P.4NY FTVIOR TO ETD. • 39A0 CU, THYN • PS CU IN 2' CONDUIT OR 3 THIN . PG CU IN 2. CONDUIT. r TO TERMINATE ABOVE 60PMT • OVERNMIO.) eereewrKH SERVICE DIOZONNECT SWITCH AND M ELECTRIC METER N NETA 3R ENCLOSU! IINOARP TEJ P i" =tAm CAELE TSLENNON ENTRANCE eEINIVICE EORANCE EO mwu EOUp•NElT I NTEIMYSTEM EONID6S TERMINAL AT LOW VOLTAGE CONNECTIONS 14 CU SERVICE 614013D CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PISOVIEIOS, CP M MQL*j i S/V' DIA x E R LONG COPPER CLAD WSd31D ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-774.4078 www.abdosigngroup.com AA 14: 0003325 q a 0 � kk 6 SVHDI[V. Ae LOT: ABBOTT PARK LOT #7 BLK #10 PROJECT# 04181.000-07102 moDsrr 4EAB "1672-ARIA" GARAGE 911111 NG: RIGHT PAGE: ELECTRICAL PLAN 60 MPH EXP. ITI Daurr 'I ATE:* 11/25/19 SCALE: 1/4"=1'-0" sk=wi ' E1 � II ' II II � I � I ' I II I - - ii ilk � II � u m I I e M N v N I O I ii i ii I -cc I I I 1 I X- � CIII - M N L ----- J N PLUMBING PLAN SCALE. V4 a I'-0' t2 • V.TR �I lrt' 2, \� KITC4SINK N ���I 1/2' Ila' AUTO VENT (� 1 2' V.TR �r 1 7 2 �I1/2. I I/2' �I jTUC i 1 I '� 2' I IR' �• ILAV 11/2• �rl1/2' WC. 2• 3 I 3• WA9NER I UJC' I I LAv. LAV. C.O.3 SAW MAIN I PLUMBING RISER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoeigngroup.com AA N: 0003326 q a ItITITI svaDXV ae LDT ABBOTT PARK LOT #7 BLK #10 [pitoilecTo 04181.000-07102 MODE7� 4EAB "1672—ARIA" GARAGE SWXNG: RIGHT PAGE: PLUMBING PLAN 60 MPH EXP. PRDFT mm", DATM 11/25/19 GICAI.E: 1/4"=1'-0" 8mmmT P1 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 15E CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER POO 6TH EDITION (2011) MECHANICAL OLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR 15ATWMG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOM$, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S ALL FIRE RATED CEILINGS AND WALLS 814ALL, 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 (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN s LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3A6'X2' TAPCONS •NIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM f 1 AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB 98X1 V4' SHT. MTL. SCREWS SUCTION AND LIQWD AIR SUPPLY 1 REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL J 3/4' PVC CONDENSATE DRAM LINE NOTE: MAN CONO. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY d PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION 30T.2A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM BOOM INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIMCEC vFL00R SLAB CLEAN -OUT (TY�PI,. FM. GRADE OR PAVING SEE SPEC. I'-8'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TY MECHANICAL PLAN SCALE: 1/4 • '-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE P.P.E. ELEVATION. e 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 J S UIT. SUI53DIV. As LOT ABBOTT PARK LOT #7 BLK #10 PROJECT* 04181.000-07102 MODEIi 4EAB "1672- ARIA" GARAGE 9WING: RIGHT PACE: MECHANICAL PLAN 60 MPH EXP. DA 11/25/19 s•CALE: 1/4"=l'-0" 8HEET M1 2X4 TOP PLATE 7 PRE -FAD TIMM 1/1' GLG. BOARD I MAX MASONRYNAIL 0 I STUDS 024' YIOOD NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IV OC. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FM. FLR Y I ' TYP. INT. WALL NON-BRG. D 1 SCALE. 3/4'"I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.IJ ON J' OAS. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE ,e PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 1-p TYP' ELEVATIONS OH. VENTED SOFFIT V I I � I 1/2' THICK, 2 COAT PORTLAND—/--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR._ 5/8, GYPSUM D: OR 1/2, HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or - III, cm 1/2, GYP. WL. BD. WOOD BASE . a. n W/ WINDOW OPENING rl a ANAL !N pm a"LNI GAS LINE THRU BIDCK � w'.rw N' WICK 2 COAT - rORILMD cm4ma rLYTa Apmoo 0"IMMY TO MAOOKW ,p9m pua. Cowan dAD P cm an WrXIC7IRAL I'= 2X6 F.T. YD ATTACHM TO MI. CLLL As Fat MALAW � w7D �ACTm! 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'.P-0' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER "0 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES OR SYNTHETIC R908.0 ON a' O.S.B. OVER W FELT PAPER OR PRODUCT, INSTALLED SHEATHING OR J' CDX SYNTHETIC PRODUCT, PER SECTION R%M.0 PLYWOOD SECURED PER INSTALLED PER SECTION ON O.S.B. SHEATHING FASTENER SCHEDULE RWbJJ ON J' OSS. OR �, CDX PLYWOODSTIFFBACK AT ALL UPRIG SHEATHING OR I'COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE I-m, TYP. PRE-ENG WD. TRUSS T TYP. —REFERENCE MTL. DRIP EDGE O.N. O.H. MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS Ir ELEVATIONS CONT. 2x RAT RUN SECURED PER PRE-EWG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT E ENERGY MTL. DRIP EDGE PR'e-ENG, GABLE TRUSS INSULATION R-VIE FORMS FOR PRE-ENG. GABLE TRUES WEEP SCREED PER ELEVATION WEEP 80REED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH GLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W511 - FOR ROOF LETH 12, 5 1-STORY HIP BLOCK WALL (2)SLOPES LAYER2:12 UNDERLAYMENT70 58 AN 4SY:STAEM D1 SCALE, 3/4'"I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D 6151 Ix2 P.T. FURRING STRIPS a 24. Or- 1/2' GYP. WL. BD. CMU WOOD SASE, IN.FLR S* — 'FIR FLR CMU c 4 4 n W/ WINDOW OPENING TYP. WALL SECTION " - NO OPENING r6_'�1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'"I'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-1744078 www.abdealgngroup.00m AA 8: 0003325 Sp m H pli avaDiv. as MT OIN ABBOTT PARK LOT #7 BLK #10 PllCJECT# 04181.000-07102 MODEL: 4EAB "1672- ARIA" GARAGE DWING: RIGHT PAGE: DETAILS 60 MPH EXP. UI_AE�yr�' DA IM 11/25/19 aCALE: 1/4"=1'-0" 8*1z= D1 IT MIK TO l❑�- w�19M�--r=--M SECURE ON BL FLAT TO B-K U/ CUT NAILS. 81DEa 2X6 GARAGE DOOR BUCK W(6) ® )1'XS' A-DOLT6 4' 040M TENT MN. 2V 2'W')4 WA&M AND NUT SPACED EVENLY FROM FLOOR TO GARAGE OR DO4M N JOKM F7tlOR TO FILLN& 1-2x6 PT BLOCK • CENTER OF ® DOOR 1lADER kWV)M'XW' J-DOLTS 4' EMDEOMNT W/ 2'W'W WASHER AND PUT. ® NOTES= SHALL 09 N ACC40ROANCE TO I R r MANUFACTURER'S N6TALLATION INSTRUCTIONS U*= GARAGE DOOR BUCK ATTACHMENT • VY- 8' cm 1i' DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR V'4 X4' MIN. SECURE THRU FRAME 4 EXTEND 1-A' INTO BLOCK W/ %- TAPCONS (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT 1-A' WITHIN 8' O° EACH END 4 IB' O.G. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 A W ND01T TO BLACK +3 4 OR +6 4 ALE. N.T.B. 2X4: m SECURE TO BLOCK W/ �)(•' TAPO" OR (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SEOIRE TO BLOCK W/2-%' TAPCONS(MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EAGH END 4 8. q.N 18. O.G. MAX BPAGMKs. yJ. D�-� pXg,m � I'X4' OR SECURE TO BLOCK W/2-!((,' TAPCONB IMIN. SHANK SIZE .145 MIN. HEAD 812E 300 MIN. EMBEDMENT I Yi) WITHIN B' OF EACH END 4 MANLP L I'X2'. P.T. NAILER CASING JAMB OR WINDOW TO 2X PER �IA ACTURES DETAILS. 18 OG. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2' Q1TDiD011 TO BLOCK '� +1-1 " E= N.TA. 2X4s SECURE TO BLOCK LU/ TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YW ) WITHIN 8' OP EACH END 4 NOTE. STRUCTURAL 2X IS' O.C. MAX SPACING. MUST ISE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-6TRUCTURAL'lb' TAFrd" TAPCON MIN. i Y4 (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y;) ' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8=® ❑ SECURE TO BLOOD W/2-w-61 . OAS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 C,48NC• ?A';All MIN. HEAD SIZE 300 JAMBR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURED DETAILS. IB' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB lDO NOT EXCEED Yi ) DOOR JAMB TO HI,OCK +1-15/1p" K +1-18 8 C SCALE= N.TA. 2X4,m SECURE TO BLOCK W/ Vj' TAPCON6 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENTI)4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL �f•' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y;) W CMU WITHIN 8' OF EACH END 4 DRYWALL jg DRYWALL IB' O.C. MAX SPACING. ZXBm OR I-X2' P.T. NAILER SECURE TO BLOCK W/2-%, CASING TAPCONB (MIN. SWANK SIZE .145 MIN HEAP SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4.) ttACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMS (00��NOT EXCEED )Y) DOOR D TO BBO�CKK+221/4f" U E= KT . 2X4= SECURE 8O BLOCK W/ Vo' TAPCON (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y;) WITHIN VOF EACH END NOTE, STRUCTURAL 2X O.C. MAX BPACIJG. MUST BE ON OUTSIDE 4 2E'X m SECURED THROUGH NCN-8TRUCTURAL %. TO BLOCK W/2- 'TAPCOV TAPCONSECURE MIN. I-Y; (MIN. SHANK SIZE J40 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 . MIN. EMBEDMENT I Yi) k* DRYWALL DRYWALL WITHIN 8' O- EACH END 4 18' OL. MAX SPACING. ❑ 'X4' OR I'X2' P.T. NAILER 2X8m SEA�8TO BOD LOW/2-%- DOOR CASING. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER IV Or- MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" %t NINDOW TO BLOCK +3" E: RTA. 2X4m SECURE TO BLOCK W/ i(•' TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y; ) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X IV O4, MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-I)(6' NON-STRUCTURAL j{•' TAPCONB(MIN. SHANK SIZE TAPCCN MIN. I Y; 145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 VOF EACH END 4 8 CM K' DRYWALL 16' O.C. MAX $PAGING 2X84>o I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W12-V 2X SECURE TO TAPCOIJB(MIN. SHANK SIZE4A�Acw STRUCTURAL MEMBER ly lWd WITHIN 8' OF EACH MIN. HEAD SIZE 300E6' TO 8'O.C. MAX MIN. EMBEDMENT I Y4') CASINGWITHIN WOF EACH END 4D JAMB OR WINDOW 18' O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3" B +3" F SCALE, KT . 2X4w SECURE TO BLOCK WJ/4' TAPCONS(MIN. SWANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y;) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END • MUST BE ON OUTSIDE 4 IV O.C. MAX SPACING. SECURED THROUGH 2X6=m NON-STRUCTURAL )W SECURE TO BLOCK W/1-1/4' TAPGON MIN. I-Y; TAPCON8(MIK SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN W OF EACH END 4 IV OZ. MAX SPACING OR I'X2' P.T. NAILER 2X8m �-X4- SECURE TO BLOCK WA-1/4' 36' OAS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 YV DOOR JAMB OR WINDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3-7/16" G RW ID l! TO BLACK +3-7/18" E= KTA. 2X4m SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK 812E 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN VEACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. I„ UST BE ON OUTSIDE 4 2X6m SECURED THROWX•N SECURE TO BLOCK W/I-V4' NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y; (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EM15EPMEeNT I Y49 8' CM WITHIN 8' OF EACH END 4 V DRYWALL 18' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IV O:C. MAX $PAGING• MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 W* H R + 3 4" ALE: LTA. ./f 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7746078 FAX 407-7744018 www.abdosigngroup.com AA 4): 0003326 WS@ aUDDIV Jk L,OT: ABBOTT PARK LOT #7 BLK #10 PROJECT 04181.000-07102 HODE71 4EAB "1672-ARIA" GARAGE 115WINO: RIGHT PAGE: DETAILS 60 MPH EXP. GAT - 11/25/19 ETCALJC: 1/4"=l'-0" m*EcET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 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 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED 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:10/11/2019 1441 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeslgngroup.00m L AA 0. 0003325 o euaDm a LOT: ABBOTT PARK LOT #7 BLK #10 PROJJCCT# 0418 .000-07102 MoDwu 4EAB "1672- ARIA" GAPLAQ : 8117NO: RIGHT PAGE: PRODUCT APPROVAL LISTING 60 MPH EXP. ARCHITECT' 1 STATE OF F�OFiDA A \ AR NO li m J ATM. 11/25/L9 scA=: 1/4"=1'-0" BIi>c)aT D3 euaDm a LOT: ABBOTT PARK LOT #7 BLK #10 PROJJCCT# 0418 .000-07102 MoDwu 4EAB "1672- ARIA" GAPLAQ : 8117NO: RIGHT PAGE: PRODUCT APPROVAL LISTING 60 MPH EXP. ARCHITECT' 1 STATE OF F�OFiDA A \ AR NO li m J ATM. 11/25/L9 scA=: 1/4"=1'-0" BIi>c)aT D3 OL Iq.O NYIYO . PT. A ®POLO OL IOTA pVAIO . FT. A L COMAIa - L CMAM . Of. C ow"KA wzno—� as N)ON. & NLAP I. MOW yr Nnaa NNATMW LCRONWALLT PAOM 4 OC. P%X OL POLO VAIQW . PT. A i CNIAM . P2 a w • ® L PULD NdA1C . PT. A I. CREAM . PT. N f. Cn{A!N . Pr. C ♦ PULP PR, c o m PT. a TLLL PT. C TQcmw acrron PLAN= Qp r r .Pnnrr ^� WTNlTtlNr MAL. POLO.OQ tmoff. 2 COAT CEMO+T ~04 W I COAT NYLPRO P'A"NR MAPS OLT) YI S LATER ti bfu=o ~fPRY'N O LT) Lar LATTNO o• NYLONS NeAr OYtB! NALIO PLAN=, STOP �ASOW —m-m on cm HALL RAMatl aour PLAVAM fMs =—'iI IIPOP . RranI.CTKiN/ ® KIC KO UT DETAIL WOOD SHEATHING OR CMU WR5 LAYER al, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) �+ —CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (U1R5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO x—x—x—x SELF-ADHESIVE FLASHINra - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH FOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdoeigngroup.com AA N: 0003326 J IIN SVHDIV► ac LOOT ABBOTT PARK LOT #7 BLK #10 PROJSCTp 04181.000-07102 MODEla 4EAB "1672-ARIA" OARAGE STMCG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. D � 11/25/19 SCALE: 1/4"=1'-0" SHEET WA1 LEGEND DRAINAGE PLANE (U1R5 LAYER MI, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-84Z-09, MIN. 2.5 LBS. PER 90. 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 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPEF OVER 'CUICK F LASH' PIPE THROUGH WALL 6' SELF ADHESP PLASHING (INSTA PER MANUF. SPE ISUILDMG PAPEF UNDER 'QUICK III A VENT PENETRATION SCALE- N.T.B. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM Al "— '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRE5 LAYER N, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z BEA[ OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WR6 LAYER 11, STUCCO WRAP W IS LAYER n, FORTFIBER ISUILDMG PAPER METAL LATH FA6TEN TO WOOD STI®IGIURAL MEMGER • 1' O.C. MAX w.MI�D�-WALL 6' WIDE STRIP SELF ADWESIVE R.ASHMq CLEAN MASONRY D@ORE APPLYNG V FINI6N • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UIRS LAYER STEP #1 APPLY 6m MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 STEP #2 WRIB LAYER'%, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING „ �- WRB LAYER r2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATNG OVER STUCCO/ C.V. FINISH (SEE TYPICAL WAIL SECTION) METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAfiAN BLVD LONGWOOD, FL 32780 PH: 407.7746078 FAX: 407-774-4078 www,abdosigngroup.com AA k: 0003326 subDIV. a LOT ABBOTT PARK LOT #7 BLK #10 PROJECT/► 04181.000-07102 HODEL 4EAB "1672- ARIA" GARAGE STIMO: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. Drtnirr /19 SCALE: 1/4"=l'-0" S*mcMT WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — 1, 2 1/2' k CORNER BEAD (FASTENER 4 SPACIWx ® 1' OZ.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD. LONOW00D, FL 32750 PH: 407-774,6078 FAX:407-774.4078 www.abdosigngroup.com AA M: 0003328 9111111 ,aene'e, 4A am x 0 s p ABBOTT PARK LOT #7 BLK #10 PROJZCT# 04181.000-07102 MODEU 4EAB "1672— ARIA" GARAGE BVIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. 25 DATE: DATE: 11 19 / / SCAUM 1/4"=1'-0" SimmT WA.3 WOOD TRIlCTKN \ f- BEYOND V WOOD 6NEAT14m UEATNER FWA$TIVE BAPMER -1 MATtl RIP0616TIVE !1(t' x TY'E�LOr 6lDM66PL'ADFERING uwm-AGWING ASWM n s `\ j �ER �a6TIYN STARTER 67" / \\ �\ WEBAPATMHER RE616T" lt \� y W SELF-ADNERMG 1 FLAeNNG GALV'D METAL fsALV'D METAL Z. FLAMING _' R.ASNMG on DOD TRIM METMER CASM Y. x 6. 6RLLATED � :,; YIPOD TRM NEPeER CLAP OR APM%OA � CAANM SIDING TO STUCCO ® BLOCK TO FRAME U TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.I / ASTM C-841-0% MIN. 2.5, 1-55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLYD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 S Qi OXMDIV. & LO ABBOTT PARK LOT #7 BLK #10 PROJECT# 04181.000-07102 MODEU 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. p TE 11/25/19 SCALE: 1/4"=1'-0" atIEET WA4 \ 2x6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ I\ '1/8' TEXTURED i \ FINISH a WOOD I \\ 1/2' TEXTURED \ FINISH 6 CMU \\ METAL FASCIA \\ WRAP Ye' FROM \\ STUCCO, I' FROM \ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATIQN ®FLAN A 1/8' TEXTURED RMISFI • UMD, 1/2' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA UWAP WOOD SHEATHMG x x x x x x OR cm x x WR8 LAYER 91, I, STUCCO WRAPIFRAME CNLYJ x x x x x x x x x x x x • — WR8 LAYER 4, FORTIFISER x x x x x x x x x x x x x CUILDMG PAPER (FRAME ONLY) x x x x x x x x x x x x x :' I FRAME OR CMU 7X6 &a IAIIC i+1 RDCFMG 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 x x x x x x x x (REFERENCE POINT O FI �* I LAN �l METAL Iclac our x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) \ \ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOFDECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH 0 i WOOD, 1/2' TEXTURED / FINISH a CMU -2x6 SUB -BAND W/1'x4' NOTCH m 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 A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH w END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x x x x x x x x x x x � .. x x x x x x x x x x x x x x x x x x x x x x x x x x x x rCi�x x x x x x SUB BAND DETAIL 0 WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN4'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )'4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA N: 0003325 1 AN E 3 IA UDDIV. S. LOT: BBOTT PARK LOT #7 BLK #10 PROJECT/ 0418 .000-07102 MODEU 4EAB "1672- ARIA" GARAGE 9WWG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. DATE: 11/25/19 BCALE: 1/4"=V-0" 8*1z= WA6 CONC. -AB Y - - FM-12X18 • FM-12X12 - - 4" CONC. I` SLAB A31/2 W LL Y y a - 10 ; ; ;• �- FM•12X18 4" PVC CHASE i f � i I i/ rL i VT -0 TOP OF I 4 `D I SLAB 1" PVC CHASE i f' N I FOR ELEC. ® i� ISLAND i/ 1.1 • (x I I 19'-0" i 19'-0" / � Y 0 D I < O a y I n EXTEND I SLAB 1 1/2" TE1— I — — — — — — — — —— *:5 1/2 Y <V I I 5 17'-8" 1 !2Tl� I �I 1 I �I N I w LL 1.1 EXTEND O 2 FM-12X18 SLAB 1 1/2" y 4 CONC. • I SLAB y 6"3-4" 31/2 6" ( i ( .� ) LL I ---� �j 2 ,.1 4-71/2 1 1.1 1'i— J FMC-12 X18 FMC-12X18 — — FM-12X78 — — — — --FM_12X18 FM•i2x,2 FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 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. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, MINDICATES #6 BARANDICATES #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', #8 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: 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 4 OF SLAB SUPPORTED 3'-0" O/C MAX, SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4xW1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BAR5 SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT I LONG FM-12x18 12" CONTINUOUS 18" - (2)#5's - HU-0" FMC-1208 12" CONTINUOUS 18" s #5 IN CURB VARIES F-24x24 24" 24" 12" s s FM-12x12 12" CONTINUOUS 12" - (2) #59 (-)0'-4" TE-1 8" SE PLAN 8" - 6 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngmup.com L AA #: 0003325 m � P W ly I 1y 5 !;o aysa:v ae LOT ABBOTT PARK LOT #7 BILK #10 PROJECT 04181.000*--07102 MODEL: 4EAB "1672- ARIA" GARAGE 81rWG: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. APA* EM SATE O - FLORDAO - FLOFIDA AA. L AR NO W723 J F-patNTDA 11/25/19 »CALF: 1/4"=1'-0" 8HEET s1 30, MIN. EACH WAY MONOLITHIC FOOTING y STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND < (^�' CELL SEE PLAN FOR SIZE AND 1 ° 0 a SPACING REQUIREMENTS r SPACING REQUIREMENTS - GARAGE DOOR w Q uj 00 U w_ j1 y� �v . - w RECESS m J a��.� Q .I FM—. g 0 y i 8" CMU WALL O N 8" CMU WALL I , . CORNER BARS, SAME SIZE AS BAR w w g" O IN FOUNDATION WITH 30" LEG EACH m y +- 0'-0' +- 0'-0" WAY AT ALL CHANGES IN DIRECTIONS • °I O TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ( CURB FOR ° EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) - - V RIES SEE SLAB SCHEDULE TOP OF GARAGE .ILL" ,Ig '- v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7�p. AT ELEV: W/ 1/2"ISOLATION. ° JOINT (WHERE • - • 6" CHAMFER (2-STORY) 18" p4 24" EXT. PORCH SLABU WI 1/2" ISOLATION 4" CHAMFER (1STORY) 6"CHAMFER (2-STORY)APPLICABLE) p-p^ Z SEE SCHEDULE d630" JOINT (WHERE APPLICABLE) iWHEN E SCHEDULEFOR TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE 38" WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY % BAR QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SQALE: 3/4"=,•-0" 2 @GARAGE SCALE: 3/4"=1'-0" CORNER BARS DETAIL DOOR OPENING SCALE: 974"=1'-0" 4 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46- --- -- LAP TOP PLATE A MIN. OF 48" AND NAIL WI 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4- OIC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 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 rn NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE GALVANIZED PIPE O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2W WEDGE ANCHOR Wl2" BTM. PLATE TO BE PT. W/FLANGE @ BASE 0_ EPDXY. MIN. EMBED I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 5 8", UNO � O FOLLOW ALL MANF. PLATE EPDXY 5-1/2"EMBED. MIN. (aj 16" OC SLAB W/10d MASONRY R _ SPECIFICATIONS FOR USP SPTH4 OR SPTHB BTM MAX. NAIL 18" OIC STAGGERED. N I AND TOP PLATE ANCHORS WI ADDITIONAL METAL SECURE FLANGE TO USE AND F=- PREPARATION OF 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE CONNECTORS NOT REQUIRED WHEN NO W//(S) IM" X 21/4" Lp HOLE. w UPLIFT IS PRESENT. TLAB W w 10d x 3" W SEE SLAB SCHEDULE K SEE SLAB SCHEDULE Q' TOP OF SLAB TOP OF SLAB 4" CHAMFER (1-STORY) - ° 8" CHAMFER (2-STORY) EQ. EQ, EE SCHEDULE EQ. EQ, EE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:3/4"=r-o" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 8 INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE: 3/4"=1'-0° (NO UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (W� UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, C O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL WI PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO oil BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W110d MASONRY NAIL w 16' O/C STAGGERED. ADDITIONAL METAL U y CONNECTORS NOT REQUIRED WHEN NO C to O 8" CMU WALL UPLIFT IS PRESENT. '- 0-0' � POURED LINTEL CONT. (TYP.) �}0` 8" CMU FILLED CELL (TYP.) ' TOP Of SLAB SEE SLAB SCHEDULE 2X WALL FRAMING '. .I" SEE SLAB SCHEDULE 1/2" DIA. USP 72505D BOLTS 5" Z e MINIMUM EMBEDMENT INTO TOP OF SLAB .°" "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB ir- _ '- SEE SCHEDULE SEE SCHEDULE g4--. S . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY, COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO FOUNDATION WOOD WALL FOOTING AND COL. PAD (D_,_�NINITERIZOR BLOCK WALL CONNECTION (NO UPLIFT) IV SCALE: 3/4"=1'-0" 1 1 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 wwW.ebdealgngroup.00m L AA 0: 0003325 O g3 ID I O L auMDiv & LOT: ABBOTT PARK LOT #7 BLK #10 PROJECT* 04181.000-07102 MODEL 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: DETAILS 60 MPH EXP, ROL4M A ABOUCHAM L AR NO 93M A DATit 11/25/19 SCALE: 1/4"=1'-0" BIiEET S1.1A L"i N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngmup.com AA #: 0003325 P 0 a 8 � 8H➢ti d BVHDIV. a• I,OT ABBOTT PARK LOT #7 BLK #10 PROJECT# 04181.000- 07102 MODEIA 4EAB "1672-ARIA" GARAGE SUING: RIGHT PAGE: DOWEL PLAN 60 MPH EXP. DOWEL PLAN SCALE: 1l4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR WI 10" HOOK GROUTED BOND BEAM iN .I ed CL a O CLEAN OUT REQUIRED K FOR INSPECTION c0 TIJERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK �����{{'' BAR SIZE 48 BAR CIA. Z w #3 18" #4 T #5 #6#7 HORIZONTALIVERTICAL 1 REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB WI 112" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL A" 111.- 0.-0" .- 0'-0. TOP OF SLAB a TOP OF SLAB Z W Q. SEE SLAB SCHEDULE BAR SIZE 48 BAR CIA. > "a 4" CHAMFER (I -STORY) 18" • 8" CHAMFER (2-STORY) #4 24" Z MATCH STEEL #5 30" f REINFORCEMENT PER SCHEDULE 8" PVC CHASE THRU FOOTING #7 42" - MATCH STEEL - SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3I4"=1'-0-0" #5 BARS im81, �b CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONA .D REAGAN BLVD LONGWOOD,FL32760 PH: 407-77443078 FAX: 407-774-4078 www.abd•signgmup.com AA #: 0003325 y S C V 1L L j,. L OEM es LOT ABBOTT PARK LOT #7 BLK #10 P1tojmcT* 04181.000-07102 MoDmu 4EAB "1672—ARIA" GARAGZ EWD90: RIGHT PAOZ: DETAILS 60 MPH EXP. Cj FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 Q 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'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 8 DEZZTNDN REMARK 10 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION re (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6mow I SAFE LOAD - POUNDS PER LINEAR FOOT SA 3'4r (4n PRECAST 2231 4'4r (491 PRECAST 1888 4'4r (84") PRECAST 1688 S-W M4") PRECAST 1217 F-10• (70') PRECABT 1002 V4r (7n PRECAST ON Tor (In PRECAST 743 S'4' (112') PRECAST 554 1048' (ION) PRECAST 475 11.4' (136') PRECAST 382 IZ4r (144-) PRECAST 337 IV41' (10n PRECAST 218 14'4r (15ITJ PRECAST 278 14b' (178') PRE87RESM N.R. 1" (184') PRESTRESSED N.R. 1r4' (286') PREST D N.R. 18'4' Mn PRESTRESSED N.R. 214' CASD PRESIR6MED N.R. 224r 00) PRESTgENED NA 14'4r — PRESTRESSED 0mm000m O��Omm mmovooKum oommmommm m�00000 moon©ov mm000m0 �m®"OKmaOm mm000�ca,� �m000mo 00m0�001 mmm00E''%ICl�, oom0000 00m©�©0 0000000 ��m0�00 oommmoo ®omom�o ®�m0mm0 ©�mm0m0 ©0��000 ��mm�m0 ©�0©ODD 0000��0 00�00DD 0��0®00 ©I0�00�0 NA 120 1 ]W 1 4l0- -f 04 IN 1082 - tM (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS T-r On PRECAST R66') 1026 1024 1686 4'4r M PRECAST T66 783 I= V-r (541 PRECAST 502 681 1073 S4' (649 PRECAST 411 411 746 8.10• (M PRECAST 340 339 816 S4r (M PRECAST 607 721 480 Tor Mn PRECAST 424 634 363 S4' (112-) PRECAST 328 512 230 1014r (12S') PRECAST 284 401 100 11'4' (136n PRECAST = 452 154 124r (144') PRECAST 244 402 187 13'4' (ion PRECAST 217 324 110 1P4r (1Mn PRECAST 205 293 100 14'0 (178) PMMMEBBED N.R. 204 91 1S4' (IM PRESTRESSED N.R. 268 83 ir-e (2089 PRESTRESSED NA 194 84 IV4' Cam) PRE01811310) N.R. 148 62 21'4' CM PRESTRESSED NA 125 42 274r RM PRESTRESSED N.R. 116 M 24-0 PREBIRESSED u • a - SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �MI�JM88I SAFE LOAD - POUNDS PER LINEAR FOOT ' m��00m0 - moo�000 _ m0000®o ����00000 06i^G`tE7'F�71Q"�1� 0�©00mm oo®o©om ��©moo�oo 0m1 1r= II'!K=7 K !1 OQ�Q�Q'nQ�Q��p , OQ��"2'1CR'_1Ca�C1i'1iZR_1i olm-!Q!��r. crcr; (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM W OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 --------------...—„,. .,".---- B--1 —_� SETS-1TlO —— .—— — - - —.— -- - —��a. (b 8F16-1T/OM/0B TlO $ �#1 >i 3� � 9 Y� GT s° s tlr16.11lUM/Utl +d q` 3 *a � pb 1 9 i W 1 ( 5 ( i 1 ( 1' LINO, PROVIDE B131 WHERE 4 ROOF TRUSSES BEAR, TOP OF WALL EL. V-0", UNO. 5 3 A i 3"p BRF14- 9 1TIOM/OB n GT A ( % . 1 8F16-1T/OM/0B ( 1 ffi LIFT BEAM PLAN SCALE: 1/4" = V-0" ( � ) q 2 8F20-1T/0M/0B a 1441 N. RONALD REAGAN BLVD L0NGW00D,FL32750 8PH: 407-7740708 FAX: 407-77 www.abdeslgn AA0000 b p • QQ alit aUDDIV. 8c LOT: ABBOTT PARK LOT #7 BLK #10 PROJECTp 04181.000- 07102 MODELc 4EAB "1672- ARIA" GARAGE 8WIMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 60 MPH EXP. DATE." mT 11/25/19 BCALE: 1/4"=1•-O" EI'iEET s2 Of #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM ') SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.6"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM i>R5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. W 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING k PLACE STEEL HEIGHT. a0 REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 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. TYR 8"xl6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND REINFORCING ORB HEE BOTTOM BOND BEAM SLINTELEAM IS OMITTED AND A TO BE CONTNOUS THROUGH THE 1#5 TOP OF THE LINTEL. 8" / 1: ^`6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. p05' FrG� 8x16 DBL. BOND TOP OF x QaE BEAM Wl (1) #5 BAR BOND BEAM •\O� EACH COURSE TOP • ���G�\aG W/8(1 #5 BARBOND S .ti: BONDSEAM F =FILLED W/ GROUT U =UNFILLED GROUT SOLID FROM .�•1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF#5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 �A NO) 16-1 T/ 1 B 8x8 PRE -CAST CONCRETE "' 'F NOMINAL—�� LINTEL Wl (1) #5 BAR (L2) LENGTH OF BAR= WIDTH OF MASONRY PO HEIGHT # OF #5•S, TOP 0" OPENING-2" BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-0 THAT XFXX- IT/i M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER AND XFXX-1TIOMl013 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOPs. OF OPENING PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD AT LOWER ELEVATION WINDOW 00 MIN EMBEDMENT 1 114") 8IZE 3 FROM EACH ENO AND 18" O.C. MAX. MIN 1-1/4" #5 BAR BENT AS SHOWN EMBEDMENT '" 3 1/4" PRE -CAST a WINDOW 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4")8" SILL FROM EACH END AND 18" SLOPE O.C. MAX. MN 1-114" 4 EMBEDMENT OPEN FACE SHELq 2x8 (MIN 2 X 3) 23/16 AS TO ALLOW BE TAPCON OR DRIVE PIN (MIN BAR TO BE PLACE SHANK SIZE.145 MIN HEADUPPER 2X4 SOLID BLOCKING AND LOWE5 MIN. REQUIRED IN BOND BEAM 1/4"") 83FROM EACMIN H ENO AND SECURE TO SHEATHING /7116"OSB EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-14' MIN, 2-12tl PER BLK. EA. END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK SHEATHING CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 4 5 scALE:11/2„=1'-0" SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I I SINGLE 05 CORNER A I BAR, 3Ox30 TURNED UP FIIL TURNED DOWN INTO OF FED CELL BONG. BEAM $ II I II 8x8 CMU PIER W/SINGLE OR DOUBLE REINF. SARIS), rij, PROVIDE #5 BAR SEE PLAN. II / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=l'-O" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 wwwabdosigngroup.com L AA B: 0003326 A or ,a 8 0 • � i1 aUDDIV. as LOT ABBOTT PARK LOT #7 BLK #10 ]PltojzcTif 04 81, 000 07102 MODMIA 4EAB "1672-ARIA" OARAOffi aQiMO: RIGHT PALM: DETAILS 60 MPH EXP. Z)AIC:: 11/25/19 8CALZO: 1/4"=1'-0" e*== S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 T-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO y� BRACE TOP OF WALL. _ �s CJ7 —_N -- ---x---u---ir CJ1 EJ7 N I I Wn �N �N I Ins � CJ3 N 11 N 2A II I I IIW N q 11 N 11 M Y N ■ Y N p TO CJ3 ` 4 1A CJS ■ N I v I ATNN TACH'4'-0" LANG N SCAB I ■ TRUSS WI tOd NAILS @ 8" O.C. ■ ■ ■ ■ =v CJS 1 I ! (4" FROM EA. END) GT A9G I 16 : �..v =ql� ::=ems. _ =a.a• 9.Iv..�rGv.ly=v= =v:,�L4.v= •v:�•v• • - ,o I II II :9 �•�I®:tea:•:�= vLs•Iv: •:1a�•v.s{s:vs is I 00 m a,=� PREFABRICAT®RooF L) I I I I I to �� •TII • )�•vl�f` '�• v .v•�•v.v•L• . I. .I . .�• . .,�. .a II I I to 3t •v=�.:•v:}�:v v• I, ATTIC I Aa AS IA � A7 : ss®• . �a.e m./.e v = �..: _ _ mac. 1A N 4 — — GT ABG 1 N `: CJ5 �v• 1A N N ■ ■ ■ ■ ■ CJ3 1A V I■ 1; 1 EJ7 I 4 q n C1GE CJ1 FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 W ww.abdeYlgngroup.com AA #: 0003325 P !pA I1QJL r S aUDDIV aY L,oT ABBOTT PARK LOT #7 BILK #10 PROJECT# 04181" 000-07102 MODEU 4EAB "1672-ARIA" GARAGE BWn4G: RIGHT PAGE: FRAMING PLAN 60 MPH EXP. N DAM 11/25,119 8CALE: 1/4"=1'—O" B*ECW s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFMALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1)USP HTA16 TRUSS ANCHOR WITH (0) 10d x 1 112" TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR # 1175 UPLIFT USP 842) USP HTA16 TRUSS ANCHOR WITH (9) "ROOFMALLIFLOOR WITH (9)10d x 1 112" NAILS TO NOTE: A PT SYP #2 2" x 4", HTWM20 W/1010d TO IOd x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING TRUSS EA. PROVIDE 4" MINIMUM 6", 8" x 4'-0" MAY BE ADDED TRUSS AND (4) 114" x 2 1/4" OBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL WI 10d NAILS, 2 ROWS, 3" TAPCONS TO CONT OVER TRUSS (NOT SHOWN) STRAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE POURED LINTEL AND OVER TRUSS (NOT ADDITIONAL PLY MAX. TO NOTE: A PT SYP #2 2" x 4", SHOWN) ACCOMMODATE GIRDER # 1900 UPLIFT (2) USP 6", 8" z 4'-0" MAY BE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. HTWM20 INSTALLED ON PRE -ENO TRUSS W110d NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTOR OPPOSITE FACES OF O/C TO FACILITATE ONE FL#17680 BLOCK WALL WI1010d TO ADDITIONAL PLY MAX. TO lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS (A) USP LUGT2 WI (5)1/4"x3" POWERS TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WEDGE BOLT& (16)16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) POURED LINTEL 2x SECURED WI (3)16d (8) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 314'k6" WEDGE BOLTS AND lx2 SECURED W/ iOd TRUSSES @ 24" O/C, ix2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" OPC FOR REVIEW 2x SECURED V (3) 16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ tOd MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, W EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3960 LBS, LA785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b L "=1'-0" TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2c 2a 2b =1 SCALE:34"=1'(Y' GIRDER CONNECTOR(§) (2) 2X4 No.2 SYP DIAG. 2z4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS AG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING SEAMS) 0'-0" TO 30'-0' (1)'X' BRACE 30'-1"TO 60'-0 (3)'W BRACE SECURE 2x6 PT. PLATE (1) "X. BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH R 10'.0" MAX /2X4 2x WOOD FASCIA, STRENGTH EPDXY 6" * SEE ARCHITECTURAL MIN, EMBED. AT 32" OC MAX. ' 1 z4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD BRACING, SEE P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ U a MAY NOT BE (2) 10d's a EACH TRUSS d REQUIRED TO BE INSTALLED* 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ, tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2z4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. 7 BTM. CHORD BRACING R PRE-ENG'D TRUSS SCALE:3/4"=1'-a' NOT USED V SCALE: 3l4'= 5 NOT USED 4 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH VIVO HOLE EDGE -5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5'D SOL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE 011 SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING NOT USED NOT USED 11 ALTERNATE MATERIALS AND LIMITS 8 SCALE: 1 1l2"=1'-0-0" 9 10 SCALE: 3/4"=1'-0SCALE: " 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-774-4078 www.abdoslgngroup•com AA #: 0003325 � P [§4 O b evaa:v de IAT: ABBOTT PARK LOT #7 BLK #10 PROJECT* 0418 .000-07102 MODZU 4EAB "1672— ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d (Qj EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5TRUSSES) 01-V TO 301-0" (1)'X" BRACE W-V TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUS-B FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP, TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV, COMMON NAILS. TRUSSES @ 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 Wl (2)12ds @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=V-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO SAYS W-V O.C. (AT O PRE(TY WOOD SHEATHING SEAMS) (BLOCKING TRUSS SS (NP) Q 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 24 PT. PLATE TO BILK W/ TRUSS PLAN W/ ill" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds 8" O,C. MAX CONC.POUREO LINTEL COURSE CONT. 2X4 SECURED W/ (2)10d'9 (G EACH TRUSS TO BE INSTALLED C 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"-7 1441 N. RONALD L REAGAN BLVD LONGWOOD,FL32750 PH: 407-7744078 FAX 407-774.4078 wwwAbdosigngroup.com AA 0: 0003325 m � P a J J R V IL Y. a a aysDIV & LOT: ABBOTT PARK LOT #7 BLK #10 PROJECT* 04181.000-07102 MODEU 4EAB "1672-ARIA" GARAGE 81►I90: RIGHT PAGE: DETAILS 60 MPH EXP. D TM 11/25/19 aCALE: 1/4"=1'-0" aiIEET S3.1B 0 GABLE -END ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 710 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49,48) ZONE 3 = 67.16 PSF (77.18 "A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR lf2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd 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, 21/2" 0.120" 170,000 LNG (i6-2 RINGS SCREW SHANK I PPER NCH) Sd SCREW SHANK 2 1f2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 ExrERK3R aNE1►7HINo USE 1/2" CDX OR 7f18" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND SKI RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Z O Z J Z V � J 6 z . YZZ CD . E . m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES A7 EACH END. RAFTER OR TRUSS RnnF RuPAcerulNr- -� ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FR 13 8d RING SHANK GUN NAILS . 6" O.C. IN FIELD` TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.B�N FIELD J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 681 EDITION ACI 31B-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI $30-13/ASCE 5-13 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 INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXMIUMAGGfEGATE BUT SH AU. BE314". PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHWffERED 314'. PROVIDE 04AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS04-GROUND WHERE INDICATED ON DRAWINGS. BEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRAGNG FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF 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 ELASTICITY !ILLS, PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED CAM FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN %* OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2017, 8th EDITION. SEE NAILING SCHEDULE ON PUNS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING 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 A185, 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 T CHAIRS SPACED 3'-O' OC, EACH WAY. 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 3 E N HALLS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL B ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM M46, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES NATIONAL ACCORDANCE WITH TN:, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL D A D TPIlN STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIIWTCA BCSI t" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD-rao-conartenl REVIEW. TYP, MIN UPS SHALL BE A9 FOLLOWS: #4 BAR - 25' /JS BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -nor cores nl #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36- X 38" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR. SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16 PBf TOP CHORD 20 pef TOP CHORD (7 psf w/ ASPHALT SHINGLES) psI wl No GVPCRE7E) (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS. 10 pest BTM CHORD 5 s/BTM CHORD 5 p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 psf WINO: DEAD LOAD SPEED =1R2017) MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING S (NICE EXPOSURE C, RISK CATEGORY III INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLEFBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10ps/, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 2OPsf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) W NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 60psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE LE GARAGES: 50psf, OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION pBf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5fTMS 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. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM 0-90, GRADE Prn -1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 0-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8 WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATIM SITE PREPARATION: 'S' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pL FOOTING TYPE "M' ORMORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SUB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL 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: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'.l- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME-STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER I3 ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGEtTHAN 90 MINUTES, THE CONCRETE SRALL NOT BE PLACED. IT SHALL BE THE HE RESPONSIBILITY OF TTESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REOURED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1WFOR MI6 AND SMALLER 7 FOR 4 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS Mir FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 A-500, GRADE B. Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTW53, GRADE B, TYPE E OR S, Fy - 35 W. 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 A326-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 APPLI.-F'�- TYPE BPACIND REIAARKS APPLICATKNd SITE TYPE SPACING PE- 1-FUR TO HIEDCgI DIAAGEDOON BUCK -. TAPD0NMA40xiY I - EMBED. 4-END DIET., MA80191Yl CONC. S LONG.TO 9, bL MASIXAY/OONC. M.WASHFA FASTENER 8.� 1-EDGEBGD. AL. EXi. OOPS ENED 0011 B"dG WINDOW/DOCWFASTENEO GARAGE DOOR BUCK tTY DwE 148KW BOLT 24'Q'C A- EMEED.,VENDDIET„ iN Pf, BEE NOTES LONG. STAGGEREDMA80NRY2VHC. TO MAEDNRYIOONC. WASHER 7EDGE DBIT. WBm woK ENED toe rest wwoowiDoow FASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING PT, SEE NOTES LGNG. STAGGERED INTO MASONmrcau0. MAsoNRYlcoNc. REQUIREMENTS SEE N01E8SHER A. "TAPWN FASTNER 1PdG 11R' EMBED. FEtYl'A'EMBED DIET.. I INS EDGE DIRT. -To CONL.54B A'EtOPT, w, Z-B0. BOLT 240/C .7EDGED6T. Nxo WINDOW BUCK 8.138'PAFA219' B'O'C 1' END. DIB1. I INS IT PT TO STEEL COL., SEE 1W IyAyRER STAGGERED EDGED- NorEe NOW 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE e. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX 407-774407E www.a Wlesign group.Qom AA #: 0003325 W N Y r Q NJ aysElo ;#7 LOT ABBOTTPARK LOT BLK 10 PROJECT* 04181.000-07102 MODEL' 4EAB "1672-ARIA" GARAGE 8Wn9G: RIGHT PAGE: DETAILS 60 MPH EXP. DA IM 11/25/19 DCALE: 1/4"=1'-0" ll Hm MT S-N 1