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Home My WebLink About7608 Broad Pointe Dr99 99 1(0072 -4EAB-ARIA "y . 6m; OMES p\.Q` 12602 TELECOM MRIVE, TAMPA, FL 33637 Tei= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -IUMU 11 COW ABV. ABOVE LAV LAVATORY DATE DESCRUMOx DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 ors �o®o) s,— -OCCUPANCY - RESIDENTIAL, GROUP R3 :OCCUPANCY TYPE - VB -MDI. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPHCONC. -EXPOSURE - C .2-STORY RESIDEENNCCEE - YAX HEIGHT AS PER LOCAL AND SPATE CODESD1A. AD ADJUSTAITIONBQG MUM LUMINOUS ADJ. ADJUSTABLE MC. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER BAD BOARD M' '�"�ESHOLD CAB. CENTER L� mn METAL CLG. CRUM N.T.S. NOT TO SCALE CLR CLEAR O.C. ON CENTER CONCRETE PL PROPERTY LINE CPT. CARPET P.H. PUSH HUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLY. PLATE DBL DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAIR DIAMETER P.T. PRESSURE TREATED vmv" �„� ARCHITECTURAL SHEET DESCRIPTION M/0 20n FBC UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION C ' PG El -ELECTRICAL PLAN PG PI —PLUMBING PLAN OVA* CD�sRE-18WED FOOTIN6.1 F&v" PER n BOMM 02MAS PLAN MAINTENANCE 03/2eAe REVISED LINTEL SIZE AT FRONT ENM DOOR g(,/Z�g ADDED LED LKaFrtB • KITCHEN eATHRoona PER nAlac COUEB pT//2/I9 ADDED STONE OPTION ELEVATK7N8 'C' 1 'D' I0lZa/1% ADDED OPT. ar-a CEILING HE04r DIM. DIMENSION RR` IDISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM ROOM Dw: nDISHWASHER Sc. SOLIDCOI'La ROUGH OREMDR EA. EACH S.D. SMOKE DETECTOR OVOM 1111EFLACE0-CONNECTO10MTNStVW+C4+FGTOF* PG PG PG PG Ml-MECHANICAL PLAN Dl -DETAILS D2—DETAILS D3—PRODUCT APPROVALS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: •'TT• =. S 04113120 OFT. V-O• CLCL HGT. ELEVATION'C•- REVISED HEIGHT OF AW-441AT OVMI 2020 MC UPDATE 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 LIVING Cw41iAGE 43Z �' 38 $a FT. TOTAL 38 50.FT TOTAL 2f$a $G7. FT. N S.ESH�LEHUNG H . ELE¢ EQUAL SHYSHEET EQ, EKH EXHAUST SHTHG. SHEATHING 0 I EXTERIOR SS SH S SIMILAR F.G. FUEL SSL. SLIDING FY�R FLOOOH K STDL STIDING GIA ANDARD � FLUOR. FLUORESCENT SwS SHEAR WALL FRODR. FRENCH�GDOOR TEMP TEMPEERREDGIASS GA. GAUGE THK THICK GAR.DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB O.F.I. GROUND -FAULT CIRCUIT T O.P. TOP OF PLATE GLASS INTERRUPTER T.OS. TOPOFSLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSEOTHERWISE H.C. HOLLOWLLOW P. CORE V.VAPOR PROOF HDR HEADER W. WASHER �w "T �uwTION wo. WITH 'M. INTERIOR IW/H WATERWINDOW HEATER W1. WROUGHT IRON PG PG PG PG PG PG WAl-WALL ASSEMBLY DETAILS WA2-WALL ASSEMBLY DETAILS WA3-WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS WA5-NOT USED WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET DESCRIPTION PG PG PG PG PG Sl-FOUNDATION PLAN S1.lA—DETAILS S1.2-DOWEL PLAN S1.2A-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 PG PG S2-LIFT BEAM PLAN AND NOTES J S21A-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN DRRAAWING SET, TO CORRECT PROCED��STFFOOR THE PG PG S2.2A—SAFE LOAD TABLES S3-FRAMING PLAN BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG PG S3.IA-DETAILS S3.113-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SN1—DETAILS AFPs IN WRTTTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAUS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d. N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 8 [Alti v as Lo14 BOTT PARK LOT #33 BLK # 12 48-33121 4EAB "1672—ARIA" RAGS sMUMS RIGHT PALL" COVER SHEET %160 MPH EXP. C a_ DATA 01/1921 •1/4"=I'—O" 1101mC1TA GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. WE wows 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SWILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN r LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. 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 ARCHITECTIENGINEER 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 13(8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318INCHES 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'/W NCH 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 TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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 ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. FWYBNIG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVEMN08 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINMES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CI O63.19a AND R703.7. FIRE RESWANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7, EXTERIOR CERMW 1. EXTERIOR CEILING TO BE 112- GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR 80FFIT3 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12110/20 (RM) JAN 1 N. RONALD RFAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003325 sunDIV. 4b LOT: ABBOTT PARK LOT #33 BLK # 12 PROJWT 04181.009-33121 MODwia 4EAB "1672-ARIA" GAIt"M INIMUM: RIGHT PAGO GENERAL NOTES 160 W EXP. C 2021 F-runcr -1 DATM 01/19/21 •CALM 1/4"=l'-O" MUM" GN (2) 3052-SH (2) 3052-8H C - �La nllo o oi15N11110 ��' o�iNE8N58NNNNNESio o115R55RPo a II I m �I m wills: afloolin now � o o :-m . i et' 11 m ma L��. m =Q. - mm e o ME �' on DOLLARDY AS REQ. on 8�►'PCODE :�� ER 15L - / J'GWOE m ��_ 1mm m '. i m i WRY m o!IEIio��ol��EE�IIo o'Ipllo'� IoIIERIo nnuunul f/3�rli4i97d� SQ.FT. CALUS LIVING 1*12 SO. FT. GARAGE 432 SO. FT. ENTRY 38 SO. FT. LANAI W Sa FT. TOTAL 2;38 SQ FT. 001f01E1RMOCLIDDI o� BNIC wlD F1anellE FOR a a�c�vio emm NIIBI6 Gem 90119E ME 0brHV=VA WINO AICTVE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWIW IS 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16090 O.H.D. 112 9 28]/-31b BASIC WIND SPEEI) MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. 2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE R NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOIBIOL DATE OM C TOP PLATE BAR DETAIL 1 MUM SCALE: 1/4' . P-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EG IPPED WITH SOLID WOOD DOORS NOT LESS TI4AN 1 3/6' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -COIF STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 P ' r fAmLDm a LOT:BBOTT PARK LOT #33 BLK # 12 PROJECT 04181.000-33121 MODEL: 4EAB "1672-ARIA" GAR/.GE 8WING: RIGHT PAGE: FLOOR PLAN %160 MPH EXP. C 2 DA 01/19/21 BCALE: 1/4"=I'-O" B*Ec= Al LAP BIDING AS SPECIFIED-1 (TYPJ 4' FREIZE BAND (TYP.)� b' TRIM BOARD (TYP.)� W-O' BRG. HGT /�-� Typl Ni'X62' I DECORATIVE SHUTTER 4' RAISED BAND (TYPJ 0'-0' FIN, 00 8'-0' BRG. HGT,r, 0'-01FN. LR.s-_ FRONT ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH s/-IS'-0' BLDG. HGT. SHINGLE ROOF b' RAISED BAND 4' RAISED BAND -0' OPT. COACH LIGHT m� 0 FN. PLR. OFF RIDGE VENT OFF RIDGE VENT AREAOFATTIC = 2235 SO. FT. NET FREEVEmIIATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 2255/30D 7.45 VENTILATION AREA X SIX NICHES PER FT. (144) W72.8 SCL IN. MIN. REQUREDVENTILATION .SX 1072.8 IN LIPPER PORTION OF ATTIC - 536.4 SQ M. OFF RIDGEVENTILATION AREA • US SQ IN. PER VENT SM.4 /115 TOTAL#OF VENTS REQURED • 4.66435 TOTAL# OF VENTS PROVIDED - 5 •AREAOFATTIC tSTHE PERIMTTER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WAL NO OVERHANGS INCLUDED W-0' BR.a. HGTo - 0'-0 OMRIDGe ® T \\ I b all FER No I m 0 0 L will t REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FNISH M. is i0 R- — - — - — - — - — - — - — --------------------------- LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH F -0. S'-0' BR.. W.T. S 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6076 FAX: 407-7744076 www.abdesigngroup.com AA A:0003326 O B UBDIV. 8e X OT•. ABBOTT PARK LOT #33 BLK # 12 PROJECTp 04181.000-33121 uoaEIA 4EAB "1672— ARIA" GARAGE OWING: RIGHT PAGE: ELEVATION "C" 160 MPH EXP. C D M 0l/19/zl SCAZ.E: 1/4"=1'-0" SHEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES — 1 �V MY OUTLET 20 AMP 6WILE POIA nov OUTLET IIOV OUTLET N O OUTLET WI® To OMTCW �OH IIIN A717RET nompqp eR(T MM PMOWA14T TYM) �I.. 270V OUTLET (4) IRS! CONNECTION '1� ffl EM. IWIOIRDOP OUTLET OROND PAiLT NIEREIrTM WATCH BWTC14 34AAY omit DUTCH 4-NAY OPER ' ^�4 WALL MOVAED ' V LIONT CEILING LIGHT © LED CLO LOW APOR ©VI- �qF LL104T O VP VAPOR PROW LIOHt OREOLBBW CAN eVENT. PAN I CTM PER Ila FT. VOW. PAIN atom I Cm PM SE PT. PDCRM rsmic'ee I= NT ® ARd#OAROUN YAaAP aeOlaO rSUIlAC[ I?1T! 2' RLOINSCWT W PLIIOIlScmw p� I-o—st d 2j err• dA 4' TRACK LIMIT PNiL METER O S.D. snag w1Ect4 R ts.MAACEAr- ! Mir orlool 1'DITTSOTOR ELMS ®CAalOI 6/CO N1Lq OSTELiOR �� SW1LL SE A DNTANOE OF NOT LLM m!N 4' FENDANr LWNT NATURAL GAS . TEL@Ha4E JACK a42 o ro eE JLMeATaa '°"e C4MWMM ONCIDN ECT ee AIM ON TI LMaION JACK NOt mwm TO an t%�raereD N O J-NON ACCOIIDANCE W OOIf I'7A/E!D AS SUCH FDII TO SE SUPTORIm N CELW PANLIOH'T ACCORDANCE W OOX AS aICH FOR Ian sa• NCANodes+r LOW tRRIP ^o x' LOW t1TRIP nnennnnn N. LIaN(r STRIP R.POD LIGHT OPT. man KEYPAD • PJ&. PWN-eRtON FOR CH#i8 um PORT • LOCATION OP Tv JAOCN a NION! OUTLET& a r R* TO EE vEAII'@o • NOMBO*4m PRE-CON67111 ION MEETM • ALL N 4 20 AMP DMO CH CIRCUITS TO SE AMC FAILT FROINCTED PER ELECTRICAL FRDVNIONS OF MM • 20 DEDICATED LAUNDRY CIRCUIT. • GR • ISLAND (NOT ON KITCFW4 CIRCUIT) • 016HWAS ER DISC.ONlCT TO BE LOCKOUT N PANEL • NATMCCM RXKAUW PAN TO NAVE PIN. CAPACITY OF M NTERMITTEW PER ELECTRICAL 1•1111OVINONIS CP SO CM SECTIt2N MOOT! wo 1TN aNfi (2020 i1w • LAUNDRY ROOM IlGEP'TACLE SMALL SE GROUND MALT comom-SREIeEP1ER PROTECTION IIOS PERSONS ON F9DER8 • WRING NEm oo NULL NE ROa MTALLC CABLE PER aECTRCAL P1.OVNIONN OF FNOE TTu m (2aaN1 ' ALL WOW TO COWLT WIM 1111.11ICTIRICAL PROVINONS OF THE PBO! 1TH fD (2dJN1 ' ALL LAFaM e41ALL N[ YLEGT® SY N111LCF! AND L4 d, LN4RMG MINT N[ NlIl1Y BrPICJEMT tYPE P!R SE AL ENEMY PALICNNOY) 2020. rol7lda N40u ------------- CEILNCs I I 1°�� MTD. LIGHT �D "5 I I TO'E I I PROVIDE U-BOX FOR L' J �\ OPT. FANIAN f y� GFIifin CLG PCLO PAN F GREAT ROOM \\ \ 1 1 I BDRM.43 PRE -WIRED 1 CLG FAN I \�V -,/ \ BDRM J2 / Iva PRE -WIRED CLG FAN J BDRMJ1 DROOM z PRE -WIRED CLG FAN ._ � \\ D. HOOD WIRE W/ OUTLET FOR t3Fl Q TURE MICRO. s SWITCH IN CABINET I 1` / WAX KITCHEN • 1 yam( 1 II L -- CFI \ 1 I� GFI / \ / 1 I I I 1 1 1 1 \ / P.C. FOR--' AF.F GARAGE DOOR \\ zu��--- L MOUNTED \ LIGHT W/SWITCH N ATTIC KEYLESS FIXTURE GFI CLG. OUTLET OHD /BOLLARD AS REa, PER BLOC. CODE IRRIGATION OUTLET • 48' AFF — — — — — — — — — — — — — — — — — — — OPT. _ COAC44 ----- LIGHT ELECTRICAL PLAN SCALE, 1/4' a I'-m' METER FIELD VERIFY LOC, WP Panel MAN - A PANEL: 8MB vp c,t breaker VOLTAGE: 120/240 V-1 Ph MAN: 150 Arp M.C.B FEEDER 3. #1 Cu TFNAI & 1- #8 Cu (G) In 1 W' C. OR 3- #210 AL THM & 1. #8 Cu (G) In 1 1/7 C. EAr. Pa. w Dmdpdwmom ciraN armor wens D..d owP.I. VA. 012 1 20 E W OFlblll0 1200 1 2 N2 2 20 M9tllan Pwp 1000 3 4 5 8 4880 AIC C.U.-1 70 2 #10 7 e PANEL - A PANEL: 42 at breaker VOLTAGE: 120/240 V-1 Ph MAN: ISO Amp M.L.D. FEEDER: 3. #1 Cu TFMN & 1- #8 Cu (G) in 1 1/2' C. OR 3. #200 AL ThVM & 1-#8 Cu (G) in 1 I0 C. "m P.I. w N. — W.1N arwu 0r t W.b b..—•+pd- w P.I. mob. #12 1 20 S-11A t— 15w 1 2 8DW Rnos 50 2 #8 012 1 20 Memsns/Fba00Fl ta00 3 4 012 1 20 B aAlgllwn. 1500 5 8 BDp Wrr H.rar m 2 mo 012 1 M 150D 7 e 012 1 M M MCI 150D 9 10 1200 OFI A 1 M2 #12 1 20 BrhM 12D0 11 12 15DD DlrwY. A 1 N2 M2 1 20 IMI/ APO 1200 13 14 %00 DYNOR 30 2 n0 #H 1 15 trat Roam. Lrla1 & AFa 900 M 18 SF.a. 17 1e 1500 W.r.r OFI m 1 M2 014 1 15 SD&aOAFCI 900 19 20 I= ov GON m 1 M2 *12 1 20 Db 42&*31 BNh#2 AFCI 12p 21 m 1200 IEAtma Us B Rsa .a AFCI m 1 012 23 N om B.d In 'm ,5 1 014 Space 25 900 BOh#IAFa 15 + R14 9 20 1000 94hr Door 41 m 1 .2 29 30 low 21 , M2 31 32 m34 35 38 37 31 R 2 35 AKII 5 KVA d 85% 5120 p a1 a+ a2 laid to dr,•ndhdv a.tdlrbl.l l,Is 15W0 i100 Lmd todwnwMhdac*ddJmrllhe Demand actor a u ns: ABBREVIATION& AICI: ARC FAULTCIROXKERRUPTER NC: NCNCONCDENT LOAD AIR GROUNDFAULTNITRIWFIER TeW lmtl.ag.d to d.mat hoar 43100 ' RM IOWD wrh t 100% 10000 R- .W.t40% 13240 Tact AX laid BT09 10%bab.. LOAD CALCULATION N BASED ON AC NONCOINCIDENT LOAD Tad Cam.d.d tmd tarts 330N TaW roes l2p rolls 137.7 General Llahtlno & Rece rck Load Trtl NC S .m F1rt 1272 Owtwtl W & Rso 3 W / . R. 5016 • 1 At851Ae.i Mat 100% 85 Tad Owrrsl Lvft & Rio 5081 CkIH4 tlslc 7otBivaBa GonoW Us & Rae Pew A 1 31 5351 5081 I I I L I LED LIGHTING C� SINGLE LAV. BATH 02 150 AMP ELECTRICAL RISER HOT To SCALE. GENERAL Non& A ELECTRICAL MAMNALG AID INSTALLATIONS SHALL COMPLY WTN ELECTRICAL PROVISIONS O• riE! ROM 1TM lei LOCAL COOLS. ND ALL LOCAL room COMPANY PMQJNN"NM IL ALL C0ND=ORe eNALL BE TYPE TNNN(n4W INL06 NOTED OTHM USL POUCR COMPA TR4NMOIl1ER PROVIDE 00 ANT, 120440 VOLT. 1 RNASE SECONDAR4 ELECTRICAL SERVICE PROVIDE 3 4 COPPER (IOU N 1-1102" CIA SGiDU.E eo PVC CONDUIT OR PROVIDE 3 WAS ALIMM" (AL) N 2" OIA SCA U LE eo PVC CONDUIT UNLESS SERVICE a PROVIDED BY THE ELECTRIC COMPANY. COOWNATa WITH T)! ELECTRIC OOPANY PRIOR TO BD. ' � I I I I ® I I � I I I I L I LED LIGHTING (a? DOUBLE LAV. 15ATM •1 24/O CL THOU NW. WOl N2' TO TEIaimm AI CO INATION SERVICE ISO AMP DNCOOCCT VOTCH AID GtD44o r< M ELECTRIC 1'CT4R IN I NEMA SR BC .QGUM Pall TILARMON11 alMIC7 @(TRANCE EOUFMSNt NTCIMTSTeM OOI'DNG TERMNAL AT LOU VOLT40E CONNECTIONS 1 .4 CU emtvlw GROUND CONNECTED TO C0WMM ENCASED ROOTER STEEL PLR ELECTRICAL FROVISIOM OP THE PAIR IM Emrl�Ava %W' DIA X S IT LONG COPPER CLAD GROUND ROD 1441 N. RONALD RFAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 X f ABBOTT PARK LOT #33 BLK # 12 0 16 00 -33121 swDML,: 4EAB "1672-ARIA" GAV.&OR sVXKG: RIGHT PAGAh ELECTRICAL PLAN 160 EXP. C 202 DP TO 01/19/21 SCALD 1/4"=1'-0" sHs>Qa' E1 ■ 6-9 I LI I II I II I I I I I I I I I 'v --- II 1 ---, I 1i • I O I I ti • � � I II II -- - � I I I II II I I � ! I I ' I l � � L V. IL i i I Sb'x60' ---- L V. BHWR PAN - — - CE H n m N i PLUMBING PLAN 6CALE� 1/4 " I'-V 2' V.T.R. In 2' KITCHEN I I I �Cl 1/2' 61NC W/ AUTO VENT 1 1/2' 1 2' V.TP- I 2• I TUp �I IR' 1/2, I I I I 1 I LAV I I/2' �` I IR• c1\ IR'wr- I IR' �/ I •�-7 I I 1 �. 3' WA64ER I LAv. LAV. GA. 3 OHM TO MAIN 3 4' PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX 407-774.4078 wwwAbd•signgroup.com AA M: 0003326 a aZJmm M LOT: ABBOTT PARK LOT #33 BLK # 12 0 18J 00t-331 HODM- 4EAB "1672— ARIA" GARAOs SWngO: RIGHT PACZ: PLUMBING PLAN 160 MPH EXP. C 2 W SNOW , a TM 01/19/21 BCALM 1/4"=1'-0" INIPME r P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT °,HALL, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MF3. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 614ALL, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB A MASTIC. AND INSTALLED AS PER FBC 'ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OIL VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, WALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603) 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR i WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONWIENSER ATTIC W! (2)-3/16'X2' TAPCONB SIMPBON WB ROLL STROP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) #SXI 114' $WT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE NOTE, MAN COND. DRAIN 3/4' DIA. OVER HEAD 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1T14 EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FL. PL. FIN. FLOOR OR WALL COUNTERSUNK CA. PLUG SEE SPEC. -i--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 9240-K JOSAM 860M INSIDE SERIES NICKEL BRASS TOP CAULK P.VC OPTI/SPEC vFL00R SLAB CLEAN -OUT (TYP FIN. GRADE OR PAVING 1'-S'X6' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP MECHANICAL PLAN SCALE= 1/4 . I'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION FEI 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #-. 0003326 N grog a sumxv. as LOT 1 ABBOTT PARK LOT #33 BLK # 12 0 1 OQ0- 3121 MODM, 4EAB "1672—ARIA" GAiewas ovinco.. RIGHT PART& MECHANICAL PLAN %160 PH EXP. C 2X4 TOP PLATE -7 PRE-FAB TRAS IA' TM M 2 COAT i• cMY W W' CLG. BOARDponnA �RD •TIM CMUL FOR 011�my To R m Arm MA60NlY 7wi RT. 1C NOTE: STUDS IN CILI.ATTAA*F ro F0.L C4L Y MR PARTITIONS SUPPORTING MQ I/i• DRYWALL WALL HUNG PLUMBING erlxAxawu, oALAW OACKBR FIXTURES AND WALL WATWVt RIP 144 LON WO D, FN. RONALD L32750GAN LVD. CABINETS SHALL BE NOT fr—PRAW +�a�FalawLl� �o Al PH:407-774.6078 LESS THAN 2x4, WHERE w v sTm oocRI-AMP.) FAX:407-774.4078 SECURE ST. 2X4 WOOD SPACED NOT MORE e1T.1<go. F"Tc To AAN:0003326 rRAsac owAcw» www.a os group.com PLATE TO SLAB STUDS •24' THAN 16' O.G. OR NOT 1U00 4AMB Pile Fwooucr aALv. eteeL ONRiAD DOOR W/ 10d MASOP-W LESS THAN 2x6, WHERE NAIL • 32' O.C. SPACED NOT MORE MAXA THAN 24' O.G. �' AFr 11ovAL RI1¢ �PA6TNM TRAM By M^F. TO Room TRAM °"Agar° er oR1eRs N" FNO I AFFICVAL VAL Roa BLAB FIN. FLR 2 GAS LINE THRU BLACK s GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-V "''"' (j)TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'-1'-0' FIBERGLASS SHINGLES FIBERGLASS 6HMGLE8 WITH UNDERLAYMENT FIDERGLA88 SNINGLE6 WITH UNDERLAYMENT AS PER FBCR 906.1.1. ROOF SHEATHING 2X4 SPF 24. OG. MAX SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES WITH UNDERLAYMENT AS PER PBCR 905.11. ROOF 814EAT14 NO THICKNESS AS PER SHEET SNI 3 FIBERGLASS SHINGLES AS PER FBCR 906.1.1. THICIQJESS AS PER WITH U'IDERLAYMENT SHEET SNL SECURED PER PER STRUCTURAL DETAILS SECURED PER AS PER FBCR 906.1). ROOF SHEATHING FASTENER SCHEDULE ROOF BHEATHINCs THICKNESS AS PER FASTENER SCHEDULE THICKNESS AS PER SHEET D STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED SECURED PER PER FASTENER 6/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE OR IR' HIGH S. S. 2x FASCIA PER SCHEDULE STRENGTH CLG. 2x FASCIA PER nAX PRE-ENG �' TRU88 '�' ELEVATIONS BOARD REFERENCE ELEVATIONS O STRUCTURAL VENTED SOFFIT JAPER ELEVATION VENTED SOFFIT IF PRE-ENG TRIM BEE ENERGY CODE FORM8 PRE-EW3 TR18S WALL SHEATHING CONT. 2x RAT RUN SECURED PER (} IE FAR INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHM = MTL. DRIP EDGE REFER STRUCTURAL MTL. DRIP EDGE SEE EANTION R�EE FORMSFORF SHEET 6NI. SECURE PER SWEET E88 AS PER PER ELEVATION FASTENER SCHEDULE SHEET ER SECURE PER 2x FASCIA PER me �. 2x FASCIA PER ON SWEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS Oyu.; ELEVATIONS PRE- 8/6' GYPSUM BOARD OR 1/2' ON SHEET SNI. VENTED SOFFIT I R-4) INSULATION VENTED SOFFIT EP SCREED WrA4 STRENGTH OXx BOARD PRE-EW% GABLE TRUSS WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x PT SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS ' REFER WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES 8PECIFICATIONS Ix2 P.T. FURRING RENCE STRUCTURAL STRIPS • 24' O:G 1/2' THICK 2 COAT PORTLAND Ix2 P.T. PURRING B' cm CEMENT RASTER APPLIED 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRYCAMENT IF!' THICK 2 COAT Gl-P. WL.•BD. CEMENT RASTER APPLIED 1/2, GYP. ILL. BD. APPLIED DIRECTLY TO MASONRY WOOD BABE PLASTER D B' DIRECTLY TO MASONRY 0'-0' FIN. FLR,j — 0'-0' FIN. FLR 0'-0' FIN. FLRA — 0'-0' FIN. FLR ° cm a�a d ° ea n W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING TYP. WALL SECTION " " " B NO OPENING NOTE: NO OPENING PER SECTION FBCR W(d5.I.I - FOR ROOF SLOPES 2.12 TO LESS THAN aysazv. a L o p ABBOTT PARK LOT #33 BLK # 12 PI+ imm 04181.000-33121 zcoaz+szr 4EAB "1672—ARIA" OARAOIQ awarG: RIGHT PAO& DETAILS 160 MPH EXP. C (1)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER uNDERLAYMENT r6-11—STORY GABLE BLOCK WALL Di SCALEe 3/4'"I'-V' SYSTEM IS REQUIRED. FOR ROOF 1 SCALE: 3/4'"I'-0' " SLOPES OF 4:12 OR GRATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 2O2 JAN 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 WLAPD ripstINT DATZ: 01/19/21 DCALTO 1/4"=1'-0" axaz" D1 rm 2X6 P.T.. CENTER OF DOOR MEADER BECUIED W (1) 112' X 6' J-BOLT W/ 4' MN EMBEDMEMT W/ 2' X 2' X VS' WASMER 4 NUT OR WV (2) 1,12' X V ANCHOR BOLTS W/ 4' MN 048E XONNT W 2' X 2' X I/S' WASHER 4 NUT' � �� ■ �4444444444� Y � ■ w M7�7 ®I WV MASON MAIL& r axr p I f 2MUCK WI SL'a'x SJ-9OLT OR SAENCCUHROER BOLT$. UV 41 MIND EMBCDMENT, UI/ 2' X a' X LW WASHER 4 NUT. (V WITHIN S• OF TOP. (1) WITHIN S' OP THE BTM, (30 EVENLY SPACED. e1 IIR 1E1 Im ALL ANCHORS SMALL BE N ACCORDANCE TO MANFACTREWS INSTALLATION NSTIIIUCTIONS WERE SUCH NSTRUCTIONG ARE MORE 67RNGEYT GARAGE DOOR BUCK ATTACHMENT 41Ji6 •- 2xAk m SECURE TO BLOCK WV 3/16' TAPCONS (MIN. SHANK SIZE J46 MN HEAD 64ZE 300 MIN EMBEDMENT I V4') WITMNN S' OF EACH END 4 ID' O.C. MAX 6PACNG. 2X6, SECURE TO BLOCK WK2) 3A6' TAMM" MN GWANC SIZE 146 MN HEAD SIZE 3" S' cm MN OPI NON11 iT I V47 Ur DRYWALL MTNN S' OF EACH END 4 b' O.G. MAX $PACING,. 8' CMU Ix4 P.T. OR 6/4'X4' MN SECURE THRU PRAMS 4 MX4' 2X6, FTI'X4' W'DRYWALL EXTEND EXTEND 1-1/4' INTO P.T. NAILER SECURETO BLOCK BLOCK UV 3/16' W) 3/16' TAPCONS P,T. NAILER TAPCONb DOOR CAW. MN SHANK SIZE J46 T/16' QAlL X 4' MN MN SWANK SIZE 145 MN HEAD SIZE 30D MN HEAD SIZE 30 MN EMBEDMENT MEMBEDMENT 1 V4') DOOR CASING MN EMBEDMENT 1-V4' WITHIN S' OP EACH Elm WITHIN S' OP EACH END DOOR JAMB Olt WIMDCU 4 W Or- MAX 4 10' O.C. MAX 6PACNG ATTACH TO 2X PER 6PACNG. DOOR JAMB OR WINDOW MMIFACTMRES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO K IR'MD JAMB (DO NOT EXCEED V41) DOOR JAMB TO BLOCK +3/4" OR +5/4" /111p m TO BLACK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK UV 3/16• TAPCON6 MN SHANK SIZE J46 MN READ SIZE 300 MN EMBEDMENT 1 V41) WITHIN V OF EACH END 4 W O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2) WIG,' TAPO" MN SHANK SIZE .145 MN MEAD SIZE 300 MN EMBEDMENT 1 1/4') S, cm WITHIN S' OF EACH END 4 W O.C. MAX SPACING. W' DRYWALL 2X8, ® I'X4' SECURE TO BLOCK P.T. NAILER WV(2) 3/16' TAPCONS MN SHANK. SIZE .Wb DOOR CALM MN HEAD SIZE 300 MN EMBECMENT I V4') WITHIN S' OP EACH END 4 IS' OL. MAX & ACINaL DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUE& DETAILS. NOTE, 614IM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 1/2" /1TIDVD0II TO BLACK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLACK +1 15/18" n1LWD01f TO BIACx +1 15/18" 2X4, m SECURE TO BLOCK W/ 3/16' TAPCONG MN $HANG SIZE JM MN MEAD SIZE 300 MN E ISEDMEMT 11149 WITHIN S' OF EACH END 4 W O&. MAX DPACNG. NM. $TRJCTURAL 2X MUST BE 2Xb, IZV ON OUTSIDE 4 SEGUED SECURE TO BLOCK TNtOUGM NON-STRUCTURAL IW(2) 3/16' TAPCONS 3/16' TAPCON MN 1-V4' (MN SHARK SIZE J40 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT i V4') WITHIN S' OF EACH END S' cm 4 0. O.C. MAX 6PACNG. V2• DRYWALL 2XI1 6EJIE CTO BLOCK 1x4' W92) 3AV TAPOOH6 P.T. NAILER MN SHMK SIZE .1,16 DOOR CASING MN HEAD SIZE 3" MN EMBEDMENT I V4') WITHIN S' OF EACH ELD 4 ib' OL. MAX 6PACNG. DOOR JAMB OR %PCXV ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLACK +2 1/4" sl►IN�OII TO HLOCx +2 1/4" 2X4, m 2X4, EE SECURE TO BLOCK SECURE TO BLOCK UV UV3/W TAPC4ND (MN. 1/4' TAPCONS (MIN. 6MANK INg 146 MN SNOW SIZE J46 MN READ SIZE 300 MEAD SIZE 300 MN EMBEDMENT 1 V49 MN EMBEDMENT 1 V49 WITHIN S' OP EACH WITHN S' OP EACH Elm 4 W Or —MAX Elm 4 W O.C. MAX SPACING. SPACING. 2X6, m 2X6, 1>0 SECURE TO BLOCK SECURE TO BLOCK WK2) 3U6• TAPCONS W92)114'TAPCONS MN MN GNAW SUE J45 SHANC SIZE J46 MN MN READ SIZE 300 MEAD SIZE 'J00 MN MN EMBEDMENT 1 V41) _LFEMBEDMENT I V4') WTHN S' OF EACH END 6' cm UTHN S' OP EACH END 4 W Or- MAX SPACNG. 4 W O:C MAX SPA,CRY". S, cm 2X8, RE , DRYWALL , V2• L SECURE TO BLOCK I, PX SECURE TO BLOCK SECURE YV(a) 3/K' TAPCONS P.T. NAILER W42) V4• TAPGONS P.T. P.T. NAILER MN SHANK SIZE J46 DOOR CASING (MIN. SHAW SIZE J46 MN HEAD SIZE 300 MN MEAD SIZE 300 1/16. DAL, X 4' MN MN EMBEDMENT 1 V4') MN EMBEDMENT 1 V4•) WITHIN B OF EACH END UT14N 0' OP EACH END DOOR CASING 1 IS• O.C. MAX 1 Y' OL. MAX DOOR JAMB OR WINDOW SP.ACIMKs. DOOR JAI'ID OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS, MANIVACTURE6 DETAILS. NOTE, 6MIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" /y1T1*y Tn arnrr sN" 2X4, 1# SECURE TO BLOCK W/ 3/16' TAPCONS MN $HANK 612E J45 MN MEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 I•' OC, MAX SPACING. NOTE, STRUCTURAL, 2X MUST BE 2X6, m ON 00610B 4 SEGUED SECURE TO BLOCK TWMCU0104 NON-STRUCTURAL WK2) 3A6' TAPCOMD 3,16' TAPCON MN 1414' MN 6NAJ4K 612E J40 FOMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 6, cm UT14N S' OP EACH END 4 W Or- MAX SPACING. tW DRYWALL 2)m IUD I'X4' SECURETo BLOCK P.T. NAILER WK2) 3A6' TAPCONS DOOR CASING MN SHANK SIZE J46 MN MEAD SIZE 300 MN EMBEDMENT 11,141) WITHN S' OP EACH END4 WOr- MAX $PACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') RD 7X SECURE TO STRUCTURAL MEMBER WK2)Od WITHIN e' OF EACH END 4 V TO S' Or- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. DOOR JAMB TO BLACK +3" O*rwnnr. TYU Rrnnr 4.A" NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1,149 DOOR LU® TO BLACK +3 7/16" s To BLocx +s 7/18" 2X4, ■ SECURE TO BLOCK We V4• TAPIOON6 MN SHANK SIZE J45 MN MEAD SIZE "IS MN EMBEDMENT 1 V4') WITHIN 6' OP EACH END 4 M' orm MAX SPACING. 2Xb, m SECURE TO BLOCK WT2) VW TAPCCNS MN SHARK SIZE J46 MN MEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 IS' Or. MAX 6PACING. 2X8, m SECURE TO BLOCK WK2) 1/4' TAPCONS MN GNAW SIZE J46 MN MEAD SIZE 300 MN EMBEDMENT 1 1/4•) WITHIN S' OF EACH END 4 N• O.C. MAX SPACING NOTE, 6TRIJCTIRAL 2X MAT BB ON OUTSIDE 4 SECURED TNROL04 NON-STRUCTURAL 3A6' TAPCON MN 1.1/4' EMBEDMENT INTO BLOCK. L�1 6• CM U V2' DRYWALL P. P.T. NAILER I• P.T. X 4' MIN 'LUJIU DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS, JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" e R TO BLACK +3 3/4" i441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774 6078 FAX: 407-7744078 www.abdoslgngroup.com L AA k: 0003325 A p 6 O 1 eunniv. as wln ABBOTT PARK LOT #33 BLK # 12 04181.00 —33121 1[CDIQM:A 4EAB "1672— ARIA" OARAO1e WWnM: RIGHT PAO& DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.1 SIMPSON STRUCT. COMP, WOOD CONNECTOR 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 1Z/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 1/31/2022 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 23872A SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 2387298 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 22/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 1/31/2021 10456910 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 1/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 30447.1 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 1/31/2021 10446.5 SIMPSON STRUCT. COMB WOOD CONNECTOR 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 1/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/3l/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 2/23/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 3/32/2021 10531916 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 3/32/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTOR 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOOR FIXED GLASS - 2020 FBCR 11/18/2022 27676.10 MI WINDOWS & DOOR SINGLE HUNG - 2020 FBCR 8/28/2022 15332-116 MI WINDOWS & DOOR SLIDING GLASS DOOR 2020 FBCR 22/32/2024 15353-PS MI WINDOWS & DOOR WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOOR WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTER STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOOR SECTIONAL 2020 FBCR 12/31/2038 15279.20•R6 CLOPAY BLDG. PRODUCT CO. EXT. DOOR SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOOR SECTIONAL 2020 FBCR 5/21/2028 2395S.1 THERMA-TRU EXT. DOOR 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 239SSA THERMA-TRU EXT. DOOR 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOOR 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU OCT. DOOR 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 F8CR 12/31/2021 239S6.4 THERMA-TRU EXT. DOOR V-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 107S84R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 152164R8 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/20Z3 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-118 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 1322345 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13265-R JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 1Z/3l/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATKIN. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 d N. RONALD REAGAN St LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 ti sunDiv. M LO1ABBOTT PAR LOT #33 BLK # 12 PAOa=T#I 0418 .0 0-33121 awamj 4EAB "1672-ARIA" aAmAam BMW*, RIGHT PAOms PRODUCT APPROVAL LISTING 160 MPH EXP. C aP 01/19/21 BCALM 1/4"=l'-0" SilmmT D3 APPROVED 151611LDING VAMP 6. SMALL DE LAPPED A MNMPT OF 4k4• SELF-ADHERNfi P!t'BRANE i' • VERTICAL LAP& (ROLL K-46MM (COMPATIBLE W/ MOM END&) N i' • HORIZONTAL LAPS. LATN VERTICAL LAP TO DE I' YRAP MATERIAL) OVER h ALL OR" NEED TO 7TTAM FLASINING IPROV1110 MOM a IIAP.R � `•.;� UTM FORTIBER 6FEAT1 .... / I' OR LESS Mpg 65*' SELP-ADHER ING MEMISRANE PREFORMED C0 NYPWL JOINT � "- � � ]' THICK 3 COAT CEMENTMATERIALPENETRATION FLMMNG ICOMPATIDLE UV HgJSE FLANGE OF CONTROL JOINTS T / \ PLASTER s + INULF )ME OVER BE IIARED TIED TO LATM • &' UAm LAYER 4, PtORTS'IBER / \ FLADHMG OVER APPROVED OZ. MAX IVERTJ. fit. DO DWLDING PAPER / r e.a LAP . \ NOT FASTEN CONTROL JOINT TO ` a e� o oeMeMo oNre rhpE 1441 N. RONALD RFAGAN BLVD. UL4LL EVEN F STUD EXISM LONGWOOD, FL 32750 BEYOND EXCEPT STAPLED tU( APPROVED FETAL LATH W LEG MAY BE USED TO TEMP. FASTENED h' (VERTJ Or -MAX X X X ` PH: 407-774907E SECURE CONTROL JOINT AT SUPPORTS X X X CUT AND OVERLAP ONE AIDE CP FAX: 407-774-4078 DURING INSTALLATION DELF-ADNERMG MEMC1RAfE www.abdosigngroupcom WPM LAYER-L Mel- LATH � FLASHING CUT AND OVERLAP ONE VIDE OF AA S: 0003325 FASTENERS TO BE SPACED STUCCO YRAP KL.F- ME ORAIN • T' OC. MAX VERTICALLY STEP pR STEP p� WOOD ONEATMSISe STEP M 2L1.G1—S_ FLASHING f STUCCO LAYER h, I Y THICK !COAT cprENt STUCCO WRAP PLASTER W11a l4YHR'L y tk . ' „vu- n c ,..',.. / PETAL. LATH 67000'A WRAP • rm �� T DASD LAYER 4, FORTFlBEIR Y ��IIAISLL Y4! 4, FORIPiSER * +L ik a F -. uJlm LAYER 7, FORTPEER I rIF DIlLDSNG PAPER BUILDING PAPERLAW \ ter— / I lwAP STUCCO SELP-ADMMO M -MR" FLASHING OVER 4'x4' LATH SMALL NOT vTov ar vros• BE OONTSEA" TNXNTS ROUGH�T L \ D6 STOPPED AND I WOW SMEAlWWA N6TSTRAPS, FOTeTIO (CLIPS, AS REGJ = TO SECURE NPG WRE TO PRAPOn SELP-AOFERM6 I'EMBRAM D 19-401W11,10 OVER MOM WRAP. R.AMJNG TO E)NTOJD ONTO FMPE 4'x4' SELF•ADFIERSNG MEMBRANE 4'x4' 6EL OVER APPROVED TIED AT EACH SIDE. /� `� uTx ILd6WNG 10 EfttBND ONTO PIP[ PER ASTM CIOS•3 PROVIDE 2X4 GLOCKM PLACED FLAT MAX. i' TOY LAP, P ovd FROM CCMROL JOINT UI CONTROL JOINT FALLS ON NOTE,BTRUCTUR/W en,D ( 1 �, `'`P�d�-I+A� OCALE. I I/!•.I�•O• —ii' l.ONr. EEAp OF SEALANT FASTENERS FOR LATM TO BE NAILD OR\ �. i ' �J MerAU. APPROVED HOU6NAlAP AIR STAPLES N COMPLIANCE W/ ASTM CIOS3 IMILTRATION DAMMPt OVER 2. WTI! TES TO DE (NO. M) D0418' LURE / i SMCATHNG 3. BLOCIC•IG BFIGW MAY DE M ADDITION/ \ ELASTOPERIO COATINdt OVER p1UGC0/ TO WALL 6TUDS MGAJIPW PER PLAT C.V. FMISM (SEE TYP UWLL SECTION) VERTICAL LATH 4� J b & PAPER DETAIL uJDOD enJoe SECTIONPER SE ! • Na t 61EATHUIG r with star SIDE LAPS OF METAL requlramenW of ASTM C UJti!-18b, M 5EC1Arw T 6TO SHALL BUILDING Installation of exterior lathing and Pan" PRAMIO"M" TYPE CONTROL JOINT TwY SMALL LL 1w n�� PAR „N ASTM 1T8T. LAP shell campy with ASTM C 1053-19a, BETWEEN SI -F%omm UATM Oe41D-K (121-t ") STUCCO JT tx • uTx k]E UJIM AT INTERVALS NOT a• LAP . PAPW MORN THAN 1' (276-MAP). AS PER ASTM C M& //I� `) �i `rn"---A 0 LPOL 0111AM PT.A 3)Q PIPE PENETRATION DETAIL CFRX IE) � ®.� L�Aa••^• Q KICKOUT IN W `'m'AR OF TEARS HORIZONTAL LATH N.T.S. DETAIL M WPM LAATC44 Teams MAY R!E PATCFED & PAPER DETAIL M E nwOP TAP PER E PER MAW/. OPEC. OR PEEL N erlcK a sr a WOOD SNEATHINCs O1" o wwc . ® aoLo a•IA10 . Pr. A ; OR GMU :. COMAE . P(. S ` WR5 LAYER SI, a o�Aw . Pr, c ' �A>y • n. e , r, STUCCO WRAP (FRAME ONLY) A F" Pt. C OVER PT. \i •a TILL F tt.0 TOUR THICK, 3 COAT CEMENT PLASTER (FRAME), GOAT LEGEND CEMENT PLASTER (GMU) METAL LATH (FRAME ONLY) ®roLo LAP WR5 t TAPE OVER DRAINAGE PLANE (WR5 •ram ROOF/WALL SCREED �� LAYER *1, STUCCO WRAP) QQ ]' THICK 3 COAT CO IDJT D'X5' 'L' TYPE CONTINUOUS WR5 LAYER 02 ( FORT I F 15E R — • — — — — — PLASTER MAMA tmaauT L GALV. METAL FLASHING `~""LAMM(CM Z (NAIL TO ROOF DECK, NOT 5UILDING PAPER) WRB L^"� a•FORTPu3ERaii.w F WALL SHEATHING) BUILDING R -2 POP wP R W1tO UYM'1, CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X STtJccO URAPJNeAa DOLT, INSTALL WITH ROOF CEMENT sUSDZV & LOT: ABBOTT PARK LOT #33 BLK # 12 PUOJWT 04181. 0t-331 1 WODZZ, 4EAB "1672-ARIA" GA>RAGM OWWO: RIGHT PAGIM WALL ASSEMBLY DETAILS 160 MPH QW. C LM uTM O MtAINE IMM OVR. W�A,a.Ng3 R,rublTOP «�If71RY' QaT) w STUCCO Exin w OL I �I ROOF CEMENT WOOD OR '1/1(0" ZIP WALL g wa aMu tuww a I /-ROOF PER ELEVATIONS SHEATHINCa 1 V SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION a �T "7m Twit MA. nso oP 111CLOW021�MI( R1031.1 / ASTM C-64-1-I4a, MIN. 2.5 L55. WALL PER SQ, YARD (UTILITY OR NOMINAL SC � /4 OItlP RIDSE O.NLAP Y. naet,a tsw � T "L" LATH DOES NOT MEET SPECIFICATIONS) =1' 0" SPIMW 5 FLASHING N.T.S. W A 1 INSTALL 6• SELF -ADHERING MEMBRANE FLASHING OVER STFINISH O TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. W SELF ADHESIVE SEQUENCE OF FLASHING TO BE: OVER TOP A SIDES L BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED SELF WOOD BHE HING OF SEALANT AT TOP AND R 01, SIDES ONLY. SEALANT 16 TO BE FJL�ASHING STUCCO WRAP TOOLED SO AS TO DEFLECT IT WATER AWAY FROM JOINTS. LAYER @, FORTIFIBER 1441 N. RONALD REAGAN BLVD. PREMANUF. DRYER BUILDING PAPER LONGWOOD, FL32750 E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH:407-774.6078 i .j. JOINTS AND INTERSECTIONS CONT. SEALANT) FAX:407-774-4078 ' APPLY SEALANT AT PERIMETER OF CONSTRUCTION f -FINISH DD www.abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO PAST®•1 TO WOOD STRUCTURAL AA #: 0003325 Y K . --... • 1. O.C. MAX ON ALL SIDES, CAUL RrG JOINT ALL AROUND SEALANT* TOP 4 SIDES a' a I PER SECTION 3i' TO & t1IQ_WALL �E�EQ Extalor latIft arW olesiering Exterior use of portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. O DRYER VENT (BLOCK) B _ Y E x. Installation of exterior lathing k 9 and framing 6' WID@ STRIP SELF �, ADHESIVE FLASHING. CLEAN shall comply with ASTM C 1063-19a, ' ;X' or ASTM 1787. MASONRY BEFORE APPLYING: s. WRB LAYER el, i TEXTURED STUCCO WRAP S , .., HOODED VENT BUILDING PAPER FINISH . MASONRY ;' THICK3 COAT CEMENT OVER 'QUICK FLASH' HORIZONTAL WEEP SCREED PLASTER (FRAME TO BLOCKS METAL LATH_ j7j WRIS LAYER $2, FORTPIBER BUILDING PAPER PIPE THROUGH / WALL WOOD SHEATHING l 1 S � j L L. DRYER VENT �FRAME� 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) S' BUILDING PAPER UNDER 'QUICK FLASH' UNRB LAYER M, CUT OPENING IN SE APPROVED HOUWRAP STUCCO WRAP 4777 110 R FOR BOX INSTALLATION VENT PENETRATION SCALE: N.TS. WRB LAYER «I, STUCCO WRAP U SELFADHERING MEMBRANE FLASHING 1 APPLY SELF -ADHERING I WOOD SHEATHING MEMBRANE FLASHING OVER APPROVED WRB LAYER el APPROVED HOUSEWRAP BELOW WM LAYER "I, ELEC. METER FIELD I LAPPLY STUCCO WRAP VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 6 APPLY 60 MIN NO MEMBRANE GRADE 'O' FELT ®—SELF-ADHERING MEMBRANE FLASHING ENTERS BOX, — OVER STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER ASEW PRIOR TO INSTALLING ELEC. HOUSRAP METER WRB LAYER 02, FORTIFIBER CAVITY TO BE FILLED cJ' E #3 BUILDING PAPER WITH RIGID POLYMERIC IT IP STEP # 4 LEGEND T9 (SOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATING OVER LAYER 01 STUCCO WRAP) THAT ELEC. WIRE PENETRATES (SEEE TYPICAL MWALL [BUDDIV. a x1oln ABBOTT PARK LOT #33 BLK # 12 PMJWTIP 04181. 00-33 21 acoa111111, 4EAB "1672-ARI9' GARAGM sVDM: RIGHT PAGO WALL ASSEMBLY DETAILS %Q60 MPH EXP. C WRB LAYER "2 CFORTIFIBER ...... - - APPLY E-Z BEAD OVER 80 MIN .e ° e° SECTION) _ BUILDING PAPER) AREA TO RECEIVE GRADED METAL LATH STUCCO SCRATCH COAT FELT-PROv1DE SEALANT AT ALL �e METAL LATH X—X—X—x INTERSECTIONS E i COAT OF PAINT W/BAGK- �D ROLL PRIOR TO STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH WOOD OR Z/16" ZIP WALL GOAT LARGER THAN THE ELEC. METER CAN OR METER CAN SHEATHING COMBO OR METER CAN AND A SELF-ADHESIVE FLASHING - — — — - DISCONNECT STEP #5 STEP #(o NOTE: DATA. 01/19/21 ELECTRICAL CONDUIT ELECTRICAL RECEPTACLE METAL LATH: LATH TO BE PER SECTION Oo >tcwr.M 1/4»-a_'-o" R-103.1.1 / ASTM C-641-14a, MIN, 2B LBS. U OPENETRATION ° ' PER SQ. YARD (UTILITY OR NOMINAL �-,�TA� LATH DOES NOT MEET SPECIFICATIONS) IJ�I LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER - — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k COMER BEAD (FASTENER 4 SPACING i' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeaigngroup.00m AA #; 0003326 V • gj � L i BUDDIV. & LOT: ABBOTT PARK LOT #33 BLK # 12 rleOssacz'* 04 81.000-3 121 HODZX- 4EAB "1672- ARIA" OAllAGZ OWING' RIGHT PAGm WALL ASSEMBLY DETAILS 160 MPH EXP. C 202 DI'mINT 01/19/21 OCAIM 1/4"=1'-0" asiMwr WA3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116' ZIP WALL SHEATHING WOOD O"TIMCTION �— BEYOND WOOD a1EATHMG WEATHER �eIeTIVE TIR�E61eTIVE / BARRIER / \ aDMG � � � \ u�T•rxlav`Eeur � �A°EaH�-AoHERMG M ASHM6-�R� ._ 1 URATiBARRFma6TIVE 6TARrER 6TRIP / \ \\ \\ ER 1�6E616TIVC BARRIER 1 onI \� ., y 6. 6ELr-ADFERM6 lelt!� _ M-AeNMo dALVD METAL GALVD METAL _ 'r PLA6HMG •r FLA6HMG WOOD TRIM MEMBER :ASM / yy.. X • TED TRM MEP'EIER GAP UVIAULKING OR APPRDVLD 6EALMR \� \ _ SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION eTR1CTION �— BEYOND WOOD 6HEATHM6 WEATHER RE616TIVL BARRIER R0618TWL SAIATHEE ./ X,rM4 � \ SAITRD� BOARD � BATTEN ,�� 16L•AW 6W eELP s WEAiY THER RM"VE 6A STARTER 6TRIP / \\ \\ TMR R E616T1VE B�AI 1 \ \ 6'SELP-ADHERING \ GALVD META. GALVD META. •Z' ILA6141HG •r ILAa+MG an ""DIN TRIM PER ELEVATION HARDE TRIM PER ELEVATION OR APGAP PRO 0 AWoNULKIANT CAGINQ SIDING TO STUCCO BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-774-4078 vAmabdeslgngroup.com AA M: 0003325 A [ounwiv. as LOT. ABBOTT PARK LOT #33 BLKa�, # 12 0 181�.00 — 3121 4EAB "1672—ARIA" QARAQZ OWWO' RIGHT PAsak WALL ASSEMBLY DETAILS %160 XPH EXP. C 2 p � D01/19/21 3CALM 1/4"=1'-0" wimm ' WA4 2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE !�\ 1� 1/8' TEXTURED I FINISH A WOOD I �� 1/2' TEXTURED FINISH a CMU METAL FASCIA WRAP Ye' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� METAL FASCIA WRAP 2X6 SUB BAND- ;It ©PLAN B 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH { \_WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRIS LAYER 52, FORTIFIBER IBUIL�l O(FRAME ONLY) NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ;1/8' TEXTURED FINISH a /WOOD, 1/2' TEXTURED FINISH ® CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®E L E V,4 T f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT 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/I�'x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL O WALL SUB BAND DETAIL ® WALL W/KICK-OUT 6ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IU 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND 'nN WA'x4' NOTCH o JA END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003326 a Wh FABBOTT PARK 33 12 04181.000-33121 moamu 4EAB "1672-ARIA" GARAas ewMo: RIGHT PAGM WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C FOUNDATION NOTES CONC. AB � FM•12X18 FM-12X72 � 4' CONC. SLAB la N N Ep bo ro 6W.¢ I7 Owm +31/2' a F-24X24 i / 10 i FM-12X78 i I to 4' PVC CHASE t.t 01-01 4 m TOP OF SLAB I 1 PVC CHASE i m 1 FOR ELEC. @ cX'v I ISLAND S 1A 1 I 14A 1.1 i� ;- I I" i� i i 191-01 i � 4 a' - ;y z I Q> ^ v EXTEND I ^ I SLAB 1 1/2' TE1------� . I ----- +-15 1/2" v N I I •2'-8- 9P 16'-0" 1T-8' 1.1 1 A I -, 1.1 EXTEND OSim z 14- CONC. FM-12X18 SLAB 1 1/2' t1.o1 12 . SLAB¢ 1/2'a 6-3 to �• I R' 7.1 7112' FMC-12X16 1A ^ FMC- 4 4 1.1- 12X18 1.1 1.1 FM-12X78 - - - - - -12 - - -FMM=12X18 - PM-12X FOUNDATION PLAN SCALE: 1/4' = V-O' 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0', SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MINDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES 07 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30'. #6 =36% AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,0D0 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE'M" OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF, REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT LONG FM-12x18 12' CONTINUOUS 18, - (2) #5's (+)0'-0' FMC-12x18 12' CONTINUOUS 18' - 2 s #51N CURB VARIES F-24X24 24' 24' 12' s 2 # s _ - •.4; FM-12x12 12' CONTINUOUS 12' (2) #Vs - (-)0'-4' TE-1 8' SEE PLAN 8- - 1 # s '1 N. RONALD REAGAN BLV LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.eom AA #: 0003326 q IN MM SVBDM ae LOT ABBOTT PARK LOT #33 BLK # 12 PROJECT* 04181.000-33121 MODEIA 4EAB "1672- ARIA" GARAGE BWMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C D � 01/19/21 SCALE1/4"=1'-0" c1 30° MIN. EACH WAY MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED 1 _ STEEL REINFORCING IN GROUTED �. — CELL SEE PLAN FOR SIZE AND ¢ n. CELL SEE PLAN FOR SIZE AND v a SPACING REQUIREMENTS > SPACING REQUIREMENTS° GARAGE DOOR w m V w 14Tom'... RECESS v FM ' �U J �a 4..�°e rn trl 7 can i 8' CMU WALL O 8' CMU WALL I ° CORNER BARS, SAME SIZE AS LARGER BAR wLuZ 0'-0' IN FOUNDATION WITH 30'LEG EACH "1 d IN olTOP r OF SLAB TOP OF SLAB WAY AT ALL CHANGES DIRECTIONS ... - SO THAT THE STEEL REINF. IS CONTINUOUS ~~ MATCH AMOUNT OF CONTINUOUS BARS CURBFOR ' - e EXT. PORCH SLAB W/ ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1-STORY) 18' : _ EXi. PORCH SLAB (-1 VARIES �. 9EE SLAB SCHEDULE TOP OF OARAGEP 4- CHAMFER STORY) o (� LL ° o. CONTINUOUS STEEL MONOLITHIC .v FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �;p> AT ELEV: 1/2' JOINT (WHERE i i 6' CHAMFER (2-STORY) #4 24' W/ 1/2' ISOLATION (1 e' CHAMFER (2-STORY) > APPLICABLE) Z - SEE SCHEDULE #5 30' JOINT (WHERE • i O'LICABLE) Z 4. EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WXD, BAR SIZE 1. FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (1e.2 TO 3, PROVIDE 2 BARS), UNO #7 42 EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4•=1'-0' U,2_'�EXTERIOR@ GARAGE SCALE: 3l4'=V-0' CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3l4':1'-0' SCALE: 3/4'=1'-0' ? (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL ¢ , p a 8' CMU LAP TOP PLATE A MIN. OF 48- ---�,� ¢ U AND NAIL W/ 16d COMMON REBAR 024. O.C. 11 CENTER OF VERIFY HEIGHT CST we g SLAB LAP TOOC OCCUR OVER D OF WALL W/ PLAN Zae zs w 20 OR 2x8 WOOD BEARING PROVIDE BLOCKING "a O ' O I-5' p (L I WALL W/ SYP ~ U I I ul a No 2 STUDS SEE PLANFOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE 9EC REID W/B2- PART g SPACING. SINGLE BTM. PLATE 1/2'z9' WEDGE ANCHOR W/ 2' W/FLANGE ® BASE a I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH • J E 8', UNO J — PLATE EPDXY 5-1/2' EMBED. MIN, 0 16' OC 4' CONC., REINF. W/ ¢ Q FOLLOW ALL MANE. = tt SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. ^ 1 6'x6' #10W W M ON to ¢ I = m USE AND BTM AND TOP PLATE ANCHORS W/ 10d x 1 1M2' y 6-MIL POLY ETHYLENE SECURE FLANGE TO1 F PREPARATION OF COMMON NAILS FILL ALL w ¢ ,_0. VAPOR BARRIER ON SLAB W/(4) 1/4' X 2 1/4' HOLE. Z ¢ HOLE. HOLES, DO NOT USE 10d w > • WELL -COMPACTED TAPCONS u� x3' 2 SEE SLAB SCHEDULE CLEAN FILL TERMITE 111 TREATMENT SHALL BE 8 O}- ¢ ¢ { BORA-CARE Q I ,P4 TOP OF SLAB —� (2) CONT. #4 REBAR •; • i 6- CHAMFER (2-STORY) 4.� e iI ' (2) #5 REBAR ON CHAIRS Z 2 12' MIN. DEPTH INTO w 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. � VIRGIN OR ENGINEERED SOIL > COMPACTED SOIL SEE SCHEDULE SLAB HEIGHT LESS THAN T-6' c9 OU PER PLAN FOR WXD, BAR SIZE I 5 ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP BQALE:34="°' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL SCALE:34'=1'-0' BQALE:34'=''-°' 1 A (W/UPLIFT) SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON LAP TOP PLATE A MIN. OF 48' --�� NAILS, 2-ROWS, 4' 0/C BTM. VERIFY HEIGHT AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN NAILS, 2-ROWS, 4' O!C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING $ PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE Q BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO O } C SLAB W/10I MASONRY PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL m w NAIL I O/C STAGGERED. ADDITIONAL METAL 18' O/C STAGGERED. ADDITIONAL METAL U d CONNECTORS NOT REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN NO 0 rn 8' CMU WALL w UPLIFT IS PRESENT. UPLIFT IS PRESENT. ? POURED LINTEL CONT. (TVP.) .0'-0 TOP OF S 8' CMU FILLED CELL (TYP.) ¢ SEE SLAB SCHEDULE Q SEE SLAB SCHEDULE - 2X WALL FRAMING +- 0'-0' SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' TOP OF SLAB -=AND +- 0'-0' Z Z o MINIMUM EMBEDMENT INTO TOP OF SLAB a • 'ISOLATED' COLUMN PAD GROUTED CELL, 4• FROM ENDS AND .. CENTERED UNDER WALL AND 16.O.C. VERTICALLY MAX �•FOUNDATION POURED MONOLITHICALLY WITH AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE .ULE FOR WxD, BAR SIZE AND BAR QUANTITY FOR WxD, BAR SIZE AND BAR QUANTITY NTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION3/4'=,'.°• o (NO UPLIFT) SCALE: 3/4'=1'-0' S 1 1 SCALE: 3�4'=1'-0' li N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774.4078 www,abdosigngmup.com AA #: 0003325 �j mumm a roar ABBOTT PARK LOT #33 BLK # 12 0 18 00o-33121 HOa�ie 4EAB "1672— ARIA" GARAGM 0WM0: RIGHT PAd3: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4' = V-0' d N. RONALD REAGAN BI LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-77441078 www.abdesigngroup.com AA 8: 0003325 � r W aeQ�� 8Q� 9Q� a ABBOTT PARK LOT #33 BLK # 12 PM' 181".00 -33121 MOaB- 4EAB "1672- ARIA" GARAGZ 8WDM: RIGHT PAGM DOWEL PLAN 160 MPH EXP. C n TM 01/19/21 DCAL1G 1/4"=1'-0" B)i " s1.2 MrAft TIE VERTICAL REBAR TIE HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEV. Z d ; .° ^ ' .. •.. 1441 N. RONALD REAGAN BLVD. LOPH:407-774-6078� • °:. FAX 407-7744078 www.abdesigngroup.00m "I. •° d5 BARS AA M: 0003326 E S" g a 0 CLEAN OUT REQUIRED S FOR INSPECTIONcr wl ail O 0'-0- FIN. FLR. -� TIE ERTICAL REBAR TOHORIZONTAL c El REBAR W/t0'HOOK b 4 NJ BAR SIZE1 48 BAR DIA�c Z R3 18' CMU UNIT DIMENSIONS i O 44 24` Q ARE NOMINAL SIZES U #6 30' R7 42' Oe3 MASONRY SYMBOLS HORIZONTAUVERTICAL �' SCALE: 3/4'=V-0" +r+ %,� REINFORCING ut Q Z CSTEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �L SPACING REQUIREMENTS 1WE 4o ¢O (A Z 8' CMU WALL TOP OF SLAB TOP OF S SEE S * SCHEDULE w _ BAR SIZE 48 BAR DIA. > ° e Wt 1 PORCH SLAB 4- CHAMFER (1-STORK 18, O .a ° JOINT NT ISOLATION 6' CHAMFER (2-STORY) ) JOINT'AB p4 24' APPLICABLE) Z MATCH STEEL p5 30' 6' PVC CHASE REINFORCEMENT PER SCHEDULE 38` a, PVC CHASE THRU FOOTING suminv a. xZ M ABBOTT PARK LOT #33 BLK # 12 P1tO" 04181,00t33121 MDD=- 4EAB "1672— ARIA" GARAOD OWD90: RIGHT PAGO DETAILS 160 MPH EXP. C THRU FOOTING c R7 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE n 4 THRU FOOTING N SCALE: 3/4"=i'-0' 22 AR NO DATM01/19/21 SCAM 1/4'=1'-0' MEN= S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8' LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE a DESCRIPTION REMARK IC) 1 (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 / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�0 WkH, CEMENT STIRRUPS REMARKS [B�TIM.TOP MID SIZE SPACING Bel MASONRY 3000 8X8 a5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ----- —— -- -1T/OMI08----B—------------ -ttro8F18-1T/OM/013 GT UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0', UNO. SRF14- 1 T/OM/OB 1 i , 1 1 1 BF16-1T/OWOB 1 , 1 8F8- 1 11T/OM/O8 } L------------- t:::::3------ LIFT BEAM PLAN SCALE: 1/4" = 1'-0' 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 NJ IABBOTT PARK LOT #33 BLK # 12 PMJE=o 18.0-33 21 MODIU, 4EAB "1672- ARIA" OARAO>B awnM: RIGHT PAC& LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 22 DP 01/19/21 =#.X 1/4"=1'-0" amlz 1' s2 #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 &REEEINFORCING OF BOND BEAM SCALE: 3/4'=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYR e'Xe' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �O IGHT ' REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND ag 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 B'X16' BOND BEAM 5. COURSE LD THE DOUBLE BOND OF BOND BEAM IS OMIITEAM COINCIDE WITH A LINTEL THE TTED AND A LINTEL S PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL, / A \\A'�Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. ' 8 pvg� P 8X18 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM •\0� 9 EACH COURSE OF SxB BOND • �F.�\�G W/(1)#5 BARS .`; BOND BEAM F =FILLED WI GROUT I .\\A� U =UNFILLED GROUT SOLID FROM TOP .p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN END BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1 T/1 SX8 PRE -CAST CONCRETE 5 �P LINTEL W/ (1) #5 BAR (L2) �Q NOMINAL —�� QQ' HEIGHT #OF#5'S,TOP LENGTH - BAR =WIDTH OF MASONRY 0 OPENING - 2' IT IS THIS THATXFXXNIIT/EMf0BINDICATESADOUBLEBONDBEAM ER'S INTENT BOND BEAM COURSE #OF#5'S,BOTTOM BXBPRE-CAST CONCRETE 2 BEAM DESIGNATION AND XFXX- IT/O" INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX-1T//Ml0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - ITMWOB INDICATES A SINGLE BOND BEAM A80VE UNFILLED UNTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2X4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HEAD AT LOWER ELEVATION WINDOW SIZE .300 MIN EMBEDMENT 1 1/4') 6' FROM EACH END AND 16' O.C. MAX. MIN 1-1/4' #5 BAR BENT AS SHOWN EMBEDMENT 2X6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK .3 114' PRE -CAST E 1v SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/4') 8' /p. 2S SILL FROM EACH END AND 18' SLOPE O.C. MAX. MIN 1-1/4' 4 m EMBEDMENT h OPEN FACE SHELL SO 2X8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN N� AS TO ALLOW BENT SHANK SIZE, 145 MIN HEAD BAR TO BE PLACED IN UPPER AND LOWER IZE.300 MIN E NT 2X4 SOLID BLOCKING BOND BEAM #5 MIN. REQUIRED IN ts4) 8 FROM EACH NDEAND SECURE TO SHEATHING W/ /7/16'OSB EACH CELL HOOKED IN 16' O.C. MAX. MIN 1-1/4' MIN. 2.72d PER BLK, EA. END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARDACI HOOK SHEATHING CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS SCALE: 3/4'=1'-0' `t SCALE: 1 1l2'=1'-0' 5 PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. .� ,; I I r r II SINGLE 05 CORNER A I BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF P(GOII P(� / FILLED CELL BOND. BEAM I O G W1 PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR SEE PLAN. II / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGEIN OF BOND BEAM (DLEEVATION SCALE: 314'-17' SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4'=1'-O' 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-7744078 wwwAbdesigngroup.eom AA #: 0003325 h M a r $ Ll Wus aumzv. a. LGaS ABBOTT PARK LOT #33 BLK # 12 0 18 00�-33 21 1[ODtQie 4EAB "1672- ARIA" GAR"M OVUM: RIGHT PAGO DETAILS 160 EXP. 1 OCALM 1/4"=1'-0" 1 S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A2x8 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. FRAMING PLAN SCALE: 1/4' = V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M: 0003325 Al Iii aysn:v as Lfl1! ABBOTT PARK LOT #33 BILK # 12 0 18-33121 acoaNM.t 4EAB "1672- ARIA" GAItAGZ 'wuM: RIGHT PAOAk FRAMING PLAN 160 MPH EXP. C 4 s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24' O/C, SUBMIT SHOP 'ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1) SIMPSON HETAl6 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE II) SIMPSON HETA18 81100 UPLIFT ON 8-(2) SIMPSON HETA76 TRUSS ANCHOR WITH 'ROOF/WALUFLOOR SHEATHING TRUSS ANCHOR WITH NOTE: A PT SYP 92 x HTSM20 W/10 1Dd TSIMP x 1 1Y NAILS TO TRUSS FASTENER SCHEDULE' NAILS TO MAY A E 6", e' x ADDED x 2 1/4' TITEN AND 1/ ' x DBI STRAP, DSL STRAP, 1 EACH SIDE WRAPS UP AND GI DE .1 R GIRDER. PROVIDE 5' NAILS, O W/ 10d NAILS, 2 ROWS, 3' HORS' TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO NOTE: A PT SYP Y2 2" x 4'. (16) 10d z 3}• NAILS TO GIRDER AND 0', 8' x 4'-0' MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER x 1900 UPLIFT 2 SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF ADDITIONAL PLY MAX. TO BLOCK WALL W/10 10d TO 1x2, 2X WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) °g' x 5' TITEN HD TO CMU AND (12) SDS TRUSS AND (4)1/4' x 2 1/4' TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }' x 2+j' TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3) t.d GALV. COMMON NAILS, ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1X2 SECURED W/ IDd TRUSSES 0 24. O/C, 1x2, 2x WOOD FASCIA (2) }e x 5' TITEN HD TO CMU AND (18) SDS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3' TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEOOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }e x 5'TITEN HD TO CMU AND 118) SDS }e x 3" tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' O/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 1- 770 LRS (1 PLY) A ALLOWABLE UPLIFT - 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U2365 LBS, LA430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN, C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2' COVER & 2' APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1C1 1" I`' m° TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR -r4 GIRDER CONNECTOR(S) 2a 2b 2c 3 GIRDER CONNECTOR(§) (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3) 12d ® EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) N-0- O.C. (AT SHEATHING 0'-0' TO 30'-0' (1) -X- BRACE SEAMS) 30'-1' TO 6V-0 (3) -X• BRACE SECURE 2x8 PT. PLATE (1):)V BRACE 0 CENTER TO BLK W/1/2' DIA. (2 X- BRACE DIVIDED ANCHOR BOLT W/IG 6'-0" MAX (W/1 X4) FROM CENTER TO END. WASHER WASHER SET IN HIGH 9R 10'-0" MAX (W/2X4)* 2x WOOD FASCIA, STRENGTH EPDXY SEE ARCHITECTURAL MIN. OC MAX. _ 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2X6 BTM. CHORD P.T. PLATE W/ 12d's 8- BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2X4 SECURED W/ U d MAY NOT BE (2) 10d's 0 EACH TRUSS N ¢ a il REQUIRED TO BE INSTALLED 10'-0' O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. tz4 BTM. CHORD BRACING 8'-0. O/C END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF DEPICTED SEE PLAN E COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING ' PRE-ENG1D TRUSS SCALE: 3/4'=1'-0' V SCALE: 3/4'=T-0' THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4"D HOLE EDGE>s/8• USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTERUBTM. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE >5�8" AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING ��ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE 1 1/2'=1'-0' SCALE: 3/4'=V-0" 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-77443078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 14 » uumv. As LOT. ABBOTT PARK LOT #33 BLK # 12 0 18 000-33121 MODES, 4EAB "1672— ARIA" GARAGM OVUM: RIGHT PA03h DETAILS 1W MPH YXP. C VTCR SPACING (1) AT EACH END I M 20 BLOCKING BETWEEN TRUSSES VrOR AND 6'-O" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA 4'-O" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) V-0- TO 30'-0' (1)'X" BRACE 30'-V TO 60'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS ] (1)'X' BRACE 0 CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-1O" HIGH \ (AS PER TRUSS ENG) l I \ u I O PLYWOOD SHEATHING, SEE �I I 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV, COMMON NAILS. TRUSSES 0 24. O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12'O/C ANDAPPROVAL SECURED W/(2)12Cs0 PRE-ENGINEERED MASONRY BOND BEAM EACHTRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS n 2 8CALE: N.T.S. 1 W/ HIP RETURN BCALE:3a="°' PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-O.O.C. (AT O PRE-ENG'D WOODTRUSS SHEATHING SEAMS) (BLOCKING (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY BE 2x6 PT. PLATE TO BLK W/TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's e" O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2) 1Od's 0 EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4'=1'-0' J •1 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngmup.eom AA M: 0003325 Y b C ABBOTT PARK LOT #33 BLK # 12 04ip amm-33121 acoa�. 4EAB "1672— ARIA" awiewan snnga: RIGHT rwaM DETAILS 160 MPH EXP. C J w k" HIR ROOFii�- � .ie ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77A(I) 'A'-4'-O' END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: -C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS 0 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 V2' 0.131 1887 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Sd RING SHANK, 2 3/8' 0.113 SCREW SHANK PE R INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8' 0.113 Fis67 RSRS-01 SCREW -NAILS EXTERIOR SHEATHING USE 1/2' COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND Ed 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. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: Hod NAILS 0 4' O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 20, 2n, 2r: 1Dd NAILS 0 4.O.C. ON EDGE AND 4.O.C. IN FIELD ZONE 3.39, 3r: 10d NAILS 0 4' O.C. ON EDGE AND 4' O.C. IN FIELD Bd RING SHANK GUN NAILS 0 4' O.C. .. TOP & BOTTOM EDGES .. CH VFI IHUOC ROOF SHEATHING ml) 11 MOO I mmmm I 11 U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 i6.O.D. IF NO DROPPED GABLE END, ATTACH 2x4 02 SYP BLOCKING 0 IW O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE zz w l'1 O' . C t.d RING SHANK GUN NAILS Y ® SEE*ROOF SHEATHING ATTACHMENT' M q W O TABLE FOR FIELD SPACING , 'a CC 8 2� rn #8 2' DECK SCREWS 0 6'-8' O.C. MAX 0 EDGES & 12' O.C. MAX IN FIELD. UNTHREADED pSHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` s Z. Jj TYP. 3(4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33MX MAMIUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Wow: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020, 761 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14. BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb _ 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE "L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL StABSONIGROLIND WHERE INDICATED ON ELASTICITY. 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 201S. ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHE8IVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITIOWRECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1084/A1064M, GRADE 66 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2"CHAIRS SPACED 3'-0' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL' CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM Ae i6A616M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 80 IN MASONRY DEFORMED BARB, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI.14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pM AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD -non-ooncumnl TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36' WOOD TRUSSES. 10 pef BTM CHORD-rlon-eo —nt #6 BAR - 30' #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 16 p#I TOP CHORD0TOP CHORD (7 Pef ASPHALT SHINGLES) (1 w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS. B 10 pS 5 pot TM CHORD 5 ef TM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opaf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 pel WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 D#f WIND: DEAD LOAD MPH SECOND OUST 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 RBCSPER2010) (ASCE EXPOSURE C, RISK CATEGORY II) S INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10 UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE:: IT BALCONIES (EXTERIOR) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE 40p NTS: AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50pe1, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: Sop d, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30pa1, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Ym _ 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEWEER IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3G00 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8-TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 P9f• FOOTING TYPE 'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB BE COMPACTED A DRY DENSITY OF AT LEAST THE SHALL BE BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO YSHALL MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1567. TREAT ALL MAXIMUM A 7. THE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB-ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S d-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE &HALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 MID ASTM 04C941OR MFASURMG, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE W A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1_112. FOR MI6 AND SMALLER Y FOR #8 AND LARGER C. FORCONCRETE NOT EXPOSED TO WEATHER 31C FOR SIA0,9, WALL8AND JOISTS 1.1/7 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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/A38M, Fy . 38 k#I FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A60O/A6OOM. GRADE B, Fy _ 46 kBi. STRUCTURAL PIPE SHALL BE ASTM A63/A53M, GRADE B, TYPE E OR S, Fy : 35 kal. 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 F3126IF3126M 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. J43OLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND D ORB CK FA TENET FA T N R APPLN:ATN%V 917f TYRE SPACMO REMAPo(9 APPLX:ATKIN 8� TYi4 ACNJO REMARN3 I¢PLfURRelO TO CASE INRDENED CON OAMOE POOR BUCN 1N'DIA TAPCONMASONRY I t2' EMBED., B' EN) NST.. MASONRY/GONG. LANK 112'LONO. S, Ox; To—. . NO WABHFR FASTENER t12'EDOE ObT. SGD, .Exi DOORS SEE NOTES CAGE IMRDENEOCOk NAIL1 t2'lONO, B'O.0 .MM.INTO INpOYIIpOOIY FASTENED MASONRYICONC. OAMGE DOOR BUCI( TO MABONRYA:ON:. t2•DM. W/ WASHER E%PAIATgV BOLT �� fELIBEO..A•E—T., YEpE DIST, WINOQV Such CABEHARDENEDCOIL 0'OR WMOOWNOOR/FABTEN£D METAL BTRAPT. CONTACT THIS ENGINEER FOR SPACING +. PT, BEE LADIES W.IL112•LQVD, eTAOOERED I—MABaNRncDNc. MAeavRY/coNc. REQUIREMENTS ENT. "I" DOOR MM—DM. 'iAPbFI' tYOA: 112' EMBED. w, NON-EEAPINi W000 t?° ExPNI - A' EMBED. Y END BUOK Za Pi, SEE NOTES ASHEN FASTER D19i.,112'EDOE DIST. WALL TO CON:. BLAB W/WASIIER BOLT NQC T. B'EDOE ART. .IT WINDOW SUCI( 0.18e' PAF x3l,e' •OTC 4' END. DIST, 112' IT T09TEEL COL.,SEE W-, A' EER BTAOOEREO EDGE DISi. NOTE e 1. STAPLES SHALL NOT SE 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 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77443078 FAX: 407-774-4076 www.abdesigngroup.com AA #: 0003326 Nil 7 y�pOyj yp��`j_ L j... W�I oxneDIV. as 1A1`. ABBOTT PARK LOT 33 BLK # 12 o OT —33121 >t[OD>Qis 4EAB "1672—ARIA/1 OAlt"M SWUM: RIGHT PAOID DETAILS 160 MPH EXP. C 2 Q rpmom Ol/19 8CAtM 1/4"=1'- wim>Ba' S N1 0 6