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HomeMy WebLinkAbout7941 Broad Pointe Dr93 • 972-4EAB-AR1A9___, P_; �� 4nr1TH PREVAILING r 'ts1 � T.o4A�E! OM ES �._;,E�,;I��ni 'DATE PLAN EXAMINER 12602 TELECOM 0RIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . BUILDMG CODE, I,, ABV. ABOVE LAV, LAVATORY DATE DESCRIPl70N DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 87H EDmorl (8017) •ALL LOCAL AND SPATE CIDDE .00CUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB INTERIOR FINISH - CLASS B • BASIC WIND SPEED — I%D11=160 MPH Vasd=124 MPH •EXPOSURE - C .1-STORY RESIDENCE - •2-STORY RESIDENCE - MAK HEIGHT AS PER LOCAL AD ALT. AMP. AMP BD. GL CAB. CL°. cLR. CONC. CPT. C.T. D. DRL. D.G. DU. AIR DJUTACONDITIONING ALTER ATE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER MUM. M.C. MFR. MIN, M.T. MTD. MTL. N.T.S. O.C. PL P.H. PH. PLT. PLYWD. PR. P.T. LUMINOUS MEDICINECABINET MANUFACTURER MINIMUM METAL THRESHOLD MGDNTED METAL NOTTOSCALE ONCEMER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED OVID" CDg1t ARCHITECTURAL SHEET DESCRIPTION ®UI5/IB 2011 MC IPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN ®IR90 CD'SRH-18"D 04/IS/lb FOOTING; REVISION FERM.BOWES 02/!2/19 PLANNIAINTENANCE ®3R8/19 REVISED LRJTEL SIZE AT FRONT ENTRT DOOR OSRVI9 AJX7ED LED LK•NTS KITCHBV 1 DATIIROONIS PER Ma1ac BCUE0 01122AS ADDED STCNE OPTION ELEVATIONS 'C' A V IORS/IS ADDED OFT.&-O'CEILM EGHT AND STATE CODES D M. DISP. D. DR. D8. DTL. D.W. EA. EQ. EXH. EXT. F.GJFX. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EXHAUST EXTERIOR FIXED GLASS R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHTHG. SHWR. SIM. RISER RADHJ RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEATHING SHOWER SIMILAR @VVM REPLACE USP CONNECTORS UTH SR''WN CONNECTORS PG PG PG PG PG PG Ml -MECHANICAL PLAN -DETAILS D2-DETAILS D3-PRODUCT APPROVALS WA1-WALL ASSEMBLY DETAILS WA2—WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 04�l10 �. B'-V' CLG. HET. ELEVATION 'C'- REVISED HEW OF ARC IJAY SQ.FT. CALC.'S LIVING i432 60. FT. GARAGE 4 ENTRY 8 ea FT. LANAI 96 Sa. FT. A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 TOTAL. 2239 $Q. FT. F.G. FIN. PLR. FLUOR FTGDR FUEL GAS FINISH FLOOR FLUORESCENT FOOTING �R SL. S STD. SWS TEMP. SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION GLASS PG PG PG WA3-WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS WA5—NOT USED Tel: (407) 774-6078 GA R GADISP. GAUGE GARBAGF.DISPOSAL To . o O F CURB PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 °FL IINTERRURUPTER rc1RCDr T. TO OFs PLATE STRUCTURAL SHEET # DESCRIPTION GL. GYP. BD. H.B. H.C. HDR. HOT OR ITT INT. GLASS GYPSUM BOARD HOSE BIB HOLLOWCORE HEADER HEIGHT INSULATION INTERIOR TYP. U.N.O. V.P. W. W/ WDW. W.I. TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH ATE HEATER WROUGHT IRON PG PG PG PG Sl-FOUNDATION PLAN S1.lA-DETAILS 51.2-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 S2.lA-DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3-FRAMING FLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.IA-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.113-DETAILS CLARIFICATION. PG SNl-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FJ! 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com L AA S: 0003325 q a a � O C/ Q I- _ QW W J R BUISIDIV. & LOT: ABBOTT PARK LOT #12 BLK 15 PROJECTII 04181.000-12151 MODEis 4EAB "1672-ARIA" GARAGE BM/IATG: RIGHT PAGE: COVER SHEET 160 MPH EXP. C ABCMD KABOUCHACRA L AR NO 93723 J m /201'-0" PtENT GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. SRE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. T DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. 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 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. 7, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNV UFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. AL 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUM91N0 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHER 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063.15A AND R703.7. FStE RESISTANT C011119M r10II UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX; 407-774.4078 www.abdosigngroup.com L AA #: 0003326 a J eta o Qp Q b BUISABBOTTLol� PARK LOT #12 BLK #15 PROJECT* 04181.000-12151 moDEIA 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C DARE 08/31/20 8CALE: 1/4"=V-0" SHEET GN IL-4'.. 10'-S' I, 9'-b' 13'-4' ., 3'.10' I, (2) 3052-SH (2) 3052-SH �la cao=" .3Fl1-------------�-- .I I 1 6�CLL& j DINING Owms ROOM p 1 W-0' CLG 6 I (2) 3052-SH ? s a: � M1� G. — A ° GMT ROOM � 6'-0' CLG. I- wi c II I1• SCi �C �$ O) 0 � j j • A O I . 1 I o IR-BH 9 i v 8'-O' CLG. � WC 3_0.@ in 4'-4' 3'-10' -b• I Q - W BDRMA M I�9 3-sH VAr CLG it BATH — 6'-0' CLG. o 5'-4' L v. 0 s I a I Ci I. �+ 36'xb0' v 3-SN L V. PAN LAIIN. BATH #2 6'-0' CLrL O r - ,n xsa-1 ATTIC� a 8'-0 CI G M1�, I >� L SCE i - ' ® 9 DOLLARD AS REQ. IR-h3H PER BLDG. 0 ------ K -- CODE ip FOYER W-01 CLG, N GARAGE e W-0' CLG. BDRK#2 T HB ENTRY (2) 3052-SH W-0' CLG. EGRESS 16'-0'X1'-O'OND. — — — — — — — — — — — — — — — — — — -- — Fl I I lu ---------------- IRRRR�RR�RRRI SQ.FT. CALC. S LNMG 1612 SQ. FT. GARAGE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI 96 $a FT. TOTAL 2238 W.FT. C01f'OwNDCtADOIgvwLw B BARC UID FAP0911E FOR a ff CIM MI18 aPem Sam zm nwmvi om RBINKB QCTWE FDOTAZ MIN. WINDOW IV 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA SGD. MIN. 4 5 31/-39 CRITERIA 1 1 16010 O.H.O. 112 5 262/-31A BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONW4LOAIEWOIE C TOP PLATE 0 M BAR DETAIL FLOOR PLAN SCALE: 1/4' • 1'-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 15E EQUIPPED UTN SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www,abdesigngroup.com AA #: 0003325 b mUl • 0 Ill's �j >9UHDrv. Z LOT ABBOTT PARK LOT #12 BLK #15 PROJECT* 04181.000-121 1 MODEU 4EAB "1672—ARIA" GARAGE >9l/WG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C DAB.- 08/31/20 RICAL.E: 1/4"=1'—O" SHEET Al •/-IS'-0' BLDG. HGT — FYPON LVI2X24 OR EQUIVALENT B�FREIZE YR-) 11 OFF RIDGE T 12 6' TRIM b N BOARD ITYPJ SHAKE SIDING AS SPECIFIED SHINGLE ROOF AD 1 ITYPJ 6' RAISED BAND ITYPJ 8'-0' BRG. HGT S'-0' BRG. HGT. 6-0' BRG. HGTI - S'-0' BRG. HGT. OPT. COACH IIj'� (��\ — -0. FYPON LIGHT I �D I'-0 11"�'7 ❑ ❑ ❑ a BIGTIIXII OR I I EQUIVALENT 4B 4' RAISED �'I 0 9 :p TYP. I I EIL;b BAND (TYR) n n m 0'-0' FIN. FLR. ,::J:1 - 0'-0' FIN. FLR 0'-0' FIN. FLR , - ` _—_�_--_—_—_---_—_—_ ,�0'-O' FIN. FLR. ----_ _-- -�_ - —_ - ��—_------_ ,q FRONT ELEVATION REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE VENT OFF RIDGE VENT BRG. 8'-0' BRG. HGT0 .0. 0'-0' FIN. FLR, 4D R�--------------p------------------------- LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE. 1/4 . P-0' TEXTURED FINISH -- 6'-0' BRG. HGT. -4- --_ 0'-0' FIN. FLR AODECO. DETAIL SCALE: I/2 . F-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 • oo q QoQ Q q 1.4 d BU13DIv. ae IAT: ABBOTT PARK LOT #12 BLK #15 PROJECT* 04181.000-12151 HODELd 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: ELEVATION "Y' %160 MPH EXP. C �p PRINT 08/31/20 DATE: SCALE: 1/4"=l'-0" SHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e MV CUneT W AWIP MANJ FOLE IIOV OUTLET IIOV OUTLET N OF OUTLET WILD TO SBaaO4 �tY1 IW OUTLET aaulPED WAtRD PALL NTERPICR (TAMPER IENSTANT TYPE) 220Y OUTLET (4) IUM CONNECTION Its DR. WATaR4COF 42000UND PAULT GPI OYTdT NRRRU•ICR OUTC4 SUTC14 3-ULAY OPER $4 BUTCH 4-WAY OPER TALI. MOUNTED ' V LOW COLNG LIGHT © LED CLG LWIRT ©� LED VAPOR PICOF L10HT O VP VAPOR PRDOP LIGHT Ommone D CAN eVENT. PAN 1 CFM MR GGL FT. VENT. PAN a5L/1NT I GTI PCR S7. PT. V PD(IIRe raPlroe Tao my RuLom � T J•alLa YaaA,P ® ARBORS* FLIUORlwf BRAD AROUN ARouo (Bw%rNv �-{ 2' FLUORESCENT 4' FLUOI@SCENT p --ry--n--•� C 4' TRACK LtlNT 0 PANEL db PETER O SD. eETGte DETECroa 5&Ln'9S E eEJIa31211111111. L� WALL MOUNTED 0-4m DETECTOR BATT ISACK40 ELyB®yIig& as c�mlsoor=Topt NICI!-COFIHCTED SHALL SE A DISTANCE OP NOT LESS TO3 4' FROM WALL PENDANT LIS14T NATURAL GAS T ► Timmemoto JAcc UA4 TO ee uBveT® DISCONNECT ABC TION- ARu ON DISCONNECT NZ 16 WEST T-4 I'Q TELEVISION JACK CalLm BOX TO Me S PPORTRO N O J-BOX ACCORDANCE aV BOX MANGID AS OL104 MR Ca1L am FROWNED CeILNG PANA.gHT TO CC SUPPORT!* N ACCORDA7CE BV BOX MAISCED AS SUCH I = �aaa 24' NCA/DEBCENT LIGHT f7w pnnnnn 36' NCNDeScaw LIGNT STOP nnnnnnnn 4V NCAMPROCENT LIGHT STRIP FLOOD LIGHT !OPT. Smcm KEYPAD • PA PWN-BUTTON FOR OHR'!S use PERT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FA►0 TO aC VERIFIED • HOMEOUNIR PM! -CONSTRUCTION MEETING. • ALL 0 4 20 AMP BRANCH CIRCUITS TO W AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OP MUZ STH EDITION (2OIT) 4 210Y) NNA EDmCN • DEDICATED m Y CNSCU O - IS KITCN • GPI •ISLAND (NOT KIT IT CIRCUIT) • NN L4S4Ea DISCONNECT TO TO LOCKOUTKCA N PANEL • BATU PAT 4A OM EXHAUST PAN TO WIVE MN CArAGI1 O' 00 CPM SO OF•1 NTeRST'TEHT PER ELK71IG1L PRaOVINOW OP SECTION M6013 PBC•JE STH EDITIb4 (20n). • LAUNDRY ROOM RECEPTACLE SMALL BE GROUND, FAULT ORCUT•04TERRPMR PROTECTION FOR PERSONNEL ON PSEDBM • IUIRNS METHOD SMALL BC NON METALLIC CABLE PER ELECTRICAL PROVISIONS OP FBOR STH ED (20n1 • ALL UIOW TO CO'PLT WITH ELECTRICAL PRDNNONS OF THE PBCJE STH ED (70n2 • ALL LAtIft SMALL ME SELECTED BY BUILOWN ANCI TSS OP LIGI4TNIG MINT aE 11LISiT fEF101[NT TTP! P4TR FAG BCItlY lQ1SERVATI M1TIAL RIM= N M4041 ___________ CEILING PRE -WIRED MTD. LIGHT ,,)CLG PAN I TO BE INSTALLED,- - I PROVIDE U-BOX FOR OPT. FAN PRE -WIRED CLG FAN , \ GREAT ROOM \ \ \ 1 1 BDRMJ PRE -WIRED 1 CLG FAN I / I I 1 \V - // \ a� BDRM-j2 / PIS. PRE -WIRED CLG FAN GFI \ L s SWITCH IN I C_ C CABINET I I , IQTCHEN 1 1 II II I i / II L \ —� Ii \ I I I� �\ 71 r\L% LAUN, r OWNER'S pop / PRE -WIRED CLG FAN HOOD WIRE W/ OUTLET FOR TURF MICRO. / I ! 1I•I•C• P.B. FOR- AFF.- U2 I GARAGE \ F - - - - - I DOOR \ 1 4A. - -3:� J \ z LARD WALL MOUNTED AS REG1. \ LIGHT W/SWITCH IN PER D �\\ ATTIC CODE C KEYLESS FIXTURE GFI CLG. wlOUTLET OHD IRRIGATION OUTLET a \ i 48' APF I I GARAGGFI i y-( ipp 11 \ .i2L1TH —1\— -------------------- COACH _ ELECTRICAL PLAN SCALE: 1/4' • 1'-0' METER FIELD VERIFY LOC. WP Panel MAIN - A PANEL: 8M6wpert breaker VOLTAGE: 1201240 V-1 Ph MAIN: ISO Arp MC.B FEEDER: 3. 01 Cu TRAN 81-#S Cu (G) in 1 1/7' C. OR 3- #2D AL THAN 8 1- #8 Cu (G) in 1 1/2' C. win P.I. Bdr Deecrl B.n waft I Cir"* I I DAM, I I wAft I Da. Ban I Her P0. I M. W3 1 ZO Estetla Rec ab GFIM1Uo 1200 1200 1 2 2 3 ea f 112 _ 2 20 M ;W Pump S wee- 5 F. AUNT AR3 C.U.1 30 2 010 Spw. 7 1 1 a PANEL -A PANEL: 42LTt breaker VOLTAGE: 120/240 V.IPh MAIN: 150Amp M.L.O. FEEDER: 3.41 Cu THVTN 81- #S Cu (0) in 1 112" C. OR 3420 AL TRAM 81- #S Cu (G) in 1 117 C. wk. Fala Bar fterrl Waft *nWl 0,W1 w a OeaMPa� &a PON Win 012 1 20 ..A ante 15M 1 2 woo R•19a 5D 2 ae #12 1 20 Mlsmwale/Hood GFl low 3 4 012 1 20 Small AppAsma 15M 5 0 4800 W,tw Hooter 25 2 HO #12 1 20 ROWA. 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Demand FactorCalcuialdow ABBREVIATIONS: AFCI: ARCFAULTCRCUn NTERRUPTER NC: NON-CONCIDENT LOAD GFI: GROUND FAULT NTERRUPTER TdW kad wbjW M d=md fa.ln 41100 ' Find 10000w 8 W 100% 1DaD0 R—.W. x W40% 13240 Total AA: load 9a00 10%W4W.grmth LOAD CALCULATION IS BASED ON MC NON -COINCIDENT LOAD Total Connected Load Watts 33040 Total Am . x to / 240 wRa 137.7 General Lighting 8 Receptacle Load TWO A/CS an.FeW 1672 GwaM th & Rn 3W/Sq. R. $018 Hwat. 1 at 85wsti Met 10076 65 Tdal Ge.enl L a Rae Mhft 5081 CktO ask Total watt GeperW Us 8 Teo PMW A 8 635 5081 I m I L I L 1 m I I m I LED LIGHTING LED LIGHTING LED LIGHTING ® SINGLE LAV. @ SINGLE LAV. @ DOUBLE LAV. a BATH 4 OANER'S BATH OWNER'S BATH 150 AMP ELECTRICAL. RISER NOT TO SCAIA 4eNERAL MOMS, A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COPLY UTM ELECTRICAL. PROVISIONS OF THE POOR &2ki EDITION (20n) LOCAL CODES, AND ALL LOCAL PCSER COMPANY PM=I= N TB B. ALL CONDUCTORS SMALL BC TYPE TNHNAWUM UNLESS NOTED 0T18RUSa. POUER CO'1PA TRANSFORMER "ALU1NUM (AL) N 2" DIA SCHEDULE SO PVC CONDUT U4LESS SERVICE IS PROVIDED BY TWE ELECTRIC COMPANY. COORDNATE UTM THE ELECTRIC COTIPANT PRIOR TO BD. PROVIDE 302/0 CU, TMBN • 1% CU N 2' CONDUIT OR 3 We AL, TEEN • PS W IN 2• CONDUT OR 2/0 AL. SEA CDOUOIIIT TO TERMINATE aeo'.E SOFFIT • OVERHAhIh) CQ7lNATION SERVICE DISCONNECT SIUITCN AND M ELECTRIC METER N NEMA 3R 04C .CXKM T1.5-w. a "w"' CAaLe TELEVSION BRRNCS URVICE WRAC! W11PNW7 [(4UIPNRENT NTERSYe"M N BONDG TERMNAL AT LAW VOLTAGE CONNECTIONS 1 .4 OI SERVICE GROING CONNECTED TO CONCRETE ENCASED POOTER STEEL FIR ELECTRICAL PROVISIONS OP 714E EOCM" S/S" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeaigngroup.Dom AA #: 0003325 OE Q� m a pt RAJ yLJ�� Q O S SVHDIV. 89 LOT: ABBOTT PARK LOT #12 BLK #15 PROdECTop 04181.000-12151 MoDElt 4EAB "1672- ARIA" GARAGE 811IING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C • 7 1 low c , DA7Z. 08/31/20 !!CALM: 1/4"=1'-0" NPIMET E1 OND /x e IIIIII 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH; 407-774$078 FAX 407-774-0078 www.abdeslgngroup.com AA M: 0003326 w a s s $ sLJSaIV. Ae IAT: ABBOTT PARK LOT #12 BLK 15 PROJECT* 04181.000-12151 uoaEr� 4EAB "1672—ARIA" GARAGE 9MING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP.PRDFT C DATE. 08/31/20 es;EET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL 51-Ca CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $HALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8, ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 0. ALL FIRE RATED CEILINGS AND WALL$ @GALL, 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 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER 5006TER CAPACITY &V LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPL AIR HANDLEI EVAR TRA SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG INSIDE CAULK NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS O O EXTERIOR WALL T y AIR RETURN SUCTION AND LIQUID y REFRIGERANT LNES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS FIN, FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 860" SERIES NICKEL BRASS TOP P.V.0 OPT[/SPEC FLOOR SLAB CLEAN -OUT (TYPN) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LNE• RETURN TRUNK 1 BALANCING DAMPER OR OBD CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) ffiXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE P.P.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 . I'-C' ■ 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAIL 407-7744078 www.abdesigngroup.com AA #: 0003325 J JtM Q y O StTIBIABBOTTLo� PARK LOT #12 BLK #15 PROJECT# 04181.000-12151 MODELA 4EAB "1672-ARIA" GARAGE DWIIJG: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C ROL7W A. A8000 ACRA AR NO W723 DATE: 08/31/20 OCAL.E: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE S/S' GYPSUM 5 OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENEFIGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. PURRING — STRPS a 24' O.C. S' CMU 1/2, GYP. ILL. BD: WOOD BASE — PER FLR T' 1/2' CLG. 1/2' DRYWALL SECURE ST. - PLATE TO SLAG W/ 10d MASONRY NAIL a 32' OIC. MAX PIN. FLR. PRE -PAS TRUSS 2X4 WOOD STUDS e24' O.C, SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUM5ING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON—BRG.) D 1 SCALE: 3/4'.I'-0' FIBERGLASS 64114GLE8 OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON is O.S.S. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRIM MTL. DRIP EDGE 2x FASCTYR IA PER I .0 ELEVATIONS 01A ON. VENTED SOFFIT i r 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR _ — 06 0'-0' FIN. FLR e. m .. a 4 - 1-I15EP43LABS SHINGLES OVER W FELT PAPER OR SYNTHETIC P R.ODUCT, INSTALLED PER SECTION R908.1J ON 1}' O.SJS. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT n W/ WINDOW OPENING n TYP. WALL SECTION `A NO OPENING 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY NOTE. PER SECTION W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, 3/4'.1'-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 Ix2 P.T. FURRING STRIPE a 24' O.C. 1/2, GYP. WL. BD. , G„u WOOD BASE AV NAI. %, mJwAR sM LM ,cu w em u_Eo. OW MAN 2 GAS LINE THRU BLACK p een.o vr.T.e• VJ' TWCK t COAT - nORM1AD CEFRNT RASTER APPLwo olplEmIr TO MAOONW pw GALV, eTER- ema VERM:AL. TRAM DY 11". ►ASTDCO TO TRACK ORACKM sv naoouct APPROVAL POW xaoa eeAD cm = ATTACHM TO FILL CELL AS FM APPROVAL RlO. GRA.AW F ROD OACISER 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-0' FIBERGLASS SHINGLES 2X4 SPP 24' O.C. MAX. OVER WFELT PAPER OR SECURE W/ (2)12d NAILS SYNTHETIC PRODUCT, • EA. END INSTALLED PER SECTION 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES R908.1.1 ON 1}' CAB. PER STRUCTURAL DETAILS OVER -W FELT PAPER OR SHEATHING OR }' COX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE R908.1.1 ON J' O.S.B. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE TYP. PRE-ENG WD.TRUSS TYP. MTL, DRIP EDGE CAMTL• DRIP EDGE 014. 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES WEEP SCREED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5 /8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT­L-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR � Z 0'-0' FIN. FLR a• cmE ti U a 4° W/ WINDOW OPENING TYP. WALL SECTION `L�PENING r6—'�l—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.r-0' L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 a � N ` F J SVBDIV de LOT: ABBOTT PARK LOT #12 BLK 15 PROJECT 04181.00t-12151 MODEL' 4EAB "1672—ARIA" GARAGE DWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DA=: 08/31,120 SCALE: 1/4"=1'-0" BIiEET D1 im 7X6 P.T. • CENTER OF DOOR (HEADER BECLWO W (0 V2' X VJ-BOLT W 4' MN, EMdEDI ENT W 7' X 7' X I/S• UWNCR 4 NUT OR W (2) V2' X S' ANOWIR BOLTS V6' WIAamIQ 4 NUT SECURE 2.4 ON FLAT TO BLK 9 IW MASONRY NAILS. 7X6 &ARAM DOORK 650.1 ED W (5) 1/7 X S' J-BOLT OR ANCN(JR BOLT6, W 4' MIN EMBEDMENT, W 7• X 7' X IW 1114&HER 4 NUT. (1) WTHIN S' OF TOI! (0 WITHIN W OF THE 8TM, (3)EVENLY SPACED. o ® o m a o NOTES, ALL ANCHORS SNALL W N ACCORDANCE TO MAMPACT PIVt* NSTALLATION NSTM=IONS WHERE aLN=4 IMTIKICTIt NB AM MOW BTRNGPNT GARAGE DOOR t BUCK ATTACHMENT 4exe, w•-r-e 8' CMU A. DRYWALL I'X4' OR I'W' P.T. NAILER b,4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK W/ W6I TAPCCNS (MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4') DOOR JAMB TO BLACK +4 OR +5/4 WINDOW TO BLACK +3/3/OR +5 4 ASCALE, N.T.S. 2X4:m SECURE TO BLOCK V Y.' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I A') WITHIN W OF EACH END 4 W5. O.C. MAX SPACING. 2X6,Wm SECURE TO BLOCK W/2-Va' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8. OF EACH END 4 8, CMU 18' O.C. MAX SPACING. V DRYWALL 2X6,m I'X4' OR VX2' P.T. NAILER SECURE TO BLOCKK W/2-HXa' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' OG. MAX SPACING._/g NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2' IONDOR TO BLACK +1-1 " " SCALE, N.T.S. 2X4a SECURE TO BLOCK W/ Vb' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITNM 8. OF EACH END 4 18' OZ. MAX SPACING. NOTE. STRUCTURAL 2X 2Xbm MAT BE ON OUTSIDE 4 SECURED THROUGH SEASRE 15LOCKK WO-V NON-STRUCTURAL )W STO I (MIN. SHANK SIZE .145 EMBED NT T EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 CMU MIN. EMBEDMENT I Y,) 'DRYWALL VOF EACH END 4 IW O.G. MAX SPACIWm I'X4' OR I'W' P.T. NAILER 2X8Nmo SECURE TO BLOCK W/2- TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y,') DOOR JAMB TO BLACK +1-15/19" i� W114 )A " SCALE. KTA. TO BLACK +1-15/% 2X4=m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X IW O.G. MAX SPACING. MAT BE ON OUTSIDE 4 2Xbm SECURED THRCW14 SECURE TO BLOCK W/2-%, NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHAW, SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 B, CMU WITHIN 8' OF EACH END 4 j4' DRYWALL O.C. MAX SPACING. I'X4' OR 1'W' P.T. NAILER 2 Xsc SECUR SECURE TO BLOCK W/2-71(6' CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE -400 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOJAMB OBK22 $" 1SCA HIOCK+14wN01 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4), WITHIN 8' OF EACH END 4 STRUCTURAL 2X IV O.C. MAX 8PACMG MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WR-i6'NON-6TRUCTURAL %. TAPCONS TAPCON MIN. 144- (MIRSHANK SIZE .145 (MIN. H EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 1'X4' OR 1'W' P.T. NAILER 2XD4 SECURE TO BLOCK W/2-14' TAPCONS DOOR GA81NG (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y") DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANFACTURES DETAILS. N014 M!I Y NmNR TO FLI1f LYR (00 NOr wc®HF1 DOOR JAMB TO BLOCK +3" E WIN W TO BLOCK +3" E, RTA. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. 814ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN B' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL i(6' TAPCONS(MIN SHANK SIZE TAPCON MIN. I Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) B, CMU WITHIN 8' OF EACH END 4 y)• DRYWALL 18' O.G. MAX SPACING. ❑ 1'X4' OR I'W' P.T. NAILER SECURE TO BLOCK ' SECURE 2X SECURE TO TAPCONS(MIN. SHANK nATTAC44 TRUCTURAL MEMBER J45 /(2A2d WITHIN W OF EACH MIN. HEAD SIZE 300ND 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4)OOR CASING WITHIN 8' OF EACH ENDOOR JAMB OR WINDOW 18' O.G. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3" F BLOCKI TO +3" SCALE, KTA. 2X4= SECURE TO BLOCK WH4' TAPOCNI MIN. SHANK SIZE .145 N MI. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) NOTE: STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCON8(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y4') • DRYWALL WITHIN V OF EACH END 4 IS' O.C. MAX SPACING. 'X4' OR I'W' P.T. NAILER 2XDm SECURE TO BLOCK UJA-1/4' 36' O,g$, X 4' MIN. TAM" (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOR, 41M M,4� TO I,NlR J4'R f00 NO! p,Tb011•) DOOR JAMB TO BLACK +3-7/18" WOMW TO BLACK +3-7 /18" "SCALE. N.T.B. 2X4� SECURE TO BLOCK W/Ya' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) NOTE; STRUCTURAL 2X WITNM VOF EACH END 4 I UST BE ON OUTSIDE 4 IS* O.G. MAX SPACING. 2X6m SECURED TWROWH SECURE TO BLOCK W/I-1/4' NON-5T UCTuRAL V TAPCONS TAPCON MIN. I-Y4 (MIN SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) S' CMU WITHIN 8' OF EACH END 4DRYWALL 18' O.C. MAX SPACING. IHX4' OR VX2' P.T. NAILER 2XSs SECURE TO BLOCK W/1-1/4' ' P.T. X 4- MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O:C. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" WINDOW TO BLACK + 3 3/ 4' H SCALE: KTA i441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA 8: 0003326 pp}s}spCC jE K R 0 99U13DIV. k LOT: ABBOTT PARK LOT #12 BLK #15 PROJSCT/H 04181.000-12151 MODELa 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C RMM A ABOUCHACRA L AR NO W723 A FOlj/31/20: 1/4"=1'-0"T D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 1147341 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1387294 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOODCONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 F17473.2 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-RS MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#153S3-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-W EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELRE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE UTE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017FOCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM S WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/26/2020 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com L AA #: 0003325 h a w � a ass SvO a Los ABBOTT PARK LOT #12 BLK #15 0 18 00�-12151 MOD=, 4EAB "1672- ARIA" OARAGM OWWO: RIGHT PAO= PRODUCT APPROVAL LISTING 160 MPH EXP. C DP M 08/31/20 SCAM 1/4"=l'-0" Simm" D3 0 l POLD MUA1C . rr.. O l POLD U)AND r. A A u�AN • rr. e A CRiAU • R. G ® KICKOUT DETAIL ® �ra.owAAo.rr.A J. CAAN • K.. A CNAN . rr. C A F"rr. c 01"rr. O ML rT. C TOUC-M .OTWK N.ANa. NOR UAL r". O2 mom. i' TNOK 3 COAT CEMENT r mTER awmin Ow 7 COAT 00 LAYER 7, PMFAOER OtALOMO PARMRmot" CNLY) NOW LATER % Sr,r A7 ~PWAM C/LY) KApUn PLAO NU na "" 11I 1? UAL falO COO — ,CL„M oC Nei en) tlG3i wrALt Nwxour rLAs�nu Ar AAAOTran a AOQ / uuLA. ANrassetAcrw WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ROOFNIALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS E Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WR5 LAYER 02 (PORTIFIBER — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R71031.I / A5TM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA S: 0003326 a E y14 W • 4 � iW5 i 4A w 0 x evBDIV T I.oT ABBOTT PARK LOT #12 BLK #15 PROJECT# 04181.000-12151 MODELS 4EAB "1672—ARIA" GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS W. 1NORN60 MPH EXP. C DAATEE: rmNT 08/31/20 ®CALF: 1/4"=1'-0" 8HEET WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORT(FIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH h' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 b' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEI VERIFY LO 27ca� Iv cc�.clvc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION �ELEG. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-2 ESEA[ OVER b® MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING UM LAYER 1, STUCCO WRAP U1RB LAYER 9, FOR(IFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX iETOP SCYP MID -WALL WEa�FED V WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY DEFOW APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED FRAME TO BLOCK( STET= #1 STEP *3 STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003326 a M W • J • ass�s�� 4A vi L SVHDIV, to IO a ABBOTT PARK LOT #12 BLK #15 PROJECT► 04181.000-12151 HODET- 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PARSE: WALL ASSEMBLY DETAILS %160 MPH EXP. C III I ourn a M I AR NO 9390 aNT 08/31/20 1/4"=1'-0"A DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING 6Ti1111111111 SELF-ADHESIVE FLASHING - - - - - k 2 1/2' ,k CORNER BEAD (FASTENER 4 SPACING tv I" O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD C? BLOCK Not 1441 N. EAG RONALD RAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX. 407-7744078 www.abdesigngmup.com AA #: 0003326 aj. a � lu s S MOM as ] ABBOTT PARK LOT #12 BLK #15 PROJECT* 04181.000-12151 MODELA 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D � OB/31/20 SCAM 1/4"=1'-0" 9iIEET WA3 44 UIOOD b1EATNMG UaATWEIR RfSiSi1VE DAFMOR LL ?IMI 14 ALA SIDNG 6' SELF-ADFERINb FLAaw � ' a f TWSRe �SISTIVE 1 \ e�Al aEATNER RESISTIVE STARTER STRIP \ \ MAPMRM �! I \\\ y r FERMG GALVD FETAL GALV'D METAL '7' H.ASFIMG Z' PLA04MG opt NAILATEIU�EOD•TRM R X 6TEp � �ww \ ` SEAL GAP WC.AAlLKM AM4%2VE0 SEALANT QOR CASN& SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) UV= G"TRYOTION mffyo�v wm 8HEATHMG— MAT4IER RE61/TIVE NARRIER M 6AA�R RESISTIVE - [-SLTy I� NARDE TRIM ELEVATION M FEItlNG FaL q��� ?MR MM616TIVE 6A UeArt fMISTIVE SAMW CR SELF-ADNERM6 FLASNM6TAL iazm G on / NARDIE TRIM MR 1 e ELEVATION \ ` AL GAP / OR APPROVED SEALANT CASNG SIDING TO STUCCO BLOCK TO FRAME 24 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — WILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 8'. O A J V � Q I tMDIV. 8. LOT: ABBOTT PARK LOT #12 BLK #15 PROJECT* 04181,000-12151 MODEL' 4EAB "1672-ARIA" GARAGE aKINO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C pi aA rio PRINT DATE: 08/31/20 8CAL.E: 1/4"=1'-0" e MET WA4 2x6 SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ I\ 1/8' TEXTURED I \ FINISH g WOOD I \\ 1/2' TEXTURED 1� \ FINISH 9 CMU \\ METAL FASCIA \\ WRAP Ye' FROM \ STUCCO, I' FROM \ WOOD WALL \\ EXTERIOR WALL \ (FRAME OR CMU) \\ \ 1/8' TEXTURED FINISH • WOOD, IR' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP D SHEATHING x x x x x x WRD LAYER 01, x x x x x x STUCCO URAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER 02, FORTIFISER x x x x x x x x x x x x x - ---- BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x •: ' .. � ,: FRAME OR CMU 2X6 SUS BAND ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK our x x x x x x x x x x x x x (REFERENCE POINT ©�L* I I ONLY. FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL (NOT INTO STUCCO) �1/8' TEXTURED FINISH m )WOOD, 1/2' TEXTURED FINISH w CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®i=L)4N )4 PRE -ENG'D TRUSS TO BE CUT O 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/Vx4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1¢'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA s: 0003325 J 1 qW us x O x [PROJECT# WABBOTT PARK LOT #12 BLK 15 04181.000-12151 MODZU 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C Svp 1 NO D M 08/31/20 sCAum 1/4"=1'-0" SIMEET WA6 us x O x [PROJECT# WABBOTT PARK LOT #12 BLK 15 04181.000-12151 MODZU 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C Svp 1 NO D M 08/31/20 sCAum 1/4"=1'-0" SIMEET WA6 CONC. .AB Y Y _ _ —FM-12X18 _ I— FM-12X12 — 4" CONC. I� SLAB `° I *31/2" cdw E. I LL a F-24X24 f 9'-6" 2'-6' 10 b r� ii i I FM-12X18 1 4" PVC CHASE rL i I 0101,$ f i TOP OF 1O SLAB 1" PVC CHASE I FOR ELEC. @ i f i5I ISLAND LL yjyli �� ILL I A! i� i i I i� I 6 z I 0 a y EXTEND I SLAB 1 1/2" TE1------ I ------ — �-5 1/2" <V I I 5 I "2'-8" 1.1 2'-4" 17'-8" I •I w i I• Lb � i a I 1.1 EXTEND O 2 FM-12X18 SLAB 1 1/2" fTi 1.1 CONC. 4" • I SLAB a a1I c� I -31/2- N I LL �Y 71/2" FMC-12X18 1 1.1 FMC- 4 4 L— FM-12Xt8 1.1— J 12X18 11.1 — — FM-12X18— — — 1. — — FM C 12 FOUNDATION PLAN SCALE: 114" = V-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +.0'-0", SEE SURVEY PLOT FOR 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. 11.0INDICATED #5 BAR, EIINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90- HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED X-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6.6 W I A.W l A OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK I WIDTH LENGTH I THICKNESS BOTTOM REINF. I TOP REINF. T.O.F. SHORT LONG FM-12x16 12" CONTINUOUS 18" - (2)#5's FMC-12x18 12" CONTINUOUS 18" - s #51N CURB VARIES F-24x24 24" 24" 12" s s FM-12x12 12" CONTINUOUS 12" - (2)#5's TE-1 8" SEE PLAN 8" - s 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.8078 FAX 407-774.4078 www.abdesigngroup.com L AA #: 0003326 V 0 r BUDDIV. Ae LOT: ABBOTT PARK LOT #12 BLK #15 PROJECT* 04181.000-12151 HODEL9 4EAB "1672-ARIA" GARAGE 9V/ING: RIGHT PAGE: FOUNDATION PLAN %160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING Z. }} z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED v — CELL SEE PLAN FOR SIZE AND Q 0. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS v 0- Q SPACING REQUIREMENTS m -• • GARAGE DOOR w U W1' RECESS m� �a -� FM " •' g5 O h z� 8" CMU WALL O ¢ 8" CMU WALL ° SIZE AS BAR CORNER...� I w U B+ m z TH 0" LEG ACHER N OUNDATION WIITE w= 0,41 +- 0'-0" -� WAY AT ALL CHANGES IN DIRECTIONS p1 ° TOP OF SLAB - TOP OF SLAB I ., - -' 1 SO THAT THE STEEL REINF. IS CONTINUOUS �° MATCH AMOUNT OF CONTINUOUS BARS of • •L'I� CURB FOR • , f - . ° EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 4BPBARDIA. 4"CHAMFER (1-STORV) #3 ... -VARIES ., SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB I LL v CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE -' iV gyp. MASONRY UNITS SET AT ELEV: W/1/2"ISOLATION , 6" CHAMFER (2STORY) W/ 1!2"ISOLATION 4" CHAMFER (I STORY) I 01-0"JOINT (WHERE • • APPLICABLE) z #4 SEE SCHEDULE JONT (WHERE . a' 6" CHAMFER(2STORV) •"'--^'• SEE SCHEDULE#- WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING s FOR WxD, BAR SIZE #6 APPLICABLE) Z 4. FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS 1* 2 TO 3, PROVIDE 2 BARS), UNO #6 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4"=I'-a' 2 scALE:3/4'=1'-°" CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL WI 16d COMMON GHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD - OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w LLI I 2x4 OR 2x6 W000 BARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x8 WOOD BARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING 2" CAPPED j N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE SWEDGE ANCHOR W/2" BTM. PLATE TO BE PT. WIFLANGE @ BASE d g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH W PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO d 8", ONO — PLATE EPDXY 5-0/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY 4 ¢ 0 FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. m = K SPECIFICATIONS FOR (0 Q BTM AND TOP PLATE ADDITIONAL METAL = m USE AND I ANCHORS W/ x RS T SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" 1- m PREPARATION OF O 'Q HOLE. S COMMON NAILS FILL ALL L ALL REQUIRCONNEED WHEN REQUIRED WHEN NO UPLIFT IS PRESENT. TAPCONS W Lu w HOLES, DO NOT USE 10d W x N' SEE SLAB SCHEDULE SEE SLAB SCHEDULE M 9Q0 a ¢ +- TOPO 0 OF SLAB +- 0'-0' TOP OF SLAB 4" CHAMFER (I -STORY) 6"CHAMFER (2-STORY) • e . •, ° EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE: 3/4"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL CURB FOUNDATION WOOD WALL 6 7 BQALE:34"=,'-°" (W/ UPLIFT) 8INTERIOR SCALE:3/4"=V-0" (NO UPLIFT) SCALE:3/4"=l'-0" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q '� PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO 0 d BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" O/C STAGGERED, ADDITIONAL METAL U d CONNECTORS NOT REQUIRED WHEN NO 8"CMU WALL UPLIFT IS PRESENT. ? +--0" POURED LINTEL CONT. (TVP.) 8" CMU FILLED CELL (TYP.) �+•'' • TOP OF BLAB SEE SLAB SCHEDULE ,I. 2X WALL FRAMING ° SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0' Z Z — a MINIMUM EMBEDMENT INTO TOP OF SLAB ° • _ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .'j'--; . FOR BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY BAR AND BAR QUANTITY L COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL AND COL. PAD f 1 BLOCK WALL CONNECTION y scALE: 3/4"=l'-0" (NO UPLIFT) SE221[N!G SCALE: 3/4"=V-0" i I SCALE: 3/4"=1'-V' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdeslgngroup.wm 1 AA #: 0003325 wuj Q� Qi uj Y 2 C Q r7 ABBOTT PARK LOT #12 BLK #15 PROJECT# 04181,000-12151 HODMU 4EAB "1672-ARIA" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DATE: 08/31/20 SCALE: 1/4"=1'-0" SHEET S1.1A DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 K m a OU y C 9 V 9 9 �o BVHDM aC IAT ABBOTT PARK LOT #12 BLK 15 PROJECT 04181.000-12151 MODEZA 4EAB "1672-ARIA" GARAGE 8WINO: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C BCALE: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM g N °< Q. "I Q O CLEAN OUT REQUIRED Q FOR INSPECTION m 0'- FIN. FLR. TIE ERTIGAL REBAR . ° . TO HORIZONTAL - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z X ul #3 18" >O #4 24" h () #5 30" #6 36' #T 42" HORIZONTAUVERTICAL (D----REINFORCING SCALE: 314"=1'-0" z f STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �- J. SPACING REQUIREMENTS UE U) Z 8"CMU WALL TOP Of SLAB °' TOP OF SLAB �" SEE SLAB SCHEDULE SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. Z w �• ° g > EXT. PORCH SLAB 4" CHAMFER (iSTORY) #3 18' �U ° W/ 1/2" ISOLATION 6" CHAMFER (2STORY) JOINT (WHERE APPLICABLE) Z_ MATCH STEEL 6" PVC CHASE REINFORCEMENT PER SCHEDULE 3S, 6" PVC CHASE THRU FOOTING THRU FOOTING #7 42" SEE SCHEDULE MATCH STEEL REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE OOTING &hq" CALE: 3/4"=V-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SCALE: 1441 N. RONALD REAGAN BLVD LONG DID, FL327W PH: 407-774-6018 FAX 407-774-4078 www.abdeslgngroup.com AA #: 0003325 w a p� DTI J p Q IL C SLJ8DIV. de LAT ABBOTT PARK LOT #12 BLK #15 PROJECT* 04181.000-12151 MODEL" 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 112" 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. S. 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 (C). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SOE REMARK DESCRIPTION Q (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 ABB EVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Psl) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB! MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS *—on- SAFE LOAD - POUNDS PER LINEAR FOOT _& *--48/IB SAFEELLOAD 4-4—SAFE LOAD • POUNDS PER LINEAR FOOT TYPE LENGTH amLENGTH 4tem IF1240 I s76m I w70m M440 si46 seam TYPE SUB a"LENGTH RC6U TYPE SF61T ~ OF12-,T stair s1677 I visa 026tt I aawar eRWIT ssta sett si2r Wall' I saga 74' (42') PRECAST =1 74• (427 PRECAST 1025 1024 IM 3'4• (4y) PRECAST taw taw 3w4 4394 =3 13 70N INS mas 3w4 43H M e7w 7m1 4'4T (48n PRECAST 1966 4'4T (48) PRECAST 766 769 1908 1'4' (4B' PRECAST two ww pw wt6 4e70 ow taro 17p Saw 10/0 Will 4670 Iaffi ww 4'4' 1649 PRECAST 1EBB R4' (54') PRECAST 6B2 W1 1073 4A (541 PRECAST „n rap mr oars 46u 4771 wn tan 2240 am 33A 4m at, a3w @�4' (e4-) PRECAST 1217 @a• (84') PRECAST 411 411 746 @I' (64') PRECAST 1N0 171 22M ww ww awl 4w2 10" 7716 228 2ere 330 awl 4w2 F-10 (70') PRECAST 1082 SAG' (M PRECAST 340 330 618 @-iC (N•) PRECAST ,ae7 ffia aln saw Noe wl tan 2. . 3107 810 Naa S4' (78') PRECAST we @4• Mn PRECAST W7 721 490 S4' (1M) PRECAST In t t ewe 3wt 871 2.1 O MO ,aw 2we 27w wat a712 Td (M PRECAST 749 T4• Mn PRECAST 424 634 383 T4' (907 PRECAST rn 20w 2w7 on rn 17M two tow epl 7w7 sae 94' (112') PRECAST 661 84' (1121 PRECAST 326 512 230 114' (112') PRECAST wt 11 1474 ,N 21n raw w1 ew lain lap taw 2we Will 1O4T (126� PRECAST 476 104 (126) PRECAST 264 401 100 104• (72n PRECASTin In us tin w t ant aw ew ,m „>: ,7w Woos wp 114• (136n PRECAST ffi 11'�• (13B•) PRECAST 260 462 t64 714• (780� PRECAST 474 SA NO IW 127 IN 17w 4" W t ,a72 160 tn6" 2167 12'-0• (141') PRECAST 937 1" (144') PRECAST 244 402 137 Ir4r (144-) PRECAST a0 � 741 top tt t two 4A sm ep 7w2 7 INS,. w7s ITW (160') PRECAST 208 '. 13'-C (t8n PRECAST 217 324 110 IT4' (18n PRECAST 418 aw etr 7w ae4 , I= NI 480 760 17w U1 INN. ,0n le-W (/66•) PRECAST 279 14W (1W) PRECAST 205 293 100 14%T (t66� PRECAST ae4 3w ells 734 M t2w 410 425 TIT INS tan 14'4• (178•) PRE81RE88FD N.R 14'4' (IM PRESTRESSED N.R 284 91 14'4' (171n PRESTO 91° 20 wt 3w w0 ew W2 9w eM 7 ne 161 1131 17N 1@1• (1847 PRESTRESSED N.R. we pul PRESTRESSED N.R. 269 83 1@•4' (184� PREBIRE88ED wt 2w 373 aw 4w fie w7 o 7w t Sit ,o6/ ,6w 1T4• ( ') PRESTRESSED N.R. 7T4• (208•) PRESTRW8D NR 104 64 1T-4' (tee') PRESTRESSED Inley ,w wa 3w 4m 7m m 740 o lee 1277 m 1473 104• (2�9 PRESTRESSED N.R 1WW M PRE6IA�BED N.R. 148 52 194• Mr PRESTRESSED 1w tie 229 30 ep 4w 447 on ea Nt 647 1 747 72n 214' (266') PRESTRESSED NR 2P 4• Mn PRESTRESSED N.R. 126 42 21•4• (186') PgES1RE88ED tw 1w 304 7. an a7a aw en 4e0 721 aw In aw top 22'4T (264') PRESTRESSED N.0. 2r4- (26'49 PRESTRESSED N.R. 116 40 " (284') PRESTRESSED ,a7 1n to ns 2w aw 31e Na 4w W 60 ew aw ew 24.4• (29n P N.R. 24'-0' MnPRLYII�BED NR B1 33 W4r (236') PRESTRESSED tall tat tle 2w ?A 31e 3w 426 418 ew 4w rn an m ,w 100 4w w1 4M - - tM 1ffi (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. • ALL VALUES TAKEN FROM'8AFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTI*M TO AMT OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 ©��voom OD®m®mom! omovoov 0m00000 mmmvoaa m®Om00m �00�000 I�m000�r_!�! i0�0�Om0 mmdoo oomoo��r+ 0000m�0 0000000 00�0�®0 00��00© 0�00000 - 8F16-1T/0M/0B 8F16-1T/0M/DB 8F16-1T/0M/0B mo g 2 3 1= H rti LL 1b LL R �Y. dx vy 8F16-1T/0M/0B C S o 5 1A 8F20-1T/0M/18 WOE IEI LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-77443078 FAX: 407-7744078 ,nww.abdeaigngroup.com AA M: 0003328 IU M BUHDIR All LOT: ABBOTT PARK LOT #12 BLK 15 PROJECT* 04181.000-12151 1[ODEL• 4EAB "1672-ARIA" awRwcE aWrsr7a: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEM CORNER REINFORCING OF BOND BEAM 1 SCALE: 314"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR B"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM C0 i#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL REPLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING NOF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" 5. pv� COURSE OF BOND BEAMD THE DOUBLE BOND IS OMITTED AND A LINTEL S PLACED. THE STECOINCIDE WITH A L114TEL THE EL BOND BEM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / A TOP OF THE LINTEL. I' �0 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 / 2 � OND TOP OF BEAM W/ (B #5 BAR BOND BEAM •\O EACH COURSE G 8x8 BOND BEAM TOP OF • pQP.a\� W/ (1) #5 BAR '.y BOND BEAM I .�\ap U = UNFIL E I GROUT GROUT SOLID FROM TOP fl\� NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. BEM COURSE SEE NOTE 5 A\N Ep 16-1 T/ 1 M/ B 8x8 PRE -CAST CONCRETE p�S�QE� NOMINAL—�� LENGTH Of1)BARB W DTH OF MASONRY Qp' HEIGHT # OF #5'S, TOP 0 BOND BEAM COURSE OPENING-7' n BEAM DESIGNATION IT IS THIS ENGINEER'S IN OR L THAT XFXX-tt/1 WOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0" AND XFXX-IT/0M/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS OP LINTEL OF OPENING AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" #5 BAR BENT ASSHOWN EMBEDMENT 2x6 2 X 3) 2-3I16 TAPCON (MIN OR DRIVE PIN (MIN SHANK PRE -CAST .`a 1!4" SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 I/4") 8" SILL FROM EACH END AND 18" a SLOPE O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE MIN EMBEDMENT 1 ZX4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM - FROM 1/4") 8"FOM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7N6"OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION FRAMING DETAILS 1 5ARCHWAY PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I SINGLE #5 CORNER A BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF - ��F 'I / FILLED CELL BOND. BEAM Bx8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3l4"=i'-(Y' 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407.774.6078 FAX 407-7744078 www.abd"gngroup.com AA #: 0003325 `u • If A yq Q ass SUBDIV. & LOT ABBOTT PARK LOT #12 BLK #15 PROJECT# 04181.0 0-12151 WODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-W 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED 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" = 1'-W Ii N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 It a V O Q tty SVHDiV ae LOT ABBOTT PARK LOT #12 BLK #15 1pRoJmcT# 04181.000-12151 MODELA 4EAB "1672-ARIA" GARAGE 9WnfG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C LIA DrtlNT 'I A IL. 08/31/20 SCALE: 1/4"=1"-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFANALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR 0TRUSS i SIMPSON HETA16 # 1100 UPLIFT SIMPSON 842))S SIMPSON HETA16ILS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 W110 10d TO SHEATHING (12) 16tl x 1 }" NAILS TO TRUSS (9) 10d x 1 }" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TRUSS AND (4)1/4" z 2 1/4" FASTENER SCHEDULE" DEL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" Wl tOd NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" z 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR OPPOSITE FACES OF WITH (t2)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 tl4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) t" x 5" TITEN HD TO CMU AND (12) SOS CONT POURED LINTEL }" x 2 }" TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1z2 SECURED W/ 10d TRUSSES 24" 0/C, 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW AND APPROVAL 2x SECURED W/ (3)16d (2) }" x 5'TITEN HD TO CMU AND (18) SDS }" z 3" GALV. COMMON NAILS. tx2 SECURED W/ tOd 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 = UA810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ olaSlb81cA 34=, " TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c S°" / `l'- 3 SCALE:314"=V-a' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING -O" 0'TO 30'-0" (i)'X' BRACE SEAMS) 30'-1"TO 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-W MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH R 10'-0" MAX (W/2X4) 2z WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 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 o. MAY NOT BE (2) 10d's @ EACH TRUSS H Ja REQUIRED TO BE INSTALLED@ 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 101-0" O/C MAXSECURED W/ (2)1od COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE; 3/4"=1,-0„ PRE-ENG- D TRUSS NOT USED SCALE: 3/4"=1'-O" 5 NOT USED THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4•D HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER < 2/5•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED 50 LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >518" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE oll SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD ALTERNATE STUD NOTCHING NOT USED NOT USED 11 AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" 9 10 yMA�TERIALS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 q a � ~ u asp HVHDm to IAT ABBOTT PARK LOT #12 BLK #15 PROJECT# 04181.000-12151 MODEL• 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP. C D TE 08/31, SCALE: 1/4"=1'-0" BEER= S3.1A ryl 1 � VTCR SPACING (1) AT EACH END 20 BLOCKING BETWEEN TRUSSES VTCR AND F-O" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER5TRUSSES) "X" \ 1�11111�11 0'4" TO 30'-0" (1) BRACE 30'-1" TO 6Y-0 (3)'W BRACE "X" PRE-ENG GABLE TRUSS (1) BRACE @ CENTER \ 111 (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2z SU&BAND \ FROM CENTER TO END, UPRIGHTS OVER 4'-10" HIGH u (AS PER TRUSS ENG) \ I �, Ilol I OI PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR \ IL SHEATHING FASTENER SCHEDULE" 0 SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO, SIDE VIEW 1x2, 2z WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" OlC, tx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12"O/C AND APPROVAL SECURED W/(2) 12d's PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS G SCALE: N.T.S. W/ HIP RETURN SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) (@ 24" O,C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's EACH TRUSS TO BE INSTALLED @ 19-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA 0: 0003326 y 2 W • LL aUBDIV as LOT ABBOTT PARK LOT #12 BLK #15 PiiOJECT# 04181.000-12151 MOaEr1 4EAB "1672-ARIA" GARAGE 9rar7G: RIGHT PAGE: DETAILS 160 MPH EXP. C qp J I q x�L ROOF WIND DESIGN PRESSURES NET ( ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (T7.16) 'A"= 4!-W END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O,C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS ® 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 112" 0.120" 170,000 c' RINGS SCREW SHANK ER INCH) R I 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O,C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116"ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES • 2 Z O • z w (D ILL Z z Q U J U) O O le QQ Z 2 - U N Y z W [Y Z$ Ue TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAF11cER ORTRASS IL11 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS - 6" O.C, IN FIELD ATTACHME0 FOR ROOF SH H (O.S.B. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B+jN FIELD J1 TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TOASTM C33. MAXIMUMAGGREGATE SIZE SWILL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL,ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AR 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 ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERE0314'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 6th EDITION 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, ACI ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON-GROUND WHERE INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL L MEMBERS 011, COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AI3C SPECIFICATIONS DRAWINGS SEAM LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES A ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOTI. WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBGR 2017, 61N 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 STRUCTURALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, 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 E SHALL IG FOR STRESS -GRADE LUMBER ITS FASTENINGS' THE NFPA. TRUSS FEIGNS SH L SIGN AND D AL 8E SIGNEDAND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. E 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 Ae15 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARD AND SPECIFICATIONS. 3 DESIGN, FABRICATE, AND ERECT WOOD TRUSSES "DESIGN ACCORDANCE WITH TW, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL D A TCANATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIAMCA SCSI i" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 8 X BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non- oa rent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" WOOD TRUSSES. 10 PM -rron BTM CHORDIlLirrsnl #.5 BAR - #7 BAR - TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 30' %38' CORNER BARS, BOND BEAM ONLY, LAPPEDD A AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.11982. 16 p TOP CHORD 20 psf TOP CHORD (7 psff ASPHALT SHINGLES) Pat w/ GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTCHORD 5 M 5 P psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD 70 RESIST WINO UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL RE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WINO: DEAD LOAD SPEED=1R2017) MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (BBC EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMITED ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE:: HABITABLE ATTICS AND ATTICS SERVED WITH FC STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL SEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE GUARD IN-FILLOM:4 COMPONENTS: AND DECKS: 40p GUARDS AND HANDRAILS: NTS: PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL R ROM GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: AGE N SCE, PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40E�HIfCLE MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS. DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE 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 THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. ANCE I MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE PLY = 1500 PSI. BLOCK SHALL BE PLACED OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR WILL . S DRAWINGS SUBMITTED WITHOUT REVIEW WILL 8E RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) APE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psi, FOOTING TYPE "M" OR "S" MORTAR SHALL U USED EXCLUSIVELY ON THIS PROJECT. MORTAR SMALL BE PROPORTIONED AND MIXED OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB-GRADEYSHALL BE COMPACTED A DRY DENSITY OF AT LEAST THE O SHALL BE 35" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO A 7. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL MAXIMUM CELLS 70 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. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEGTECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 48 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 36 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS. AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTORSHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO OTHER BOLTS SMALL BE ASTM BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP $HALL NOT EXCEED 5".1- PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCEE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COLDLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE T IESTAMPED WHEN CONCRETE IS BATCHED. THE L41X8M161 TIME ALLOWED FROM WHEN WATER IS ADDED TO THE PAX UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. RE(XNRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOW$'. A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER I. 12MI6 AND SMALLER 2' FOR NS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1.1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SITE TYPE E.- REM - APPLICATON SO:E TYPE SPAC1W REMARKS 1. IT FURRlw 10 11. 90MiY l CONC. -HARDENED COIL W11L 11/S LOw. B dC GARAGE DOOR DUCK TOEV30NRY1CONC. 110"ON. -WASHER TAPCON MASOW3Y FASTENER 0" I11Y•EMBED., '"Ell ET., REDAE DIET. SGO, AL.EXT. OOOR9 1.PT, SEE NOTED CASE H-ENED COIL NAIL I IIY LONG. PO'C 9TAGOERED WNDOWNOOPoFASTENEO IMO MA9 11CONC. -GE DOOR BUCK TO MA90NRYlIXXJC. -HER ANSKIN BOLT 2F"OIC L"EMBEDA-DIET, 3-EDGE DIET. WNoow SUCK CASE HARDENEDCOIL S'OC WINpOW1000R1FASTENED METAL -TO CONTACT THIS ENGINEER FOR SPACING =PT, SEENOTEa NAIL 11 -ONG, STAGGERED INTD MASONRY1LONC. MASONRYIWIIO. REQUIREMENTS EXT. SW AG DOOfi BUCKL PT SEE wTEO rat Y1E'DLA. wWA9 TAPCON' FABTNER 18"O,L I - EMBED, O"Ew. 019T., I- EDGE piBT. NIXi--WOOD WAIL TO CONC. BLAB 1?• E.-aF PEMBEO. YEw WI WASHER BOLT "O'C OIST., 3" EDGE OIST. INDOWBUCK 0.1aB•PAF 91oBW •0Ire" a"Q'C 4"ENO.-T., 110 PT EEL WL., BEE wl WASHER STAGGERED EDGE..T. NOTE 0 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 h � � m w A4 h T � ypQQ1 �yqQ�$ 9 svnDly. se I+OT ABBOTT PARK LOT #12 BLK #15 PROJECT 04181.00t-12151 MODEL' 4EAB "1672-ARIA" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C L \ AWNO 93M A SCALE: 1/4• =& 1•-0 s9HEET S N-1 �� ZAP �