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HomeMy WebLinkAbout7688 Sail Clover Ln9910'_"72-4EAB-AR_1A �NORK SHAt-I- CO ®PNG CTH ®DE,HEVwl�. ty A"L L0,10ABUIL CODE°k1c CODE, NATICJN AL CITY ©P ZEPHYRE►IL►.S AND TH ORDINANCES 44H 0M ES ,DATE VIE®,- ZIE t 1 - 12602 TELECOM C>RIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FWWA H M= COD$, p=DM I. V. ASV. ABOVE lALAVATORY DATE DESCRIPTION j 7TH OR= (200) TW • M RATE IWY YMW Mw -ALL AC ADJ. AM AIRCONDITIONINGMUM. ADJUSTABLE ALTERNATE M.C. MPR. LUMINOUS MANUFAC CABRJEI' MINIMUM 'ILJRER StAV" CD*MOED ARCHITECTURAL SHEET DESCRIPTION � Z�1 F� UPDATE ..// DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESIDENTIAL, GROUP R3 :OCCUPANCY TYPE - -KIN. INTERIOR FINISH - CLASS B AMP. BD CL a: AMPERAGE BOARD CENTER LINE °ELM MM. MT, MTD NTS MINIMUM METAL THRESHOLD MOUNTED NOT OSCALE PG Cl-COVER SHEET PG GN- GENERAL NOTES OV" CD'S IM-Me ED O1"N" FO°T ' ON PER n 5 m2n2A9 PLAN MANIENANCE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 'BASIC RIND SPEED - Vult=160 YPH Vesd=124 MPH :EXPOSURE -EXPOSURE - C RESIDENCE - -2-STORY RESIDENCE - 1W. HEIGHT AS PER LOCAL AND STATE CODES CLR. CONC. CPT. C.T. D. DBL D.G. DIA, CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER O.0 PL P.B. PEL P11 PLYWD. PR. P.T. ON CENTER PROPERTYLJNE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURETRFATED PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN o3nal9 REVISED LINTEL SIZE At FRONT ENTRY DOOR C641M ADDED LED LK+HTS a KITCHEN 4 BATHROOMS PER MARK BOLLES CMA9 ADDED STONE OPTION ELEVATIONS'C' 4 D' W%A9 ADDED OPT. V-O' CEILING HE&ff DI RDIS DP, D D.S.S DTL L. OSA DEEP DOOR DETAIL IIf DETAIL R RAD. R.A G. REF' RM. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH PG Ml -MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS 0I040 REPLACE UW CONNECTORs WITH GIMPWN C0+RCTORS STATE OF FLORIDA SQ,", CAW,'S 04A3n0 OPT. S'-& CLG. WiT. ELEVATION'C- R'EV VIED HEIGHT OF ARCMWY pV01nI even] 2020 FDC UPDATE o3mnl ADDEDSCfFITDETAILS PROFESSIONAL ARCHITECT: SC S.C. SOKEDEECTOR D.W. EACH EA. EACH S.D. SMOKE DETECTOR PG D3-PRODUCT APPROVAL esronl ADDED2m'FOOTEROPTK7N ROLAND A. ABOUCHACRA AR No. 93723 LIVINGGAPA I432 S6LFT. GARAGE 4g2 PJQ. FT ENTRY SG!. FT. ELL EQ, EXH. EXT, ELEVATION EQUAL EXHAUST EXTERIOR S.N SHT. SHW SIm. SINGLE HUNG SHEEP SHEATHING SHOWER PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS LANAI S(,I, FT. F.G/FX. FA. FIXED GLASS FUEL GAS SIM. SL. SIMILAR SLIDING PG WA3-WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. TOTAL 2238 8GL FT. FIN. FLR FINISH FLOOR SL.GL STD. SLIDING GLASS STANDARD PG WA4-WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FLUOR. FI DR. PTO. GA. GAR. IXSP. FLDDRESCLWr FRENCHDOOR GAUGE GAUGE GARBAGE DISPOSAL. SWS TEMP. T.O.C. T.O. SHEAR WALL TEMPER THICK DG[ASS THICK TOP OF CURB PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G F I GL. GROUND-T INTERRUFp EURLT CIRCUIT GLASS 0 P. T.O.S. TYR TOP OF PLATE TOP OF SLAB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSEBM OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF DRAWING / CONTRACT DOCUMENT RDR. HEADER W. WAS PG Sl AA -DETAILS REVIEW BY BUILDER IHNSUL. tt INSULATION WD WOOD PG 51.2-DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN INT. INTERIOR WW W.I. WINW WATER DO HEATER WROUGHT IRON PG S DETAILS PG S2-LJ-LIFT BEAM PLAN AND NOTES nor PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3-FRAMING PLAN BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1A-DETAILS INFORMATION) TO CLARIFICATION. THE"ITECT OR ENGINEER FOR PG S3.113-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'9 IN WRITTEN/DRAWN FORMS IN A TIMELY PG SN1-DETAILS PG SD1-SOFFIT DETAILS MANNER. AB DESIGN GROUP TAXES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AA N: 0003325 Bill at lv & LAT: ABBOTT PARK LOT# 4 BLK. 13 PnROJWT#T 04181.000-04 31 xoaa:. 4EAB "1672- ARIA" GAP-40Z 90WHF0 RIGHT PADS: COVER SHEET 160 MPH EXP. C lb GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPUANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONSAND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (202D) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 202D 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 AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 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. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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 198 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 V 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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %%NCH GYPSUM BOARD OR EQUIVALENT. Q1t wow( 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE 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 D1557-2012E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-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" TWER 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 NAIUNG 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 ROOFANALUFLOORSHEATHING FASTENER SCHEDULE ONSHEET SN1. 8. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MINIMUM AREA SHALL BE8FT .SQ. PLISIBYIii 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'/4" PVC (SCHEDULE 40), INSULATED WITH %'AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 25 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, IR' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C106319a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-19aAND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILING 1. EXTERIOR CEILING TO BE 10GOLD 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 AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFFfS 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) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) u 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.eom AA #: 0003325 2 Cqi 0 � o a HI SLTaDIV. 89 LOT•. ABBOTT PARK LOT# 4 BLK. 13 PllOJECT111 04181.000- 4 31 MODEL: 4EAB "1672-ARIA" OAP403C S1rsrrO: RIGHT PACE: GENERAL NOTES 160 MPH EXP. C 23 DA 09/21/21 SCALE: 1/4"=V-0" SHEET GN I III oo n olNNl�llo�� o'IN�NNNNBNNNNBNo o'I�N��Nllo � o r I'I r. - - r r - io INNNBI i�oApNl:o r r I- s : r - - a .d r ® r r r 0 �. r ® r ZWN SOLLARD T ' et: p O r r 1r .. \ WRY r - - r - - o':INNIo oiNllo oIINIo��,o1NNpBN110 IoINNIfo oIN'� INNNNN�NB�N�I fli9�i5/�7.6�1. SQ.FT. CAM'S LIVING 1612 Sa FT. GARAGE 432 Sa FT. ENTRY 36 Sa FT. LANAI 96 Sa FT. TOTAL 2236 ea FT. COMOIBII AN) CLAODNDNIO LOAOB BANG MD EIFoN1E PoR WI N°CGID OINTB gem BOWIE DDIE N01lHIMDNWb IBWNS AIDTLIE FOOTAOT? MIN. WINDOW to 5 I 34/-45 CRITERIA EXTERIOR SWUNG I8 5 33/-43 DR. MIN. CRITERIA SjSD. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. la 5 282/-3L5 12'xl2' SOFFIT I 5 313/-4%S BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-B" PRESSURES HAVE BEEN MODIFIED PER FBCR 7I'H ED, (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONIM DATE VOW C r + DESL. TOP PLATE 0 ABAR DETAIL ALE, I/2'•i'-0' FLOOR PLAN HDR. DTL. UB E, 1/2 . P-O' NOTE: HEADER FINISH TO ESE PER COMMUNITY STANDARDS SCALE, 114' • 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICI` OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdesQpigroup.eom AA #: 0003325 h W � C 0 ounDIv. Ae LOT: ABBOTT PARK LOT# 4 BLK. 13 PLROJII cTIII 04181.00 —041 1 MODEIL4 4EAB "1672— ARIA" GAIKAOZ 8WDM: RIGHT PAGZ: FLOOR PLAN 160 MPH EXP. C SEP 3 211' ROLMD A AR NO 937Y3 41 DEUNT AT : 09/21/21 BCAIL.E: 1/4"=1'-O" offz= Al 4' PRE BAND (Tl 6171 BOARD (Tl SHINGLE .+/•19'-0' BLDG. WT. FYPON LVI2X24 OR ECAJIVALENI SHAKE BIDING AS 8MCIFIED (TYPJ 6' RAISED BAND (TYP.) BKTlIXIl � OR EOUIVALENT u FRONT ELEVATION SCALE, 1/4 • V-V TEXTURED FN16W OFF RIDGE VENT OFF RIDGE VENT SREA.OFATOC u FRONT ELEVATION SCALE, 1/4 • V-V TEXTURED FN16W OFF RIDGE VENT OFF RIDGE VENT SREA.OFATOC = 2235 SIX Fr. NET FREEVENOLATION AREA REQU RED = 1/3m REQUIREDVEITIIATION AREA = 2235/300 = 7.45 VENTILATION AREA XSQ INCHES PER Fr.(144) 10/2.8 S0•IN, MIN. RIQURED VENTILATION = .5X ]IV7.a IN UPPER PORTION OF ATTIC 536.4 SQ. IN. OFF RIOCEVENDLATION AREA n55O, IN. 536.4 /135 TOTAIOF VENTS REQURm = 4,666435 TOTASOF VENTS PROVIDED 5 'AREA OF AT TIC IS TEE PERIMITER OF THE HOUSE, LE55 THE OV EE W 1 (DrTEMCROF WALLTOD(1ERIOROF WAIL. NO OVMKANCS INCLUD a'-0' BRG. HGTs_ 00'-0a OFF RIDGE T \�7 6 WIFE FEN REAR ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH 1� I I I I I I 0' BrzG. HGT _ _ _ _ _ _ _ — - a'-0' BF3a. HGT. lip ® I I I-- '-O'FIN. FLR I I _-_-_-___-_-_-_-_-_-_-_-___ 0'-O'FIN. FLR A DEC0.1- DETAIL LEFT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FNISH II OFF RIDGE VENT OFF RIDGE VENT a'-0• B�' - - - - - - - 0,-I II II 0'-0' FIN. FLRIO --— - — - — - — - — - — - — - — - — - — - — - — - — - — - 40 RIGHT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FNISH 14GT. 0'-0' FIN. FLR. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 sit g� OHill 0 H W 0 >QUNDIV. & TA . ABBOTT PARK LOT# 4 BLK. 13 PROJECT/I 04 81.000-04131 KODEL: 4EAB "1672- ARIA" GARAGE 8VnNo: RIGHT PACE: ELEVATION I'D" 160 MPH EXP. C u L2 323'' A- ABOUCHACRA NO �i"M DRDIT MOON A 09/21/21 SICALE: 1/4'=1'-0" SHEET A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e DSV OUTLET m AI•P SNCLE POLE We caner UOv OUTLET w OF OUN,ET WNW TO SUTON �do$ IOV OUTLET EOUFW WWILKD PA NTMMN" R (T/1!!R RESISTANT TYPE) 220V OUTLET (4) WR! CO ACIION ws dPI EXrRO . UTATERPOF CUTLET CROUN2 PAILT NfEIKRIitR gIITCM SWITC 4 3-WAY OPER 64 SIRTCN 4-1114T O°7iR WALL MMNW �f LISMT CEILING LIGHT © LED CLO LOW LED VAPOR © VP DROOP LOW @ vp VAPOR PROOF LNM @ RWMID CAR VISIT PAN I CPI PER w PT. VIM%. FAN IITLtlNr I CM PER! NIB. R. RXNM (IPRU TED ET F t-E Ls WRAP ® (IEL ) a R:NID ENT �IURAP (SURFACE MNTJ 4' PLUOFSSCNW pp pp W—�� II 4' TRACK Low O RA EL lift METER OS.D. SMOKE DeINCTOR w WALL MOUM= OWLAAG&APM 1 I M'I= OET/CTOR w-malam CAROM Oaa a�TOR Hisom WPBP .D►ECTW ® B/%O C. SMALL W A DIELANCE OF NOT LESS TWIN 4' MOM UALL FIMAR LOO NAIIRAL OY ► MEPINONE JACK WATER MYTIR lumb E AAIjVAj em DECOIECT 121SCAIR CONDUIONNo ON►ECT WE AMU ON I-O ,.LNN10N JACK CE LRtl EO% or O TO m OPPORND N ACOOIOAIC! IV BOX J-EON MARKED AS SUCH FOR CMILM PDX All CEILNS PANLISW TD RE SPPORIED IN AOCORJANCE IF EDX M4I0CM AS SUCH FOR "• Rc""Dp`11INT N� LINK SrIKP nnnnnn SS• IICRJp4CID/l LIOMT.TRK► ADDnn(1nD 4'SICAlDECENT LOUR STRIP FLOOD LUM an mcmrY wYPAD • P". REIN -BUTTON FAR CNM*9 USE PVW • LOCATION OF TV JACKS A PMOrc OUTLETS A PANS TO RE VLVIED • NOMEORIEIR PRE-COETRUCTION MEETING. • ALL R A 20 AMP RRANCN CIRCUITS TO EE ARC FAULT PROMOTED rm ELECTRICAL F ROVINONS OF PHPCIR TTM [DITbN ft"2") t NEC tl"l) 4"M EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT.. • CPI • ISLAND (NOT ON ICTCMEN CIRCUIT) • DRNw/FRR DISCONNECT TO RE LOCKOUT N PAEL • BATNRCCM OdAJBT PAN TO WAVE MN. CAPACITY OF 00 GPM INTERMITTENT PER ELECTRICAL PROVOO S OF SECTION moo" PICA! TTN lDMIQA ('ia>t"1 • LAUNDRY ROOM AND DENwlFQ RECEPTACLE SMALL eE GROUND FA"lac MT-nrElaaNnlNe PROTECTION Fat PERSCNEL ON POSO M •RINGME WTNOD SHNONMETALLIC BE NMETALLIC CABLE PER ELECTRICAL PROVISIONS OF MICR TTM ED (22M • ALL WOW TO COMPLY UITM ELECTRICAL PROVISIONS OF M PEu TTY NTD MEQ"). . A I enRr N I nnD El' n rNAR AND wFICMNCY) 207". T1h EDITUD R404J ELECTRICAL PLAN WALE: V4' ° I'-m' OPT. COACH 1-4047 METER FIELD VERIFY I=. jI,•3. I,•3. \t I I I L I LED LIGHTING @ SINGLE LAV. OATH P2 150 AMP ELECTRICAL RISER NOT TO SCA.E. GENERAL NOTE!• A ELECTINCLL MATERIALS AND INSTALLATIONS !MALL Cd PLY WTFI ELECTRICAL PROVISIONS OF THE PICR TTM eDITIaN trot"I LOCAL CODES. AND ALL LOCAL POUER COMPANY IEC)INO•ENTS. B. ALL C NM=OIM SMALL BE TYPE TFINRNIN ULESS NOTED OT EPOnL I PONRRCO•IPANYI PROVIDE 00 AMP, 20124E VOLT, 1 PHASE SECO PARK ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER CCU) N -VP' DIA ECMEDLLE BE PVC CONDUIT OR PROVIDE 3 IRI/0 ALLSIPIUM CAL) IN 2" DIA SCANEDULE 80 PVC CONDUIT UNLESS SERVICE N PROVIDED BY M ELECTRIC COMPANY. COORDINATE UJTM M ELECTRIC COMPANY PRIOR TO BID. I I � I I I I e I I � I i I LED LIGHTING @ DOUBLE LAV. CSATH M PROVIDE "M CIL TWIN • PE oU IN2' CONDUIT OR 3 4/0 AL. TNW • PE CU IN2- CONDUIT OR 2/0 AL SEA (CONDUIT TO TERMINATE ABOVE 60PPIT s OYSP04ANOU COMBINATION SERVICE E10 AFP CHOC40N WT"ITCH AND DOA40 vDLT M ELECTRIC FRIER IN 1 4OBE NEMA 3R EIN NCLOEE PANEL ® u ENTRdLr"AiCNE SSRVICI -m I T618VISIO1 TH IC! IRWrk BRRANCE lOYPMER EOUITRENT wmRSYSrIM BONDING TERMINAL AT LC l VCLTACE CCW ECTIOM 1 V CU SERVICE OIRCIND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OP M PECR TTIN EDITION rtmeJ SM" DIA X S PT LONG COPPER el AD GROUND ROD 1441 Ni RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 Y abde11gngroup.wm AA 5: 0003325 w h 7y P.• o1191 S fA Umly.BBOTT PARK LOT# 4 BLK. 13 P1tOJECT# 04181.00 -04131 IWODM, 4EAB 1672- ARIA" CAP-402 BWDfG: RIGHT PACE: ELECTRICAL PLAN 160 MPH EXP. C 3 ROLAW A. A OUCHACPA D ltncr 09/21/21 SCALE: 1/4"=1•-0'• SFIEET E1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FMC 1T14 EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES &HALL NOT BE LOCATED CLOSER THAN W FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES &HALL BE MECHANICALLY VENTED N ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. a. ALL EXHAUSTED BATH ROO'1&, &HALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SWALL HAVE AN APPROVED FIRE OR FIREAMOKE 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 POO 1TH EDITION (2020) 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 POP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE• SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN • LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL AL WVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)•3/16'X2' TAPC," UNIT SIB W5 ROLL STRAP EMPSQOUN AL CEILING O O EXTERIOR WALL PLENUM y AIR RETURN 4 COJC�TE �� SECURE STRAP TO UNIT W/ (2) 13XI 1/4' BHT. MRL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 5/4' PVC CONDENSATE DRAIN LINE NOTE, MAIN COND. DRAIN 3/4' 0IA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB q REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE N AN APROVED DRAIN, AS PER FDCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERBUW BRONZE FL. PL. I--,— OR WALL CO. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTUSPEC FLOOR SLAB CLEAN -OUT (T FIN. GRAPE OR PAVING SEE SPEC. 1'-&'X&' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED �EXT. GROUND CLEAN -OUT (TYY MECHANICAL PLAN SCALE: 1/4 • 1'-0' NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. ■ gLII 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6079 FAX:407-7744078 www.abde igngroup.com AA #: 0003325 at ! B a a o sunDiv. ae LOT: ABBOTT PARK LOT# 4 BLK. 13 PROJECT# 41 1.000-04 31 MODzu 4EAB "1672-ARIA" OARAOa 9WtXG: RIGHT PAGE: MECHANICAL PLAN %160 MPH EXP. C DA � 09/21/21 scALE: 1/4"=1'-0" srx>zr M1 2X4 TOP PLATE PLAN PRE -FAD TRUSS In' CM BOARD 1/2' DRYWALL —­d TOr SECURE SIT. STUI PLATE TO SLAB 10d MASOO.C. W/ NRY NAIL ♦ 32' D:C. MAX\ I t/ FK FLR TIONS SUPPORTING HUNG PLUMBING ?JES AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2xb, WHERE ED NOT MORE 24' O.C. l TYP. INT. WALL NON—BRG. pl SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL DRIP EDGE J/ 2x FASCIA PER 1 -0 ELEVATIONS P. ON. VENTED SOFFIT I I I I IR' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9/8' GYPSUM Bf OR 1/2' HIGH STRENGTH CLG. BOARD 3 S/S'OR9 1/2' DRYWALLIMSE 3/8, TOP CHANNEL l25 GA) In'DRYWALL 3 5/8' OR 5 3/6' METAL 24' O.G. 20 GA METAL TINSTALLED N W RECEIVIN6r UPPER/ LOWER 3 9/8' OR 9 CABINETS AND TUB/SHOWER 25 3/6' BOTTOM GA. METAL TO BE INSTALLED CHANNELl25 N ALL OTHER WALLS. STUDS GAJ SECURED filWOOD TO BE SPACED 16' OC. AT 2ND TO C0NC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAF 4 TO WALLS W/ TILE FINISH FLOOR SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS ♦ 24' O.C. B' Cm IQ' GYP. WL. BD: WOOD BASE — 0'-0' FIN. FLR_ — a . a a.- n W/ WINDOW OPENING n WOOD W/ V4' WOOD SCREW `FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IQ' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.1.3 AND 16095.I. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (5)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 ALE, 3/4'-1'-& UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FEICR 2020 "ITH EDITION IS 84 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. M 1'CI� vY LK 2 GAS LINE THRU BLACK xr•.r•r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCIR 905.IJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/1' THICK, 2 COAT—J/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLR S' CMU itO.i�i. FlCDII6f _ - __ wlv.. fey o7m DOOR �FFIaDVAL 1E6 lay m . rp/1CK D'/ CTtM PA r& 4LOR TjtA=3D TO E IVMCx M*pQ7♦ m T AFFOWALIgVK RTO. s GARAGE DOOR JAMBS pl SCALE: 11/2'.1'-0' FIBERGLASS SHINGLES 2x4 SPF 24' OJ:. MAX WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER FBCR 9051I. • EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAIL SHEET SNI. SECURED PER \ FASTENER SCHEDULE STIF=BACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE FIRE .ENG WD, T�Sg e' 2x FASCIA PER AX. ELEVATIONS PER ELEVATION //// VENTED SOFFIT COAT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNLSECURE PER PER ELEVATION FASTENER SCHEDULE 51' GYPBU'1 BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL Ix2 P.T. RJRRNG STRIPS • 24' O.C. 1/2' GYP. ILL. BID , cm WOOD BASE 77 0'-0' FIN. FLR a .. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-16 IN ACCORDANCE WITH PBCR 2020 a a "ITH EDITION, SECTION R301.1.3 AND 1609S.1. W/ NTINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE- TO INSTALLATTION OFFRO1—STORY GABLE BLOCK WALL METHOD ESE USED FOR THE OF D1 SCALE, W4•.1'-®' UNDERLAYMENT IN ACCORDANCE WITH F5CR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 04869 TYPE III E OR TYPE IV UNDERLAYMENT. `d F7i 1441 N. RONALD REAGAN B-D. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abd"Igngmup.wm AA C 0003325 d V x p ib O aX EFUDDIN. Ae L/OT ABBOTT PARK LOT# 4 BLK. 13 1PX0J=T# 04181.000-04131 MODRU 4EAB "1672— ARIA" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C Zug ROL W A AWUa4AMA � AR NO Y3M J DRwT .4 AjL.. 09/21/21 SCALE: 1/4"=1'-0" 8*IEET D1 Im 2X6 P.T. • CENTER OP DOOR FADER SECURED W (V 14' X V J-DOLT W 4' MN EMBEDMENT UV 2' X 2' X Vs' WASHER 4 NIT OR W (2) 1,2' X V ANCHOR DOLTS W 7' X 2' X VV W48MER 4 NUT B SECURE 2x4 TO BL1K W ® 1/4' TAPCONS 613 I UN 9'BED, 8. OC, 4' END DIST, 1 V7' EDGE DIST. ® Bice& 2X6 G4RA6E DOOR DUCK BENCHED BOLT OR ANCHORWLS)VW4VN EMBEDMENT, W 2' 111) X 2' X VV WASWE4R 4 NIT. (I) WTMM V OF TOP, (V WTHN V OF THE 87M, ® (3) EVERY SPACED. ® lio E NOTES' ALL ANC.NORD SMALL BE N ACCORDANCE TO MANFAOTIJIEER'S INSTALLATION NSTRIICTION6 U4EN AUCI4 INSTRHGTIeM AR! MO!! ATOWMENT GARAGE DOOR t BUCK ATTACHMENT 4c4L6 Ia'.Ti' V cm I/2' DRYWALL Ix4 P.T.R OD/4'X4' MN SECURE THRIJ FRAME 4 ❑ I'X4' EMEND 1.1/4, INTO P.T. NAILER BLACK W 3/16' TAFT42M DOOR CASING MN SHANK SIZE .145 MN MEAD SIZE -%W MN EMBEDMENT 1.1/4' WITHIN 8. OF EACH END DOOR JAMS OR WINDOW 4 10' CC. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. 8141M b NEEDED TO PLIM15 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" g wINDOw TO BIACK +3/4" OR +5/4" 2X4, 131 60CUE TO BOCK W 3/16' TAPCONS (MN BHANK SIZE J46 MN HEAD 61ZE 300 MN EMBEDMENT 1 1/49 WITHIN V OP EACH END 4 W O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2) TAPCONS MN 6MANK SIZE .146 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') s, CMJ WITHIN V OF EAC4 END 4 IV OC. MAX SPACING. In' DRYWALL 2x& ® ❑ PX4' SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCOND Ir DOOR CAS (MN ONANK SIZE .I49 MN. HEAD SIZE 300 MN. EMBEDMENT 1 V4') WITHIN V OP EACH END 4 W OC. MAX DOM JAMS OR WINDOW 6PAr-W' ATTACH TO 2X PER MANFACTUED DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" /1wINDOw TO O BLOCK +1 1/2" 2X4, = SECURE TO BLOCK W 3/16' TAPGONS (MIN SHANK SIZE US MN HEAD SIZE JIM MN EM ISEDMCNT 1 1/49 WTHN V OF EACH 40 IV O.C. MAX SPADING. 2)(6, CM SECURE TO BLOCK WK2) 3A6' TAPCON6 (MN SHANK SIZE .145 MN HEAD On 300 MN EMBEDMENT 1 1/4') WIT14N 6. OF EACH END 6' CMU 4 Is, OC. MAX BPACINsx 112' DRYWALL 2X& SECURE TO BOCK WN2) 3/16' TAPCONS P.T. NAILER (MN SHANK SIZE 3416 VI6' Obb. X 4' MN MN MEAD SIZE 300 MN EMBEDMENT 1 1,14') DOOR CASING WITHIN V CF EACH END 4 Is' O.C. MAX 6PACING. DOOR JAMB OR WIDOW ATTACH TO 2X PER MANFACTURIS DETAILS. NOTE, 6MIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/18" �DOw TO BACK +1 15/18" 2Xh SECURE TO BOCK W/ 3A6' TAPCONB MN SHANK bin .1418 MN HEAD SIZE 300 MN EMBEDMENT I V4.1 WITHIN V OF EACH CND 4 IV O4, MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECRC TO BOCK TWROUGW NON-STRUCTURAL IUK2) 3/16' TAFY.ON6 W*' TAPCON MN 1-1/4' (MN SHANK 612E J4S CMBEDFQIT INTO BLOCK. MN HEAD SI?g 300 MIN. EMBEDMENT 1 V4') WITHIN V OF EACH END V CM 4 W OC. MAX BPACNG. DRYWALL 7X& cmV7' Q 6EQRC TO BOCK YX4' WK2) 3/16• TAPCC,IS P.T. NAILER MN SHANK SIZE J46 DOOR CASING MN MEAD SIZE 300 MN EMBEDMENT 1 V4') WTHN V OF EACH END A IV OC. MAX SPACING. DOOR JAMB OR WlNIX)W ATTACH TO 2X PER MANFACTUIES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT lXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" r1wINDOw TO BACK +2 1/4" u 2X4, ® 2X4, Oill SECURE TO BOCK SECURE TO BOCK W/ WfWI6' TAPCONS (HIM. 1/4' TAPCONS (MN SHANK SIZE .145 MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 LEAD SIZE 300 MN EMBEDMENT 1 V4') MN CBEDMENT 1 1141) WITHIN 8' OF EACH WITHN VOP EACH END 4 18' OC. MAX END 4 W DO. MAX SPACING. SPACING. 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK WK2) 3AV TAPCOJE WK2) V4' TAPCON6 (MN MN SHANK SIZE J45 SHRANK SIZE .1415 MN MN HEAD SIZE 300 HEAD SIZE 300 MN MN EMBEDMENT 1 114') EMBEDMENT 1 1,149 WITHIN V OF EACH END 4 IV OC. MAX SPACING. V cm WITHIN V OF EACH END 4 W OC. MAX SPACW. S, G'Al ❑ V2' DRYWALL In' DRYWALL SECrAm RE SECURE TO BOCK I.— TO BLOCK P.T. WK2) S/I6' TAPC.ON6 P.T. NAILER UK2)SECURE WK1)1/4' TAPCOM6 P.T. NAILER MN SHANK SIZE J49 DOOR CADSp MN EFWSK SIZE J45 MN HEAD SIZE 300 MN HEAD SIZE 300 VW' OBE. X 4' MN MN EMBEDMENT 1 1,14') MN EMBEDMENT 1 I/4•) WITHIN W OP EACH END WITHIN V OF EACH END DOOR CASING 4 IV OC. MAX 4 W O.C. MAX SPACINS. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR ATTACH TO 2X PER ATTACH TO 2X PER MANFACTBES DETAILS. MANIFAC'AlIQ6 DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" i nlvnnw T'n pTncTc +a" 2X4, SECURE TO BLOCK W 3/16' TAPCONB (MN SHANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 1 1/49 WITHIN V OP EACH END t Is' OC. MAX 6PAGMG. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOM THROUGH NON-6TRUJCTURAL UW2) 3/16' TMCONS 3A6' TAPCON MN 1-1/4' MN SWANK SIZE .145 E MOMENT INTO BLOCK MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 V OF EACH END 8. cmWIT14N 4 16' OC. MAX SPACING. VI' DRYWALL 2X& CM I*YA GECIFE TO BOCK P.T. NAILER UV(2) 3/16' TAPCON6 DOOR CbM MN 614ANK SIZE J45 MN HEAD SIZE 300 MN. EMBEDMENT I V4'1 WTHN 8' OP EACH END 410, Of MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') ZND 2x SECURE TO STRUCTURAL MEMBER WK2Xid WITHIN 8' oP EACH CND 4 6' TO V OC. MAX DOOR JAMB OR WINDOW ATTACH TO ZX PER MANIVACTlRE6 DETAILS, DOOR JAMB TO BLOCK +3" P T�w 'rn IElnnlr +s'rn pinnr +s" NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/18" wINDOw TO BLACK +9 7/!8" 2X4, SECURE TO BLOCK W 1/4' TAPCON6 MN SHANK SIZE J4D MN MEAD SIZE 3M MN EMBEDMENT 1 1/4-) WITHIN V OF EACH END 4 W OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6 ® ON OUTSIDE 4 SEGUED SECURE TO BOCK THROUMM NON-STRUCTURAL WK2) V4' TAFr," MN 3AV TAPCCN MN 1-1/4- EMBEDMENT INTO BOCK 8H4MIG SIZE J46 MN HEAD SIZE 3M MN EMBEDMENT 1 1/4') WITHIN V OF EACH END S, Q1 4 IS' O.C. MAX 6PACNG. 1/7' DRYWALL 2X61 ® ❑ I'X4' OZCUUE TO BOCK P.T. NAILER W(2) V4' TAPCON6 1' P.T. X 4' MN MN 6NANK SIZE 146 MN HEAD SIZE 3M MN EMBEOMENT 1 1/4') DOOR CAOM0 WITHIN 8. OP EACH END 4 IV OC. MAX SPAGRNG DOOR JAMB OR UINDGW ATTACH TO 2X PER MANPAGTRE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" r1WINDOW TO BLOCK 1,E +3 3/4" 1 N. RONALD REAQAN BLVD. LONQWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigngmup.wm AA #: 0003325 t i r p O BUDDIV. as MAT ABBOTT PARK LOT# 4 BLK. 13 PLlGJB:CT/1 4181.000-04131 MODa1L: 4EAB "1672- ARIA" GARAGE 8WD90: RIGHT PAGE: DETAILS 160 MPH EXP. PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.24 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 138724 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 32/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/3V2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 31.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 3,1 EAGLE PRODUCTS ROOFING ROOFTILES 2020 FBCR 12/31/2023 2,1 P PLY GEM PANELWALLS SOFFIT 2020 FBCR 12/31/2023 3.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 19.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 44.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 20I0 FBCR 8/28/2022 1S332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WI NDOWS&DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIOEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS SA" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 1Z/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING Single Rte EXT. DOOR 2020 FBCR 12/31/Z021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING- RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 131922 JAMES HARDIE BOARD PLANK 2020 FBCR 22/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 22/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2Y VINYL SOFFIT SOFFIT 2020 FBCR 12131/2023 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 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 Il N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407-774-4078 www,abdealgngroup.com AA #: 0003325 k O IA UDDIV.BBOTT PARK LOT# 4 BLK. 13 ROJECT# 04 8 .000-041 1 MODEL 4EAB "1672-ARIA" OARAOE OWDCG: RIGHT PACE: PRODUCT APPROVAL LISTING %160 MPH EXP. Cjj DATTE.. 09/21/21 mcALE: 1/4"=1'-0" 8HEET D3 INSTALL PASTDlRS (CLIPS. NOTE, STRAPS STAPLES) AS APPROVED BUILDING WRAP SHALL BE LAPPED A MNM2••I OF REQUIRED TO SECURE PIPE/ WR! TO PRAMNS S' - VEITICAL LAPS (ROLL UM LAYER a4 ENDS) a •' • HORIZONTAL LAPS. ALL SEN'B NEED TO BE TAPED LATH VERTICAL LAP TO BE I' 67UCCA YRAP WTH PORTIBER SHEATNNG TAPE WRB LATER 4. IORMA / SU4.DNS PAF'!R PIlaPOla'E!D CLNTROL JOINT i -- �" I' THICK ! COAT CEMENT \ METAL LATH • FLANGE OF CONTROL JOINTS T / PLASTER Ske' SELP•ADWWtNG MEMBRANE! BE UMRM TIED TO LATH • S' \ WM LAYER 4, FORTFIBlR / \ PLAS14M OVER 4k4' BELF•ADHERNG MEMBRANE O.C. MAX (VERTA NOTE, DO BUILDNG PAPER FLASHa•IG OVER APPROVED NOT FASTEN CONTROL JOINT TO WALL !N!1.1 P STUD EXISTS / r — L • neru La- \ Hills! ~.. 1441 N. RONALD REAGAN BLVD. PLA6111HiS TO orT.ao ONTO PIP!FIL LONGWOOD, 750 BEYOND EXCEPT STAPLES UV V LEG MAY M USED TO TEMP APPROVED METAL LATH FASTEIED all (VERTJ OG MAX �( X X X ' 4k4• SELF-ADFlRSB MEMBRANE 4- 0 PH: 407.774t>078 SECURE CONTROL JOINT AT SUPPORTS X X X R-ASHDCi OVER APPROVED FAX: 407-774.4078 DIFlY- INSTALLATION UM LAYER al, _ HOUSE UIRAP. www.abdmIgngnlup.Uom FASTETERS TO DE SPACED S1UCC0 WRAP METAL LATH l9.4BHNG TO EXTEIO ONTO PIPE AA S: 0003325 • 1. OC. MAX VERTK.ALLY WOOD SHEATHN6 iL' CONT. BEAD OF SEALANT UM LAYER al, �' THICK, !COAT CEMENT .. STUCCA UIRAP I PLASTER METAL un+ �. NSTALL APPROVED WOUA LLWA SFILTRATION BARRIER OVER PAIR . r i .::,�,..•ei%? 00& --" ....:� - - v r-+ AP txLog air / ullm LATER 2. FORTFIBER I PI %— URD LATER 7• FORT DER .,m nw ....� _' eHEAT+NG : ^ eLe•rO�.r_ merrn OVP! •nrrnr BUILDING PAPER / �.__•� . •— _.� U M LAYER a. __ _ 4V. FINISH (SEC TIT WALL SecrlQw STUCCO SMAP �µ I DE CONT�iwloue •• TD •• -' TO e• NOT n WOWeHCATING SECTION N THROUGH CONTROL JOINTS BUT SHALL loruse of portniand Bdrkrles R�o� - Ezterlerxl cement plaster BE STOPPED AND shall comply with ff—pplicabon TIED AT EACH SIDE. /� I `� PROVIDE 2X4 SLOCKING •ww•n•rs. o..cm..-.o-�oc. PER ASTM CIO•3 r nnv LATH PLACED FLAT MAX. S' TO S' LAP, a• Dr"w Installation of exterior IeNrg and fiamirg ALL LAP comply wi PROM CONTROL JOINT TO S ohaASco 1787. th ASTM C 1063.19s, \ CONTROL JOINT FALLS ON ro'\PAPER LAP L FASTENERS FOR LATH TO BE NAILS ORS i STI=TURAL STD �" SCALEr I IA'sl'. STAPLES N COI'IPLIMICE LLP ASTM CW63 2. WRE TIES TO ME (NO. IS) 0,0410' WRE !. /- BLOCKING UEN MAY BEADDITION 4St4' Gli ADWERNG MEMBRANE 3. WALL STAB REQUIRED PEM R PLAN \ 6. FLA814U•1G (CCI'rATIBIE UV HOUSE VERTICAL LATH AP E �uw elm �\ N rY § 13 E i O o a & PAPER DETAIL PLA•HN6 TO [MIND ONTO it, 3 / WOOD STUDS I' OR LESS PIPE :.: 67c6' WLF-ADING HERMEMBRM! --- PENETRATION PLASH IM (COMPATIBLE UV NO" NOTE, "ATHING j l� MATERIAL) ' SIDE LAPS OF METAL FLA6WNIS OVER APPROVED PLASTER BASES SHALL HOUSEGECUPRW TO M- O"M" TYPE CONTROL JOINT F�R.HW.MMEMOR . �� e�u�TOEXTEwaNroPIPE UNT14BETO N S11-K (I TB W WTI( AT INTER ALS NO STucCO h• LAP . LAru CUT AND OVERLAP ONE SIDE OF WRE AT INTERVALS NOT v LAP • PArere SELF -ADHERING MEMBRANE MOM THAN W (228•MM) PLASHING CUT AND OVERLAP ONE SIDE OF 0 OL PaD wwto . Pr. A O t 110LD II•MIO - Pr. A A8 PER ASTM CIB•!. STEP 01 STEP R LP4�-ADiERIH% MEMBRANE LL CIGWM . Pr. • ®.� ® Q KICKOUT FOR REPAIR OF TEARS HORIZONTAL LATH IN UM LAYEIM, TEARS PIPE PENETRATION DETAIL (FR)4ME) DETAIL MAY BE PATCHED & PAPER DETAIL 3,g ",�.E WIRAP TAN.T.S. PER MANY. SPEC . OR POLD PlPJ. (STICK R s WOOD SHEATHIN@ OL— NWAD• ® 1-10 e•MlC -P7.A �: OR CMU IR.A UPS LAYER "I, r.asAa.n.• versA"E•Pr.s P MEAN! In. E !. aeeAM - an. C ,' STUCCO WRAP (FRAME ONLY) A iLLl. Pr. E TEIIQM F: IXmonPLAraU ® : w �' THICK, 3 COAT CEMENT r PLASTER (FRAME), I/2' 1 GOAT CEMENT PLASTER (CMU) LEGEND R' METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER DRAINAGE PLANE (WRB O OR'ELD SortaT RO�FAIIAI I �'f'C2FFT! LAYER "i STUCCO WRAP) tle. aT. .� T K!GOAT CEMENT z_ s•Xs•'L' TYPE CONTINUOUS W(�g LAYER (FORTIFIBER — — — —•—•— CARIMER STER(11m2GMr F GALV. METAL FLASHING eB'(r PLASTER raw Z RED LAYER-2FORrPle � � (NAIL TO ROOF DECK, NOT BU I L D INC3 PAPER) BIIU.DIN3 PAPER fPMMl a4.Y/ •. WALL SHEATHING) URB LATER al. CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X •O URAPrrwArs O1tT1 INSTALL WITH ROOF CEMENT av"Div. ee LOT ABBOTT PARK LOT# 4 BLK- 13 PROdRCT# 0418 .000- 4131 MODELT 4EAB "1672- ARIA" GARAGE 9WUM: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP LAP uvEtee a e"RnINs law OHR NALLN6 P I NM STOP �� I STUCCO �� ROOF CEMENT WOOD OR -1/lro" ZIP WALL " !••ALL PLA..tl I ROOF PER ELEVATIONS SHEATHING {PST � IOPT P.MNatl (M9 1 2 3 2 CGTAL) 4 SELF-ADHESIVE FLASHING — — — — — — \ NOTE: aaeo METAL LATH: LATH TO BE PER SECTION M NO PST L1DBL•r'--IWTlR TitrAL (SEND M .DLDMQQYLW R103.-1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PRINT eLINUI.0 notaen ao'�D °n�'awiAiL•oTra IttDor ( DATA 09/21/21 YHLL NTaI"METIt•• PER SQ. YARD (UTILITY OR NOMINAL 1111cALE:1/4e=1'-0" D•IP REal� ON16AP a•, *"MAT T LATH DOES NOT MEET SPECIFICATIONS) alxEaT I•IA, riGLYNEKLPYEIA WPAP 7) 7 .IA11N 4•DGMVJt 5 Lr FLASHING N.T.S. W A 1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHNG TO BE, I. BOTTOM. 2. SIDES. S. TOP VENT CAP IS TO BE SET IN BED —SIDES .•.h- OF SEALANT AT TOP AND ONLY. 8EALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i ' JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& X' CAULKING a JOINT ALL AROUND I I I I PER SECTION I Elderior Il Minp and pi staring BACKER ROD I Exterior use of Portland cement plaster shall comply with the application X. requirements of ASTM C 926-18b. I �:. x Installation of exterior lathing and framing shall comply with ASTM C 1083-19a, or ASTM 1787. WRB LAYER 9, I STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT I, PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) iZ D SHEATHING LAYER 9, CO WRAP LAYER 4, FORTIFIBER DING PAPER WOOD CONSTUCTION AL LATH V CMN YL CABIN. BEAD AISED BIND .... O JS' MID -WALL P aCRElD i IDE STRIP SELF -- ESIVE FLASHING, CLEAN ONRY BEFORE APPLYING ASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER •1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—X—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES FjB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANW. SPECBJ BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I i �ELEG. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "Z, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT V TO V MID -WALL WEEP SCREED :6' SELF-ADHESIVE FLASHING WOOD FRAMED - , 4�� WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) 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 "- —A � a" """ R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O 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 "I, STUCCO WRAP WOOD SHEATHING WOOD 8 - EATWM LAYER 9, STUCCO WRAP LAYER a2. FORTIFIBER BUILDING PAPER METAL LATH WOOD Tro' TEXTURED CONSTRUCTION :y�FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER a T' OG. MAX S. CMU X' TO 1f' MID•WlALL E] •• 6' WIDE STRIP SELF g' ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINIGN a MASONRY (�oHORIZONTAL WEEP SCREED ( FRAME TO BLOCK) UIRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF-ADHERINGa MEMBRANE FLASHING OVER BOX AMC) OVER APPROVED WRB LAYER 9 STEP #i STEP #2 HOUSEWIRAP _. :.. :.. WPM LAYER h, BELOW BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 03 STEP 1*4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA C 0003325 y 14 o 'I Y B O b ash IA 8D LJIv. allLOT.BBOTT PARK LOT# 4 BLK. 13 ROJECTry 04 .000- 413 MODZU 4EAB "1672-ARIA" OAP —WE SMINO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ELASTOMERIC r JAM COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *S STEP 1*6 ELECTRICAL RECEPTACLE F-PalarrDA 09/21/21 SCA* M 1/4-=1'-0" SKEET WA2 WOOD SHEATHIN WOOD —� CONSTRUCTION 9 HAT CHANNEL ' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 9, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 9,_�( / STUCCO WRAP �o AM] CO AMbb-WRUC-iem CUSTOM GAGING BEAD NO GAP INFIELD — (SHdORUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE= 1 V2'-P-O' ENT. WOOD PWN"ED WALL WRB LAYER 9, SUB -FLOOR COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE WRB LAYER @, FORTIFIBER PRE-BNG - BA IMER -1 BUILDING PAPERWEATHER RESISTIVE THICK, 3 COAT CEMENT R BABARRIER WEAR 4PLASTERLLEATNER R 6' BAf.TO _b'SAF. •TOP OF WEEP SCREED BA i'THICK 3 GOARIEB PEEL a STICK SHEATHING BEHIND WEEP SCREED PLASTER I Ya'x3' 'L' FLASHNG 4'POSITIVE ORAN MTAL LATH FULLY EMBEDDED 6FEA7HIN IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE ``. SET IN PULL ISED OF X. GAP FOR BACKER EXTERIOR GRADE ROD N SEALANT SEALANT, JF' MM. 6' SELF-ADHEREW . DRY WALL _ SPACE RIP ��FLASHING WRAPPED V`. �� •TOP OF DEEP SCREED ` �" 4• POSITIVE DRAINj' THICK 3 COAT CEMENT FACE TO TREX VINYL CA W, BEAD I TO SHEATHING BELOW mP =� ^Z-,-7 PLASTER " WATER PROOFING bt s' UlR6 LAYER 9, STUCCO WRAP GAP N FIELD vMn'L (SHOWN FOR I OF LAYER PEEL � ES ON ACCESSORIES Y) SEPARATE AG..E660RIE6 OILY) , STICK) WRB LAYER -2, FORTIFIBER BUILDING PAPER PEEL 1 STICK SUB FLOOR 6' SELF-ADWEREING FLASHING WRAPPED • CORNER OF CANTILEVER - --------- ' y„ z NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-847-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ I RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED A PAINTED FINIBFI ' J* THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8• TYPE 'X' DRYWALL UVTEXTURED 4 PAINTED FINISH 1' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2xI2 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON (LEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER)BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL A STICK) PETAL DRIP MOM ._., SET IN RILL BED OF 6'PEEL SEALANT, MIN STICK •DRIP SPACE FROM M DRIP EDGE TO FACE TO TREX DECK I )$'XI,W P.T. OR SMILA WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL UZATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 EXTERIOR GOLW'M SHEATHING LEGEND- 6, SAP, '06'A3• •L• FLASHING DRAINAGE PLANE (LURE 'FULLY EMBEDDED N ROOF CST LAYER *I, STUCCO WRAP) I Y' X 3' 26 GA. GALV. METAL DRIP EDGE LURE LAYER 02 (FORTIRBER - - - - - SET IN FULL BED O° SEALANT,)$'MIN. BUILDING PAPER) SPACE FROM DRIP 'PACE TO TREX VINYL CASING BEAD METAL LATH x-x-x-x WATER PROOFING 4t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR �/16' ZIP WALL i• THICK S COAT CEMENT PLASTER SHEATHING METAL LATH I W/TEXTURED 4 PAINTED / �-UOODSHEATHING, SELF-ADHESIVE FLASHING - - - - - -i Yi GAP FOR BACKER FINISH I JvXI IYs• P.T. ORSMLLATED ROD A -ANT THI ✓i• CK 3 GOAT CEMENT 4' POSITIVE n�•P Ar�wirrn DRAM WOOD (TREX) FILLER WOOD (TRB VINYL cA6NG BEAD PLASTER - --- WATER PROOFING Mt I WEATHER RESISTIVE (SHOWN FOR CLARIFICATION OF LAYER f2 LAYER FEEL DARNER 9 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FROM .- WEATHER RESISTIVE BALCONY DECK TO CANTILEVER -«'a° BARRIER 4 BALCONY DRIP PEEL aSTIGC• DECK MEMBRANE, 11C EDGE INSTALLATION ® COLUMN DRIP EDGE TO DECK t EXTEND OVER DRIP (W/"L" FLASHING( ®® 3'' X 3' 26 GA. GALV. SCALES NTS WOOD SHEATHING METAL DRIP EDGE SET N FULL BED OF I)JW Yi P.T. OR SIMULATE WOOD (TwX) FILLER SEALANTA' MN. SPACE FROM DRIP WRB LAYER h, CONTMUOUS FACE TO TREX STUCCO WRAP Yi SAP FOR BACKE ROD 4 SEALANT I ' VINYL CASING BRAD WATER FROOFING lot LAYER (2 LAYER PEEL 4 2x FRAMING MEMBER THICK 3 COAT CEMENT ;. WOOD SHEATHING FINISH LAYER (2 LAYER PEEL N STICK) 9/4 RESILIENT STICK) DICK FROM BALCONY NY DICK TO PLASTER P 2 1/2' WRB LAYER FR, FORTIFIBER , .) BUILDING PAPER HAT CHANNEL ANTILEVER PASTENED TO SHEATHING - WRB LAYER el, VINYLTHICK 3 COAT CEMENT PL -z>r...:.r :. ...-.^ .. • T' oc MAX. METAL LATH ' i STUCCO WRAP ATER TM METe/e e TYPE x' DRYWALL SHE WEATHER RESISTIVE ATHING WEATHER 5 ~ WRB LAYER 9. ;• THICK• 3 COAT CEMENT WRB LAYER 62, FORTIFIBER WREXTURED N PANTED BARRIER 9 STUCCO WRAP PLASTER ' BUILDING PAPER FINISH WEATHER P0816TIVE wooD SHEATHING j THICK 3 COAT CEMENT � HI V[ DRAM 16'SELF-ADHERIW-i ' METAL LATH BEm — ---- METAL LATH FLASHING vIINrL f.ORPER a}' THICK, 3 COAT CEMENT VINYL CASING BEAD NO SAP N FIELD WRB LAYER F2, FORTIFIBER 1 ' (EXPLODED �IEw FOR PLASTER COW09N FOR CLARIFICATION OF SEPARATEACCESSORIES ONLY) BUILDING PAPER CLARITY) BALCONY DRIP 11 EDGE INSTALLATION SRRNER BEAD ® FRAME DRIP GAP ' WINDOW FLANGE ), 2 1/2' k CORNER BEAD (FASTENER 4 SPACING 411 T O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R1CORNER BEAD 9) BLOCK WRB'LAYER 9, STUGCQ WRAP WRB LAYER $2, FORTIFIBER BUILDING PAPER--- -* METAL LATH d' THICK 3 COAT CEMENT PLASTER b*SELF -ADHERING FLASHINCs i LW. DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME, NO BAND) SdEi 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-77"078 www.abdesigngroup.eom AA #: 0003325 64 A $ 4 RM sunDIl ae LOT: ABBOTT PARK LOT# 4 BLK. 13 PRDJECT# 04 81.000-04 31 1tODELt 4EAB 1672- ARIA" GARAGE SWUNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT\ PLASTER \ 6'SELF-ADHERING FLASHING VINYL AI*LEr>,__r CASING BEAD DRIP CAP WINDOW FLANGE SHEATHINCs WRB LAYER 01, STUCCO WRAP I WRB LAYER 02, FORTIFIBER BUILDING PAPER ' I METAL LATH fExPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER w, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER I METAL LATH I J' THICK, 3 COAT CEMENT PLASTER Fi'SELF-ADWERINCs FLASHING WINDOW FLANGE CASING BEAD @ WINDOW (15C ( FRAME, W/BAND) METAL LATH WRB LAYER 'I, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER -i BUILDING PAPER WRB LAYER 01, J' THICK 3 COAT CEMENT STUCCO WRAP PLASTER = ' ' I WRB LAYER 02, FORTIFIBER VINYL ANGLED BUILDING PAPER caslNG BEAD VINYL CASING BEAD I i METAL LATH �THICK 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD (8) RAISED 1'7A BAND (FRAME) SCALE: I I/2' • I' -fD' 1X TRIM MEMBER s STUCCO TO — SIDING TRANSITION SIDING -7 STUCCO WRAP Y. GAP TYP CASING BEAD TO TRIM ]' THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER -2, FORTIFISER BUILDING PAPER WOW SHEATHMG WRD LAYER h, STUCCO WRAP CASING BEAD 6' SELF-ADHEREIWs FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEATHING DDOWERIVE �816T/ UZATWEIER IRR816TIVESAM/41� ` \ vE LA eICNr. / i' \ RA�&4ftl-ACNERING PLM1WING DHERMG I FLNUY3 L \ 1 SC-1 ISnvE STARTER STRIP / \\ \\ , , LLEATMER IRUESISTNE DAJMftPL 914 ADFIERNG \ WA GALVD FETAL GALV O METAL Y' ILASHW �71 FLAGHINS oft XL"I. FEAT ER r I- / WOODx x `rR"A rrEAFm R I OAP Ur.ALLKM OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH. LATH TO BE PER SECTION R103.1.1 / ASTM C-641-144, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) wcl TpwTION oV UL70D SHMATHSIG — WEATHER RESM7IVE DARRIER � Iju((APMERyy,. `�STNe S1DM ISYxRE kp I 3 `FLAN ADHIER . / \ STARTER STRIPon / AL GAL�F� �'' WEATH DARRI US7ft" _ _ O &* MN •z• eAcQm ROD! ♦ / `' FLA`ESFI�PYa�' THIMC 3A6&A \\� PL R WEATHER RESISTW DARItlER WEATHER RESISTIVE DARIEER 9 � R SW--ADFERM6 WEATHER RESISTIVE DARKER 4 TO LAP \ 6' MIN. ABOVE TOP 1 OF W FLASH04 M MSISTIVE WEATHER RESISTVE DA^VL4t 4 WEATHER RESISTIVE DARKER 9 ev%, FLEXIBLE Pvc BACKER ROD) SIDING TO STUCCO 'I-UEATHERRESISTIVE ® FRAME TO FRAME DARMRa 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME 0 THICK 3 COAT CEMENT PLASTER METAL LATH „... WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/Ns' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6• SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING J MEMBER1/\ DETAIL BELOW EXPLODED FOR CLARITY -------------------------------------------� ----------------------------------------------- Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02 FORTIFIBER BUILDING PAPR WINDOW FRAME 1 �- WOOD SHEATHING WRB, LAYER 01, STUCCO WRAP Co.\\,_WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW CASING 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774.4078 www.abdoslgngroup.mm AA 5: 0003325 8 � � a Lill. F TTPARK OT# 4 LK. 13 CT* 04181.000-04131 MODEIt 4EAB "1672—ARIA" GARAGE 8WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH E PI23 PRINT 09 21 21 DATE / / BCALM 1/4"=1�-0" '93 WA4- offisamAJEOR 6' AND- ASPHALT SATURATED FELT CARE SHOULD BE TAKEN N KEERNGTHE VENT PRO ERLY ALIGNED. VENT PIPE IS SEALED IFUIYPED NAL N PLACE SHOWNINP'GOLVA M USING 1-114" NAILS AT EACH CORNER. ROOFNGCENENT IAYIWld1 SHOULD SEAPPUEDTOALLSHNGUEEDGESNEARTHE NEOPRENE BDOT N OUT EDGE MID AROUND THE EMRE PERIMETER AS CUTOUTTHEC SENE-VEMOPENNGNTHEROOF RE COMMENDEDINSEVEREWFATHERGYXSTAL - SHEATHNG.S THEOPENINGINACCORDANCEWRHTHE CONSTRUCTION ZONES. _ CHARTSHOWN. NTHEEVENTAMECHANICALVENTFANS USED, SRETHEVENTOT£NINGINAGCOtOANCE YVRH VENT FAN MANUFACTURE'S PRNGGONNECTON T �• i :. INSTRUCTIONS. OTFU ESORRAFTENSNHENCUTNG THE `` OPENING Frnm FERNG SHN S AROUND THE REERIMEE �• ER O G SOT PERIMETERT-AYS I -AT TOGSE—SHENAIUNGSLIDE OF THE VENT LAYS FLAT TO THE ROCFSHEATHNG. SLIDE THE ASPHALT PLASTIC CEMENT 1 TCP AND SIDE RANGES CFTHE VENT UP AND UNDER SHINGLES. ALLOWTHESOTTOMVENTFLANC£STOLAYCN MOLDED AROUND BASE OF I PIPE AND OVER FLINC£ THE TOP OF THE SHNG.ES. • o ROOF HOOD VENT DETAIL CUT HOUND~ AT 40• ANSLE MODWED 1. OUT N HOUCEUAMAP LINE OF WNDOIU- OPENNG TQTO FCLD.I HOUSE T{CK F AL HEA FOLD IN 4T APPROVED NOISE~ OVER SIEATIan OVER ub em HALL SLOP STEP 1 PLASHINMM V BELOW SILL FLEXIBLE PASNN` DO 14M ORAL BOTTOM PN STEP 6 ALIGN PLASIWS BP W. EDGE OF SILL RO- r FASTEN FANNRD EDOES.(CAP MAILS. WAF%ft) INSTALL DLVIIONT RE)S1MAP AS A MAS14M AT TM row WOLXWD~ DOW 1 TAPE DWONM. CUT ACROSS NEAR o WINDOW PLUMBING VENT DETAILS SCALE, Mm IPPLr 46• 4NTNIM • SEALAN Ares AM IPPLY TO SDOW N LAN= N MM•PI►YA IDLES OR WTALL e' WDE ADWEGIVE - BACKED PLEWBLE PLA814M MATERIAL AVER DRIP CAP JOINT rPRo=70-~ LET-210& w ETUUWJ STEP 8 -Al�l WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS 36' WIDE VALLEY FLASHING SIM OR HEAVER FELT UNDERLAYMENT ASMALT ROOFING CEMEM 6' OF CEMERLNE l FTHERSIN END OF SHINGLE MEND ENO SHINGLE AT VALLEY CEMLEAST 1TRUNE ERINE ---CLIPPEDOFF IOR A� ROOF VALLEY DETAIL SCALE, INTO ATLY ON HSI (O EdIAL) SEALANT A PLUID AILED PLASNNG (LANI UNIT! -SEAL 111C-01 OR EOUALA SLOPE SILL TO EN L IT 1! THE CONTACTOR! IR/rONOWLTY TO KRWr THE COMPATEIILTIY OP ALL PRODUCTS NLI COM MOMMAP, WALANTO 4 NLFADNERM PLA611NM MATERALS USED M"M CONSTRICTION. 7. INSTALL ALL MATERALS PER M~ACTUPIM 01B"Eml SPEC/ICA7I011D Wmawk SEALANTS MAY REACT ADVERSELT r NOT ATNIu. EAN AND SEAL JAMB TO BILL t MJS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK � IR W14EME SHOWN SHALL BE IMPLEMENTED „4T ALL WMDOUS WITH EVIDENCE OF WATER INTIR.BION BELOW T14E WINDOW OPENING REAL NIERIOR PERIMETER OF U*A=W W! SEALANT :. PLASHNS AT EXT RKMu WINGOIIb AND DOOR DPW**& SHALL ME INSTALLED N ACCORDANCE WTH MAXF*- RER'S INSTALLATION NSTRIICTI0140 AND APPRMD METHOD U OF FBI W1054 U N ACCORDANCE WITH FI N"TRATION MANLPAr-TURER'S INSTALLATION AND FLASHN6 NSTRUCTIONS. QfihW& SEALANTS MAY REACT ADVEMSLY IF NOT COI'PATOLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdmigngroup.wm AA B: 0003325 Bill o o SuDIV. at Dom ABBOTT PARK LOT# 4 BLK. 13 P1tOT# 041 1.0 0-041 1 MoDzu 4EAB "1672-ARIA" GA1tA0i 8WDITG: RIGHT PAGM: WALL ASSEMBLY DETAILS 160 MPH W. C ISIP 2 21/21 DWNT 09/5MA =8CA s WA 2xro SUB-BANp W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA UtAP �P\ DRIP EDGE I\ 1/8' TEXTURED I \ \\ FINISH s WOOD I 2X& SUB BAND—/ 1/2' TEXTURED \ FINISH ® CMU ( \ METAL FASCIA \\ WRAP Ya' FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ 1 T/V TEXTURED FINISH • WOOD, V!' TEXTURED FINISH • CM METAL LATH V(PINAME SHEATHINGWRB LAYER h, STUCCO U1RAP(FRAIME ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER -- - ONLY) ©CLAN B \\\ NOTE: NOTCH FOR 2X6 \ \ SUB BAND ONLY t ROOF KICK OUT REMOVED \\\ FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL NOT INTO STUCCO) \ 1 \ 1 ®ELEVATION ®PLAN A i— I"I/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH g CMU '1T2x& SUB -BAND W/1'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE - KICK OUT PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH O END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x ;. SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU 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/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY AME OR CMU 4LL KICK -OUT FLASHING LT 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 WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.andesigngrouP.eom AA #: 0003325 b a 3 3 s OLTMIV. 4k IAT ABBOTT PARK LOT# 4 BLK. 13 PROJECT# 041 1.000-04 31 "ODMI. 4EAB "1672-ARIA" GARAGE DWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C P12 3 D TM 09/21/21 SCALE: 1/4-=l'-0- srIEET WA6 17-0" 26'4" '-4" 101-W 9'-8" 13`4" 3'-10" V-8" EXTEND '4 T SLAB 1 1/2" " LAB Ir FM-12X18 — — — — — — — — Ji 3 r FM-12X12 1 4" CONC. '!2 1 1A ix 1.1 N SLAB Ix W � *31/7' LL ya m I I F-24X24 I I T-2" 6,-4" 2,-6' 10 ,i i� , I I I. r- ----- FM-12X18 m 1A 4" PVC CHASE . I i To OF I SLAB I 1"PVC CHASE FOR ELEC. x mI II ISLAND ,fix 1A 1 LL b� I I I EXTEND sLAB 1 vr' II. -----LE1------ *5 1/2" � N I 5 • I I 24 1 T-8" 1A I ml1 ,A 1.1 ,1 EXTEND O FM-12X18 SLAB 1 1/2" m SIMILAR 1A 2 (4" CONC. LL I SLAB ( N I 61 T-5" 5" Ig ( I �1 r2V11 ---iA 1 I SIMILAR71/2' FMC-12X16 1A L1.1 1 1.1 A, 1.1 FM-12X18— MC- 12X18 4 FM-12X18— 4 — FAA 12X12 — _ — — 8'-8" 2'-8" 2'-0" 4'•4" 2'-0- •, 18'-0" 2'-8•, 19'-4" 38'-8" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 4" CONC. SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE w0'0. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w90, 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.EINDICATES #5 BAR, BNDICATES #6 BAR, ODICATES #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", #6.38'), 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WTH TMS 4021602-18, USING: Pm = 2,D00 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 y OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 VT 6 MIL VAPOR COMPACTEDFILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WTH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FW12x18 12' CONTINUOUS 18" - (2)#5's FMC-12x18 12' CONTINUOUS 18' - (2)#5's VARIES F-24x24 24" 24" 17 (2) #5's (2) #51s _ _ 0"4" FMAZd2 124 CONTINUOUS 17' (2)#V (-)0'4" TEA S" SEE PLAN all - (1)#5's 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-77440078 www.abdmkgngroup.oDm AA #: 0003325 E Z O m ai sDiv ee LoT: ABBOTT PARK LOT# 4 BLK. 13 P1loimcT#: 0418 .00 -04 3 11 ODZI : 4EAB 1672- ARIA" GARAda 8WIN s: RIGHT PALM FOUNDATION PLAN 160 MPH EXP. C pnorr DA7M 09/21/21 8CALM 1/4"=1'-0" DHIMT si MIN. EACH WAY MONOLITHIC FOOTING } STEEL REINFORCING IN GROUTED _i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ­7 — , .�',• i, E CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d�d _ 6 SPACING REQUIREMENTS_ PI- <la' 11 •I ."_.. -°-`� ... GARAGE DOOR RECESS mV o �4 ' I • � y 9- 8" CMU WALL 8"CMU WALL {I I CORNER BARS, SAME SIZE AS LARGER BAR w fI� . I IN FOUNDATION WITH 3W' LEG EACH I' a y • i +- d ' WAY AT ALL CHANGES DIRECTIONS Q' � TOP OF SLAB TOP OF SLAB . S .. P SO THAT THE STEEL REINF. IS CONTINUOUS I I . jam—' MATCH AMOUNT OF CONTINUOUS BARS CURB . ., EXT. PORCH SLAB • • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (iSTORY)-P #3 18" ' EXT. PORCH SLAB .•{ ' SEE SLAB SCHEDULE TOP OF GARAGE (w a CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE I UNITS SET AT ELEV: W/ 1/2" ISO-ATIpJ 8" CHAMFER (2-STORY) W/ 1/2" ISOLATION 4" CHAMFER (I -STORY) • 6" CHAMFER (2-STORY) 0'-0' JOINT (WHERE i APPLICABLE) • #4 24" SEE SCHEDULE #5 30" JOINT(WHERE APPLICABLE ) • #, SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING z FOR W.D, BAR SRE #8 36"47 FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST I., AND BAR QUANTITY � AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 CORNER BARS DETAIL OPENING scALE'34'=r-°' GARAGsDALE:34"=1'-r' @ E 3 G)PD20PO�R SCALE: 3l4"=1'-0" SCALE: 3/4"=1'-0' (1) 05 REBAR VERTICALLY W/CONC. w POURED CELL o 8" CMU LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON 5 #4 REBAR 024" O.C.0 CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT OF WALL W/ PLAN SLAB LAP TO OCCUR OVER STUD s 5' 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING 2" CAPPED I NEW REINF. BAR ' PLANS FOR SPACING, SINGLE GALVANIZED PIPE SECURED W/2-PART BTM. PLATETOBEPT. W/FLANGE 0 BASE °� I EPDXY. MIN. EMBED PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 8", UNO SLAB W/10d MASONRY • •'a' b i S FOLLOW ALL MANF. NAIL 12" O1C STAGGERED. H 4 " CONC., REINF. W/ M w I SPECIFICATIONS FOR s ADDITIONAL METAL 'W" #10 VWW ON USE AND CONNECTORSNOT i -MIL POLY ETHYLENE SECURE FLANGE TO i PREPARATION OF REQUIRED WHEN NO O w VAPOR BARRIER ON w SLAB W/(4) 114" X 2 1/4' a" 4- HOLE, UPLIFT IS PRESENT. = a • I•' 1-� WELL-COMPACTED TAPCONS SLAB SCHEDULE CLEAN FILL TERMITE < o } 6 a 11 TREATMENT SHALL BE [SEE BORA-CARE , Q TOP OF SLAB . (2) CONT. ft4 REBAR 4" CHAMFER (iSTORV) e . f 6" CHAMFER (2-STORY) a 1 - .`l ` .• ' (2) #5 REBAR ON CHAIRS • .;' e- • 2,000 PSF VIRGIN SOIL OR 95% 12" MIN. DEPTH INTO ,� COMPACTED SOIL �,2 EQ. EQ. SEE SCHEWLE VRGIN OR ENGINEERED SOIL SIRS HEIGHT LESS THAN T-6' F, 2S PER PLAN 5 BOLLARD ADDING BAR TO FOR W.D, BAR SIZE AND BAR QUANTITY EXTERIOR MONO DEEP scALE:3/a'=r-a• MONOLITHIC FOUNDATION 6 scALE:3/4"="°" 8INTERIOR CURB FOUNDATION WOOD WALL scALE:3l4"=,'-D" (NO UPLIFT) FOOTING W/ BLOCK WALL A SCALE: 3/4"=1' 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 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECUREST. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONALMETAL 0 H CONNECTORS NOT �, 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) -�p•' 8" CMU FILLED CELL(TYP.) b • TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING .I• SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5' +-0'-0 2!.e, MINIMUM EMBEDMENT INTO TOP OF SLAB f "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND }, CENTERED UNDER WALLAND 16" O.C. VERTICALLY MAX • •' • =-.--�� POURED MONOLITHICALLYWTH °i -'— — - FOUNDATION AND SLAB SEE SCHEWLE SEE SCHEDULE FOR WxD. BAR SIZE FOR WAD, BAR SIZE ,/ AND BAR QUANTTY C AND BAR QUANm C COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE: 3/4"=1'-0' 10 SCALE:34"=1'-a' �1 scALs'3a°=1'-a' (NO UPLIFT) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdes4Mgroup.com AA #: 0003325 Y S 6 o � svaDIV. a LoT: ABBOTT PARK LOT# 4 BLK. 13 PROJECT# 04181.000-04131 MODr. l 4EAB "1672— ARIA" GARAOX awixo: RIGHT PADS: DETAILS 160 MPH EKP. C DATM 09/21/21 SCALE: 1/4"=1'-0" spimm S1.1A DOWEL PLAN SCALE: 1/4" = V-0" -1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesWWoup.wm AA S: 0003325 o C lot SUDDIV. ae LOTt ABBOTT PARK LOT# 4 BLK. 13 PROJECT# 41 0-04131 MoaEL: 4EAB "1672—ARIA" GARA0Z BWDCG: RIGHT PAGE: DOWEL PLAN 160 MPH ENAC P12 3 2 DATT 09/21/121 aiIEET s1.2 TIE VERTICAL REBAR • TO HORIZONTAL REBAR d'HOOK GROUTED BOND BEAM - VARIES PER ELEV. e 1441 N. RONALD REAGAN BLVD. i .a .a LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdmigngroup.com AA #: 0003325 < #5 BARS rr m 0 CLEAN OUT REQUIRED FOR INSPECTION # •• O ' I '. FIN. FLR. .�� TIE ERTICALREBAR T HORIZONTAL REBAR W/ 1d' HOOK f- C o a as BAR SIZE 148 BAR DIA 1-0 I, s of #4 24" CMU UNIT DIMENSIONS h in ARE NOMINAL SIZES #5 30- 47' V MASONRY SYMBOLS HORIZONTAUVERTICAL �k 3 SCALE:314•=t'-d' REINFORCING f SCALE: 3/4"=1'-d'A v§ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS mw U O w bg 8" CMU WALL TOP OF SLAB a TOP OF SLAB EXT. PORCH SLAB A SEE SLAB SCHEDULE 4"CHAMFER (1STORV) BAR SIZE 48 BAR DIA .a a . •' a a $ W/ t/2" ISOLATION CHAMFER (2STORV) #3 18" M a .a JOI NT(WHERE # #4 24 a APPLICABLE) MATCH STEEL #5 39' 8" PVC CHASE i H REINFORCEMENT PER SCHEDULE 38 8" PVC CHASE THRU FOOTING sUDDIV ac LOT' ABBOTT PARK LOT# 4 BLK. 13 PLlOM=T* 04181.000-041 1 WODZT : 4EAB "1672- ARIA" GARAGE BVnNG: RIGHT PAGE: DETAILS 160 MPH EXP. C THRU FOOTING #7 qy MATCH STEEL $EE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND BAR QLIANinY PVC CHASE 2 202 THRU FOOTING 4 SCALE: 3/4"=1'-d' A90uCIi0.CRA AR 93723 RDIT DATM 09/21/21 8CALE: 1/4"=1' —0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WW (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ I Od x 1 12" 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 MATH 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. 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 REVIEWAND APPROVAL, 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DES SIZE REMARK tO (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / TO 8, = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A =TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Psi) WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 1 3000 1 8.8 (1)08 N/A I GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES �— ---_—--1T/OMA)B--------_ —-----m — 8-1T/OMAIB-------BF18-1TlO �— 1 I I 1 ♦♦ I ♦♦♦♦♦ 2 4*I 1 Im ♦ m 1 ; ♦_ m _ -UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. 8RF14- 1T/OMMB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosoigroup.com AA #: 0003325 g O O a 4 >sumly. AO LOT: ABBOTT PARK LOT# 4 BLK. 13 PROJECT 4181.00 -04131 MODEL: 4EAB "1672-ARIA" GARAGE XWDM: RIGHT PAOE: LIFT BEAM PLAN AND NOTES 160 MPH EXP C L AR NO 98M A D - 09/21/21 SCALE: 1/4"=1'-0" SHEET S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ ta' HOOK irPICAL #5 BAR IN BOND BEAM CORNER tl 1 REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP 9k8" m 1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM R5 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING ]Y" PLACE STEEL HEIGHT. di REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND O'er 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. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL / KN� 8. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 19' DEEP. g 8x18 DBL. BOND TOP OF Ise BEAM W/(1)#6 BAR BOND BEAM EACH COURSE • 8x8 BOND BEAM TOP OF • 04N' W/(1)#5BAR .y; BOND BEAM F =FILLED W/ CF20lfT �\oMoe U UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE SEE NOTE 5 16-1 T/ 1 / B 8x8 PRE -CAST CONCRETE eS� NOMINAL LINTEL W/(1)#6BAR(L2) MASONRY a HEIGHT #OF#5'S, TOP LENGTH OFBAR=WDTH OF IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OPENING -r' BEAM DESIGNATION OR THAT SCALE:34"=1'-a' ANDXFXX-1T/iMK/BINICATE ASINGL BOND E BONDBEAM AND XFXX-iTpMBB INDICATESASINGLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER AM #OF#5'3, LINTEL 8INTEL, W/O IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1TA M10B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO LINTEL OF OPENING AND XUXX- iTQMIM INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL PRECAST HEAOER(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 SIZEMIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 114"1 S"300 FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 05 BAR BENT AS SHOWN _ EMBEDMENT e3 1Ai° PRE -CAST ..4 WINDOW 2)8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEADSIZE.300 MIN EMBEDMENT 11/4")8" SILL FROM EACH END AND 18" SLOPE O.C. MAX. MIN 1-1/4" ¢ EMBEDMENT OPEN FACE SHELL SO 24 (MIN 2X3)2-3/16 AST ALLOW BENT TAP ON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD BAR TO BE PLACED IN UPPER AND LOWER NEACHEENDEAND NT 1 2X4 SOLID BLOCKING #5 MIN. REQUIRED IN BO OND BEAM 154") 8"3FROM00 ) SHEATHINGW/ EACH CELL HOOKED IN MINC2-R12dT PER BILK EA END 18" O.C. MAX. MINMEN TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/18" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 _ A C PROVIDE 3" OIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I SINGLE #5 CORNER A BAR ,TURNED up OR TURNED DOWN INTO STEEL REINF. OF QPE II / FILLED CELL BOND. BEAM II I II I�8x8 II CMU PIER VJI SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR SEE PLAN. II / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1' 0" �� SINGLE LINTEL, MULTIPLE OPENINGS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA *: 0003325 y t 3� 3 O as SunDIV ae LOT ABBOTT PARK LOT# 4 BLK. 13 PROJMT# 4 1.0 0-0413 smDul.: 4EAB "1672- ARIA" CAP—#*Z 8WING: RIGHT PACE: DETAILS 160 MPH E C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10d x 11,7 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/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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 REVIEWAND APPROVAL. 10. 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 P8S38, .177" ° x 2 718" LONG, WITH WASHER 016" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: I. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2xe BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTICACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSIONAND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE; 1/4"- V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 W W W.Sbdesi8ngroup.00m AA #: 0003325 e O � si SDIV. 89 I/OM ABBOTT PARK LOT# 4 BLK. 13 PROJECT# 04181.000-04131 MODEIs 4EAB 1672- ARIA" CAR/10E 8WING: RIGHT PACE: FRAMING PLAN 160 MPH UP C 2 ralfzz:RtDVnr 09/21/21 T s3 ENGINEERED WOOD TRUSSES OOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP /WALUFLOOR DRAWINGS FOR REVIEW THING AND APPROVAL ENER SCHEDULE" A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON "ROOF/WALUFLOOF2 B-(2) SIMPSON HETAi6 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 x HTSM20 SHEATHING (12) 16d x 1 J' NAILS TOTRUSS 10d x 1 NAILS TO 8" x MAY BE ADDED A E x 2 1/4" D (4) 1 4" x TRUSS AND (4) FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GI R GIRDER. PROVIDE 5" Wl NAILS, W/ 10d NAILS, 2 ROWS, 3" TITEN 2 ANCHORS TO RS OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWAN WITH NOTE: A PT SYP #2 2' x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX TO (16) 10d x 3 �' NAILS TO GIRDER AND a", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 70d NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOVJN REQUIREMENTS. j HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12)1Sd x 3' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF ADDITIONAL PLY MAX TO SIMPSON LGT3-SDS2.5 GIRDER 71EDOWN BLOCK WALL W110 10d TO TRUSS AND (4) 114" x 2 1/4" ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS (4)" x 5" TITEN HD TO CMU AND 12) SDS (CONT TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. j' TO GIRDER POURED LINTEL 2xSECUREDW/(3)16d GALV. COMMON NAILS. ENGIEEREDWOOD SIMPSON FGTR GIRDER TIEDOWN WITH Ix2SECUREDW/10d TRUSSES @ 24" O/C, ix2, 2x WOOD FASCIA x 5" TITEN HD TO CMU AND (18) SDS t'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL GIRDER 12'O/C FOR REVIEW 2x SECURED W/(3)18d SIMPSON FGTR GIRDER TIEDOWNSWTH AND APPROVAL GALV. COMMON NAILS. x 5"TITEN HD TO CMU AND (18) SDS J'x 3'1x2 SECURED W/ 10d MASONRY BONDEWS TO GIRDER (EACHTIEDOW'N) GALV. COMMONNAILS BEAM URE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12- O,C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = UAB10 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2" COVER 8 2' APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 31a Slb81c TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 34'=,'_a GIRDER CONNECTOR(S) 2a 2b 2c SCALE:3/4"=1'-a' 3 GIRDER CONNECTOR(S) SCALE:3/4"=,'-o (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d ® EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0.4' TO 30'-0" (1) W BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 12" DIX 1-a' MAX IWIII' (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT oR m-a• MAX hY/2x4) FROM CENTER TO END. HIGH WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN, EMBED. AT 32' OC 1x4 DIAGONAL BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x BRACING, SEE P.T. PLATE W/ 12d's S' PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX 4 pp MAY NOT BE TRUSS ENG) ONT. 2.4 SECURED W/ >r n G REQUIRED (2) 1Od's ® EACH TRUSS TO BE INSTALLED BTM. CHORD OF 10'-0" O.C. MAX WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. ix4 BTM. CHORD BRACING 64'OIC END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 SCALE:34"=1'-0' SCALE: 3/4"=1'-a' PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/41D °/% OLE EDGE>5/e" USED SO LONG AS THEY CONFORM TO THE x� I' OLE DIAMETER FO L LO WI N G < 2/5-D SGL. STUD OUTER 1/J OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >6/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON 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 011 SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/511 D.L. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS SCALE 34"=1'-a' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com AA #: 0003325 ggY 3 y 9 O Q avnniv. ae rroT: ABBOTT PARK LOT# 4 BLK. 13 Piton CTp 41 1.000-04131 MODSMA 4EAB "1672—ARIA" GAPAOa OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DawT APS: 09/21/21 SCALE: 1/4"=1'-0" SHEET S3.1A VTCR SPACING (1) AT EACH END Illtijl 1411 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-O" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 E4 4'-0" 0, C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) W BRACE 30'-1"TO 60'-0(3)7'BRACE "X" PRE-ENG GABLE TRUSS jlj till (1) BRACE @CENTER "X" (2) BRACE DIVIDED EQUALLY STIFFBACK ATALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) Ile I I \ 0 PLYWOOD SHEATHING, SEE "ROOFM/ALL/FLOOR �L SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW lx2,2x WOOD FASCIA CONNECTION PER ZENGiNEEREDWOOD SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d GALV. COMMON NAILS. TRUSSES C 24" OlC, 1x2 SECURED W! 10d SUBMIT SHOP DRAWNGS COMMON NAILS GALVAT FORREVIEWCONT. 2x4 RUN 17101 12' O/C AND APPROVAL SECURED W! (2)12d'a Q /(2)12 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS n 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 WC700 SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 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 BILK W! TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY S' MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2.8 P.T. PLATE W/ 12d,s 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED @ 10'-d' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.eom AA #: 0003325 4i t 8 � e O C iunDIv. dt L0111 ABBOTT PARK LOT# 4 BLK. 13 pxoj=Tp 04 1.000-04131 MODEL: 4EAB "1672—ARIA" GARAGE STING: RIGHT PAGE: DETAILS 160 MPH E . C 32 DATTM- 09/21/21 SCALE: 1/4"=1'-0" 9Hz= S3.1B ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e 70.40 PSF (:040) ZONE 2n = 70 AD PSF (80.40) ZONE 3r = 83.80 PSF (9180) ZONE 2r = 70.40 PSF (80.40) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL + PRESSURE COEFFICIENT. 1• 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19YJ7' STRUCTURAL SHEATHING EXP 1(40/20),FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40120).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RING SHANK 21/7' 0.131 F1667 170.000 RING (16-20 RINGS RSRS-03 Sol RING SHANK, 2 3/8" 0.113 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANKGUN NAILSC O.C. TOP& BOTTOM PANEL AND Sol RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM(INSTALLED PER MANUF. SPECS.) SEE DETAIL OAF SHEATHINOATTACHISMENT'19PACM4G ZONE 1: 1 Od NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS � 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3, 3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 SE RING SHANK GUN NAILS 04'OC. TOP A BOTTOM EDGES �8 z� y0 TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING Z 02 S 3 m BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1)ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W BLOCKING 0 _.O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING (9 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE i Dd RING SHANK GUN NAILS SEE "ROOF SHEATAINGATTACHMENIN TABLE FOR FIELD SPACING #8 2" DECK SCREWS @ 6'4" O.C. MAX Q EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL Ell STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Viii ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCREfEEXPOSEDTOEMfH ORWFATHBi NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW TUGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAAFBR®3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UIlHt P11 SLPBSONCAOIIW WFBEIWICATm ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2D15, ASCE t-16 ANDAISC SPEAHRATIOIv3 DRAWINGS. SEAMS LAPPED 6INCHF3 ANp SEWFO WITH ADHEBVE TAPE. PRESSU'REMEA,.D. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURALUSES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: PCF OF BORATE PRESERVATIVE TREATMENT: R ANYDISOINM RETENTION LEVELS OF FOR SHALL BE RATE TETRAHEDRAL CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN'h° OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS- MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQIA REMENTS AND SLAB-04-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCES ARE FOUND DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf 20 psf TOP CHORD non -concurrent 10 psi BTM CHORD non -concurrent DEAD LOAD DEAD LOAD 18 pM TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) IT psf w/ No GYPCRETE) 10 Psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WHO UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 PSf WND DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY ILA LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS' 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50pSf, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30Psf, STAIRS: 4DPO SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL T THE ARCHITECT DRAWINGS SUBMITTED W THOUT REVIEW DULL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 FOOTING psf, EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREATALL SOIL FOR TERMITE PROTECTION THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TB'ME SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9ND94M OR MEASURING, MIXING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 13 ADDED TO THE MIX UNTIL IT IS DEXOSDED 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 MNJTES THE CONCRETE SHALL NOT BE PLACED. B SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EPOSl3) TO EARTH(FOUNDATIONSI B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER i-11P" FOR #5 AND SMALLER 7' FOR #8 AND LARGER C. FOR CONCRETE NOT E)POSW TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1l1"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED W RE MESH, SHALL BE ASTM Al 0641AI 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH T CHAIRS SPACED 3'-0' OC EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" 97 BAR - 47' PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATELONNECTED-VYOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W ILL PROVI DE CALCULATIONS INDICATI NG ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 788: 1990. ALL VERTICAL REINFORCING BARS IN CIVIL CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MAWNRY- PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OFTHE LICENSED PROFESSIONAL ENGINEER. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, ALL BLOCK WALLS SHALL BE TAOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fre = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C 476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWSE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF II TO 1T. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICA.N INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE 8, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 Xsi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-0FF-THE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JOLTS ARE TO BE STEEL. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPOGnON S. TYPE _NG REMARKS APPLICATION SPACING I REMARKS 1YIPTRIRRWGTO MA90NRY/CONC. ASE HARDENED COIL I —LONG. BOG GARAGE -OR— TO MAS_OONG. IA"DA NOWASHEH MA"" ASTENER 1111'EMBED.. 4'EtOC9T., t1R'EDGf DKi. SOD,I IXT DOORS CASE HAMEAMCOIL 9"OlC WINDOW9DOORIFASIBJEO GARAGE. BUCK DA OR IR"DA EXPAN910NBCLT f60O (3'C Ow) 4'EM6ED..4-ENDDSt, 11 PT. SEENOTE6 NAIL 1I—ONG. STAGGHtE9 NTOMASONRY/"' TO IM90NRYIOGNC. .—ORR 1d"OF (1M"Du1 3"EOGE GIST. WINDOW BU(:K CASE HARDENED COIL e•oc WINOJWIDOORIPASTENED METAL STRAPro CONTACT THIS ENGINEER FOR SPACING IK PT SEE NOTE 6 NNL I IYY'LONG. STAGGERED HMO MA9 .—ANC. MASONRYICgJC. REQUIREMENTS EXT. SAING DOOR (2)3n6"DL4 "TAPOON' 11/EMBED SEND. BUY' CK IK PT. SEE.— NO WASHER _TNER IB OC 11'EDOE D.ST. .PTNANDOW DUCK 030°PAFKI IR" ND. DIST,IIY1' PT TO STEEL COL, SEE .1WI WASYER GG�ED EEDGE Oei. NOTES STA ALES 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 I 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF SHALL BE HILTI XZF 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. WIDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 11:0003325. J It W qIld K O LY O � O raummm ae LOT: ABBOTT PARK LOT# 4 BLK. 13 P1t0J=T# 04181. 00-04131 U0DZU 4EAB "1672— ARIA" GARAGZ >lrMING: RIGHT PAGE: DETAILS 160 MPH E EY 2 3 DF-RDFTA 09/21/21 ECALM 1/4"=1'-0" 8*11= s N1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS lo-e' MAX. nrT 1 IN A O STAPLES INSTALLED 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7OSTAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT O HEM AND IN VALLEYS BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. 14X2 WOOD BATTEN 11 STAPLES INSTALLED @ OFFIT 1Q 12" O.C. MAX (INTO @WOOD) IN J-CHANNEL "�� J CHANNEL 3Q DETAIL B SLOT a"MAX. J—CHANNEL FASCIA 12 BATTEN STRIP ANCHOR �2X2 WOOD BATTEN 10 1 Od NAIL AT EACH STAPLES INSTALLED Q TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 7OSTAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND XX FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS 1, MAX of b-- DETAIL DO STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS (D SOFFITS' Q J-CHANNEL I" n DETAIL E J—CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SEE DETAIL'A' SLL ULIAIL'L' EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END WIDTH F ;HANG) )NCRETE; IU OR WOOD DTE:1) SEE DETAIL'D' JttUCIAIL C EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 81 WOOD BATTEN �2X2 WOOD BATTEN 10 — — O SOFFIT fNSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT ® 8" MAX FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ DETAIL C o_l;CONCRETE/CMU 2" O.C. MAX (INTO WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) OR VE WIDTH DOF 'ERHANG) CONCRETE; CMU OR WOOD (NOTE:1) TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. "G I mi1L 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdesipWoup.wm AA#: 0003325 y r ib ib g w it I� l c BUDDIV. At LOT: ABBOTT PARK LOT# 4 BLK. 13 PROJECT* 0418 .0 0-04 31 MODSL4 4EAB "1672— ARIA" GARAGE BTaNO: RIGHT PADS: SOFFIT DETAILS 160 MPH EXP. C DATE: 09/21/21 BCALS: 1/4"=1'-O" 8 L"r SDI U r 1