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HomeMy WebLinkAbout7863 Broad Pointe Dr99 1 (OD72 04EAB -ARIA 99 p 1 '`s 0� rjg; HOMES e� 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .pWRM BMW= CM, RESID$1PU4 eU EDrrloN (z STATE • AIL LOCAL AND SPATE CODES .00CUPANCY - RESIDENTIAL GROUP R3 :CONSTRUCTION 'TYPE - VB INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vesd=124 MPH •I -STORY _ C •1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT A3 PER IACAL AND STATE CODES ABV. A/C AD ALT. BAD CAB. CA CL°. CLR CONC. CPT C.T. D. D.Q. D.a DIA DIM DISP. OR DR ABOVE ADJUSTA lLE ADJUSTABLE ALTERNATE BAD DD LINE CENTER LINP cABUIET CLEAR CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL TLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR LAV. LU LUM MFR MRAGE ET , MTD. MIL. N.T.S. N.C. PL P.B. PH. PLY. PR. D. RT P.T. R RAn. R.A.Q. REF. LAVATORY LDMINOD3 MEDICINE E CABINET MANUFACTURER MINIMUM METHRESHOLD MOUNTED METAL NOT TOSCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR DATE DESCRIPTION mIhIG,IB CD* IM D ARCHITECTURAL SHEET DESCRIPTION 00/0 Wn MC UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG Ml —MECHANICAL PLAN PG Dl—DETAILS mVM CD*�-IMED ma/le/le EGGING REVISION PERM. BOWEa m2/Cl/19 PLAN MAINTENANCE 03R8/19 REVISED LINTEL Slg AT FROM ENTRT DOOR mb/lIA9 ADDED LED LIGHfB • K ITG4IEN 1 BAhIRO0H6 PER MARK BOWER 01/22/19 ADDED STONE OPTION ELEVAilONB'C' 'D' 025/l9 ADDED OPT. a •m' CEILMG HEK•HT ml/01Rm REPLACE USP CONNECTORS unTH SIMPSON COWTORS 003ne OPT. W-m' CLG. H6T. ELEVATION'O'- REVISED HEW OF ARCMIMY SQ.FT. CALC.'S • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 DS. nw: EA. FQ.ELE EEm EXT. F.GJFX. DOWNSPOUT DETAIL EACH EQUAL N EXHAUST EXTERIOR FD®GLASS RM. PLO, S.D SILT. SIL iG. SHWR. SIM ROOM SOLLIIDCOR EXTDR SMOKEDETECTOR SHEET HUNG SHEET SHOWER SIMILAR PG D2—DETAILS PG D3—PRODUCT APPROVALS PG WAl -WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS uvlNr, I(.32 Sa0. FT. GARAGE 432 SOL FT. 38 $a. FT. LANAI •� SOL FT. A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 TOTAL 2238 SQ. FT. F.Q. FIN. FLR FLUOR. FLODR Gk GAR DISP. FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR GAUGE GARBAGE DISPOSAL SL SE GL. STD. SWS TEMP. T.o SLIDING SLIDING GLASS STANDARD SHEAR WALL TEECTIOMPERED GLASS TOPo CURB PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G.F.I. GL. GROUND -FAULT CIRCUIT INTERRUPTER GLASS T.O.P. T.O.S TYP. TOP OF PLATE TOP OF AB TYPICAL STRUCTURAL SHEET DESCRIPTION S1—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOOTHERWISE C. HOLLOW P. CORE V.VAPOR PROOF H.C.G HDR HEADER W. WASHER IHNSTTJI°RHT INNSULATION WD WOTH OD INT, INTERIOR WDW. WINDOW W1 WATER RO WROUGHT DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBE IN THIS DRAINING SET) ARE UNCLEAR AND PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS IN NEED OF FURTHERDETAILING OR ORDER TO BUILD THIS PROJECTBASEDD ON EXPLANATION IN THIS PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1A—DETAILS PG S3.113—DETAILS CLARIFICATION. PG SNl —DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE GENERATED FOR UNCLEAR ASPECTS OF THE ZEN NSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 W W W.Bbdesigngroup.com L AA #: 0003325 O J 7 N a�s�a W z 4 x musDIv as LAT: ABBOTT PARK LOT #19 BLK #15 PROJECT 04181.00 -19151 MODEL' 4EAB "1672- ARIA" GARAGE STRING: LEFT PAGE: COVER SHEET 160 MPH EXP. C 02 m DA1'E.• 08/31/20 SCALE: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WN013ORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. STIE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 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. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1"MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /WNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUNSING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR F840M 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"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-CIO63.15A AND 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 NTH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1, EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA k: 0003325 P V KK SVBDIV !e wmil ABBOTT PARK LOT #19 BLK #15 PIMOJWTOL 04181.000-19151 MoDEL- 4EAB "1672-ARIA" GARAGE 8WING: LEFT PAGE: GENERAL NOTES %160 MPH EXP. C a(2) 3052-8N a& (2) 3011 -- J111111110 nallsElloElloun - 011l o ,o � 19 - /1 i oillogic alloll'o o - o J - - IN e - - i - -- - - r 01 - � IN �. s CI � -xi G ® I AT ^_, no DOLLARD - AS Ri PER 0 CODE - - •GARAGE no - ooE�__olo n :1 - - - Imalim• - dIm�11o1 lo!Iplio HIl• o1��E���IIo 0!1�10 -0' 1. 4'-4' FLOOR PLAN BCALE= 1/4' " I'-0' IE�EE�EEEEEEI SQ.FT. CALL. S Li 1612 ea FT. GARAGE 432 50.FT. ENTRY 38 ea. FT. LANAI 96 86L FT. TOTAL 2238 80. FT. aallnlelr AID CI.AOD110 wID LOA08 aAeD rl1D E11'OBIIE POR � BLCOID 01A7B OPBg10B 81311E =E 810M71M8DMq IB1118® AIDTITE FOOTAGE MIN. UANDOW 10 5 34/-45 CRITERIA EXTERIOR &J.11i 18 5 33/-43 DR MIN. CRITERIA 8,6D. MIN. 41 5 311-39 CRITERIA *010 OHD. 112 5 281/-31D BASIC WIND SPEED MPH = 160 (Vul!) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=A. EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COYIR OMEOV8111111 C* L. TOP PLATE 0 M BAR DETAIL A SCALE.Il1'.I'_0• ll N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 ass Eli 4n 1W E SUSDIV. Ae LOT: ABBOTT PARK LOT #19 BLK #15 PROJECT# 04181.000-19151 MODEL• 4EAB "1672-ARIA" GARAGE BwING: LEFT PAGE - FLOOR PLAN 160 MPH EXP. C I, DwIUN 08/31/20 B*ErMT Al BLDG. HGT. FYPON LV12X24 OR EQUIVALENT BRAKE SIDING AS SPECIFIED (TYP) 6' "SEP BAND (TYP.) 5'-0' BIG. Fk OPT. COACH LIGHT S'-0' BRG. HGT. eo FRONT ELEVATION SCALE: 1/4 " P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 4' FREIZE BAND (TYPJ 6' TRIM BOARD (TYP) 441NGLE ROOF A8 -0= PYPON BKTIIXPI OR 4B GUIVALENT IM' 4' RAISED BAND (TYPJ AO -mom It V OFF RIDGE T 6 S'-O' BRG. HGT. EIF] EIE 0'-O'FIN. FLR OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE: V4 " 11-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT AREA OF ATTIC 2235 SO FT. NET FREE VENTILATION AREA REQUIRED = 11300 REQUIRED VENTILATION AREA 3111 /300 = "IS VENTILATION AREA%SQ, INCHES PER FT.(144) = 1D72.R SQ. IN. MIN. REQUIRED VENTILATION = .5X 1072.8 IN UPPER PORTION OF ATTIC 536.E SEE, IN. OFF RIDGE VENTILATION MCA . 115 SO IN. PER VENT 536.1 /115 TOTALIOf VENTSREQUIRED = 0..S TOTALI OFVENTSPROVIDED = 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG (EIfERIOR OF WALL TO EITERIOR OF WALL, NO OVERHANGS INCLUDED) 00 -0 ❑ I i �7 TYP. ---'—_—_---' —� 0'-0'FIN. FLR REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 2'-4 ep c0 .9 3p I �TYP. ------------'—'-----------' — - — - — - — - — - — - — ----- 0 RIGHT RIGHT ELEVATION SCALE: 1/4 • P-O' TEXTURED FINISH 8 0�- BIG. HGT. i LOUVER DETAIL _ 0' FIN. FLR. A SCALE: 1/2 " 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 • q yE r Y! 4D 9VHD2V. & LrOT ABBOTT PARK LOT #19 BLK #15 PROJECT* 04181.000-19151 MODZU 4EAB "1672- ARIA" GARAGE 9.r0fQ: LEFT PAGE: ELEVATION "D" %160 MPH EXP. C DART E. 08/31/20 9CAL.E: 1/4"=1'-0" SHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - e 12DV OUTLET 2e AMP SNAILS POLE IIb OUTLET IIBV OUTLET W GP OYRET HIED TO a 4TOW Opt IWV` OUTLET SOLI ED Wal•O PALL hIlOOP R (TAMF4M RESISTANT TTPE) 22SBv OUTLET (4) WIRE CONNECTION i CUTLAT PROOF r SWITCH OUTC44 3-WAY OPER $4 OUTC14 4-WAY OPER WALL FpIMED �J LIDM CEILING LIGHT © LED CLG L16MT ©� LED VAPOR PROOF LOW O VP VAPOR PROOF LIGHT OQ ReCOM CAN eVHIT. PAN I CFM PER $a FT. VEIT. PAN WILIOHT I t7t1 PER OG M. V NXnm (aPECr TeD oY ® T 2's" AN LB I4RM [R8L T ) R (OLkW MT.) AINOOLMD UC 2' R.UOIESCRW W PLWOIEsew p W--�-�e-r 8 4' TRACK LIDwT Q PANEL METER OS.D. SFIL7Q DETECTOR �YIC.tlOEm1I[ B�f WALL MOIMED WATT-a4a[.uP �J SPKq DETECTOR yILySBny� ® B/GO CAIE011 MONOM aN� ° TOR COh100 Mdamm NiER-c 1 m SMALL ON A DISTANCE Q NOT LESS THEN 4' PBOAM LIGHT Ili NATURAL GN . TELEPIIQi JACK U3I WATERNMCTM 72 duWVa 2 .Wy�Ei ARW COMOITIONNO DISCONNECT U�Wen Aw oN . TRIO g�MT TELEVISION JACK CEILING SON OVAIGUMD TO BE SMYORiED N O J•EOX ACCORDANCE BV 11a MAl•4m ACE BRCH PaR Ca&ING LOX CEILING PAN&OW TO N SU PPORTm N ACCOICACE WV BOX MAN= AS MICII FOR manna 24' t4C*4XMCW Liam ami- nno 3a' INCANDESCENT LOOM STRIP nnno AV NCADEOCOW LOW STRIP FLOOD LpMT �a OPT. sac m r 4EYPAp • PA FUSH-BUTTOIN POR ON%* USE, PORT • LOCATION OF TV JAGta 4 PNOE OUTLETS A PAW TO BE YCRIFED a NOI'RWNER PRE -CONSTRICTION Mali • ALL B 4 2e AMP BRACH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PIROVINOPb Q lOCd a1w R]1TION (2av 4 Tee men 29" EDITION. • 2e AMP DEDICATm LAUNDRT CNRCUIT. • GN . ISLAND (NOT ON KITCHEN CIRCUIT) • DISH446HER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM E204"T PAN TO WVE MIN CAPACITY OP SO OCIM INTERMITTENT PER ELECTRICAL P MCVM" OF SECTION M0013 FBOE ATw EDIflON r2enz • LAUNDRY ROOM RECEPTACLE SMALL BE af%OUND PAULT COMMIT-04TERI411PTER PROTECTION PM PERSC"ML ON MORRIS • WIRING METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL P1410"I 'B OP REM atH m (201111 • ALL WORK TO COMPLY WITH ELECTRICAL PRDVISICN6 OF THE PBf7! S111ED r2eM1 • d L LAMM ALL Ee n D 1%TOULCEN AND 1aR d LIGwTNG 1NI6T !r e?cA3Y lRItJEaIT TAP! FlER FllG RNMMY CMWRVAT14N (RYIDRNTIAL ENEMY ERCIRCY) 2eM- MI, SDITJON 11114e4) METER FIELD VERIFI LOC. OPT. " - ` COACH OPT. LIGHT — — ELECTRICAL PLAN SCALE, 1/4' a I'-V' WP Panel MAIN - A PANEL: 8/16 vP crt breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 ADp M.C.B FEEDER: 3. #1 Cu THWN & 1- #6 Cu (G) in i 1r7' C. OR & #K20 AL TH MN & 1-#6 Cu (G) in 1 1r7' C. Win Paw Bkr DOca Bon Wald oirava Clrcult WAM Deco Bm Bar Pole Win #12 1 20 Exted. Rae Web GFl br NO 12W t 3 3 ee N2 2 20 niOatbn Pump tOW ] 4 O 5 5 B d5B0 AIC CU-1 W 2 NO Space I PANEL - A PANEL: 42 crt breaker VOLTAGE: 1201240 V -1 Ph MAN: 150 Amp M.L.O. FEEDER: 3-#1 CU TFM14 & 1. #8 Cu (G) in 1 1/7' C. OR 3-#20 AL TI-M & 1- #8 Cu (G) in 1 lr7 C. WAPit Bar 00son WOW Cava clr t WAW De wi fan W PMC Win #1220 Sma4A i.c. 1500 1 2 W00 Ran1P 50 2 N #1220 Mc—1 Hood GFl 15W ] 4 #12 20 SoMe Appllawe 1000 5 5 4500 Wale Howe 25 2 #to #12 M R . 15W 7 B 01220 R4 Ree .In AFCI low B 10 1M Dls AO I W 1 012 $12 20 BaO GFI Rac cbe 1200 11 12 15W M,1%ash.GFI 20 1 #12 #12 M F ./Hall/ AFCI 12M 13 14 SOW Dryer GFl W 2 $10 N4 15 Gres Room, L.01 & OINn LI s AFCI 800 15 15 S oO 17 1e 1500 Wash.Wl 20 1 #12 #14 I 15 SD&GOAFCI B00 1B 20 1000 0-p Door OW.Gfl M 1 #12 #12 1 1 20 8ed1'2&43/8ath#2AFC1 12DO 21 22 IND & Reeept,110% AFCI M 1 #12 9 ace 23 24 BW aAara Sutts AfG 15 1 114 3ww 25 20 BW Oaeera Bathroom AFCI 15 1 04 27 28 IDDO .9br Doer @I 20 1 H2 s . 20 30 1W0 eon conaobw 20 1 N2 s .e. 31 32 s ce s ace 33 34 s w 3 Gem 35 3e 3 ee 37 ]B S ce a6 2 35 AIC AHUIl (Heater 5 KVA at 05% sin ]a 40 S ce 41 1 42 S ee Lead 9 Set to demand actor e.bulaeonv / 4w 1 15400 27700 Load,.., to demand Actor cakulaBwe / an, mantl Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT NTERRUPTER NC: NCNCONCDENT LOAD CFI: WOUND FAULT NTERRUPTER Tow Md subj- to demand I.I. 431 W Flat /00W wW at 1DO% t00W Remann vaas at40% 1]240 Tow A/C lotl NISI 10%M4dum oath LOAD CALCULATN)NIS BASED ON AC NON -COINCIDENT LOAD Tow Connected Lwd Wawa 33040 Total Am a (veac / 210 aBh 137.7 I I General Lighting & Receptaclee Load Total A/C s an Feat 1872 Oeww Us A ReC 3 W/Sq. ft 5018 Hwat. i ate5W4.i htat1OD% 65 Total OeNrow a & R. (Watt.)5081 Clan# Totalvalls Gonenl Ln 8 R.Pand A 8 835 5051 I I L I LED LIGHTING @ SINGLE LAV. • BATH 02 150 AMP ELECTRICAL RISER NOT TO SCALE. O1INIUM NOTION A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH IBiC11"CAL PROVISIONS Q THE ELL 1L&U4 EDITION 1`20111 LOCAL CODIO, AIND ALL LOCAL POOR COMPANY WOMIRMM M6. B. ALL C:t==OIE SMALL BE TYPE TNFSUTWN UNLESS NOW OTFEMM. POWER COMPA TRAEPOR'IER TO BID. I � I I = L I I o I I I la I Im I f � I LED LIGHTING C DOUBLE LAV. OIINER'S BATH PROVIDE "AV CU, THIN m PO CU N 2' CONDUIT OR 3 AUS AL, TW N . PS CU N 2' CONOWT OR 2,10 AL. &JUt (fCaDUIT TO TERINATE ASOAR SOFFIT a OAERHAN' 1 COMBINATION SERVICE ISO APV DISCONNECT OUTC 4 AND n0440 M M ELECTRIC METER IN I F'�O NEI'IA 3R HICLOSUE PANEL BOAAP son INTERSYSTEM BONDNS TERMINAL AT LOW VOLTAGE CON$CTIONS 1 e4 CU SERVICE GI•CIND CONNECTED TO CONCRETE ENCASED POOTER STEEL PIK ELECTRICAL PROVISIONS OF THE POOR &U4 EDITION (2AM1 D,W' DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA N: 0003325 (141 QS NINE pp •WBI O • � aa�B W 2, BU13DM d& LOT ii ABBOTT PARK LOT #19 BLK #15 PROJECT# 04181.000-19151 MODEL• 4EAB "1672- ARIA17 GARAGE S�IWO: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 2 DATE.• MT 08/31/20 SCALE: 1/4"=1a-0" SHEET E1 00 I I I I I I I I � i I I I j t T r I II I t I O • II 0 I • II I O � -- I II I I u u I � 1 t II I I I @ I I � IVI m mlA iin ~1 ill L N N PLUMBING PLAN SCALE, 1/4 ° I'-V' 11/zL)rl 2' KITCHEN I SIWG uw I IR'� / AUTO VENT 2' V.T.R. '`�I I 1/2' 2' i I 2' 2- I I/2 I TUB I � i l/!• � I I I It, 1 Vl' . r 1 1/2' LAV II 2 I 3' I WASHER 3' LAV. LjfAy I 3' I OHM 3' 2' CA. TO 3' 3• MAIN 4- PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 m � N IQ$JjI L4U13DIV as IAT ABBOTT PARK LOT #19 BLK #15 PROJECT#: 04181.000-19151 MODEU 4EAB "1672- ARIA" GARAGE SlYnNG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C 0. DnmT Al'E: 08/31/20 SCALE: 1/4"=P-0" 8HEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT ,SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL BEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS 1 AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8, ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOOM FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND POO 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPLY--_jI7I y AIR HAIN EVAP. PLA' NOT_ ALL HVAC TO HAVE PROPER PANS W/ DRAINS °RIOR WALL RETURN SUCTION AND LIQUID REFRIGERANT LINES cRIOR WALL PVC CONDENSATE DRAIN LINE SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, A8 PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® 810E-WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK I BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCO45 UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) vSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK SCORIATED NICKEL FIN. FLOOR CO. PLUG BRONZE FL, PL. OR WALL 6' SEE SPEC, 1'-8'X6' CONC. BRASS PLL6 FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS PITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 560M REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC vFLOOR SLAB CLEAN -OUT (TYPN vEXT. GROUND CLEAN -OUT (TY�PN. ■ HVAC PLAN SCALE. 1/4 • P-0' d Ni RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA 8: 0003325 a h $ 5 milli 9VSDIV. Ae LOT: ABBOTT PARK LOT #19 BLK #15 PROJECT# 04181.000-19151 MODEX. 4EAB "1672- ARIA" GARAGE 97RNG: LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C EP DATE-- 08/31/20 SCALE: 1/4"=1'-0" BILMET M1 2X4 TOP PLATE - I -A Y PRE-FAB TRUSS V2' CLG. BOARD 1/2' DRYWALL T'rr SEOJRE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL M 32' Or — MAX FM. FLR. 2X4 WOOD STUDS #24. O.C. SLAB NV I t:.71 UWO IN PARTITIONS SUPPORTING ALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.G. MTYP. INT. WALL ( NON— HRG. ) D1 SCALE: s/a•.r-®• FIBEIWxLASS SHINGLE& OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbJ.1 ON &' O.S.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/e' GYP8l2'1 BO OR 1/2' HIGFI STRENGTH CLG. BOARD OL PER ELEVATION SEE ENE14"Y CODE FORMS INSULATION R-VALUES DEFERENCE STRUCTURAL 0. PER ELEVATION TYP. O.H. R-4.1 INSULATION WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING—� STRIPS M 24' O.G. 8' CMU 1/2, GYP. ILL. / WOOD BASE —� FISERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908JJ ON I}' OAS. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY MYY LOO tr WAWA IGn bM LNI r cm W. MVP. a- W. YOM MAN 2 GAS LINE THRU BLACK exM• w'.r.r FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON j' OA.B. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'-0' TYP. IR• Tmm 2 COAT - FORTLAW Callow FLAaTM AMAW 0"4* LY TO MASOMW D TO FILL psm AL Aa woo ma VlRTICAL TROGIC I, ` rrs DOM s GARAGE DOOR JAMBS D1 SCALE; 11/2'■I'-V' 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA END 2x 8LOCKIN65; BETWEEN TRU88Ea FIBEIHaLASS SHINGLES PER STRUCTURAL DETAILS OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' OAS. STIFF5ACK AT ALL UPRIGHTS SHEATHING OR j' CDX PER STRUCTURAL DETAIL 8 PLYWOOD SECURED PER ®. FASTENER SCHEDULE —PRE-�' WD. TRU88 TYP. MTL. DRIP EDGE J-dO.N. PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS / VENTED SOFFIT SEE ENERGY CODE FORMS FORD INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED BID' GYPSUM \ HIGH STRENGTHCCLG.G. BOARD 2x P.T. SECURED PER STRUCTURAL DETAILS PORTLAND CEMENT MANU ACTOR ION TCOAIED WINDOW ATTACHMENT AS PER DIRECTLY MANUFACTURES BPECIFICATIONB PLASTER APPLIED REFERENCE 1H • H / STRUCTURAL Ix2 P.T. FURRING k� STRIPS M 24' Or — In * GYP. WL. BD. CMU WOOD BASE 0'-0' FIN. FLR,L 0'-C' FIK FLR 0'-0' FIN. FLR 0'-0' FN. FILM L4 n W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: " D NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2:I2 TO LESS THAN 4i2, A 5 1—STORY HIP BLOCK WALL (2) LAYER UNDEIRLAYMENT SYSTEM D1 SCALE: 3/4'.r-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 6 1—STORY GABLE BLOCK WALL D 1 SCALE. 3/4*-1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup,com AA N: 0003325 J MINE � 1pyp � y1Wj ass aUBDiv as LOT ABBOTT PARK LOT #19 BLK #15 PROJECT# 04181.000-19151 MODELa 4EAB "1672—ARIA" GARAGE SWWO: LEFT PAGE: DETAILS 160 MPH EXP. C TGCa 2X* P.T. • C04TM OF DOOR 1 EAOER SECURED UV (1) IQ' X V J-BOLT I V 4' MIN. EMBEDPEW WV 2'X2'X VS'W4 Pt 4Nff OR W/ (2) V2' X V ANC 4OR BOLTS W) 2' X 2' X VS' WASHER t NUT m E SECURE 2.4 ON 'LAT TO BLK R UV MASONRY NAILS. 2Xf GARAGE DOORK SECURED W) (5) 1,12' X V J-BOLT OR ANCHIOR R BOLTS, W 4' MK EMBEDMENT, UV 2' X 2' X VS' WASWR 4 NUT. (W UT14IN 8' OF TOP, (U WITNIN V OF THE D7M, (3/EVENL7 SPACED. R [K R IE R NOTES: ALL AWJ40 S SMALL BE IN ACCORDANCE TO MANFACTURER'S ROTALLATION MMTRICTIONB UNERE aI MIATu)CTIOWS Am! memm 41TNIN"PNT GARAGE DOOR 1 BUCK ATTACHMENT euati In••r-. pi-.7 LA I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR °Yi X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK W/ %- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN B' OF EACH END 4 18' O.G. MAX SPACING \DOOR CASING .DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 11BUDOW TO BLACK + 4 OR +5 4 A SCALE: N,T,S. 2X4• m SECURE TO BLOCK W/ W*' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN B' OF EACH END 4 18' O.G. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%' TAPCON&MIN. SHANK SIZE J45 MIN. HEAD SIZE 30V MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 g• CMU 18' Or- MAX SPACING. 1S' DRYWALL 2X8:m 1'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%. OOR CASING TAPCONS (MIK SHANK SIZE .145 CIA' MIK HEAD SIZE 300 OOR JAMB OR WINDOW MIK EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 16' O.G. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1//2" inl WiDI ION TO BLACK " SCALE: N.T.B. +1-1/2" 2x4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 STRUCTURAL 2X IB' O.C. MAX SPACING. MUST DE ON OUTSIDE 4 2xib'® SECURED THROUGH SECURE TO BLOCK W/2-Il(r' NCN-STRUCTU.AL ')b' TAPCONS TAPCON MR I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE ZOO • CMKI MIN. EMBEDMENT I Y♦') Y� DRYWALL WITHIN S' OF EACH END 4 18' O.G. MAX SPACING. X4' OR I'XV P.T. NAILER 2x8:m ❑��3*(.' SECURE TO BLOCK W/2-21(r' OS$. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN B' OF EACH END 4 MANUFACTURES DETAILS. IS, Or MAX MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4) DOOR JAMB TO BLACK +1-16/1�" C A + -16 1 ALE: N.Tb. 2X4:m SECURE TO BLOCK W/ i(t' TAPCONS (MIN. SHANK SIZE .145 MIN3 . HEAD SIZE 00 ) MIN. EMBEDMENT 049 WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMBEDMENT I Yi) 8• CMU WITHIN V OF EACH END 4 K DRYWALL IB' O,C. MAX SPACING. ❑ VX4' OR I-X2' P.T. NAILER 2XBtso SECURES TO BLOCK W/2-%' CNG ASI TAIRCON (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8. O° EACH END 4 MANUFACTURES DETAILS. IB' O.C, MAX SPACING. -/A NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED),') DOOR�AYBTO rn BLOCKK+221144" E. KT . 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y49 WITHIN 8' of EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEAS BLOCK W/2-%'�-STRUCTURAL %' TAPCON MIN. 1-Y4- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Y4) )f' DRYWALL WITHIN 8' OF EACH END 4 X4' OR I'X2' P.T. NAILER 10' O.G. MAX SPACING. 2XO� SECURE BLOCK W/2-VA' (AMIN. DOOR CASING SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 ATTACH TO 2X PER IS. O.C. MAX SPACING. MANUFACTURES DETAILS. Nm.w wNomm ro PumJ rooN mcm W) DOOR JAMB TO BLOCK +3" E SCALE, N.T.S. 2X4m SECURE TO BLOCK W/ Yo' TAPCONS (MIN. SHAW SIZE 345 MIN. HEAD SIZE 300 MR EMBEDMENT I Yi ) WITHIN V OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2x&4 SECURED THROWN SECURE TO BLOCK W/2-Il(*' NON-STRUCTURAL i(S' TAPCON&MIN. SWANK SIZE TAPCON MIN. 1-Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 B, CMU WITHIN W OF EACH END t K• DRYWALL O.C. MAX SPACING. 2XO: -I-X4- OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-)1(6' 22X SECURE TO TAPCONS(MIR SHANK SIZE UTURAL MEMBER �IL7V(2)12' 145 WITHIN 8' OFEACH MIK HEAD SIZE 300 ND 4 6' TO V O)C. MAX MIK EMBEDMENT I Y4) CASING WITHIN W OF EACH END t DOOR JAMB OR WINDOW IVOr- MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3" F SCALE: KT.S. W + 2x4® SECURE TO BLOCK WNi TAPCONS(MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6•m NON-STRUCTURAL V*' SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4 TAPOONWMIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y49 ' DRYWALL WITHIN 8' OF EACH END 4 16' OC. MAX SPACING. X4' OR VX2' P.T. NAILER 2X&> SECURE TO BLOCK WA-1/4' w' O.S$, X 4' MIN. TAPCONS (MIN. SHANK SIZE J DOOR CASING MR HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER IW O.C. MAX SPACING. MANUFACTURES DETAILS. Nov. w+w xamw ro Puas+ws roo NOf oz�olf•) DOOR JAMB TO BLACK +3-7/16" llI DOW TO BLOCK +3-7 16" G SCALE: N.TE. 2X4= SECURE TO BLOCK VV4 TAPCONB (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN B' OF EACH END t STRUCTURAL 2X ID' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6aml SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TAPCONS TAPCON MIN. I -A' (MIK SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' Cm WITHIN W OF EACH END 4 Y) DRYWALL IV O.C. MAX SPACING. VX4' OR I'X2' P.T. NAILER 2X8>m SECURE TO BLOCK WA 1/4' ' P.T. X W MI•L TAPCONS OOR CASING (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 TTAC 4 TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4" K B +3 31 4' H SCALE: KT . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 401-7744078 www.abdesigngmup.eom AA*:0003325 qY BUDDIV. & LOT: ABBOTT PARK LOT #19 BLK #15 PROJECT# 04181.000-19151 MODEL: 4EAB "1672-ARIA" GARAGE 8WII'TG: LEFT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 23872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FOCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1044L4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1044L3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL36503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-RS MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GL08AL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 22/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-W EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD 51DING 2017 FBCR 12/31/2020 FL70D6.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/26/2020 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003325 m sLMDM de LOT: ABBOTT PARK LOT #19 BLK #15 PROJECT# 04181.000-19151 MODEL: 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C 0. %NO� DAt E: 08/31/20 SCALE: 1/4"= i'-O" SHEET D3 OLR2LD SYMIC.PLA O lPT'r. A M1111E2 .. L cIOAY • Pr. e L pRIASE . Pt. C Ol1'CLD SEwo . R. A 7. UWAM•rr.e ® lR]LD SEwc.R.A �. CRIAN . L CARASE • Pr. c A paw PT. c ovm Pr. • TILL PT. C TOXWE M e`er r K MMT AMM -.— T—,. SEAL. R]LD. CaL bwOff. r THICK D COAT CS SW PLASTER (IRAM4 N• 2 COAT Cw1w PL.AlTER (CMU 013 LAYER Q, FORTPIDER EWLDNG PAPER n1Met a&y) Q KICKOUT DETAIL L. � a WAUR Twit SEAL mwu OR soLOEa oo rnr_fJfJ! ALL El�Eour R.Ae1N6 AT Slorron Q A,Q � SnTWCTKHs WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT I-LASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING F (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774- 4078 www.abdesigngmup.com AA #: 0003328 64 it ep 6 MIN aysDlV. ea I.OT: ABBOTT PARK LOT #19 BLK #15 PROJECT# 04181.000-19151 MODEU 4EAB "1672—ARIA" GARAGE ar1RNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STUCCO FINISH V SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER OJICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (NSTALL PER MANUF. SPECS) BUILDING PAPER — LINDER 'CLICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - , - - - BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH GOAT METAL LATH X-X-x-X 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO STUCCO ELEC. METER INSTALLATION WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-0% MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I I `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM — "- �- "" '�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 01, STUCCO WRAP WOOD SHEATHINCs APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAI EOGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP 03 WOOD SHEATHING WRS LAYER ry, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILONG PAPER METAL LATH IW TEXTURED PNISH • WOOD •PASTEN TO WOOD STRUC7YRA. ME'J'IDER • 1' O:C. MAX w1ce N i' WIDE STRIP SELF ADHESIVE K ASHNG. CLEAN MASONRY BEFORE APPLYNG V FNISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING f MEMBRANE FLASHM APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "I STEP *2 WRB LAYER M, STUCCO WRAP APPLY MIN SEMBRANE tm GRADE 'D' FELT MEMBRANE FLASHING FLA OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP '14 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP $5 STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32760 PH: 407-774-6078 FAX- 407-774.4078 wwwAEMesigngroup.com AA 8: 0003325 m 3 aVHDIV. m IOT: ABBOTT PARK LOT #19 BLK #15 PROJECT# 04181.000-19151 MODEL' 4EAB "1672- ARIA" GARAGE 9WITTG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (IURB LATER *I, STUCCO IURAP) WRB LAYER 02 (FORTIFIBER — — - — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — k 22 1/2 k CORNER BEAD (FASTENER 4 SPACING ® -' O.G.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 1 2 { li 8 J 46 tu f x I eUODIV at LOT: ABBOTT PARK LOT #19 BLK #15 PROJECT/ 04181.000-19151 MODUI A 4EAB "1672—ARIA" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH UP. C U D 08/31/20 ECMX: 1/4"=1'-0" O*MZT WA3 UkDw TRIJOTION v -- om ulooD BREATHING VAMER IVE REATTW R 7 2SI6TIVE 74' X'I BIDM6 IWf IEVEAL / � `r IeNG _A&4rt+ [i STARTER SUMP \ \ �`-C I I \ o.:�v:D rsrs�L 6' BELF-ADHERA4 'WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER MI GALVV "UAL 994k2;&W OR 'iScxo` R / 'ui3cD`n rT r R GAP \ ` / OR APPROvwm WALANf SIDING TO STUCCO BLOCK TO FRAME �� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOW TRIJCTK7N BEYOND V WIOOD SHEATWm WEATHER RESISTIVE BARRIER M i DMIt16R4818TIVE / AI 'NREVEAL OR" \ BOARD 4 BATTEN ice/ FLABNAVG a ­ RMG ' WEATHER RE818TIVE \ BARRIER M / STARTER \ \ BIER PMISTIVE STRIP \ \ \ `FLAGWIINGADNERIN6 I \ \ — — ' dALV'D METAL dALV SWET O W FLA814M HARDIE TRIM PER ELEVATION / HARDIE TRAM PER I ELEVATION ORGAP W,GAIILKt4G �\ o SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION LEGEND DRAINAGE PLANE (UURB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 FM: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 aU13DIV. NI8 Loll ABBOTT PARK LOT #19 BLK #15 PROJECT* 04181,000-19151 HODEU 4EAB "1672-ARIA" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C i WNTTZ: 09/31/20 SCALE: 1/4"=1'-0" aHEET WA4 / - --i---"--- ' 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN r % PEEL 4 STICK 1� j I' —i DRIP EDGE F- ---------------- ------ I/8" i l/8' TEXTURED I I FINISH - WOOD \� 1/2' TEXTURED FINISH a CMU METAL FASCIA \� \ % i WRAP Ya' FROM \ + STUCCO, I' FROM _ / \---------- ---------- ----------- ' WOOD WALL o� /I (FRAMEOR WALL OR CMU) \\\ NOTE: NOTCH FOR 2Xfo \\ SUB BAND ONLY \ ®ELEVATION 1/8' TEXTURED FNISH • WOOD, 1/2' TEXTURED .. FNISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD GHEATHNG x x x x x x OR cm x x WRB LAYER �, x x x x ST =O WRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x -- - BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2x6 SUB DAND � n ROOFNG CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK our x x x x x x x x x x x x x (REFERENCE POINT *' ©Ip L A E ONLY • FOR WALL OFF I C xd SET OF COMPONENTS) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL / ` VNOT INTO STUCCO) ®FLAN A TEXTURED FINISH O WOOD, 1/2' TEXTURED FINISH * CMU N�,,.! 2x6 SUB -BAND W/I'x4' NOTCH tv END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE -ENG'D TRUSS TO BE CUT O WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WA'x4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x �D SUB BAND DETAIL C9) WALL SUB BAND DETAIL® WALL WfKICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY kP1E OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w W f O I n! BDIV. ae IAT ABBOTT PARK LOT #19 BLK #15 PROJECT* 04181.000-19151 MODEL 4EAB "1672—ARIA" GARAGE eVrING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 APH EXP. C 2 D TE 08/3i, sCALE: 1/4"=l'-0" 8FIEET dd H6 4" CONC. SLAB v v _ 3 ``'— — — — — — — FM-12X18 ``N% _ _ FM-12X12 1 - 4' CONC. I SLAB �I IN -n i� 12 x w a0 W *31/2" �I co F-24X24le y a w 2,_6. g, 6. I `.\ ro N \� FM-12X18 ' I PVC CHASE �4" im T, P• TOP OF 1' PVC CHASE SLAB I 4 ` x ` ELEC. 0 ISLAND 11 I� z � I `d • c 1 I I ,.1 I W Y I v EXTEND L-----_ TSLAB 11— E_7 _ _ I' V *6 112" N o i Z 1T-8' 2'-8' 4 > R • i� m I I � � I • I� I I� I� IF- O EXTEND 1,1 2 y SLAB 1 1/2' FM-12X18 I 4"CONSLAB1 VC. I�a V3' I 2 � � FMC-12X18 FMC-12X78 '� 1 7 1 /2" 1.1 4 4 1,1 1 1.1 FM-12X78 71 L FM_72X/8 — — — — — — _1.1 FM-12X12 FOUNDATION PLAN SCALE: 1/4' =1'-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 AINDICATED #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30', #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 630-13/ASCE 5-13, USING: F'm = 1,600 PSI, TYPE "M" OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W 1.4xW I A OVER GENERAL 3 112' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY, MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM.12x18 12' CONTINUOUS 18' - (2) #Us FMC-12x18 12' CONTINUOUS 18' - 2 # 9 9 #51N CURB VARIES F-24x24 24' 24' 12' 2 #Ss 2)#5s -)0'-4- FM-12x12 12' CONTINUOUS 12' - (2) #69 (-)0'-4' TE-1 8' SEE PLAN 8' - 1 # s 1441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M 0003326 y a1 m >SVHDIv. ae LiOT: ABBOTT PARK LOT #19 BLK #15 PROJECT* 04181.000-19151 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED {� — CELL SEE PLAN FOR SIZE AND < 0. CELL SEE PLAN FOR SIZE AND I.� v •.'v d 0 SPACING REQUIREMENTS T ¢ C SPACING REQUIREMENTS _ jI Q w m V W lvs- GARAGE DOOR RECESS cc iL ¢O y Z 8' CMU WALL O 8" CMU WALL AS BAR I ' ° f SIZEEG W B" W Z r-0'-0' ICORNERN FOUNDATION WIME LARGER sl -6WAY 0) ppx m +-0'-0' TOP OF SLAB AT ALL CHANGES IN DIRECTIONS I ... r.1SO THAT THE STEEL REINF. IS CONTINUOUS N TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS •I • I� CURB FOR • EXT. PORCH SLAB ° a. SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1STORV) #3 18' • EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE '- o. (s ..I CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET Z:p. AT ELEV: W/ 1/2' ISOLATION JOINT (WHERE < • •' 6- CHAMFER (2-STORY) #4 24' W/ U2• ISOLATION 4' CHAMFER (I -STORY) 8' CHAMFER (2-STORY) 0'-0' APPLICABLE) z SEE SCHEDULE #5 30' JOINT (WHERE •- • EE SCHEDULE WHEN TRANSITIONS ARE MATE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE APPLICABLE) Z a FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY '• AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 BTALE: 3/4•=,'-°' 2 SCALE: 3/4'=1'-0' CORNER BARS DETAIL DOOR OPENING GARAGE 4 SCALE: 3'4'=1'-0' SCALE: 3/4'=1'-0• LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ led COMMON AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT VERIFY NAILS, 2-ROWS, 4' 0/C BTM. HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN ul I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARNG PROVIDEBLOCKING WALL W/ SYP No 2 STUDS SEE 2' CAPPED > N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE CHOR 1/ASH WEDGRSET BTM. PLATE TO BE PT. W/FLANGE ®BASE ¢ a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP IN HIGH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO G W. LINO PLATE EPDXY 6-1/2' EMBED. MIN. 018' OC SLAB W/10tl MASONRY p G O FOLLOW ALL MANF. SIMPSON SPH4 SPHB MAX. NAIL 16- O/C STAGGERED. co x ¢ SPECIFICATIONS FOR N ¢ BTM AND TOP PLATE LA ADDITIONAL METAL = ID USE AND I ANCHORS WI 10d x 1 1/2' CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4' X 2 1/4' F- PREPARATION OF (7 HOLE. COMMON NAILS FILL ALL N REQUIRED WHEN NO UPLIFT IS PRESENT. TAPCONS r w ¢ HOLES, DO NOT USE 10d W w x 3' ¢ SEE SLAB SCHEDULE ¢ SEE SLAB SCHEDULE a ¢ -0' ,QQQ .TOP OF SLAB=AND TOP OF SLABCHAMFER (1-STORY)6' CHAMFER (2-STORY)ULE EQ. EQ. SEE SCHEDULE SIZE FOR WXD, BAR SIZE ADDING BAR TONTITY AND BAR QUANTITY BQALE: 3/4•=''-°• MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL � p INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE: 3/4'=1'-0' (yy/ UPLIFT) 8 SCALE: 3/4'=1'-0' (NO UPLIFT) SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48• AND NAIL W/ 16d COMMON Ar STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP No 2 STUDS SEE ¢ asy PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO (- BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ ... 6 W m 18' O/C STAGGERED. ADDITIONAL METAL U 4 d CONNECTORS NOT REQUIRED WHEN ¢O to 8' CMU WALL UPLIFT IS PRESENTT.. b Z .0- POURED LINTEL CONT. (TYP.) �: 8- CMU FILLED CELL (TYP.) - - TOP OF SLAB ��•': SEE SLAB SCHEDULE • 2X WALL FRAMING • SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 6• +-0'-0' Z Z - s MINIMUM EMBEDMENT INTO TOP OF SLAB . e• g __ 'ISOLATED' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND a ' CENTERED UNDER WALL AND 16. O.C. VERTICALLY MAX <_ m�-a POURED MONOLITHICALLY WITH ° • • -^- - r FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .:7' FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION BDALE:34'="°" (NO UPLIFT) "' SCALE: 3/4'=1'-0' 1 I SCALE: 3(4'=1'-0' 1441 Ni RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-77448078 FAX: 407.774,4078 www.abdo.igngroup.com AA #: 0003326 fat$ • Q O 1aUSD3[V. a• XJOT: ABBOTT PARK LOT #19 BLK #15 PROJECT 04181.00 -19151 MODELc 4EAB "1672-ARIA" 0ARAOE STIPMO: LEFT PAGE: DETAILS %160 MPH EXP. C DawT A1'E.• 08/31, SCALE: 1/4"=1'-0" SKEET S1.1A d N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA M: 0003325 L4 0 m 0 oil 10 Bulmm. & IAT: ABBOTT PARK LOT #19 BLK #15 PROJECT* 04181.000-19151 MODEIt 4EAB "1672-ARIA" GARAGE 8KING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1/4' = 1'-0' N TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM CLEAN OUT REQUIRED Q FOR INSPECTION ' 0'-0' FIN. FL•a d TIE E ITICAL REBAR - TO HORIZONTAL REBAR W/ 10HOOK BAR SIZEI 48 BAR DIA. Z #3 18' #4 24' O U #5 30. #6 36• #7 42' HORIZONTAUVERTICAL REINFORCING SCALE; 3/4'=1'-0' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8' CMU WALL m `a \—SEE SLAB SCHEDULE ' W BAR SIZE 46 BAR DIA. > EXT. PORCH SLAB 4' CHAMFER (1-STORY) #3 18' UU W/ 1/2' ISOLATION 6' CHAMFER (2-STORK JOINT (WHERE #4 24' APPLICABLE) Z_ ATCH STEEL #5 30' fi'PVC CHASE REINFORCEMENT #8 36' PER SCHEDULE THRU FOOTING #7 42• SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE; 3/4'=1'-0' REINFOEM RCENT PER SCHEDULE NG #5 BARS • • V-0" Eli-. k 1 0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.a bdoslgngroup.com AA k: 0003325 O SVHDIV. & LOT ABBOTT PARK LOT #19 BLK #15 PROJECT# 04181,000-19151 MODEL' 4EAB "1672-ARIA" GARAGE OWING: LEFT PACE: DETAILS %160 MPH EXP. C a. D A E:E: 08/31/20 8CALE: 1/4"=1'-0" 8HEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177'' x 2 7/8' LONG, WITH WASHER W 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE a DESCRIPTION REMARK pj (2) 2X8 BEAM SCHEDULE RRUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE w.H' REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BBI MASONRY 3000 Bxe (1)#5 WA GROUTEDSOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH SUB 3'd (42') PRECAST 2231 W-W (48n PRECAST 198E 4'd (6/') PRECAST ISO S<' (8/') PRECAST 1217 8.10' (m PRECAST 1062 V-V p61 PRECAST 909 Td (W') PRECAST 743 V4' (112') PRECAST 554 lad (12r) PRECAST 476 114- (13n PRECAST 362 1Y0 (144') PRECAST 337 IV414 (16n PRECAST 290 14'4r (16S') PRECAST 279 14'4r (178') P111647A648ED N.R. 1S4' (184') PRESTRESSED N.R. 1T4- (21b9 PIrE8TRF8BED N.R. IV4' (23T) PRESTRESSED N.R. 21'4' (25S') PRESTRESSED N.R 224r P2649 PRESTRESSED N.R. 24'd PlIn PRESTRESSED N.R. Omm0�0 mmoovo� O��Omm 'm�000�0 Imo��i�om sammo�oo mammamm000m mmmmKzmmKrLmOm 0® IMM10i.y D�mO■^...E00 ommoo�!c^'r! 00�0©00 OmmOm�..'T"�1Q1_"f ODmm�mO ��omm�ov o��lmmoo �®000moo 0�000®0 0���000 0000000 000mmoo 000�00 0000�00 D' 10101�®00 �0000000 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ►Mh SAFE GOAD tmw.►e I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH "w I -- I ----_-I LENGTH Tor (42-) PRECAST 1025 1024 1598 T-r (42') PRECAST 4'0 (49') PRECAST 785 783 1309 4'd (4B') PRECAST W4r (64-) PRECAST 592 591 1073 s'd (54-) PRECAST 54' (e4-) PRECAST 411 411 745 64' Wj PRECAST W-10' VW) PRECAST 340 339 618 8-10' (701) PRECAST B4' (M PRECAST 507 721 490 Sd (78) PRECAST Td Mn PRECAST 424 534 383 Td (9D") PRECAST 941' (1121 PRECAST WS 512 230 94' (11n PRECAST 1010 (128) PRECAST 284 401 180 iVd (125r) PRECAST 11'4' (138) PRECAST 200 462 154 11'4' (138) PRECAST 12- (144') PRECAST 244 402 137 170 (i"') PRECAST 13'4- (15n PRECAST 217 324 110 13'4' (10n PRECAST UI'd (18n PRECAST 2o5 293 100 14'd (1S8') PRECAST 14'd (17n PRESTRESSED N.R. 284 91 14'4r (178n PRESTRESSED IV4' (154") PRESTRESSED N.R. 250 83 1S4' (1&1) PRESTRESSED 17'4' PlIn PRESTRESSED N.R. 194 64 1T4' MITI PRESTRESS® IV4• Mn PRESTRESSED N.R. 146 52 IW4' Mn PRESIRESM 21'4' Wn PPESTRENED N.R. 125 42 21'4' PM PRESTRESSED 22-V (254') PRESTRESSED N.R.116 40 (28 2Z-V 41 PRESTRESSED 2-W (288') PRESTRESSED N.R 91 39 24'd (MI PRENTRE88ED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM %AFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE LSNM L;M 4* OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 18-0126.03 -- — — — — — — — — — — — — — — — — ------------m----------------- 8RF14- 1T/0WOB r r a.�..a.a.�... _ ....�:�'r:Q�-aD � '1 I 1 I 1 8 � 1 I 1 1 LL � ml m LIFT BEAM PLAN SCALE: 1/4' = V-0' LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0', UNO. ♦, 1 ♦ 1 ♦ 1 ♦♦ 1 I ,%♦ 1 8F16-lT/0M/0B I 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 wwwAbdesigngroup.com AA #: 0003326 J tY will m aL7aDiv. ae I+OT ABBOTT PARK LOT #19 BLK #15 PROJECT# 04181.000-19151 MODETj 4EAB "1672-ARIA" GARAGE 93WMCk LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 10 I IDA�PE." 08% %20 aCALE: 1/4"=1'-0" 9*1EET s2 #5 CORNER BAR W/ 30• LAP FOR EACHREINFORCING COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4'=1'-0' mmmll NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'xW 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BARING PLACE STEEL HEIGHT. �0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST #5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'x16' 5. COURSE LD THE OF BOND BRLE BOND BEAM COINCIDE WITH A LINTEL THE EAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL BOND BEAM / 1#5 FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. o„ ��O 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. BEAM W/ (8 #5 BAROND TOP OF BOND BEAM •\Q S EACH COURSE p 8x8 BOND BEAM TOP OF • OQ/4�\N W/ (1) #5 BAR .ti; BOND BEAM F FILLED W/ GROUT '(\AO U =UNFILLED GROUT SOLID FROM TOP pA� 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 M/ B 8x8 PRE -CAST CONCRETE p85�F�P NOMINAL LINTEL W/ (1) #5 BAR (L2) PP HEIGHT # OF #5'S, TOP LENGTH OF BAP = WIDTH OF MASONRY 6 OPENING-2' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n THAT XFXX-1TH M10B INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE-CASTCONCRETE G SCALE: 3/4'=l'-0' AND XFXX-1T/O/=B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX-1T/1 WQB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1T)OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3(16 TAPCON OR DRIVE PIN (MIN SHANK SIZE,146 MIN HEAD DBL. BOND BEAM NT I .301) MIN EEND EAND AT LOWER ELEVATION WINDOW 1/4') 8 FROM ACHSIZE 18. O.C. M #5 BAR BENT ASSHOWN EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST 'a i/a' SIZE, 45 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 114") e' 1p, ZIP SILL FROM EACH END AND 18• SLOPE O.C. MAX. MIN 1-1/4' o m EMBEDMENT OPEN FACE SHELL SO 2x8 (MIN 2 X 3) 2-3/16 AS TO ALLOW BENT ALLOW TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD BAR TO PLACED IN UPPER AND LOWER E.300 MIN E NT 1 2X4 SOLID BLOCKING BOND BEAM #5 MIN. REQUIRED IN i14-) 8 FROM EACH NDEAND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7H 6' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 SCALE: 3/4'=1'-0 4 SCALE:11/2'=1'-0' 5 SCALE: 3/4'=P-0' \ PROVIDE 3• DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I ,` s I I SINGLE #5 CORNER A 5 Pip I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BARS), 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 (':�SINGLE LINTEL, MULTIPLE OPENINGS 0 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH:407-7746078 FAX: 407-7744078 www.abdesigngroup.Dom AA #: 0003325 8L7HDIv. & w ABBOTT PARK LOT #19 BLK #15 PROJECT* 04181.000-19151 MODEL' 4EAB "1672— ARIA" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C ommool SEP 10 DATET 08/31/20 SCALJB: 1/4"=V-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8936, .177' ° x 2 7/6' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM Y-O', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = l'-O" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA N: 0003325 auaDty ac LOT: ABBOTT PARK LOT #19 BLK #15 PROJECTp 04181.000-19151 MODELA 4EAB "1672- ARIA" GARAGE OWMI: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C 02 DAJt'E: 08/31/20 8CALa: 1/4"=1'—O" si4EET 16. s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24' O/C, SUBMIT SHOP 'ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }• NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA70 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOFANALUFLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4', HTSM20 W/10 10d TO SHEATHING (12) 16d x 1 NAILS TO TRUSS 10d i NAILS TO 6•, 8' x MAY ADDED TRUSS AND x 2 1/4• FASTENER SCHEDULE' DBL STRAP, 1 EACH SIDE WRAPS UP AND , GI R GIRDER. PROVIDES' , W/ 10d NAILS, 2 ROWS, 3' NAILS, O TITEN 2 ANCHORS TO H RS OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX TO NOTE: A PT SYP #2 2' x 4', (16) 10d x 3 }' NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON 6•, 8' x 4'-0' MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1/4' x 2 1/4' 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4)' z 5' TITEN HD TO CMU AND (12) BOBTITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }' x 2 �° TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3) 18d GALV. COMMON NAILS. ENGINEERED WOOD B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH tx2 SECURED W/ 10d TRUSSES 0 24' O/C, 112E 2x WOOD FASCIA (2) e x 5' TITEN HD TO CMU AND (18) SOS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3' TO GIRDER 12' 0/C FOR REVIEW 2x SECURED W/ (3j 18d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2)? z 5'TITEN HD TO CMU AND (18) SOS }' x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12. O/C SEE SCHEDULE SOLID, 8- EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 1- 770 LEIS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEIS (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 ANHOS MIN, C2' C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2' COVER & APRART REPAIR OF MULTIPLE TYPICAL TRUSS/ is lb lc 34=,'-o TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR CAL GIRDER CONNECTOR(S) 2a 2b 2c S�� "—'`° SCALE:34'=1'-0' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4' T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d - EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. I ACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING LSTA1220 GAUGE SEAMS) W/ 10dxi/2 HOG NAILS 0'-0- TO 30'-0• (1)'X' BRACE EACH END. TOTAL OF 10 30'-1- TO 60'-0 (3) •X• BRACE SECURE 2x8 PT, PLATE (1) •X' BRACE 0 CENTER TO BLK W/ 1/2" DIA. FLOOR (2) -X• BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' �pffGIRDER 6'-0" MAX (W/1 X4) FROM CENTER TO END. WASHER SET IN HIGH y2R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6• 77 * SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. PER ELEVATION rL 11 k-I.4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE STIFFBACK (AS PER 0 C. MARE w/ 12d`a 8' 5/8' GYPSUM BOARD OR 1/2' HIGH PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CBOARD N 4 U MAY NOT BE (2) 10d's Q EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) L� ¢ d REQUIRED TO BE INSTALLED 16d TOENAILS 10'-0' O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8' A.B. WITH BTM. CHORD OF MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2.1.T NAILS TO POST., BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING, SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD, ' 1x4 BTM. CHORD BRACING 6'-0' 0/C END WALL OR OTHER < MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF • < �. v . o. 10'-0' O/C MAXSECURED W/ (2) 10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END INTERSECTION TYP, 7 BTM. CHORD BRACING 6 PRE-ENG'D TRUSS SCALE: 3(4"=1'-0' a. ��GIRDER/WOOD POST CONNECTIONS L 'e J SCALE: 3/4'=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE `* scALE:314•=V-0' (NO UPLIFT) NOTCH DEPTH I/4"D HOLE EDGE >5/8' USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2.15'0 SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE - THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'0 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 1/2'=1'-0" SCALE: 0� 1441 N. RONAL.D REAGAN BL LONGWOOD, FL 32750 PH:407.774.8078 FAX: 407-774-4078 www.abdeslgngrGup.com L AA N: 0003325 JW � t 6J8 O � m SVHDIV. Al. LOT: ABBOTT PARK LOT #19 BLK #15 PROJffiCT# 04181.000-19151 MODEL. 4EAB "1672— ARIA" OAP..AGS aVIING: LEFT PADS: DETAILS %160 MPH EXP. C 02 Rd`A A AeoU"CRA L AR NO W70 DRMT -I ATE: 08/31/20 SCALE: 1/4"=1'—O" SFISST s3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAL. BRACE TO COVER 5 TRUSSES) U-0- TO 30'-0' (1)'X' SPACE 30'-1' TO 60'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS (1)'X' BRACE 0 CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END, UPRIGHTS OVER 4'-70' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. All ix2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24' O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 72. 0/C AND APPROVAL SECURED W/ (2) 12d's 4 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN BCALE:a4�r-o VTCR SPACING (1) AT EA AND 6-0" 0 PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES MAX AT FIRST TWO BAYS 4'-0' O.C. (AT 0 SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24. O.C. 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1Y2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH�li. STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's W O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 V ba3 a A 9P I LJ SUBDIV. As LOT ABBOTT PARK LOT #19 BLK #15 PROJZCCT# 04181.000-19151 MODEL.• 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 0, 2' q�E.• 08/31/20 SCAZA: 1/4"=1'-0" BHEET S3.1B • • ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 10 ZONE 1 =23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A'-4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16- O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. WS CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2' 0.120' 170,000 RING 18-2RINGS SCREW SHANK ER NCH) I 8d SCREW SHANK 2 1/2" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEAT I1140 USE 1/2" CDX OR 7/16' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS ® 4" O.C. .. TOP & BOTTOM EDGES .. Z Z 0 � W C ILL Z Z _ � V O 2 ® q . Q Z j . S Y 2 ' N C7 . (D J Zw 7 L5 W Y Q =U Tn Q L7 a Z OD ' J Q Y Z Q W 2CC 3 c0 w W �< o m W a TOP CORD BLOCKING AT W O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS Glll1F CLJFAT411Nr ---_M' ,1 BUILDING ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 W O.C. IN FIELD ` C8d RING SHANK GUN NAILS 0 12- O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.S FIELD J\ TYP, 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROWDE6%A6t ENTRAINED CONCRETE EXPOSEDTO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017. ft EDITION ALL EXPOSED EDGES OF CONCRETE ARE 70 BE CfWMFERE03/1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 6.13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER AL.SLABS-ONC�ItOUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALEDWITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT `RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, sth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES 70 INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED S-O' OC EACH WAY. ' TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. E O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. E DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE DESIGN NATIONAL TM, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL UWITH STANDARDS FOR METAL-PLATE-CONNECTED-WOODTRUSSCONSTRUCTION:, AND TPIM/TCA SCSI 1" D AN ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pet ANDREVVERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 PEI TOP CHORD -non-cancumnt TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 26" #6 BAR - 36" W. WOOD TRUSSES. 10 pst STM CHORD-non-Doncurml #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADOMONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16 pal TOP CHORD p TOP CHORD (7 psf w/ ASPHALT SHINGLES) (1 a w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 p l B t 0 BTM CHORD 5 pal BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH ApSfD DEAD LOAD TO RESIST WIND UPLIFT; 10psi MINIMUM 101NCH NOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED =1R2017) MPH S- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING EXPOSURE C. RISK CATEGORY Iq INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMITED UVE(ASCE BIT BLE(FBC ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) STO DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE : 40p NTS: AND DECKS: 40peF, OUAgDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 60pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 60psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY, PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 630/ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE F. = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM SIT WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' "M' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1667. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WFTH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36 F 36 ksl FOR ANGLES PLATES AND W SHAPES STRUCTURAL TUBING SHALL BE ASTM A500 CcAnc G 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX 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 301 AND ASTM C94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 18 BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS OEPOSI1fD IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBNTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE E WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1.112" FOR 45 AND SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314. FOR SLABS, WALLS AND JOISTS i-iR' FOR BEAM AND COLLMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Y= Fy =48 ksi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 k8l, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATpN 911E TYPE &PACWO REMAfMS APPLICATCN SIZE TYPE SPACWG REMARKS I PTFURPJNOTO CASEHAROENE- GA -DOOR BUCK I/A•DIA. TAPCONMASIXJRV 1112'EMBED., A'END 019T., MASONFTICONC. IUIL 11/Y LONG. S O� TO M/SONRYftbNC. NO WASHER FASTENER I,_ R'EDGEDIST. SGD.AL.EXT.DO CASE HARDENED COIL e'O/C WINDOW/DOOq/fA9TENED OAMGEDODRWCK 1R'DN. W/ E%PANSION BOLT 4•EMBED., 4•END DST., 1. SEE NOTES NALI-LONG. STAGGERED INTO MA90NRYA:ONC. TO MASONRYA%X2C. WASHER 2A'QC 0•EDGE DST. WINDON SUCK CA9EI-ENEDCOLL e'OIC WINDOWA%JOWFABTENED -AL srPAPro CONTACT THIS ENGINEER FOR SPACING I Z PT, SEE NOTE4 NAIL 11?LCNG. STAGGERED IN To M0.9gJRYA;ONC. MASONRY/cow, REQUIREMENTS EM. SWING ODOR (2)3�18'DN, APCON' I12' EMBED, B' END NG40EARING W000 I/2'° E%PANSION A'EMBED. A'Er0 SUCK 21 PT, SEE NOTE C NO WASHER ASTNER 18'OC 019T.,11-DGE DST. CONC. SLAB W/WASNEP BOLT DUST., 3'EDGE DST. 2x PTWINDOWBUCK O.I3a°PAT R2IPo' 0'CA: A• END. DST., I I2' PTTOSTEELOM. SEE W/WASHER STAGGERED EDGE DIST. NOTES 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 _ J y4� C >lVBDIV. & LOT: ABBOTT PARK LOT #19 BLK #15 PROJECT# 04181.000-19151 MODEL: 4EAB "1672-ARIA" GARAGE BWING: LEFT PAGE: DETAILS 160 MPH EXP. C -• _• • • 'K I DAB"" 08/31/20 15CALE: 1/4"=1'-O" a1-KEICT S N1 r