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HomeMy WebLinkAbout38255 Sonnet Landing Ave4r 99 99 16724EAB-ARIA - -1 ALL 4�': AUNC CODE'z NATIONA,�' AND THE C ORDINANCE$ HOMES REVIEW DATE CITY OF ZEPHYRHILLS PLAN EXAMINER - 1 12602 TELECOM ORIVE, TAMPA, FL_ 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -MMM MMDM CMI, Rimmmul, ABV. ABOVE LAV. LAVATORY DAK71EI DESCRIPMON 7TH ZDff= (2020) -AM 1D= •MD SM CODES A/C AJR CONDITIONING LUM. LUMINOUS A I ADJUSTABLE MC� MEDICINE CABINET ALT. ALTERNATE MFR.MANUFACTURER CDT ft" ARCHITECTURAL SHEET # DESCRIPTION OM/0 296 WC WDATE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - REMEIM1144 GROUP R3 -CONSTRUCTIONTYPE - VB -ig. DITERIOR FM - CLASS B AM AMPERAGE m MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE M MOUNTED CAB CABINET M METAL CLG. CE LING N.T.S. NOT TO SCALE PG Cl-COVER SHEET PG GN- GENERAL NOTES ev" F CDs RE-16OWD FOOTING IwAsm PERM 02011% PLAN-MANTENANM TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC IMD SPEED - Vult=160 MPH Vasd=124 MPH EXPOSURE -C I -STORY RESMENCE - -2-STORY PMENCE - MA RIGHT AS PER LOCAL AND STATE CODES CLR. CLEAR G.C. ON CENTER CONC CONCRET PL PROP TYLINE C CPT CARPET P'B. PUSH BUTTON .I CERAMIC TILE PH, PHONE D, DRYER P I. PLATE DBL DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR D A. DIAMETER P T PRESSURE TREATED PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN P1-PLUMBING PLAN CS/M I REVISED LINTEL SIZE AT FRONT MM DOOR ft4M ADDED LED LIGHTS * KITCHEN I DATI4110"PERPMAW Sam V1r," ADDED STONE OPTION ELEVATM V 4 V ----- - 16/26ft ADDED OPT. 8'-& CELINS HEIGHTPG DIM, DIMENSION R. RISER D SP. DISPOSAL RAD. RADIUS D, DEEP RAG. RETURN AIR GRI DR. DOOR REF. REFRIGERATOR LL D.S. DOWNSPOUT RM. ROOM DTL DETAIL R.O. ROUGH PINING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH SMOKE DETECTOR ELEVATION E Ev. S.H. SINGLE HUNG EQ. EQUAL SHT SHEETPG PIG Ml-MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL WA1-WALL ASSEMBLY DETAILS mMWW REPLACE UOP 024=016 WITH SfV&ON C4NINECTORB -STATE OF FLORIDA PROFESSIONAL ARCHITECT: I ROLAND A. ABOUCHACRA SQ.FT. CAW.-S 041WO OPT. V-10'CL& 14T. ELEVATION V- FIEVISED, WISW OF ARC"Y VVMI MV MC LMATE UYING *12 Ste. Fr. GARAGE 432 Sa Frr. 38 so. PT. /21 ADDED GMT DETAILS AR No. 93723 LANs % Sa PT. TOTAL 2238 15a E XT - E LIST SHTHG. SHEATHING EXH EXTERIOR s SHOWER F F.G.X FIXED GLASS SfNL SIMILAR FUEL GAS SL. SLIDING PG WA2-WALL ASSEMBLY DETAILS PG WA3 -WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. FrN. FINISH S . OL. SLIDING GLASS FUL FLOOR STD, STANDARD PG WA4-WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FLUOR FLUORESCENT sws SHEAR WALL FR. D. FRENCH SECTON FIG RFOOTINGDOOR TEMP. TEMPEREDIGLASS GA, OAUGE THKHICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB PG WA6-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 O.F.I. GROUND-FAUTOP. TOP OF PLATE INTERRIJ TERLT CIRCUIT T.O.S. TOP Of SLAB 0 GLASS TYP TYPICAL STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN PG SlAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS 0 . BD. GYPSUM BOARD U,N.O, UNLESS NOTED H B HOSE BIB OTH ISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR- HEADER W. WASHER HOT, OR FIT HEIGHT W/ WITH INSUL. INSULATION W . WOOD INT. INTERIOR W" WDW. WINDOW ATER HEA TER W.I. WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUWER ASSUMES AM IMBUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. UP MY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SM An UNCLEAR AND PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS IN NEED OF FURTHER DETAILING OR EXPIANATION IN ORDER TO BUMD THIS PROJECT BASED ON THIS PG S2.2A-SAFE LOAD TABLES DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BURDER TO SUBMIT A WRITTEN R.F.I. (RzQuLcrr FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3-FRAMING PLAN PG S3.lA-DETAILS CLAMCATI[ON. PG S3.1B-DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SN1-DETAILS RN's IN VItrIT&DRAWN FORME IN A TaMY MANNER. AB DIS GN GROUP TAUS NO PG SDl-SOFFIT DETAILS RRSPONSIBIUTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RIPI'm HAVE FOR UNCLEAR ASPECTS OF THE U=GENERATED TR C770MM ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd'esigngroup.com AA #: 0003325 I I I I I I it E otmDrv. & =N ABBOTT PARK LOT #18 BLK #9 IPIRO'T 04181.00618091 I MODEU. 4EAB "1672-ARIA" GARAGE BWING- LEFT PAGM COVER SHEET k,.160 MPH EXP. Ce GENERAL WM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FSCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF AL 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 3/8 INCHES 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 hW NCH GYPSUM BOARD OR EQUIVALENT. ffmyOIaL 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8, EXCAVATIONS TO BE A MINIMUM OF 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.' 7� 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 ROOFIWAL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PL111BMs 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 W AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTEI00 WML100111811IM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE L7L19UOR F!!F� 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2- THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. M REEWANr OONS1TRUC110N UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7, EXTERMCBMIN 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) . COIg7RUCT10N O!/NNATTON CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. L911EItlORIIOPPTti 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE: 12/10120 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-0078 www.abdaelgngroup.com AA N: 0003325 F stem v dak LOT: ABBOTT PARK LOT #18 BLK #9 PROJECT 04181.006-18091 MODZU 4EAB "1672- ARIA" GARAGE 9WING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C DATE: 06/14 191 SCALE: 1/4"=1'-0" 8*11un GN lel� (2) 3m82-OH 6/.�Q6G (2) 3082-814 -- alOINNio oNNNppIppllo � ��oll�lllo a no o -- � 11 II r � o IN� a o INNNN o i C i � � O LE 2m,i FLAT HOR \—MMLARDf+, MIA m n: i �i i. ow _ i on o1NNINNIIo In _ oJlllo 011'n o+po IN'a all FLOOR PLAN SCALE, 1741-m ,uuuuuNl �l/3�yiG4/�ILI3! SQ.FT. CALL. 9S LIV1612 80. FT. G41iAGE 432 80. FT. ENTRY Be so. FT. ING LANAI 86 SQ. FT. TOTAL 2238 SQ. FT. CCIfGIB1TN0 CLIDOIgM/D LONDB 61eC MID Eli'OasE R11i16001D oars OIE111� ND TIME lam FOOTAdE zoo MIOWHVWNW FORM MIN. WINDOW IV S 34/-45 CRITERIA EXTERIOR SWING 18 8 33/-43 DR. MIN. CRITERIA 63D. MIN. 41 6 31/-39 CRITERIA 16010 O.HD. Ia S 28.2/-315 12'xl2' SOFFIT 1 S 313/-49.8 BASIC WIND SPICED MPH ® 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II. EXP.-C. MEAN ROOF HT. 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONIMILDAISOYbYfI C �_4• TOP PLATE 9 �n A BAR .DETAIL B HD NOTE, HEADER FINISH TO IE PER COMMUNITY STANDARDS NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR 1W RETURN PLENJ1 AND RETURN AIR GRILLE - VERIFY C40NP04SER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (38 MM) IN THICKNESS, SOLID ORHONMYCOMIB-GORE STEEL DOORS NOT LESS THAN 1 3/8' (38 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 w ;hdaslingroup.— AA #: 0003326 1 js 8tn3DIV. & LOT: ABBOTT PARK LOT #18 BLK #9 PROJWTIV 0418 ,00 —18091 UODau 4EAB "1672—ARIA" GARAGE AWING: LEFT PAGE: FLOOR PLAN 160 MPH Ey. ./-18'-0' BLDG. HGT.$ _---- b' RAIBED BAND 4' RA16ED BAND OPT. COACH LIGHT BMW FRONT ELEVATION-C n 8'-0' BRG. HGT.4 - LAP 61DNG A6 �,-8FIECIFIED ITYPJ 4' FREIZE BAND (TYP.) b' TRIM BOARD /TYPJ __ 8 ®� BR . HGT. 0'-0' IBRG. H-*t T1T. lb'X62' DECORATIVE 6HUTTER 4' RAIew BAND (TYP.) ,i0'-0� 0'-0' FIN. PLR OFF RID" VENT OFF RIDGE VENT LEFT ELEVATION-C 6CA1.E: 1/4 # P-W TEXTURED FI 18H OFF RIDGE VENT OFF RIDGE VENT iq 0'-0' FIN. FLReo --- --------------------------- ------------- RIGHT ELEVATION-C 1/4. P-01 1sxnmD PINIew t - OPF� T b AREA OF ATTIC = 22355Q. FT. NET FREE VENTILATION AREA REQUIRED = 31" REQUREDVENTHATONAREA = 2235/M = 7.45 VENTILATION AREA K SQ INCHES PER FT. (141) = 10718 SO IN. MN, REQUIRED VENTILATION = .SK UMLS IN UPPER PORTION OF ATTIC 5A4 SOL IN, OFF RIDGE VENTILATION AREA 115 S L IN. PER VENT 5364 /115 TOTAL#OF VENTS REQURED = 4.E6M TOTAL# OF VENTS PROVIDED 5 'AREA OF ATTIC ISTIE IATRR PEROi TIE HOIISf. LESSTHEOVERIHANG IXTERIOROF WAU.TO E%iER100.0F WALL, NOOVERHANG S INCLUDED FLjME. isFol ■ v REAR ELEVATION-C SCALE: 4 • I'-m' TEXTURED FNI6H 0-� 0 Btx'- HGT. _0'-0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6070 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 lift S § J > B F ABBOTT PARK LOT #18 BLK #9 PROJECT 04181.00 -18091 xopmu 4EAB ii1672-ARIA7 GARAGE awaTG: LEFT PAGE: ELEVATION i'C" 160 W E C ELECTRICAL LEGEND SYMDOL DEFINITION NOTES —e usv ountr 2e ANT *bma FOLD nov oun.nr WV CUM ZT N OFTITER AAI® ToWATCH WN NOV OUTLET � mr T'TM 220V OUTLET (4) WAR CO1040CTIO4 -RI- Ilr OR. WATIMPNO r TrtLR aROUNP MY.T onwowr N! 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OP COACW LOW ELECTRICAL PLAN /4 • I -ID 1 � I I I I I to I I L I I � I I / LED LIGHTING ® DOUBLE LAV. 150 AMP ELECTRICAL RISER NOT TO WC" A. EL*CT1eCAL MAMMALS Alm NRALLATIONa SHALL GOMIPLY OATH 6etMI CAL PROV061" CP THE IDC�'tlH @�j0a00DeW MD ALL LOCAL P�dllR IL ALL CONDUCTORS SHALL RE TYME M44M NAIN RlLla/ NOT® OrAme . MROVM NO AMAW, 20040 YMT. I PNLAWE aICTmARi R.00ntl -4L a/RVIOL rlwv CAA 3 4 COPPER !Gu N I.V2' DM 604WX .E AND PVC CONDUIT OR PROVDE 3 9)O A10TW9 (A) N 2" DU aCili)ILO WO PVC CONOWt UHLla/ alevm IS F71IDVDED OY Tii ROCReo CCM"W. COORDNATE ON 11-E ELECIONC COMPANY PRICK TO no. V-3' V-3' \\ I I L i LED LIGHTING CU SINGLE LAV. 7W n PRovice "NA-7 C"b"TION aaRvae Doclawsaf WATCH AHD M ■JECMA C ME1l" N tam m le4joll E Knouvrom Te1WINAL AT LOW A�tl VOLTAO! 00*1=1IONa 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L_ AA a: 0003325 Y 14 AN WAS StMDrV. &A L07.4 ABBOTT PARK LOT #18 BLK #9 PROJECT 04181.00 -18091 MODRU 4EAB "1672-ARIA" GARAGE OWDIG: LEFT PAGE ELECTRICAL PLAN 160 MPH EXP, C PATlL i� CAeLO TOLOYRION '� 1 �urtme � sow=11 NO 1 •4 GI WA6MICE ORTWD COIWNCTIm 70 CONCRETE ®4C4WlD FOOTER WTIIeL roe RiGTRICAI FlAOVINONS OF Tli FI3l! TTIJ !GIIloN.l7lZll ►/S" DIA X S FT LOW COMMON CLAD ORCIAm ROD D == 06/14/21 SCALE: 1/4"=1'-0" SHEET E1 II I I I I I I � I I I I I in r LS 01, O X-m II I II II u II II II — e H 2'-9'-1, I I 1-0 I ;� N I 0 hl PLUMBING PLAN CI1/2' is ^J PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD.'I LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 J r evHa:v ea :,oz: ABBOTT PARK LOT #18 BLK #9 PROJECT 04181.000-18091 scoaETe 4EAB "1672—ARIA" QARAGE 8WIN4: LEFT FADE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS &HALL. SE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS PAS t MASTIC. AND INSTALLED A& PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IM CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SWAW NET BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY 6EW+ER VENT OUTLET B. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER POO MU EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL ISE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOVERS, SPAS AND SIMILAR BATHNG FIXTURES 814ALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH RDOMB, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL. AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS &HALL HAVE AN APPROVED FIRE OR FIRE/BMIOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS &HALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL 15E PROVIDED WITH BALANCING DAMPERS. 1L DRYER BOOSTER TO 15E A PANMC 4 DEP BOOSTER PAN OR EQUAL FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET UATH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR 000 0 CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA68-THR) AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PAN& W/ DRAINS >TTIC CEILING EXTERIOR WALL SECURE STRAP PLENUMy AIR RETURN TO CONC. W/ (2)-3/16•X2' TAPCONS CpNpENggR WIT SIMPSON WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REPRIGEwwT LINES AIR HANDLER y EXTERIOR WALL 4' CONCRETE &LAS ICI V/4' � MT� UNIT R� (2) y 3/4' PVC CCNDEN&ATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LIDS BELOW SLAB CONNECTION TO PAD T L�RIGERAN,TLINES TO PLATFORM RETURN CONDENSING WIT NOTE, MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • I2' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FSCR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3M2A HVAC DRAINS SGORIATED NICKEL COUNTERSUNK FIN. FLOOR C.O. PLUG BRONZE PL. PL. OR WALL I -6 � SEE SPEC. BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K J06AM 36000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC nFL001R SLAB CLEAN -OUT (TYPU FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (T HVAC PLAN 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #l: 0003325 lit p o ABBOTT PARK LOT #18 BLK #9 PRAJ=T 04181.00 -18091 MoDnu 4EAB "1672-ARIA" GARAOR MWVZG* LEFT PAGIB: MECHANICAL PLAN 160 H EXP. C 2X4 TOP RATE 38,TORH V2' DIlYUILALL 3/eTOP cHwa�.L r2& PRE -FAD TRUSS r3A J eawaR MAD w TW17K 3 OG,7 rcmum IIY CLG. BOARDFLAWISM APPLED611RACT RAL Rae I/2' DRYWALL 2* PT C!'@R ROTE: STUDS IN 3 SW OR & 9/D' METAL STUDS MA°O�r � 2*PTFAGI� TD++LL 24' OG. 20 GA METAL TO BE COLL Al MR PARTITIONS SUPPORTING INSTALLED IN WALLS v2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 &ro' OR S ro.w. APPROVAL Raa GABIHETB AND TI$/&FIOUb'R 2&. �� d1C1al! Roo 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL GA METAL TO INSTALLED C*IAN EL (28 MATHM omtll� LONGWOOD, FL32760 CABINETS SHALL BE NOT N ALL OTHER WALLS. STUD& GA.) SECUPWID w �M A PH: 407-7748078 TO BE &PACED IS' O.C. AT 2ND f newa�+RlRsrw LESS THAN 2x4, WHERE TOCONC Doaeruarj FAX:407-7744078 FLOOR WALLS ADJACENT TO av o�Lv. aTnL 2x4 UIIOOp SPACED NOT MORE STAIR WELLS AND BATHROOM PAP FLOOR� 9/4' va �. T4CK eRygmTa www.abQeslgngrouP.can MATESECURBt eTUDe 02W THAN V O.C. OR, NOT � e Wl TILE FINISH WOOD FLOOR WWD w. wwwo J" rm PLATE TO SLAB AA N: 0003328 Wt 04 MASONRY °� LESS THAN 2x6, WHERE IW V4' IUOOD APPROVE VWU S� oveseaD DooR NAIL • 32' oc. $PAGED NOT MORE WOOD BASEBOARD SCREW ��� R>ffi my Mr.TRAac by onmu MAX THAN 24' O.C. . rlioouc7- aa�a RDCM APPROVAL IM& RIN. FLR FMISFH FLOOR 1—STORY TYP. INT. WALL 2 GAS T1�ty alocx a GARAGE DOOR JAMBS C)TYP. INT. WALL (NON—BRG.) METAL STUDS NON—BRG. '1� D1 SCALE I I/2'=r-0' 1A 21 SCALE, 3/4'.P-0' D1 SCALE, W4'.I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 OFF 24' OZ. MAX. WITH LNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER PBCR 908.1.1. FIBERGA.A68 SHMGL.ES AS PER PBCR 9081L • EA END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEAT14M 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNI 4 FIBERGLASS SHINGLES AS PER F$GR 908.LL THICKNESS AS PER PER STRUCTURAL DETAILS WITH UNDERLAYMENT ENT ROOF R SHEATHING SWEET SNL SECURED PER SECURED PER AS PER FBCR ` D.U. THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE ROOF OHEATHMG SHEET SNL THICKNESS AS PER SIECAIRED PER a IFFBACK AT ALL UPRr_4M SHEET ON1. SECURED /S' GYP&" BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER STRENGTH CLG. 2x FASCIA PER M9 PRE -ENS U0. TRUSS a 2x FASCIA PER 4A BOARD REPIERENCE ELEVATI" O. ELEVATIONS W STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT 14 PRE-ENIG TRUSS SEE EPEI4sY CODE FORMS PRE-�TOW"TM WALL SHEATHING CONT. 2x RAT RUN SECURED PER � O NSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL 8HEATHMG Z MTL. DRIP EDGE RE�RENCE STRUCTURAL MTL DRIP ffDGE SEEINSUERNE CODE PC" FOR SHEET SNL SECURE PER THICKNESS AS PER PER ELEVATION FASTENER ON 6NEET 8N1 PER ELEVATION F7ENER SCHEDW.E 2x FASCIA PER Typ. 2x FASCIA PER ON &HEFT &N1. ELEVATIONS O,N, ELEVATIONS PItE-ENG. GABLE TRIM 8/S' GYPOII'1 BOARD OR 1/2' R-4J M6UL ATION HHK�H STRENGTH CLG. BOARD PRE-E CL GABLE TRUOO VENTED VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENTAS PER MANIPACrURES DEEP SCREED SPECIFICATIONS 8x PTRLCTURAL DETA.T. 8EcUREo ILS 2x P.T.SECURED PER I R-4.1 INSULATION STRUCTURAL DETAILS I I REFERENCE 3 WINDOW ATTAGFMIEdT AS PER OTRUCTJRAL MANII=ACTURES SPECIFICATIONS Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' Or— In' THICK 2 COAT PORTLAND a b12 P.T. FURRING �: ®CmCEMENT PLASTER APPLIED STM Or- ,BD 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED in, GYP. WL BD. DIRECTLY TO MASONRY 1/2' THICK 2 COAT PORTLAND CEMENT to, GYP ILL , Cm DIRECTLY TO MASONRY W0HAS OOD E PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLR j — — 0'-0' FIN. FLR LR 0'-0' FIN. F `` — — 0'-0' FK PL.R .. .. �, : e. ' • ROOF SHEATHING THICKNESS IS ... ; ;, ROOF SHEA HI b 18 T . e ENGINEERED PER ASCE 1-16 IN R ASCE�- IN n EWB NEERED PER ACCORDANCE WITH FBCR 2020 .. ACCORDANCE WITH FBCR 2020 + 1TH EDITION, SECTION R301.13 •.,; + 1TH EDITION, SECTION R301.13 AND 1609.9.1. AND 160"J. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION B B NO OPENING NOS NO OPENING_ NOTE - ; METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE 19LJHDN U!a LOT: ABBOTT PARK LOT #18 BLK #9 PIROJWT 04161.006-18091 MODEL: 4EAB "1672—ARIA" GARAGE 79WDM: LEFT PAGE: DETAILS 160 H EXP. C 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, IIVW-P-0' UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'"r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR IQ V WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 34 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 TYPE If OR ASTM D486S TYPE III TYPE II OR ASTM D486S TYPE III 1 n OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. / D i NO / DATE 06/14/21 SCALE: 1/4"=1'—O" SlEm T D1 Tim 2X6 Pt. • CEMRER OF DOOR WAOM SECURED WV (V V2' X S' J-DOLT IW 4' MN EMBEDMENT UV 2' X 2• X V6' WANCR 4 NIT OR IW (2) V2• X 6• ANCHOR SM76 IW W MN E'EBM EN W/ 2• X 2' X LW WASHER 4 NUT- 7�—zM1L�LJr_- w_--0ti - F O I TO OL.K IW V4'TAPCONS I V2' Wam. 6' OL', 4' ENDOWTM I W. EDGE DIET. 0 0 X 2• X IA' WA6FlR 4 NUT. (1) WTNN S• OF Tom (I) WMW4 0 OF THE sin O (e)EVENLY SPACED. NJ for NOTES. ALL ANCNOIM SHALL BE N ACCORDANCE TO MANrAGTUR111" INSTALLATION INSTRUCTIONS WNZWE SUCH NS11tll=" ARE MORE WRNGE4T GARAGE DOOR 1 BUCK ATTACHMENT 4 IIY.M1 6' cm W* ORYW ILL Iwo P.T. OR s)4'x4• MN SECURE THIN FRAME: 4 a VX4' EMEND 1-VW INTO P.T. NAILER BLOCK WV 3A6' TAPC40N6 DOOR CA6MCa MN SHANK 6UE J45 MN HEAD SUE 30O MN EMBEDMENT I-V4' UT" S' OF EACH END DOORJAMB OR WINDOW 4 IS' OG. MAX SPACMCs ATTACH TO 2X PER MANPAC7UW6 DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +6/4" A A To BLOCK +9 +6 " 2X4. m SECURE TO BLOCK WV 3AW TAPCONS MN SWANK 6km J46 MN HEAD 61ZIE 300 MN E'BRDI' ew 1 V4') WTWN S' OF EACH RIND 4 IS' = MAX SPACOWL 2X6, m Gomm TO BLOCK WK2) WWTAPCCNS (MN SHANK SUE J48 MN HEAD OUR 300 MN EMBEDMENT 1 V4') 6, cm WITHIN S' OF EACH END 4 IS' = MAX 81PACING. W' DRYWALL 2X6. m I,)W 6ECUE TO BLOCK PtT. NAILER W10) W*' TAPCCM DOOR CAGN0 MN 664AW SUE 346 MN HEAD 617E 3" MN EMBEDMENT 1 V4') WITHN W OF EACH END 4 IS' OG. MAX SPACN& DOOR JAMB qt WRMIDOIU ATTACH TO 2X FM MANIRACTURE6 DETAIL& NOTE. SHIM A6 MWW TO PLUMB J4MO (DO NOT E)CWD 1149 DOOR JAMB TO BLACK +1 1/2" \WUW—W TO BLACK +1 1/2" 2X4. m SECURE TO BLOCK W) WIS' TAPCONS (MN. SHANK SIZE J46 MN. HEAD as 300 MN EMBEDMENT 1 IW) WTHM N C' EACH END 4 IS' = MAX SPACN& 2X6. m SEGUE to BLOCK WK2)3AW TAPCON6 MN SHAW SM J46 MN HEAD SUE 3M MN E'BEOMU3NT 1 V4') Y6THN W OF EACH END i' GNU 4 W or. MAX 6PA4:MG. v2 DR1 WALL 2X8.&ROm Q I'X4 ' IUW2) W SAS• TO BLOCK WHYS) TAPCON6 P.T. NAILER MN SFAl4C 6Ig J48 1116' OJH.O. X 4' MN MN HEAD 617E JI00 MN EMB®ME4T 1 VW) DOOR CASING "THIN i' OF EACH EHD 4 Is, CO. MAX SPAC ,& DOOR JAMB OR UZMDCU ATTACH TO 2X PER MANPACTUIWA DETAILS. NOTE, OWN A6 WEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLACK +1 16/16" C R +1 8" 2X4, m SECURE TO BLOCK WV 3AW TAPCONS MN OR" SIZE la MN HEAD 612E 3" MK EMBEDMENT I VW) WeTHN S' OF EACH END 4 UV OC. MAX SPACING. NOTE. STRIIC'IUML 2X "AT BE 2X6, m ON OUTSIDE 4 SCC RNO SECURE TO BLOCK TNt0U64 NON-6TRUCTURAL WK2) W16, TAP2" 3A6' TArCC4 MK 1414' MN am" BIZE J46 WHISRO O T INTO OLD= MN MEAD 617E 300 MN EMBEDMENT I VW) 61714N W OF EACH END i. CM4 W Or. MAX SPACN& vt ORYULALL ® PX4' SEGUE t0 BLOCK SOC WIK2) S/IS' TAJ'COMM P.T. NAILER MN SHANK 617E 346 DOOR CASN3 MN MEAD 617E 300 MIR E'blDMONT I V4') UTHIN W OF EACH ED 4 W OG. MAX SPACING. DOOR JAMB on UNNOM ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE SW A6 NEWDEP TO PLUMB JAMB (DO NOT E KMD 1/4') DOOR JAMB TO BLACK +2 1/4" y1RIIiD0 HIACK +2 1/ " 2X4. m GROUPS TO BLOCK IW3/l6• TAPCON6 MN SHANK 6128 J46 MN. HEAD 612E 300 MN WINDOX NNY 1 IAV) WITHN W OF EACH BID 4 W O= MAX SPACING. 2X4, m emcL E TO BLOC[ WV 1/4' 7APCOHO (MK SHANK 6177E J46 MN. NEAP SIZZ 300 MN E'BEpmow I %W) WTHN S' OF EACH END 4 16. O.C. MAX SPACNIX 2X6, m 2X6, m SWANS TO BLOCK 65CLM TO BLOCK WW2) 3AW TAPCONS WK2) VW TAPCCN6 MN (Mk SHANK SIZE .14E SHANK 612E .14E MN MN HEAD SIZE 300 HEAD SIZE 3M MN MN EMBEDMENT 1 V47 EMBEDMENT 1 V49 WT14N S' Or EACH END S• CIU WTHN W OP EACH 00 6, CM IS' O.C. MAX ePAGN6. 2X& m El �, bRYUL4I.L 4 WOMAX 6PACN& 2X6. m 1/2' DRVIVALL SEOUPE t0 BLOCK IPX 6EC#E TO BLOCK I'AW IlW2) UA6' TAPGCNS MVULEIt WK2) VW TAPCOW P.T. NAILEt MK 614AK SIZE J40 DOOR CASING MN SWANK SIZE JO MN HEAD SIZE 300 MN HEAD SIZE 300 IWCAM X 4' MN MN EMBEDMENT 1 V4') MN E"BEDMIONT 1 V4'1 WAIN S' OF EACH END WTHN 6' OP EACH 00 DOOR CASNG 4 W OC. MAX 4 W = MAX SPACM6. DOOR JAMB OR UNNOM SPACING. DOOR JAMB OR USDOW ATTA,GH TO 2X PER ATTACH TO 2X PER MANFAGTUE6 DETAW.& hWNrACIUMe DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCU'ED VW) DOOR JAMB TO BLACK +3" gzlwmw-.ffiACK.tti_ NOT& SHIN AS NEEDED TO PLU IS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 7/16" 1fII�i w TO BLACK +3Z/18" 2XM m 2X4. m SECURE TO BLOCK W SECURE TO BLOCK WV 3AW TAPCONS MN VW TAPCONS(MN SH WK 617E J46 MN SWAIX SUE J45 MN HEAD SM 300 HEAD 612E 300 MN EMBEDMENT 1 V49 MN E78PDMBNT I VW) WITHIN S• OF EACH WITHIN S• OF EACH END 4 W OA. MAX END 4 O' OD. MAX SPACN& NOTE. 671MJG1URAL 2X MUST BE SPACM& NOTE STRUCTURAL 2X MJST OE SETS. m ON OUTSIDE 4 SECUED IE ON OUTSDE 4 SU'.CUED BLOCK TOAPCOONS 7HHROU614 NON-6TRLICTUW, ONCURIE2X6, LOC THROL04 NON-67RUCTURAL USECIM SAS' TAPCON MN I-V4' UIK2) V4' TAPTO MK WW TAPCON MN 14V4' MK ON" SIZE J40 E'R6ED� NTo BLOCK' SHANK K SJ46 MK B'BEDI"1®•M(T INTO BLOCK MK HEAD SIZE A" HEAD SIZE SW MN MN EMBEDHOW I V49 6. CyW E'BUDMBNT 1 VW) WTTHM 6. OP EACH END WITHN i' OF EACH END S' U'YJ 4 IS' = MAX SPACING. 14' DRYWALL 4 W CO. MAX 6PACNE V2' DRYWALL 2X& m SECURE TO BLOCK NAW P.T. MLAILER 2X8. m = SEGUE TOZGIZ-E I'X4' P.T. NAILER WK2) NIS' TA CONS MN SHANK 612E J46 DOOR CASING WV(2) V4' TNS MK SWANK J4S 1' P.T. X 4' MN MN HEAD SIZE 300 MK HEAD 3O0 MK EMBEDMENT 1 V4') 2AD 2X 6EGUE TO STRUCTURAL MK EMEDMENT 1 V4') DOOR CASING WTHM S' OF EACH END MEMBER WW2U2d WITHN S' WITHIN W OF EACH END 4 IS' OL. MAX OF EACH END 4 6' TO i' OL. MAX 4 W OL. MAX MAGMG. 6PACNG. DOOR JMb OR WSD(2W DOOR JAMS OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MAN FACT1UE6 DETAIL& MANU•ACTU MS DETAW-6. NOTE SHIN AS HEEDED TO PLUMB NOTE SHIM AS HEEDED TO PLUMB JAM (DO NOT EXO@D V49 JAMB (DO NOT NXCEED 1/49 DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3 3/4" F n �B TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407.7748078 FA%: 407-7744078 www.abdeslgngroup.eom l AA #: 000332E 1m 11119 1 .LLL.J BVBDIV. de LOT: ABBOTT PARK LOT #18, BLK #9 PROJECT 04181.00E-18091 MODEL: 4EAB "1672-ARIA" GARAGE BTrMG: LEFT PAGE: DETAILS 160 MPH EXP. C PRBORI'ED CONTROL JOINT FLANGE OF CONTROL JOINT& EE URED TEO TO LATH • S' OG. MAX x%1 WHOL, , DO NOT FAST@( CONTROL JOIN TO "I EVEd IF 611w EXISTS OEYOND D(C@R STAPLES tY Si ICI CCOYNTRROL JOINan LOWT TB7P. OU INS INSTALLATION ------- FASTENERS TO M AP • T = MAX VERTICALL7 RACK S COAT CEMENT \ UM LAYER -2. PORTIPMER r OULDNO PAPER APPROVED METAL LATH FASTENED 01' (VERTI = MAX AT Mal -OM LANE LAYER al. Surlm WRAP WOOD SNEATHINO LATH 6IL41.' THROLa 1 JOINTS OUT M STOPPED TM AT EACH SDE PRONDE 2)u1 DLOCKN6 PER AS7M CISS! PLACED FLAT MAX. W TO S' FROM CONTROL. JOINT WHEN NOML \ CONTROL ONTL JOIN FALLS ON L FASMIDAM FOR LATH TO OE NAILS OR- STRUCTlRAI_ Stub STAPLES N COMPLIANCE IW A N C10SS 2. UPS TIES TO BE (No. IS) 0041IS' WINE / A OL.00KM SNOW MAY FJE N ADDITION/ \ TO WALL STUDS RSOJVM PER PLAN V Ol tA7LD talYO • R. A O L tn. A tawo A 1 COMAS • P(. S R CYAN • PT. C OI. HOLD MOM - PL A 1 C$WAM • Pr. S PMO • ® t row aawo • P'L A 1 QRaAM • R. S a CR4"•lay. O ♦FAJt PM.0 OYM R. S 7" lR C TOUCJ t r 0 EonnM nib= SAL. Folio, m sac". NDIEI APPROVED OULONS RAUP SHAD. PR LAPPED A MNIMUM OF S' • VERTICAL LAPS (ROLL ENDS) t S' • HORIZONTAL LAPS. ALL SEAMS NOD TO M TAPED WTH FORTIOlIR SNUTI-IM TAPE / V MIIL LM .FETAL LATH \ LATH YG11MCA . LAP TO OE P PETAL LATH LANE LAYER al, ' STUCCOas WRAP \IUM OUD APER FEE1R� / J� RAYStl� .OIQ ROa. a IRAu aa.Ir.Iatw. SM LAM OF METAL FESTER OASES SMALL OE aEcUSD TO FRAMM MEI'eLIS. TI-W 11ItL4LL OE MIND WTH Oe4'IS-N, (121-IMM WRE AT NTEMALA NOT MORE TWM S' (2M-1 MA AS PNR ASTM CISSl. ® KIC KO UT HIM FOR REPAIR OF TEATS IN LAYIES11110 DETAIL MAY OE Fh4TClSCD MAY W/HOUSE ~ TAPE PER I.~ Slata OR FEEL A STICK INSTALL PASTE'EIS (Mlf , STRAIN. STAPLES) AS FNMNED TO SECURE PIPE/ UPS TO FRAFNS MID LAYER 4, rowrr" lR OULDNS PAPER METAL LATH 6*)*' SERF-ADFWRM9 MEMBRANE FLASHM OVER 4St4' RANE FLAGN AP�PROVVW FLAWN9 TO mR�M ONTO PIT•[ TH T" COAT CEMENT � �'MAP OF SEALANT IFIL" APPROVED WOLMS~ � METAL LA1H uRE LAYER 4, FORTIFIOER UM LAY PAF'Nt INFILTRATION DARRIM OVER 6NEATNRR6 ELASTOMW COATM OVER STU=O/ F 00 LAYER'L C V. FNISN (!Et T1T WALL SECTION) STUC= WRAP WOOD 6NEATHN6 SECTION P EC ON Exterior use of portland cement plaster shell comply with the appllcsaon requiremerte of ASTM C M180. lmlepetbn of Werior lalhlrg end asrnirp shall comply with ASTM C 106L19a, or ASTM 1787. 4'x4' SELF-ADNMtNM 11MIOPt l PLA614M ec4rpATIN" V HOUSE WRAP MAMMAL) OVER APPRWED FIOUSE WRAP. Pl.AS1UJa le ffHTEMO adTO PNIaE 1, OR LESS PIPE-� CUT AND OVERLAP O SELF-APWMN6 WOOD SHEATHING OR CMU WREI LAYER 1, STUCCO WRAP (FRAME ONLY) '{' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER I:r�yxnuel I OCBMI z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK. NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4. 6. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO WOOD OR 711611 ZIP WALL SHEATHING S'ei' SELF-ADFERNS 1101 bRAM M ASHM (OOM'ATIELE WT HOUSE Ull MATERIAU OVER 4h4' SELF-AP14100 D tIM SW ME FLASNN6 OVER APPROVE NOUSE Ul rv.AeHw� Te exTeno Shire PIPE X—X—X—X SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407a74-6078 FAX: 407-774-4078 www.abdeslgngroup.eom AA S: 000332E J y Ills F eumxv. d o IAOT: ABBOTT PARK LOT #18 BLK #9 PROJECT* 04181.000-18091 MODELS 4EAB "1672-ARIA" GARAGE DWINO: LEFT PAGE: WALL ASSEMB Y DETA 160 XP. C 44 INSTALL S•' SELF-ADHERNG MEMBRANE FLASHING OVER SE T FINISH FLANGES OF NON -MOVABLE Ik FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE, OVER TOP 4 SIDES I. BOTTOM. 1. emEe. �. Tor' K VENT CAP IS TO BE SET N BED SELF WOOD SHEATHING i;.k. OI0SEA.ANT AT SEALANT6 ONLY. 16 TO BE IFLLIASHING WRB LAYER 01, TOOLED 60 AS TO DEFLECT STUCCO WRAP lo WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN BLVD. E•2 BEAD ALL AROWD PREMANUR DRYER LONGWOOD, "760 { ` VENT -APPLY SEALANT ALL VENT GAP (SET IN WRB LAYER �'2, FORTIFIBER FAx ao7a74 ao7s r 78 JOINTS, AND INTERSECTIONS CONT. SEALANT) BACKER ROD APPLY SEALANT AT PERIMETER OF BUILDING PAPER www,abdeslgngroup.eom NON -MOVABLE FRAME AND STUCCO AA k; 0003326 %!LALk A 1 S, Y. CAuuclr�G . JowT SEALANT I I TOP 4 SIDES �' THICK 3 COAT CEMENT WOOD SHEATHING I I PER SECTION R70&7 PLASTER LAYER h• BOMB► i0ft fld RISIISr110 STUCCO WRAP BACKER ROD I I Exterior use of pordand cement plaster WRIS shall comply with the application 6 B DRYER VENT (BLOCK) V T ��EMIEDD-WALL BUILDING PAPER requirements of ASTM C 926-18b. METAL LyTM Installation of exterior lathing and framing WOOD shall comply with ASTM C 1063-19a, CONvTRICTION or ASTM 1787. 6' SELF-ADHESIVE FASTEN TO WORD STRUCTURAL MRI'EER • It, Or_ MAX et��C,O WW eP x FLASHING s• CMU Tox' HOODED VENT BUILDING PAPER OVER 'QUICK WOOD FRAMED PL�� a COAT Cd:T7LTfT FLAWr — — — —I WALL META- LATH _ HORIZONTAL WEEP SCREED ._ E Wa6 LAYER R, FORTIFIBER PIPE THROUGH / BUILDING PAPER WALL (FRAME TO, FRAME •' WDE Snap SELF WOOD SHEATHING I M At LYING _ Lmcrup= DRYER VENT (, FRAMK 6' 9EL.F ADHESIVE FINISH . MASOMRI' FLASHING(INSTA_L HORIZONTAL WEEP SCREED PER MAMP.SPECS) BUILDING PAPER (FRAME TO BLOCK WOOD SHEATHING UNDER 'QUICK FLASH' LAYER 01, S, Nf CO WRAP W LAYER 42, FOR. FIBER X BUILDING PAPER ulnop WRB LAYER ry, Q CONST4,r7mil CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP = AL LATH ly VENT PENETRATION FOR BOX INSTALLATION s• a to 8cA E: N Tb. YL GASRIO DEAD CUT 'X' INTO AISED BAND WR5 LAYER 81, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHINGiL APPLY SELF -ADHERING M'EM BRA1� FLASHING WOOD SHEATHING OVERDO)( AND OVER EILT>sDIP da M" ........................... 6' WDE S� SELF APPROVED UM ABBOTT PARK ACQ MVE PL.ASHN2, OLEAN I LAYER sl MASONRY BEFORE APPLYING CJ'f-� �% #2 LOT # 18 z FLA�SHNG 1 I I BLK # 9 ELEC. METER FIEL 1 erorg vBaJEEIe VERIFY LOCATION ELEC. METER FIELD APPROVED 04181�.000-18091 VERIFY LOCATION OVER SCRATCH CHAT WRB LAYER M BELO W 1[ODffiIt 9TUGG0 WRAP 4EAB APPLY STUCCO SCRATCH COAT gELP_ApRpk, °1672—ARIA" 70 HORIZONTAL WEEP SCREED AND ONE (i) LAYER OF PAINT rot RANE `` 9 GCE FELT MEMO INE FLASHING cyw> AGic amp: I TOINSTA I C. - PRIOR LL NG ELEC. ENTERS BO OVER 0 O VENEER x METER APPLY To FACE `::: SELF -ADHERING LEFT LFRAME TO BLOCK) EDGE FLASHING OVER ffi: � PARi CAVITY TO BE FILLED APROVED WITH RIGID POLYMERIC HouSEulle4P LEGEND ISOCYANOTE-POLYBLEND FOAM WRIB LAYER PAPER FOWIP15ER ASSEMBLY LL l'Cs�AT STUFF OR SIMILAR) S I �P `t DRAINAGE PLANE (WR5 APPLY A SILICON STEP #3 # DETA LAYER 01, STUCCO WRAP) THAT SE C. WIFM PENETRATES NT AT POINT 16 H XP,C WR5 LAYER 02 (FORTIFI5ER — — — • — — ~— EL TiWk OVER BUILDING PAPER) AREA TO RECEIVE " STUCCO/ CIV.FNISH STUCCO SCRATCH COAT APPLY E-Z BEAD (SEE TYPICAL WALL METAL LATH x—x—x—x < 1 COAT OF PAINT W/BACK- OVER foe MIN °'°'° SECTION) ROLL PRIOR TO GRADE 'D' METAL LATH STUCCO ELEC. METER INSTALLATION FELTALL PROVIDE STUCCO SCRATCH SEALANTNT AT AT ALL WOOD OR 1/16' ZIP WALL ® COAT LARGER THAN THE ELEC. JOINTS AND METER CAN OR METER CAN INTERSECTIONS SHEATI-41NG COM50 OR METER CAN AND ND, SELF-ADHESIVE FLASHING — — — — — DISCONNECT No NOTE: PATffi 08/14/21 METAL LATH: LATH TO 5E PER SECTION OQ ELECTRICAL CONDUIT STEP #5 STEP #� Elaw�1/4"=1'-0° R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. U PENETRATION s T PER SQ. YARD (UTILITY OR NOMINAL O ELECTRICAL RECEPTACLEA� LATH DOES NOT MEET SPECIFICATIONS) 9 DRYER VENT (, FRAMK 6' 9EL.F ADHESIVE FINISH . MASOMRI' FLASHING(INSTA_L HORIZONTAL WEEP SCREED PER MAMP.SPECS) BUILDING PAPER (FRAME TO BLOCK WOOD SHEATHING UNDER 'QUICK FLASH' LAYER 01, S, Nf CO WRAP W LAYER 42, FOR. FIBER X BUILDING PAPER ulnop WRB LAYER ry, Q CONST4,r7mil CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP = AL LATH ly VENT PENETRATION FOR BOX INSTALLATION s• a to 8cA E: N Tb. YL GASRIO DEAD CUT 'X' INTO AISED BAND WR5 LAYER 81, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHINGiL APPLY SELF -ADHERING M'EM BRA1� FLASHING WOOD SHEATHING OVERDO)( AND OVER EILT>sDIP da M" ........................... 6' WDE S� SELF APPROVED UM ABBOTT PARK ACQ MVE PL.ASHN2, OLEAN I LAYER sl MASONRY BEFORE APPLYING CJ'f-� �% #2 LOT # 18 z FLA�SHNG 1 I I BLK # 9 ELEC. METER FIEL 1 erorg vBaJEEIe VERIFY LOCATION ELEC. METER FIELD APPROVED 04181�.000-18091 VERIFY LOCATION OVER SCRATCH CHAT WRB LAYER M BELO W 1[ODffiIt 9TUGG0 WRAP 4EAB APPLY STUCCO SCRATCH COAT gELP_ApRpk, °1672—ARIA" 70 HORIZONTAL WEEP SCREED AND ONE (i) LAYER OF PAINT rot RANE `` 9 GCE FELT MEMO INE FLASHING cyw> AGic amp: I TOINSTA I C. - PRIOR LL NG ELEC. ENTERS BO OVER 0 O VENEER x METER APPLY To FACE `::: SELF -ADHERING LEFT LFRAME TO BLOCK) EDGE FLASHING OVER ffi: � PARi CAVITY TO BE FILLED APROVED WITH RIGID POLYMERIC HouSEulle4P LEGEND ISOCYANOTE-POLYBLEND FOAM WRIB LAYER PAPER FOWIP15ER ASSEMBLY LL l'Cs�AT STUFF OR SIMILAR) S I �P `t DRAINAGE PLANE (WR5 APPLY A SILICON STEP #3 # DETA LAYER 01, STUCCO WRAP) THAT SE C. WIFM PENETRATES NT AT POINT 16 H XP,C WR5 LAYER 02 (FORTIFI5ER — — — • — — ~— EL TiWk OVER BUILDING PAPER) AREA TO RECEIVE " STUCCO/ CIV.FNISH STUCCO SCRATCH COAT APPLY E-Z BEAD (SEE TYPICAL WALL METAL LATH x—x—x—x < 1 COAT OF PAINT W/BACK- OVER foe MIN °'°'° SECTION) ROLL PRIOR TO GRADE 'D' METAL LATH STUCCO ELEC. METER INSTALLATION FELTALL PROVIDE STUCCO SCRATCH SEALANTNT AT AT ALL WOOD OR 1/16' ZIP WALL ® COAT LARGER THAN THE ELEC. JOINTS AND METER CAN OR METER CAN INTERSECTIONS SHEATI-41NG COM50 OR METER CAN AND ND, SELF-ADHESIVE FLASHING — — — — — DISCONNECT No NOTE: PATffi 08/14/21 METAL LATH: LATH TO 5E PER SECTION OQ ELECTRICAL CONDUIT STEP #5 STEP #� Elaw�1/4"=1'-0° R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. U PENETRATION s T PER SQ. YARD (UTILITY OR NOMINAL O ELECTRICAL RECEPTACLEA� LATH DOES NOT MEET SPECIFICATIONS) 9 WOOD SHEATHING EXT, uaoDD WRB LAYER M, "-FLOOR OEOKM COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE L WOOD WRB LAYER 4, FORTIFIBER PRE-IENG'D TRft" BARRIER CONBTRJCTION BUILDING PAPER ' NAT GHANHSI. THICK, 8 COAT CEMENT wmATmt ^^ LLEA�R RESISTIVE FEASTER 6A IAP14 VE BARRIER A2 TYPE X. DR' WALL 8AF \ 6' SAP. • TOP OF WEEP SCREED BARRIER -2 - f ` To SHEATHING BEHIND WEEP SCREED r THICK, 3 COAT RIEB PEEL BTICIC WOOD SHEATHING W POSITIVE DRAIN I JLLY T- FL ' METAL OD LATAI IN R CEMENT 1441 N. RONALD R L 327 BLVD. ` UA20D SIEATHNG LONGWOOD, FL32780 WRB LAYER AI, i, - t``, 1I )J' X ,DRIP EDGE V PH: 407.774807E STUCCO WRAP i FAX: 407-7744078 i' THICK, 3 COAT CEMENT X GAP FOR BACKER BET IN FULL BED OF PLASTER / �` EXI OR GRADE ROD a SEALANT SEAL.ANT,1i' MIN www.abdeaigngroup.com `� 6• SELF_ADHEREW'G DRY WALL , i SPACE PROM DRIP AA #: 000332E ' FLASHING WRAPPED FACE TO TRl7c WEATHER RE818TIVE •TOP OF BEEP SCREED c3 COAT CEMENT VINYL CASING BEAD -?' BARRIER M TO SHEATHING BELOW a• P'Ge1ThIE DIldeJ uep► SCIi6D Rmosi8TIVE ldbralagmAuLlIcall WIATIC PRO WING I., ., BARRIER WRB LAYER M, STUCCO WRAP No aer as wE1..0 (SHOWN FOR CESSORIES ON OF SEPARATE IC�CBBBOR� OILY) LAYER (2 LAYER PEEL �' a STICK) 'r is "'a.w"e'er EXTERIOR C40LUMN COL.U'N SHEATHING LEGEND Wit,•. ya H nl i ; y: WRB LAYER 4. FORTImam 6. B.AF. m i BUILDING PAPER PEEL A ICK IJfi'' ' � PLANE (WRB t�^� i i"r+s:i:•,�•:'x• t ' b' SELF-ADHEREINCs am FLOOR IN ROOF CEMENT LAYER 01, STUCCO WRAP) WFB LAYER It t ; PLAS14M WRAPPED 1)S X 3' 26 GA GALV. STUCCO WRAP -�``,/;�- 1M�ra. DRIP EDGE WRB LAYER "2 (FORTIFIBER - - - - - - - - AMIGO AMrr WRBC T6m �` •� n 4' 1 2 ; POSITIyE DRAM BCR,�D ANTILEVER DRIP 1)iOD(TIN.T•ORBMW.ATm SET IN FULL BED OF T• MW'L BUILDING PAPER) �TOICASINGBRAD WEEP Q WCOOTD�� ) FI1ER K' SPACE 19ilCMt °RIP _ --"" _- EDGE Ys' GAP FOR SEALANT O TREX yNY CRAM ^ METAL LATH X-X-X-x NO GAP IN FF1D OPT. BACKER ROD. WATER PROOFNG Rat ISHOUN POR CLARIFICATION OF 8' X D' 26 GA GALV. MIODIFIED SO LAYER (2 LAYER PEEL A SEPARATE ACCE8BORRIES ONLY) FINISH PPREL STI (2 LAYER PETAL DRIP EDGE 3/4 RL'BLIENT STICK) UPIAPPED `STUCCO CASING BEAD of C444NWL Tea BALCONY DECK TFROM CANTILEVER DTL ® CANT BGEALNANFrirMINN. e6rla-e - SP'�FmIIORIP e^ �' THICK 9 COAT CEMEM , WOOD OR 7/16 ZIP WALL 1 O A ROM TO PACE TO TIMM STIR SHEATHING SCALE, R i/2'•I'-0' DOCKen• TYPE 'X' DRYWALL METAL LATH w/rExruRED a PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Ye GAP FOR BACKER PINIBH RDO A SEALANT � ITS IN NOTE:—R� �FII'U' m T� VINYL c�eING eEAO PLAS�5 GOAT CEMENT METAL LATH. LATH TO BE PER SECTION WATER PUROOFSIG bt t WEATHER PM16TW VINYL COR NER DEAD (SHOWN FOR CLARIFICATION OF tJj RVd3.1.1 / ASTM C-64i-14a, MIN. 2B LBS. LAYER(=LAYER PEEL o BARRIER a SEPARATE ACCESSORIES ONLY) w PER SQ. YARD (UTILITY OR NOMINAL BALL NYWRAPPED RO 1 BIER I�SESISTIVE BALCONY DECK To CANTILEVER �� BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) ♦'1-MASTICK OrmflEMeRANE, 11 EDGE INSTALLATION ® COLUMN = DRIP EDGE TO DECK WOUND OVER DRIP &a PLOOIR RIDGE � W f " L" FLASHING WOOD CONSTRIICTION ®® A' X 3' 26 GA GALV. SCALE. NTS WOOD SHEATHING S� METAL DRIP EDGE SET IN PILL BED OP WEATHER RESISTIVE I Uf'xI %, P.T. OR BMWLA SEALANT, IU' MIN. WRB LAYER AI, BARRIER al WOOD MINX) FILLER SPADE r& DRIP S/4 RESILIENT UEATI-M RESISTIVE VWL TOCASINGDEAD 2x FRAMING MEMBER STUCCO WRAP HAT CHANNEL BARRIER n A' GAP FOR BARRIER ROD a SEALANT WATER PROOFING Mt THICK, 9 COAT C0"ENT WOOD SHEATHING vWXL CASING DEAD FINISH LAYER (2 LAYER PEEL. a SIrm OTIM f WRAPPED F� A PLASTER P WIC LAYER FORTIFIBER THICK 9 COAT CEMENT 3/4 RESILIENT BALCONY DEdC TO 2 P, BUILDING PAPER t PLASTER NAT CHANNEL �ILEVERA FASTENED TO SHEATHING WRB LAYER •I, 8/V TYPE 'X' DRYWALL METAL LATH PLASURa CHAT CEMENT "I'' •- • T' OG MAX. METAL LATH I STUCCO WRAP W/TEXTURED 4 PAINTED WOOD SHEATHING METAL LATH C 1 FINISH THICK S COAT CEMENT (2) 2x12 HEADER s/6' TYPE 'x' DRYWALL W/Tp(TIAlED t PANTED WOOD 6MATHWNG WEATHER RESISTIVE WARS LAYER �, &TtUCCO WRAF' �' THICK 3 COAT CEMENT ! 1 WRB LAYER +'2, FORTIFIBER PLASTER FINISH -BARBER «I PLASTER BUILDING PAPER i' 7IHICIC S COAT CBMEMr WEATHER RESISTIVE OARRIER r2 4' I.Os1T1VE OMAN WOOD SHEATHING &'SELF -ADHERING ' METAL LATH VINYL CORNER DEAD 4' POSITIVE DRAIN B!! P BREED PLASTER IRtEP SCREED METAL LATH FLASHING THICK, 3 COAT CEMENT VINYL CA81NG BEAD NO GAP N FIELD VINYL eA6W.IG DEAD NO CAI. N WIELD (SHOWN FOR CI.ARPICATION OF WRB LAYER 4. FORTIFIBER BUILDING PAPER IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ', CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP DRIP CAP 11D DRIP EDGE O 11 EDGE INSTALLATION INSTALLATION WINDOW FLANGE WRB L R M, WOOD CONBTRLUCITON STUCC 0 WRAP 2 1/2 ° IIIK . WEATHER RESISTIVE CORNER BEAD WIN B LAYER •2, FORTIFIBER ' 1 su lDIV. de LrOT, ABBOTT PARK LOT #18 BLK #9 PROJMCT# 04181.000-18091 MODBIi 4EAB "1672-ARIA" GARAGE OWING - LEFT PAGE: WALL ASSEMBLY DETAIpk- UM-tMPH jlbXMPX C DTHER RESISTIVE ., _ (FASTENER 4 SPACING +a l' Oz.)BUILDING PAPER MA C VINYL CASING DEAD METAL LATH THICK, 3 COAT CEMENT N P i AJUf y �O PLASTER i' THICK, 3 COAT CEMENT S/S' TYPE 'X' DRYWALL METAL LATH PLASTER WAEXTLWW 4 PAINTED WOOD SHEATHING &'SELF -ADHERING FINISH i' THICK 8 COAT Ct:T 11NT HEADER/BE-All CMU FLASHING PLASTER 1/2' THICK, 2 COAT CEMENT ! BOLA D VINYL CORNER BEAD VINYL PLASTER APPLIED DRIP CAP. NO WEEP BCIREm v DIRECTLY TO MASONRY VINYL CASING BEAD NO GAP N FIeI n WINDOW FLANGE A OB/14/21 SEPAR(SHOWNATE TORCLARIFCATRONOF 14B CORNER BEAD Ca? BLOCK 158 CASING BEAD ® WINDOW 0*1mzT l/a�=1'-0� SEPARATE AGCE880RIE8 ONLY) @DRIP EDGE INSTALLATION ( FRAME, NO BAND) Ram WA.3 WRB LAYER h, STUCCO WRAP —� W1R6 LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH ` J' THICK, 3 COAT CEMENT\ PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER M, STUCCO WRAP SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRO LAYER *2, FORTINBER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) FETAL LATH WRB LAYER 'I, STUCCO WRAP WOOD SHEATHING wRB LAYER 02, FORTIFIBER BUILDING PAPER i I WRB LAYER "l, J, THICK COAT CEMENT STUCCO WRAP i WRB LAYER 02, FORTIF15ER VINYL ANGLED i BUILDING PAPER CASING BEAD VINYL CASING BEAD METAL LATH THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD 0 RAISED 8��BAND (FRAMELE: I I/2' ■ I'-0' 1X TRIM MEMBER • STUCCO TO — SIDING TRANSITION SIDING-7 Y! CAP TYP CASING BEAD TO TRIM C. 3 COAT CEMENT .R LATH WRB LAYER $2, FOR I9FIBER CWLDM4 PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP \-- cCA91�i1A BEAD EAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WlDOD 6NBATNMb 1^a6I6nvE ` MATHINIt MOTIVE \\ /41BAJORM // l �C Ar amen / /' VO •Awaa�n RAeMNs s 1 I1E#16TIV8 GTARM&TRIP / \� 6AItltlB! '. Od1YM��bTW! \�\ � ING \ MALV V MEAL 1 Y.. va•. .w DOD TRWd I . OR APMlOYM KALA SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIRBER — - — - — - — BUILDING PAPER) METAL LATH x—x—x--x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — J' THICK, 3 COAT CEMENT SEALANT PLASTER //;::: METAL LATH 3. WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (w/V FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER SEALANT WINDOW FRAME WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY a' GAP TYP /� J' THICK, 3 COAT CEMENT ASING BEAD / PLASTER TO WINDOW r—METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING WIOOD C0N67fa=CN MEYONO VOW-ADNQRM I /.. uloOl> SHIATNMD M A04NM i -.-- I( .... .:: `.: • 6DARIeI R �616rIK W NATNER PM616TNE I ,r y+ a \� � I 11111110116TIVIE 6MRA� mAl"m 1-2/. I xRiVCAL 60*42 '/ ' I ueATNee RUISTIve I i _ LAYER 01, FLASKNIS�\ / SAINtM -2 E i STUCCO WRAP 1 STAVA"STR". �I G�MAL ` 6' WIDE PEEL 4 STICK i 1 OVER FLANGE WINDOW FLANGE 9 TO LAP E-Z BEAD VINYL CASING 1 x •' &DAMM ' MN AOOV! TOP Or W IFII-A614M 1 I (W/%, FLEXIBLE PVC BACKER ROD) • ' �" ` _ 2X FRAMING Pvc1 6 / ; MEMBER \ -APPLY FULL BED OF SEALANT BETWEEN aru Aal+eelrn i 1 1 FLANGE 4 BUILDING WRAP \\ BUILDING 1 r dkAP uvcs+axMQ' oR ArPROYED SCALA/1t WRAP VAATHM I&TIV! \ lF616TIVIE + 101 -- -- _ -- — -- - ---- -- --- ----' WEATFm rt°16 " NA -man �! Rom) ^" SIDING TO STUCCO g elsrr: ® FRAME TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7745078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 a F BVSDIV. as LOT: ABBOTT PARK LOT #18 BLK #9 PROAWT# 04181.000-18091 MODEL: 4EAB "1672—ARIA" GARAGE OlaNG: LEFT PAGE: WALL ASSEMBLY DETAI 16 H M. li 16 A. w NO EZ BEAD WINDOW CASING1 aHERIT1/4.-1'- WA4 SHOULp BE TAKEN IN KEERM THE VEM PROPEIB.Y 1', 8' AND 10' AUONEp. VEM PIPE 19 SEAlE01F U11U2ED. NAIL IN PLACE 9YdK1 IN P OKVANIMI USING 1.14 NAILS AT EACH CORNER. R NG C@EM sIg1A.D BE APPUeD ro KL SWNOLE EDGES NNw liE OUTER ANDAROUND 11E ENR�PEAItETERA3 CUTOUT THE GOOSENECK VEMOPENNi1N TIE ROOF TNEOPENNOINA NCENITHTHE SHEAT3HIAAO RECOMMENIEpINSEVERE HEATHER COASTK CONSTRUCTION 2AlES. I FANIS SHONM.INTHE LIS D, PENIMNECHANCALVEM WNT eRE THe VEMOPENNG IN ACCORDANCE WITH FANMANUFACTURE'S PIPVNO COHKCRON INS UKITIONS. TR INTO IN NOT CUT TRUSSES OR RAFTERS AMEN CURING THE OPENING IN THE W REINTE M4EWENIWLENMLSAROUN)THE P TIETEROF THEOPENNO SO THAT THENAILJNG FLANGE OP THE VENT LAYS FIAT TO THE ROOF &IIFATWNG. SLIM THE TOP AND SIDE FLANGES OF 11E VENT W AND UFpER SWNpLE3. KLON TN'. BOTiCM YEM FLANGES roLAY ON I I THE TOP OF THE SMSIGLES. fl^ 'IF'—_ ` o _YI ROOF HOOD lEurmr— VENT DETAIL SX XW RMASH 1 MN P Slwall SILL RJDWLU R.ASNNO DO NOr IBM OOITOM RN STEP 6 �nRAInLr — oLD-IP � a� ICIIUUYUPAP tOR IY7CutAR) t 1US.0M TOLD N AT SLOT! SILL MO. TO eximmR STEP 2 STEP 7 ASPHALT PLASTIC CEMEM NDLDED AR OVER BABE OF NPR AND OVER FLANGE ALION R.AWNS W W. sDOU Q NLL RO tlmc 4 tICALI.T I•AAM FMIIm UDOt4(CAP NAL,S, STAPLOW NOTALL OLU'ONI MJD4~ AS IN PLASN210 AT TNU PLUMBING VENT DETAILS FLOW"�"Rawl VER WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 2C WW VALLEY FLNSHt- SSF m HEAVIER FELT UNGENAVMEM ASPHALT ROOFING CEMENT 8' OF CENTERLIN: ATLEAST 12 BEYON VALLEY MNTERUNE -SWNGIESTPoMME01— — FROMVALLEY CENIERLIW ROOF VALLEY DETAIL lazmrwm— R.WD APPLUm R.ASNNO(LANCO WMTt-MAL RC -SE OR WU4LA mm L IT M UO WWACTOM R�ro1MWILx r0 vlArr TI! CO MATOLITY OF ALL PRODucfs W42ADOO NOUftl~, SMAId1QI! s SNJ-AD!lRNO P A"a MAMNAL6 UND DURNb CONSTfW=I a 2. INSTALL ALL MAlMALS I••O! MANJWCT JMM UEtl171111+6M CPICATN" WET *RALA MAY ITMACT ADVORMY P NOT CLEAN AND SEAL JAMB TO SILL JONM WITH OM 11S6 FOLLOWING CQIPLETION OF EXTERIOR RKTRDISIT WORK REPAIR 60HE0E SHOWN SHALL 10 1111IBLVIENTED AT ALL WRD08b WITH EVIDENCE OIS WATER INTR OM BELOW T18 WINDOW OPENING 6EALANT INTERIOR PERRTETER OF WINDOW WI7F1 U N AOCORDANCt WIN RTNpTRATNOV MANJAG71i1BUY RMTALLATk7N AND R.ASNND MtlTItICTIOIis. Will SEA,LAM'S MA7 R61CT ADVCIMr17 f NOt III WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdeslgngmup.com AA S: 0003325 qh!hill 0. -LLL. evanry ae LOT: ABBOTT PARK LOT #18 BLK #9 PROJECT 04181.006-18091 Moamid 4EAB "1672—ARIA" GARAGE 8Wn4G: LEFT PAGE: WALL ASSEMBLY DET S 16 MPH C 16 eowLE: i�a-=r—o•• WA5 I I I I I 1 \ \ —2x6 SUB-BANb W/1'x4' NOTCH A END, WRAPPED IN PEEL t STICK META- FASCIA ~ —DRIP EDGE I� --1/8' TEXTURED I FINISH s WOOD I �� 2X6 am 1/2' TEXTURED FINISH ® CMU / —METAL FASCIA \� WRAP Ys' FROM STUCCO, I' FROM WOOD WALL �\ EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®PLAN A © PLAN B PROOF KICK OUT REMOVED FOR CLARITY -fir-ROOF DECK (BEYOND) 1/6, TEXTURED FINISH • WOOD, 1* TEXTURED FNISH • CMU METAL LATH WOOD SHEATHING OR Cm UM LATER 01, BTUGCO WR1AP(FRAME ONLY) UM LATER 02, FORTIFIER 1BUILDING PAPER (FRAhIE ONLY) :,DRIP EDGE, 1' OFF WALL XNOT INTO STUCCO) - Ii/8' TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH ® CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE . KICK CUT PRE-ENG'D TRUSS TO BE CUT 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 W/04'x4' NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x X., x x x xSt'! . < x x x x x x x x x x x x x x X X x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i 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 r- �Ax SUB BAND DETAIL ® WALL W/KICK—OUT yMrz OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y; ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 14 LQ SVSDIV. de 7AT: ABBOTT PARK LOT #18 BLK #9 PROJECT 04181.00 —18 91 MOaEIA 4EAB "1672—ARIA" GARAGE SIMMG: LEFT PAGE: WALL ASSEMBLY DETAI 160 MPH txpx C i -t�A—j; 06/14/21 scAI.E: 1/4"=l'-0" 9i Em WA6 4" CONC. SLAB v e FM-12X18 FM-12X12 �\\`` 1A g aI ao S eo 31/2" in ` I F-24X24 I V.�` 2,-6" 6,-4„ 3'-2" `\ Ir1 \�\ b 0 ----- FM-12X18 `�� PVC CHASE 1 A �4" '\ 0. 'vT TOP OF `O N"\ 1"PVC CHASE j \'IN SLAB I § c� FOR ELEC. 0 �` ISLAND I LL 1 1A \`I \\ 'N \IN \, �` �\ I � Y 1. EXTEND SLAB 1 1/7' • L___ __—TE-1 _____ I . V I i Z 5 I U= 2 4" IT-8" 4„ 2'-B" 181-V :r I I� I I� I� ,A ILL S . i EXTEND 2 ,A SLAB, 1/2" FM•,2X18 ib ----� . m 4 I m is W SLAB a 3 ,/2" I ' LLI 'Io"51 2 , 1A MC-12X18 FMC-12X18 , 7 1/2' I 4 4 F,2X18 t' 1 1A L FM-12X18 J --- —M• _ 2'-6" FOUNDATION PLAN SCALE: 1/4" = T-O" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +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. t 1.MINDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #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", 08 -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,OW PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602.16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 1 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12' CONTINUOUS 18" - (2)#5's FMC-12x18 12' CONTINUOUS 18" - ( ) 's #5 IN CURB VARIES F-2424 24" 24" 12" (2) #5's (2)#5's -0"4" FMA2x12 12' CONTINUOUS 12' (2)#5's (40'•4" TE-1 8" SEE PLAN S" -r (1)#5's _0•-0' '1 N. RONALD REAGAN SL LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngmup.com AA #: 0003326 rr LL.1 9tmDiv. dg IAT: ABBOTT PARK LOT #18 BLK #9 3p][toiMITto 04181.00 -18091 IMDEIc 4EAB "1672-ARIA" GARAGE EYM90: LEFT PAGE: FOUNDATION P 160 MPIHXPP. j DATA 06/14/21 LlcA*"9'• 1/4"=1'-0" S1 30' MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �-"• p — _ _ CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS dd S SPACING REQUIREMENTS • a_- g {{ �• GARAGE DOOR RECESS m� �u v t— :� .I�a•:��...T+i • FM g N B" CMU WALL m y A 8"CMU WALL • . 1 CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH �'O B' w i F +- 0' • ': y TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... •'1 SO THAT THE STEEL REINF. IS CONTINUOUS y" TOP OF SLAB • MATCH AMOUNT OF CONTINUOUS BARS • CURB FOR SEE SLAB SCHEDULE • ° BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (1STORY) 1S" -•I • SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB _ILL •"v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET >:o. AT ELEV: W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT WHERE '� 1 • • #4 Zl' W/ 1/7' ISOLATION ���� 4"CHAMFER (I -STORY) La , . _. 6' CHAMFER (2STORY) 0-0" APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE; •. APPLICABLE) SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING a FOR MD, BAR SIZE BAR #6 36 � FOR MD. BAR SIZE f DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST I•� AND QUANTITY AND BAR QUANTITY N NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE: 3l4"=1'17' CORNER BARS DETAIL DOOR OPENING @ GARAGE 4 SCALE: 3/4"=1'1Y' SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL LAP TOP PLATE A MIN. OF 46' MU AND NAIL W/ 16d COMMON NAILS, 4" BTM. HVERIFY EIGHT 9 g #4 REBAR @24" O.C. CENTER OF ] � OCCUR, OF WALL LAP TO OCCUR OVER STUD ER SLAB 4 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING Z g a 6 I WALL W/ SYP o x'$ I 7' CAPPED NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB W/ GALVANIZED PIPE W/FLANGE @ BASE m SECURED W/ 2- PART a EPDXY. MIN. EMBED SPACING. SINGLE BTM. PLATE WEBT.DGE TO BE PT. PROVIDE DBL. TOP 1/7k9" WEDGE ANCHOR W/7' S o WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-1(P EMBED. MIN. @ 16' OC •. °. • FOLLOW ALL MANF. z MAX H I "GONG., REINF. W/ •' i SPECIFICATIONS FOR I USE AND TM AND OP PLATEE _ q J 'ze" #10YNM1M ON • S SECURE FLANGE TO PREPARATION OF ANCHORS W/ 10tl x 1 12" -MIL POLY ETHYLENE VAPOR BARRIER ON SLAB W/(4) 1/4" X 2111V g 4 4 '� HOLE. COMMON NAILS FILL ALL w �� I TAPCONS HOLES, DO NOT USE 10d • WELL -COMPACTED A. • CLEAN FILL TERMITE x SEE SLAB SCHEDULE TREATMENT SHALL BE BORA-CARE ¢' a-TOPOF , SLAB ,• _ ..i (2) CONT. #4 REBAR 4" CHAMFER (1STORY) F 6' CHAMFER (2-STORY) (2) #5 REBAR ON CHAIRS ° ••�' 12" MIN. DEPTH INTO Epp+ 2,000 PSF VIRGIN SOIL OR 95%• VIRGIN OR ENGINEERED SOIL fi COMPACTED SOIL EQ. EQ. SEE SCHEDULE SLAB HEIGHT LESS THAN 3'S' 6 FER plgH BOLLARD FOR MQ BAR SIZE AND BAR QUANTITY 5 ADDING BAR TO EXTERIOR MONO DEEP BDALE. 3l4••='.� MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL 6 sCALE:3/4"=T-D" (W/ UPLIFT) 1A SCALE: 3l4"=,'-0' SCALE:34"=1'-0 LAP TOP PLATE A MIN. OF 46' —may AND NAIL W/ 16d COMMON I NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT S,TO E LAP TOP PLATA MIN. OF 46' —�` LAP OCCUR OVER STUD OF WALL PLAN AND NAIL W/ COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2z40R 26 WOOD BEARING PROVIDE BLOCKING BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE i $ " SLAB W/ d MASONRY NAIL 16' O/C STAGGERED. BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB WS0d MASONRY NAIL ADDITIONAL METAL 16' O/C STAGGERED. 9 i CONNECTORS NOT ADDITIONAL METAL g w REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN NO 8"CMU WALL UPLIFT IS PRESENT. UPLIFT IS PRESENT. POURED LINTEL CONT. TYP. i ) SLAB SCHEDULE ,: - 8" CMU FILLED CELL (TYP.) Ob B TOP OF SLAB w � SEE SLAB SCHEDULE 2X WALL FRAMING [SEE TOP OF SLAB .I•' .... SEE SLAB SCHEDULE 5 a- MINIMUM EMBEDMENT INTOLTS '° TO0'-0" P OF SLAB "ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • • _ •,,,�.�. •_°' ,�- ° ' CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX • + POURED MONOLITHICALLY WITH • °• ` 1 - FOUNDATION AND SLAB A. • d• • 3 SEE SCHEDULE SEE SCHEDULE FOR MD, BAR SIZE EQ. EQ. FOR MD, BAR SIZE AND BAR QUANTITY SEE SCHEDULE FOft Who, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO Q INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL SCALE: 3/4"=11. (NO UPLIFT) 4� FOOTING AND COL. PAD I V SCALE: 3l4' T-U' BLOCK WALL CONNECTION 11 SCALE: 3/4' T-0 B°ALE: 3/4"''� (NO UPLIFT) 1 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdasigngroup.com AA 8: 0003325 bmI 5 8u3miv. & L,oT: ABBOTT PARK LOT #18 BLK #9 PROJEQT 04181.006-18091 MODEU 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGIC: DETAILS 1Ok MPH EXP. C DOWEL PLAN SCALE: 1/4" = VV' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX 407-7744078 www.abdesigngroup.com L AA M 0003325 Q b R 1 OTMDIV as LO ABBOTT PARK LOT #18 BLK #9 PROJECT 04181.006-18091 MODUla 4EAB "1672—ARIA" GARAGE OWING: LEFT PAGE: DOWEL PLAN 160 MPH Li 1 8CALE: 1/4"=1'-0" 1 s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM - VARIES PER ELEV. . a 1"1 N. RONALD REAGAN BEND. •._..� � LONGWOOD, FL32750 a' PH: 407-7748078 FAX 407-774.4078 www.abdeslgngroup.com AA #: 0003325 • I ,� #5 BARS •. CLEAN OUT REQUIRED 1'Q FOR INSPECTION r 0'-0" FIN. FUR. '+1, ;•a .� TIE ERTICAL REBAR a • TO HORIZONTAL ❑ 4 REBAR W/ 10" HOOK r 13 1,3 a b C In * £ CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS HORIZONTAUVERTICAL SCALE: 3/4' T-0" y REINFORCING m SCALE: 3/4"=1'-0" O BLJSDI\I. ds LOT: ABBOTT PARK LOT #18 BLK #9 PROJffiCT 04181.006-18091 STEEL REINFORCING IN GROUTED x0DEIA CELL SEE PLAN FOR SIZE AND 4EAB 3 -> SPACING REQUIREMENTS " 1672—ARIA' a GARAGE OMMI s: w " 8CMU WALL � m a LEFT -0 PA48" [/r TOP OF BLAB ' 4 TOP OF SLAB •" • SEE SLAB SCHEDULE �••a.•^• EXT. PORCH SLAB ~ BAR�SIZE 48 BABR DIA. M ! • : ! '•a•., _ •• 4 •• e• DETAILS W/ 1/7' ISOLATION A 4" CHAMFER (1-STORY) JOINT (WHERE 4 6'CHAMFER (2STORY) #4 24 . APPLICABLE) i ATCH STEEL #5 30.. ! - s REINFORCEMENT 1 MPH EXP. C 6' PVC CHASE �, pER SCHEDULE THRU FOOTING #T 42' 6" PVC CHASE THRU FOOTING MATCH STEEL BEE SCHEWLE REINFORCEMENT FOR WKD, BAR SIZE PER SCHEDULE AND BAROUANTIIY PVC CHASE 4 THRU FOOTING Ju. SCALE: 3/4"=1'-D" A NO �0723 D M 08/14/21 8CAL8: 1/4"=1'-0" JL811MET S1.2In. 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/Z" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 ill" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK 8mlomm I REMARK 1Q (2) 2X8 BEAM SCHEDULE RRRZM 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 (fe psi)BTM. l^SIZZ REINFORCEMENT STIRRUPS REMARKS TOP MID SIZE SPACWG BB1 MASONRY 3000 8x8 (1J N5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES � � a o i i of � g i � 8F8- i 8F16-lT/0M/0B i wo 1T/OM/OB LIFT BEAM PLAN SCALE: 1/4" = V-0" alp 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 k sxmnrv. 89 710r ABBOTT PARK LOT #18 BLK #9 Plmon CT 04181.00 -18091 MODB : 4EAB "1672-ARIA" GAitAGIC awsMG: LEFT [160 Z: FT BEAM LAN AND NOTFAN MPHlExA C DRINT A06/14/21 SICA M 1/4"=1'-0" slEmm Illil s2 #5 CORNER BAR W/30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK 'TYPL BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 3/4'=1'-(Y' NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8'k6' 1. PLACE LINTEL ACROSS TOP OF OPENING. b BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PIL #5 BAR IN LINTEL. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 3. * PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND IN� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 Np�- TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k16' b 01 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. e P•'_c4� 8x16 DBL BOND T CF / 2 BEAM W/ (1)#5 BAR BONG BEAM �`OSN EACH COURSE • • sN Bx8 BOND BEAM CX' W/ (1) #5 BART Op F=FILLED W/GROUT ZN U =UNFILLED GROUT SOLID FROMTNOMINAL LINTEL TO TOP OF BONOF OPENING WIDTH # OF #S'S, IN 2ND BOND BEAMIF FILLED LINTEL#6 BEAM COURSESEE NOTE 5 16-1T/1M/ B 8x8PRE-CAST CONCRELINTEL W/(1)#5 BAR(LNOMINAL—�LENGTH OF BAR =WIDTMASONRY HEIGHT #OF#5'S, TOP OPENING-7'THAT XFXXN�THEMIDB NDICATESADOUBLE BOND BEAMBONO BEAM COURSE #OF #5'S, BOTTOM BxB PRECAST CONCREBEAM DESIGNATION SCALE:ANDXFXX-1TNM/OB INDICATESASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)IT IS THIS ENGINEER'S INTENTSCALE: TO PLAN FOR LOCATIO AND XUXX - IT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - IT/OKUB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL BOND BEAM IZE MIN E AT LOWER ELEVATION WINDOW 1/4") 8" FROM EACH NDEAND 1B" O.C. MAX. MIN 1-1/4" #5 BAR BENT AS SHOWN EMBEDMENT .3 1f4" PRE -CAST :.a WINDOW 2x6 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 6' 18 SILL FROM EACH END AND 16' o SLOPE O.C. MAX. MIN 1-1/4" § m EMBEDMENT OPEN FACE SHELLq 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN AS TO ALLOW BE SHANK SIZE.145 MIN HEAD BAR TO BE PLACE UPPER AND LOWE6 SI'E .300 MIN EMBEDMENT 1 SOLID BOND BEAM MIN. REQUIRED IN 1/4" 8" FROM EACH END AND SECURE TO SHEATHICKING NG W/ EACH CELL HOOKED IN 18" O.C. MAX. MIN MIN. 2-12d PER BLK. EA. END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7116' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 SCALE: 3/4"=l'-U' 4 1 1/2 =1'-0 r SCALE: SCALE: 34" = i'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I — SINGLE 05 CORNER BAR, 3OX30 TURNED UP DOWN INTO ORLEFILD BEAM OF DL CELL BOND. 8x0 CMU PIER W/SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR SEE PLAN. I� / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" .1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 r G BtMDXV. Ala LOT ABBOTT PARK LOT #18 BLK #9 PROJECT 04181.00 -18091 WoDEL1 4EAB "1672-ARIA" GARAGE OWDqG: LEFT PAGE; DETAILS 160 MP E . C "LOTrS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEELLOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 81608 847000 MITM1T 17A8 IT TYPE LENGTH 8/8 PLAIN SOLID TYPE LENGTH MIT 61167T a1261T 8181-1T 8/�1T 1f861T BI618 aam Tn 17n IT/Is ITn SIM amm 8I u 8r�2r aIl&27 Ma v4r PRECAST 1438 96Y 8114 4217 68M "20 7M1 3'-8' PRECAST 889 1024 3'-' PRECAST 1M9 3a2{ 43e4 a2M Mat 70M 24M M18 eMe 71M 9M7 10000 15e9 96E4 4M4 1EM Mae 7001 4'-0' PRECAST 1065 7a0 E85 WAS 89447M 5M7 4'-0' PRECAST 514 783 4'-0' PRECAST lees 30M M15 4670 6826 6079 19e1 9113 7102 6M4 76E7 6751 1383 3060 M15 490 8525 WN 4'4' PRECAST 819 on 1770 2100 =3 AM 4300 v4r PRECAST 398 591 4W PRECAST 1207 2692 3a75 4043 4711 Sam 1S25 W43 7647 671E 0541 TWO 1207 2ro7 AM 4043 41F1I am Ste' PRECAST 931 1247 IM9 AM 3123 AM 4249 PRECAST 411 411 84• PRECAST Iola 1606 2974 2944 3513 4084 1310 4400 TIN 730 570 IslasVW 1010 2270 AM 3300 99e1 4094 5-10• PRECAST 817 1024 Iasi 20M 250 3001 8470 s-10• PRECAST 340 3� s-10• PRECAST on 1498 1971 am 2M5 3aq 1161 Am am some Moe ane m 2MB 2M3 3107 300 4133 8'�' PRECAST on1139 1/M 3W 35M M1 AM 4383 M 8' 8' PRECAST 410 721 SWel PRECAST aM am 1578 IW5 Am 2110 32V 4 7054 IMM 81As 835 IMa 2329 AM 3251 V12 T4• PRECAST 570 9M AM 2205 AM 3101 AM T43• PRECAST 803 694 RS' PRECAST 718 9M 11al 1412 1743 2c26 mA M 340 404 7M7 647E TV 1624 2185 200 21V WAS 9'-• PRECAST 428 Ms 1003 2204 24M 2M6 Ea 7 ow PRECAST 192 384 g'4• T 454 mm m1129 1310 aM 1074 2296 3081 400 48M 672 1318 1648 Im 2184 2519 10'$" PRECAST 388 487 1247 IM 1904 2108 M28 10'$' 151 301 -8PRECAST 10'' 3M 40 612 755 an 1042 m1407 1897 2781 = Am M4 1180 1472 17M 1710 19M 11'-4• PRECAST 330 544 131E 1742 2282 AM 300 111-4• PRECAST 132 417 111-4' PRECAST 430 408 BM an m 872 644 1312 1742 2212 211101 866E 406r3ft 1372 1948 1470 1710 PRECAST 308 Mr 1219 1M6 2046 25M 3191 12'-0' PRECAST 111 370 12'-0" PRECAST507 an 476 a67 M8 7M17-0' 1210 t5M As48 E5M 8171 440 lsoo 16M 18a ale 13'-4• PRECAST 270 433 1045 t3M 178E 21V 2636 13'-4' PRECAST 82 298 13'-4' PRECAST aM3M 484 ON 645 414 1045 I= 173E 2316 2805 � 1M7 1312 1071 1208 14'-0• PRECAST 254 aM 97e 127E IeM 19e1 2279 14' 0' PRECAST 71 293 14'-0• PRECAST ere eee 448 toe we eM 97e 1272 IM8 19M nee Am 717 001 1102 975 1133 14'4• PRIESIRIESSED N.R. N4 N4 N4 N4 NR NR 14'-8' PRESTRESSED N.R.83 14' 8• PRESTRESSED 239 422 aM GAS746 m4M 1079 US 104 22" 271E 246 aM 9M 1237 1474 1715 15'd• PRESTRESSED N.R. N4 NR NR N4 N4 NR 15'-4' PRESTRESSED N.R. 252 16'-4' PRESTRESSED E24 eel 484 574 M4 m412 1014 1340 17M 2110 Asia 230 M1 906 1134 1353 1572 1T•4• pREgTREggEp N.R. NR N4 N4 NR NR NR 1T-• PRESTRESSED N.R. 183 1T�' PRESTRESSED ter A26 Ms 461 M7 GM 300 aM 1121 1413 1739 2047 102 we 720 MI 1135 1912 N.R. NR NR NR NR NR NR 19'�' N.R.148 19''4' 102 2M 346 430 $1a m19'�• 235 73e 910 1290 1467 1716 146 429 an eo3 900 1008 21%4• PRIES TRESSED N.R. NR NR NR NR NR NR 21 W PRESTRESSED N.R. 125 21W PRESTRESSED 142 210 300 881 454 w 1M 5M Ma ION 1108 140 142 an 537 an 816 943 22'-0' PRESI 19101 N.R. H4 N4 NR N4 Nt N4 22'-0" PRESTRESSED N.R. 118 22W PRES IN 226 2M SIR4As 407 1M MD 704 982 I= IaM IV 359 $13 6M 779 am 24'0 PRESTRESSED N.R N4 N4 Ni N4 N4 NR W4r PRESTRESSED N.R. 91 2v-w PRESTRESSED 124 174 245 302 300 418 129 400 $54 824 1014 4447 124 310 40 1 551 M7 7M -ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES* BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 I N. RONALD REAGAN BLVD. LONG WOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0 �1 I I I Ij avmrv. ae n-M ABBOTT PARK LOT #18 BLK #9 FROJMCT 04181.00�-18091 MODZU 4EAB "1672—ARIA" GAP.AGE ewneG: LEFT FAGr. SAFE LOAD TABLES 160 MPH . C DAz' r21 TAL. M: OB /14 / I ICALIC. 1/4"=1'-0" S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x, 1/2" 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/T' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER,. ZF 72 P8S36, .177" " x 2 719" LONG, WITH WASHER C 16" OA. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANWAOTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 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. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON 4 NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO y✓� U U U BRACE TOP OF WALL. V CJ1 - CJ3 CJ5 1A Cit. CJ2 CJ1 N Y N x III Y Y m II x EJ7 IN Y N N N N N � N I W x N 13N u I Y Y ATTACH 4'-0" LLONG 2x SCAB TO Y 18 Y m l u Y TRUSS W/ 10d NAILS (M W O.C. N I I u 3.1 u x - (4" FROM EA. END) : �a�a a :s�amsie sasmara� =m�sasaa: aka :mamt® 6 =isse��zmsa il( sm® a = mvxsWaxa:s -asa:aas�m-s®mamamea Isad.a:aa�a�a a®:mepam ags�mmsssasaa s�®asa�a�a-®m: =amm®a : aeammaaya:a�aa�x�as:m a�l6aasa.�l:a aaa�a>�aas�ma�=amaaa ti� �g as®=as�-ssys:=�sz®a m�a IlmaLa�=�a�=®mm®1. �aam�mmm�mm.a.a.�a�aa.�� Jam�am�=aaad�ama�mam.samaJ�aaaa:<a �o��am�a�aa®m �a�IIIII mm�m�a>Lmeeme_:a�{a :J®:m�a=az=L=m�mm:=a�maamm II Al A m� � m�.� sue{.\ ��-• � t �- 1 s_m — — Az A3 ACCESS ATTIC Aa .�m-m_ma_mAS =�.,lR.�= IA AlAS m��s .� iler V +.rim .omr. A8G amv- Y Py NYYYYY � x 1A I. U U U W 7 8 Oa' 1 FRAMING PLAN SCALE: 1/4" - 1'-0" Is, :J3 M WO 00 U O mi of no "Ada �T= 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 Q aulwry aN ion ABBOTT PARK LOT #18 BLK #9 Pltojw 04181.00 —18091 HODEIa 4EAB "1672—ARIA" GARAGE awnaG: LEFT PAGE: FRAMING PLAN 160 MPH A C A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 �' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. tx2 SECURED W/ 10d GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x r, 6'. 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTORS) SCALE: 4" 1' 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1f7HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -. TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USEDIN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SOS J' x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)�' x S' TITEN HO TO CMU AND (18) SOS j' x 14, 2x WOOD FASCIAAMASONRYBON.0 TO GIRDER SEE ARCHITECTURAL3" SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED WI(3)16tlC{2) GALV. COMMON NAILS(2) �' x vmTEN HD TO CMU AND (18) SDS }" x 3' 1x2 SECURED W/10d SCREWS TO GIRDER (EACH TIEDOWN) EAM GALV. COMMON NAILS BEE ENSURE THAT CELLS ARE GROUTED 12" O!C SCHEDULE SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) STYPICAL ROOF 2b 2c 2a GIRDER CONNECTOR(S) 20 GAUGE 112 HOG NAILS i END. TOTAL OF 10 FLOOR GIRDER 5/8" A.B. WITH MBEDMENT TO SLAB & (18)16d x 2X4 OR 2x6 WOOD BEARING 2.11'NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO ITDIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/7' GYP. WL. BD. • + ' GIRDERIWOOD POST CONNECTIONS 5 ° /. . . SCALE: 3l4"=1'-0" 4 FLOOR TRUSS CONNECTION L.B.W. SCALE: 3/4'=1'-Y' (NO UPLIFT) DEPTH 1/4`D --HOLE EDGE >5ffl' -HOLE DIAMETER 215•D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1P7'=t'-0" EDGE >5/8" HOLE DIAMETER <3/5`D DBL. STUD # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 19M UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 7APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d @ EA TRUSS(DIAG. BRACE TO. COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)'W" BRACE 30'-1" TO 60'-0 (3)'W' BRACE (1)"X" BRACE 0CENTER ea MAx Iwnxa) (2) "X" BRACE DIVIDED EQUALLY o 19-0 MAX CWMX4) FROM CENTER TO END. 2x WOOD FASCIA, - tx4 DIAGONAL SEE ARCHITECTURAL STM. CHORD PRE-ENG GABLE TRUSS —� BRACING, SEE PLAN FOR LOCATION STIFFBACK (AS PER----, MAY NOT BE TRUSS ENG) n REQUIRED BTM. CHORD OF 3T- WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0'O/C —/ --END WALL OR OTHER MAX., OR 214 BTM, CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 10 DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED 01 10'4" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'1Y' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1, METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS 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 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 Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'1" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M. 0003328 j3 Ilt 10 BVSDIV Be w1r. ABBOTT PARK LOT #18 BLK #9 FRO" 04181,00 —18091 MODEU 4EAB "1672—ARIA" GARAGE BVFMG: LEFT PAG18: DETAILS %16rVH 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d Ee ., �,,., ....+ �.,�.+�,.,.. �_...�. TRUSS(DIAG. BRACE COVER 6 TRUSSES) 0-0" TO 30'-0" (1)'x" BF 30'-T' TO 60'-0 (3) "X" BF (1) "X" BRACE 0 CENTI (2)'X" BRACE DIVIDED FROM CENTER TO ENC PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 112, 2X WOOD FASCIAfENGINEERED NECTION PER SEE ARCHITECTURALSS MFG, 2x SECURED W/ (3)16d OOD GALV. COMMON NAILS. 4" O/C, 1X2 SECURED W/ 10d DRAWINGS GALV. COMMON NAILS CONT. 2X4 RAT RUN 17' O/C L SECURED W/ (2)12d's 0? MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS Qj_W/ HIP RETURN SCALE:3/4"=1'1T' VTCR SPACING (1) AT EACH END AND 6'-0" O.C. MAX. PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. PRE-ENG GABLE TRUSS- 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 216 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W17' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 6' O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE —CONT. 2X4 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED 0 101-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4'=1'7 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003326 I TT PARK T #18 K #9 T 04181.00 -18091 MODEL: 4EAB "1672-ARIA" GARAGE EWnM: LEFT 1PAGE: DETAILS 160 MPHAN. C F 16 DATA 06/14/21 .. SCALE: 1/4"=1'-0" 8*1mw S3.1B I TT PARK T #18 K #9 T 04181.00 -18091 MODEL: 4EAB "1672-ARIA" GARAGE EWnM: LEFT 1PAGE: DETAILS 160 MPHAN. C F 16 DATA 06/14/21 .. SCALE: 1/4"=1'-0" 8*1mw S3.1B ALL AGGREGATE USED IN CONCRETE SHALL SIZE SHALL BE 31C. GABLE-EW ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70.90) ZONE 2e = 60.90 PSF (70.90) ZONE 3e = 70.40 PSF (80,40) ZONE 2n = 70.40 PSF (80.40) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 70.40 PSF (80.40) "A"- 4'-0" END ZONE DISTANCE BASIC WAND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -A 0.18 ROOF DMP"PAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE IOd RING SHANK GUN NAILS ®4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL RFOUIRFMFNTS SIZE HEAD LENGTH E DI A. TENSILE STR. SHANK ASTM 10d RING SHANK, 212' 0.131 F1667 C ANK 170 000 RING (1620 RINGS RSRS-03 80 RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Ed RING SHANK, PNEUMATIC 23/9' 0,113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING O z USE 12' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 0 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 j 3 BOTTOM PANEL AND SO RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. -" � BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1'. iOd NAILS @ 4" O.C. ON EDGE AND 6' O.C. INFIELD ZONE 2e, 2n, 2r. tOd NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 31 10d NAILS a 4" O.C. ON EDGE AND 4" O.C, IN FIELD N117M ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8 RINGSHANKGUNNAILSQCOC. TOP & BOTTOM ECGE9 10 8 TYP. EXT. SHEATHING ATTACHMENT I =GABLES -DROP GABLE END 8 (1) ADD'L DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 IWO.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2' DECK SCREWS ® 6--8' O.C. MAX EQGES 8 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T8G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHTECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF, I ARCH TECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPUCABLE BUILDING CODE STANDARDS: FBC422020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED YI'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACt 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/802-18 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE S44K CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH 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 FORM-WOM' CORROBORATE WO TETRAHEDRAL (DOT). OD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SWILL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POP 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 ACt 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. 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 ©(CLUB K$ FROM THEM PUM: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYP 02. 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 TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS W �� AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWNS. WELDED WIRE MESH, SHALL BE ASTM A1084/A708/M, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE WOO THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION E ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0" OC EACH WAY. ' TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O 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 FOUNO. DESIGN LQADB: ROOF: UVE LOAD FLOOR: LIVE LOAD 40 psf 20 pA TOP CHORD nanapnw t 10 pO BTM CHORD i1On-OOnpMReI t DEAD LOAD DEADLOAD 16 ps1 TOP CHORD 20 psf TOP CHORD (7 Psf w/ ASPHALT SHINGLES) IT psf w/ No GYPCRETE) 10 Psi BTM CHORD 5 pV BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 pW STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =180 MPH 3-SECOND GUST (ASCE 7.18 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNNHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pd,, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd,, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD INFILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 4OW SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPUANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAW NGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT, FOUHDATIOW 817E PREPARATM9N: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETESHALLACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB, CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' d- PRIOR TO THE ADDITION OF PLASTICIZER NO S'TEFJ_ REBAR SHALL BE ASTM A815AS15M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A815 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 38" #5 BAR - 30' #7 BAR - 47' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A448M GRADE A AND SHALL BE HOT -DIPPED GALVANIZED, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER RILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASISIUTY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MAA�Y' 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. "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. 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 MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE ftn = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)„ U.N.O. WFUJICTURAL STEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA38M, Fy - 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM, GRADE B, Fy = 46 IW. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 ksi. 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 F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CW94M OR MEASURING, MIXING, TRANSPORTING. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, JSOLTS ARE TO BE STEEL. ETC. CONCRETE TICKET$ SHALL BE 11WSTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE 13 A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NCN COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER i-12° FOR 66 AND SMALLER 3" FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/B' FOR SUBS, WALLS AND JOISTS I42" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPIIGiNIN 811E TYPE SPACING RE)AA. KS APPLIGTON SIEE TYPE SPAdNO REMARKS -PT -TO GeE HARDENED WIL GARAGE WORBW( 1N'gA iAPCON MAe]MiY Itrz'FMeED.YEW qeT., MP80NRY/GONG NAIL 11R'LONG. 9"OC TO MM�NRYIdJNO NO WPBNER FASTENER 11/3'EOGE qeT BOO, AL. IXi. DOORS GANALIRDE G, 9"O/C WINDOWIDOOW FABiEN£D GARAGEOOOR BNd( LB" qA OR E%PAN910N BOLT 18"OIC I—IA) 1`EMBE0., qBT, fs PT, eEE NOIEB LO WUL 11rz LOW. STAGGERED INTO MA80NRYroONC TO MAEONRYICONO. W1WA"R 31"OIC Itrz'dN EENO ]'EDGE AST. W�NDow BDdc cASE HIRowEomlL cao r3Noowpodw FASTENm META .-To CONTACT THIS ENGINEER FOR SPACING 1y Pr. SEE Noree NNL 11rz LONG, sTAGOEREo wro MASDrmxgrxi MAswm lmNc. REQUIREMENTS ExT.SWINO DOOR (2)LIB'dA. `TAPC ' 1V2'EASED. B" - NON-BEAPoNG thOOO tl[' 1`EMBED. O"EPO BLCK3PT. SEE NOTES NO WASHER FASTNER 1B`OC dST.,fI ED3E— TO CIXJC BLAB WI WASHER BOLT q8T., 9'EDGEq T. ie PT WIN.WBUCI( 0.138°PPFR]1I3" S"OIC 1"END. g3T..ttrz P TOSTEELOOL.. BEE WI wA31£R STAGGERED Ed3E d9T. 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 MATERAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND aMEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7741SO78 FAX: 407-774.407E www.abdealgtigroup.com AA k: 0003326 P IL' y i BUZODIV. & IAT ABBOTT PARK LOT #18 BLK #9 PI oixICT 04181.000-18091 UODZIt 4EAB "1672-ARIA" GAZAG18 BWMG: LEFT PAGE: DETAILS 160 MPH W. C FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED I SOFFIT 1D THRU SOFFIT AT NAIL HEM AND IN VALLEYS la-8" MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) O STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED �- 12" O.C. MAX (INTO 7DWOOD) IN J-CHANNEL SLOT 8.. WOOD BATTEN 10 -STAPLES INSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS _98X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. B" MAX -fll lo- DETAIL DO STAPLES INSTALLED- J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFIT-`1 30 J-CHANNEL I', h 11 rTA 11 r V-VI 1/�191YLL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN Imo ----SPAN 'L BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOI rY OTHER EMB. WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOI 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7DSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 O SOFFIT- NSTALLATION SCREW, EAVE WIDTH HEAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD SOFFIT _� '';OFFIT" 1 CMU OR WOOD SEE DETAIL 'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END ," TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN ATTCHMENT ® 8" MAX—oI FASTENER SPACED 24" gQ MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. LJC 1 MIL F1 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407.77446078 FAX: 407.774.4078 www.abdesigngrotip.com AA R: 0003328 F BUDDIV. dt LOT: ABBOTT PARK LOT #18 BLK #9 PROJECT 04181.000 18091 HODEit 4EAB "1672-ARIA' GARAGE BWnM: LEFT PAGE: SOFFIT DETAILS 160 MPH . C A s6s�� A Lai 5 A/-k-1 u