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HomeMy WebLinkAbout7578 Broad Pointe Dr99 91504-3EAB-ALLEX9 'v WpR ALL C {I IpL �- ( t�Milal '•i'd! T f iIr�%�il�.li�= CC;DE:S FLCRIDABa1Il BUILDING ,( C3EA THE NATIONAL AND ELE,F � PHYHILLS ANDCITY rr 0Pp1NANCFc HOMES ti'1S �Evl� ot�f elp P1-� Ek 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA r FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS - )fM B7� N700i� ' � *M.' -AM ✓ OM BUTS COBS -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - YB - M. INTERIOR FINISH - CLASS B -BASIC HIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE -C -1-STORY RESIDENCE - -2-STORY RESIDENCE - 1W. HEIGHT AS PER LOCAL AND STATE CODES A/C ABOVE LUMAV. LAVATORY A/c AtscoxD?TlnxrNr. LUM LUMINOUS _ ADJ. ADJUSTABLE M.C. MEDICINE CABINCT ALT. ALTERNATE MFR MANUFACTURER AMP AMPERA. MINIMUM BD. BOARD °E MT METAL THRESHOLD CAB. CENTER LINE MTL. MOUNTED CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ONCENTER CONC. CONCRETE PL PROPERTY LINE PH PHONEUTTON cPP' CARPET D. DRYER PLT PLATE DBL. DOUBLE PLYWD PLYWOOD D.O. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED DATE DESCRIPTION MMAg CpI,ISTRIJCTION D000MENTS ISSUED ARCHITECTURAL SHEET DESCRIPTION 0I120% PLAN MAINTENANCE PG CS -COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG E1-ELECTRICAL PLAN PG P1-PLUMBING PLAN 03l2&M REVISED LINTEL SIZE • ENTRY 0�14L% ADDED LED L1GW6 TO KITCHEN / BATHROOMS PER MARK SOULS 161M ADDED W'D LAYOUT 10/ISM! ADDED OPT. 8'-0' CEILING HEK>*1T OtAOM REPLACE LOP CONNECTORS UITH 5 Psm CONNECTORS 04A31M OPT.V-O'CLA.NGT.-REASEARCMUAY14EWTS 01/MI MO FBC UPDATE 03/0W1 ADDED SOFFIT DETAILS DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS UP. DEEP R.A.G. RETURNAIRGRILL DR DOOR REF REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING NN D.W. DISHWASHER S.C. SOLID OEXTE DR FA. EACH S.D. SMOKE DETECTOR ELEV EQUAL ox SH SINGLE HUNG QL EQUAL G. SHEET EXT. EXTERIOR SHWR SHOWER F.G1F}C. FLXFDGLASS Sim. SIMILAR Fw. FFwNSHAS SL.GL. SLDING°OGLASS FLR. FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FIG x FOOTING, DOOR TEMP SECTION GA. GAUGE THK. THICK OAK DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. °RATENDPFAULTTER CIRCUIT T.O.P.. TOP OFPLATE As OL. GLASS TYR TYPICAL PG MI -MECHANICAL PLAN PG Di -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS -STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA A O. A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (4D7) 774-4D78 SQ.FT. =.'s LIVING 1504 9Ca. FT. � 3 31 SO FT. LANAI 86 $(j. FT. TOTAL 2011 $0.FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.1B-DETAILS PG 51.2-DOWEL PLAN GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOT H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF IIDR HEADER W. WASHER INSUL.OR H` INNSSU°LFUATION wn. WITH D WINDOW ` FOR W/H WATER HEATER WT. WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S1.2A-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2—LIFT BEAM PLAN AND NOTES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S21A-DETAILS PG S2.2A-SAFE LOAD TABLES INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3-FRAMING PLAN PG S3.1A—DETAILS AS DESIGN GROUP WELL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG S3.IB-DETAILS MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SNl-DETAILS PG SDI -SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 a 6 evenly a LOT: ABBOTT PARK LOT #30 BLK. #12 mTw 0 18 0w-30121 MOaZt, 3EAB "1504-ALLE)C OAIRAGM I VMCF: RIGHT PAO= COVER SHEET 160 MPH EXP C L WrNO 93M J rpnn4T -I 04/07/21 8CAIM 1/4"=1'-O" cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR TRH 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, St1E WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 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 1 318 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN F INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C, SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 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. EXTERM WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH 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 EKTERKIRFMASNES i. 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-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-CA063.19a & 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. FIRE RESISTANT CONSTRUC710N UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 80FFR8 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) 781 EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12110/20 (RM) d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 N R ou=zH. Aa XaTt ABBOTT PARK LOT #30 BLK. #12 UOJBCT 0418 .00 -301 1 MOI)ENs 3EAB "1504-ALLEX" GARAGE BwixG: RIGHT PA00 GENERAL NOTES %160 MP XP. C 12 % �A) DA 04/07/21 BCAXJb 1/4"=l'-0" BILE= GN 3052-SH EGRESS 3052•SH EGRESS HIS m io 36'xb0' OHM I I BEDROOM#2 I n BE -v CL& i PAN B ATTH-01 #1#1 LAV. LAV ;2�-4 v ip �� 196 ➢41 BEDROOM #3 I I 3-SH v a -0' CIA I I v �+� j COATS IRU I�aGARAGE W-4. I ti W.N. I I1 ---`! ^ b2 8,y BATH#2 CLr.p tUB/ -0 ---I HALL U1>2-f 0 81-0' CLG, RANGEb20 I I eI 2'-4' al, BOLLARD AS REQ. k, —CODE PERBLDG. I I � i' - - U - - - t-gm- 9 m II Ir9C II7116,®WH A I AI UMO ROOM Itl�v� W-0' CLG I /�� W. 1 v v I I Ici I I� I Im LAW I Is,-o, aa 1 'v ip LBV. R1TCfiEN oPT j V41CLG REF. v >u ;� 8'-4' 2'-4' 3'-8' 2'-10' - 20 MIN I I :o we n 5'-6' 2'-8' 2-8 v rj' 8'-0' 3'-8' 3'-8' 1' -4' ---- �� 1 i i i `I--� OPT. 10 i D. -P ro �n DMG ROOM j ---- y ? o C ^� - v ENTRY I V-0' CLG.I v m ro I I - I Is e PANTRY s r4v CLCL i I CLG :p 052- (2) 3052- a '-4 4'-S' 14'-4' 18'-4' 18'-4' 5'-4' '-4 23'-8' 4'-4' 23'-C' 6'-8' 6'-4' 10'-0' FLOOR PLAN SCALE, V4 . P-O' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. SQ.FT. CAM'S LIVING 1504 50. FT. GARAGE 3w S61. FT. ENTRY 31 60. FT. LANAI 86 Sa FT. TOTAL 2011 SQ FT. MASONRY/FRAME WALL LEGEND 8'-0-0' BLOCK ® L UNA ON PLANS Blues, HST. VARIES 4' INTERIOR LOAD BIR2. WALL UND. ON PLANS 4' INTERIOR NON LOAD BRG. WALL UNA. ON PLANS -ALL INTERIOR DOOM TO BE 618, -ALL EXTERIOR DOORS TO BE 8'-C' UNLESS NOTED OTHERWISE rtF180MAEFoRlImmoB B 0FEW10111 BOUNE ZOIE 1lOKiHlgfO(Nq IBWI{8 NOTIIE FOWAIE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR. MIN. CRITERIA SG.D. MIN. 41 5 34/-43 CRITERIA 16010 O)-I.D. W 5 31/-38 12'xl2' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=C, MEAN ROOF HT. = 15'-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. L. TOP PLATE 9 �n BAR DETAIL A SCALE: V!'•1'-0. • 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 o � xbx B 6 BUDD1V. ds L07: ABBOTT PARK LOT #30 BLK. #12 ROJECT P 04181.00 -30121 MODELS 3EAB "1504- ALLEX" GARAGE 811MC : RIGHT PAGE: FLOOR PLAN %160 MPH A C D � 04/07/21 sCAL.E: 1/4"=1'-O" SHEET Al BLDG. W.T. DECORATIVE 12 SHINGLE ROOF 6� - FRIEZE 4' FRIEZE YPBAND ITYPJ TD _ ' TRIM LAP SIDING AS BOARD (TYP.) F'EGIFIED ITYPJ � b' RAISED A BAND 4' RAISED _ M 4' RAISED - 'i mill OEM OFF RIDGE T } Ig AREA OF ATTIC 2232 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = VM/300 = 7.44 = 1071.36 SO, IN. MIN. REQUIREDVENTILATION IN UPPER a .5X 2071.36 PORTION OF ATTIC = 535.6B SO. IN. IBALANCETO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 Sa IN. FERVENT TOTAL If OF VENTS REQUIRED = 0.658m TOTAL # OF VENTS PROVIDED 5 S'-O' BRG. HGT� BRCS. HGT. I I � I I I I I � I I 0'-®' FIN. FLR., _- ___� __ -0' FIN. FLR. ♦i FRONT ELEVATION SCALE: 1/4 - I'-& TEXTURED FINISH 12 4 _" OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • P-®' TEXTURED FINISH ( � �LLQVER DETAIL _'_V' BRG. W.T. A /2 • I'-C' 1'-TO 1 1 - I I �I 1 I I I I I I LEFT ELEVATION SCALE: 1/4 " I'-®' TEXTURED FINISH 12 S OFF RIDGE VENT OFF RIDGE VENT _e_q m' BRG. HGT. 1 I - I 1 4B 1 1 I I I I I I I m � 0'-0' FIN. FLR. ,a__--------_,__________- - - - - - - - - - - - - - - - - - - - d0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 • I'-V' TEXTURED FINISH 1441 Ni RONALD REAGAN BLVD. L0NGW00D, FL 32750 PH: 407-714.6078 FAX 407-7744078 wwwabdlmigngroup.00m AA N: 0003325 A 8 Y o Lb somaty a. Loa': ABBOTT PARK LOT #30 BLK. #12 PmJL'C 04181.00 -30121 �toal�ta 3EAB "1504-ALLEX" aAaAas sMMO: RIGHT PALM ELEVATION "C" %160 MPH EA C l) E 04/07/2 1/4"=l'-0 "2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -H V n&V OUTLET 30 AMP SHUN POLE Ilov OUTLET IIOV O, %V 12 CT OUTLET YtlalD TO SWTON am We OUTLET Et2 WW WHRo PALL lt)LE 7YI•E %R a@ 22Ev OUTLET (4) HIRE CONNECTION -iy- 5FI Inc. IUATRPRDOP OUTLET 4110M PAU.Y NTIIEElP7ER SUITC 4 BOTTOM 3-LWUY DRINK 64 eUTCH 4-RWY OPER Fo oNLL MOWf® LEHR CEILM LIONT © LED CLO LOW © VP LED VAPOR PROOF WHY O VP VAPOR PROOF LWW OPMCB" D CA14 eVER. PAN I OF, PER 4. FT. VENT. PAN YHLISIIT Ian Poe OG n. (&•EC&RAND BY IaeAP ® (NmcE�eED1 Raw AROUND 10 R LL (EUIO= FNTJ 2-EYES WRAP AROUND r p--1 2' RJIDIE.DENT 4'P.UOENK; T y r-+>•�—rr--e-1 C 4' TRAOC LgHT 0 PMEL g� PETER OSD. a M aKe wtECYCR yLy °A 1�T I WALL rxitaw MATT. AGM-IlP 1 Ilmom DETECTOR BL11E� ®CA M MPDXIDL EIL%L a`E0?DR INTER -CONNECTED 6/C.C7 CQEIO SHALL IN DISTANCE OF NOT LSee THEN 4' PENNDNIT LONT LIB NATURAL GAS OUTLET OF. TELEPHONE JACK DaATERRcdaNEATEREcrAR t CON 0 DRCONe MT 7ELEvmm JAOK IL O J-BUNT TO BEMPW INPOR7 ACCORDANCE W ISM 11APi A. &CH FOR t0 m &!FORTED N cELN& PALNd-TORT ACCORDANCE Will BOX rTARc® AS OUCH MR arena 24' NCANDEEOEIT LHNT qRP GG M' INCANDESCENT LOW STRIP nnnmm�nnn w• INCANDESCENT LOW SNeP ROOD LIIBIT 0". 6Ea1RTY K!"AD • PA MAN -BUTTON POR aNABS, we PORT • LOCATION OF TV JACKS, A PHOE OUTLETS 4 PANE TO BE VERIFIED a HOMBOIU49R PRE-CONS,TRCTICN MEETNB. • ALL B a 20 AMP BRANCH CIICUIT& TO BE ARC FAULT PFRDIECYPD PER ELECTRICAL. FROVIEIONS, OF ESM TiN EDITNON Tame) a Nee a1e)a Sere eONTra.L • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GR a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER, DISCONNECT TO BE LOOKOUT N PANEL • BATHROOM EXHAUST PAN TO HAVE MN CAPACITY CP 60 an INTERMITTENT PER ELECTRICAL FICVISIOK& OF S,NC7IGN MEOTJ N4aGR TTu EDITION raeaeL • ROOM IRCC♦L P &WALL OiIRONO FAULTC "KIT IO FAULT CIRDIT-NTERRFTER PROTECTION FOR FR ON RENDERS, O4 MEL • WNWT METHOD SMALLS NONETALLC CABLE PER ELECTRICAL FCOMMON& OF FECR TTH eD tame& ALL lIIOIEL ro carLY w7H ELECTRICAL PROVEIONS OF THE retie TT4 ED Tame,. PIE, ENlR1Y GQ EOE eATION (IeLAIDENTIAL EMOMY 10!12@XZML2M Yu, EDITION R4OI1 :ONDUIT OR 3 22o AL&.ER e OVER4ANW 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBNATtM SERVICE Bo AYMP DISCONNECT SWTCN AND D01210 VC GENERAL NOTES. M ELECTRIC METER IN A. ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NEMA 3R ENCLOSURE COFIPLY WITH ELECTRICAL PRONS,IONS, OF THE PBCJR TfH PANEL EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY RECUREMENTS. EOARP IL ALL CONDUCTORS SHALL BE TYPE TNFWIFAM UNLESS NOTED OTNERUSE. POWER C21PA TRA49FOR IER PROVIDE I&0 AMP, W440 VOLT, I PHASE SECONDARK ELECTRICAL SERVICE. PROVIDE 3 al COPPER (CU) N 142'. DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 RAD ALLMMIM (AL) N 2" DIA SCHEDULE 80 PVC CONIMT L&1LE8& SERVICE 18 PROVIDED EY THE ELECTRIC COMPANY. COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO ENO. I I I L I \ LED LIGHTING ® SINGLE LAV. BATH 02 PRE -WIRED C l{/LCs PAN 1 B®ROOM#1 I w.Lc. PRE -WIRED CLG FAN BEDROOM #3 a . GFI I _ CEILING MTD. I I i i ICO I'I LIGHT TO ESE INSTALLED, PROVIDE _ J-BOX FOR li %% PRE -WIRED CPT. --/- OPT. FAN CLG FAN I OUTLET FOR LM OROOM % DISWWASHE % H LANAI I %♦ I UP GFI L — tELEPINQE SERWA y CABLE TELEVISION DNTIRAWCE SERVICE ENTRANCE ECUPmw am"-m IT NTER&YSTE'1 BOD&XS TERMINAL AT LOU VOLTAGE CONECTION& 1 e4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF THE POOR TTH EDITION (2me2 DM' DIA X & PT LONG COPPER CLAD GROUND ROD 3'-0' I'-6' \ I L L 1 I----------11 LED LIGHTING ® DOUBLE LAV. BATH •1 • NINE 1 &;SOE Ar P %iLm L PANEL: A PANEL: 42 art. breaker VOLTA O E: 120 1240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #2/0 CU TFMN & 1- 06 Cu (G) in 7C. OR 3- #4/0 AL TFNMN & 1- #6 Cu (G) in 7C. wire Pala w Doseribilon Wane CJrait cIrcUit Wane D.Im1on Bb PaM Pala win, WVeEb pit 1 20 Slat Awl.. 1500 1 2 4 8000 Rene 50 2 06 # 12 1 20 Atcraw%e / 18M 3 N2 1 20 Bm AMI;_ance 150D 5 6 4500 Water Hmter 25 2 #10 # 7 1 20 Reei Tor 1500 7 8 #12 1 20 Dlrn AFG 150D 9 10 1200 a GFI 20 1 #12 012 1 20 Batli CiFI Rm W 1200 11 12 15DO Did—t-ffi 20 1 $12 #14 1 15 F IHM 900 13 14 5000 Dryer 30 2 #10 014 1 15 Get Room / Din. Unit / Lmr AFa 900 15 18 #14 1 15. Ntchm LI / / Dr AFCI 900 17 18 15DO W 9w GFI 20 1 012 #14 1 1 1 15 I8WA21LiimndrvAFCI 1200 19 20 1000 G# oer Der GFI 20 1 012 #14 1 15 Reid 03 1130 #2 AFCI 900 1 27 1 22 12DD Gar I Ererlor Us & R.. AFCI 2D 1 012 e1 23 1 24 900 Tad #1/ WO. AFCI 15 1 $14 e 25 26 900 Sad #I/ W.I.C. AFCI 15 1 #14 27 28 p e 29 30 e 31 32 p e 33 34 Spne 35 36 so.. ec 37 38 8.. NR 2 E A/C AH1l NNrer 10 KVA r 65% "m 39 41 40 42 4400 N.C. MC C.U: 1 40 1 E 1 Lad wtied todo nd lector cakuNHm One 1 23400 3DI00 Lmd wbiect to War mkuHtlans/area DellEHtd Factor CRkula&em: ABBREVIATIONS: AFCI; ARCFAULTCIRCIATINTEARUPTER NG NONOOINCDENT LOAD GFI: GROUND FAIA.T INTERRUPTER Tar latl to ft—cl fxb W500 FOe IMM-br 100% 11DIO Rn11aInI CFIb r 40% 17900 Trial PiC lad 70%forhMe arw 7740 LOAD CALCULATION I$ BASED ON AC NON4:ONCIDENT LOAD Tab! Cm acted Laad eea 29140 Tar /240wb A Oerwal L inY & Rme cN Load T1N1 A/C Far 1504 Gmerr Us & Roc 3 W / . FL 4512 FN-Hale 10 at 65WILIolt at 100% 1 1235 Gmerr 1 5747 Ckts# ttslc Total watts G—W Lt & Rao Pant A 10 575 5747 METER FIELD VERIFY H LOC. ��jj[[ PANEL IRRIGATION4 OUTLET • 48' AFF. — KEYLESS WALL MOUNTED L*HT W/SWITCH IN FIXTURE i ATTIC �1 I 1 L-J GARAGE ' iP.B. FOR ° 1 GAIT \ \ DIlNIDdGR00M I i FOYER I I I 1 I I ® I Qb ELECTRICAL PLAN SCALE: 1/4 a 1'-V' \ i'iGFI I OPT. COACH () LIGHT 1, t' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: OW3326 b CE 6 W E 0 ABBOTT PARK LOT #30 BLK. #12 P "w" 04181.00 —30121 1[ODmLH 3EAB f11504—ALLEXr' GARAGm SWEIWO2 RIGHT PAGM ELECTRICAL PLAN 160 MPH EXP. C COND PLUMBING PLAN SCALE: 114 • I'-0' KIT PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-0078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 kd °KKs � a d a L-tj ABBOTT PARK LOT #30 BLK. #12 ruo'T 04181.00 - 30121 xoa=- 3EAB "1504-ALLEX" MARAOR EMMO: RIGHT PAOR: PLUMBING PLAN AP 1lA. TO AR NO 90723 MAIN aPRATM 04/07/21 'SC 1/4"=1'-0" e� P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT WALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER r MFG. REQUIREMENTS, 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS i AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, WALL. BE CONSTRJCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION 0020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $I4ALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER, ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR PEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. Iz" OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 56WO INSIDE SERIES NICKEL BRASS TOP CAULK P.VZ OPTUSPEC FLOOR SLAB CLEAN -OUT (TYPN COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN.) LEGEND ® SUPPLY AIR D114 UWR RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN N LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL ATTIC AIR SUPPLY�I L AIR EVAP. TRAY ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID W CONCRETE SLAB SECURE STRAP TO WIT W/ (2) REFRIGERANT LINES •SXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT EXTERIOR WALL CONNECTION TO PAD 1 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB NOTE, MAIN COND. DRAIN 3/4' DIA y OVER HEAD • 12' FROM STRUCTURE T REFRIGERANT LINES TO RETURN CONDENSING UNIT IV TRAP DRAIN LINE AND TERMINATE ,:�/�IN AN APROVED DRAIN, AS PER FBGR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS MECHANICAL PLAN SCALE. 1/4 • 1'-& M N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407-774-4078 www.abdesigngfoup.com AA N: 0003325 O N W O x L aumviv. a. r o 0 ABBOTT PARK LOT #30 BLK. #12 PROJMCT 04181,00 -30121 moaz,: 3EAB "1504- AL=' oARAGZ OWWO: RIGHT PA00 MECHANICAL PLAN %16 PH MR. C n 04/07/21 8CAlAb 1/4"=1'-O" sxsw M1 2X4 TOP F1ATE PRE-FAS TRUSS V2' CLG. BOARD V2' DRYWALL —­,_ R • R SEOWN ST. — PLATE TO SLAB W/ Wei MASONRY NAIL • 32' O.G. MAX SLAB FM. FLR. ITIONS SUPPORTINCa' HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR NOT THAN 2x/D, WHERE ED NOT MORE 1 TYP. INT. WALL ( NON- BRG. ) D1 SCALE, 3/4'.I'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 905.1.1. ROOF SHEATHING THICKNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TR4)98J/ MTL. DRIP EDGE J/ 2x FASCIA PER i TYP. YR ELEVATIONS OH. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR —36A3'OR5 I*, DRYWALL— 3/6, TOP CHNdJEL (25 GAJ 14' DRYWALL 3 5/6' O5 3/8' METAL STUDS -4 OR 24' L. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/6' OR 5 CABINETS AND TLID/BHOWER 25 OM 9/8' BOTTOM GA METAL TO DE INSTALLED CHANNEL ( 25 JEL IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED I6' O.G. AT MD TO CONC FLOOR WALLS ADJACENT TO W/ 3/4' FLOOR LL FLO STAIR WELLS AND 15ATHROOM a WALLS W/ TILE FINISHWOOD FLOOR W/ 1/4' WOOD SCREW � PNISH FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS (NON-BRG. ) D1 SCALE, 3/4'.I'-D' L /&' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1INSULATION i WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING-------,, STRIPS • 24' O.C. 6' cm 1/2' GYP. WL. BM. WOOD BASE - I n V. WINDOW OPENING n FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNES8 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM SOLID GROUT W/ n)- s (2) COURSE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM 21 SCALE:3/4'.I'-0' _ 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a' ENGINEERED PER ASCE 1-16 IN <r' ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 160S.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (a)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF .� SCALE, 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SWEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 6' cm 1. CA" AIO AR& LM : Y me Mays mm"LN N' OTT. W RD. Now 0.40 2B GAS LINE THRU BLACK TIC.M.4 Vl'.r4 � 2X4 SPF 24' or_. MAX—_� SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS--. STIFFBACK AT ALL UPRICI1' PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS STR 2x RAT RUN SECURED PER—"' STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. PURRING— STRIPB • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE— yr THICK 7 COAT - FORRAND CEMEW F AOTER AMLICD DeBXTLY TO MAOGN Y APPNOVAL RRG VRRTICAL TRAM By MAP. FAMeD TO TM*M BRAGNMU uv FROD m AMROVAL REa 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR WS1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU R BRAD so %kt& Pae Ao 410 TO MLL CT WAL RIM wr ( Ae ROD Rt eTm w0 ALL D (BY MA".) RAO DOCK 0'-0' FIN. FLR 4 ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 4 ITN EDITION, SECTION R301.13 - . AND 16055.1. W/ WINDOW OPENING , TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES l2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 04869 TYPE 1 PR OR TYPE IV UNDER.AYMENT. N /i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abclesigngroup.com AA #: 0003325 0 OVER as LOT: ABBOTT PARK LOT #30 BLK. #12 PROJECTII 04 S .000-30 21 KODZEia 3EAB "1504- AL=' GARAGN swiNO, RIGHT PAGM DETAILS 160 MPH AXP. C TOP, 2X6 P.T. • CENTER OP DOOR HEADER BECIJIED W/ /0 V2' X V J-COLT W/ 4' MN EMBEDMENT W/ 2' X 2' X VS' WASHER 4 NUT OR W/ (2)14' X V ANCHOR BOLTS VS' WASHER 4 NIT I3 m CURE 12.'9:v TO SILK UV 10V4'TAPCONS 1 1,12' EMBED, 8' Or- 4- END D16T- I UV EDGE GIST. IE EoafiG 2X6 GARAGE DOOR MUCK 6EC3ED ILV (5) V2' X V J-DOLT OR ANCHOR BOLTS, UV 4' MN EMBEDMENT, UV 2' X 7' X VS' WASHERR 4 NIT. (V WITHIN S• OF TOP, W WITHIN V OF THE STM, ® (3)EVENLY SPACED. ® B M 1E 9 m NOTES, ALL ANCHORS SHALL BE IN ACCOmANCE TO MA FACTURER'6 INSTALLATION INSTRUCTIONS WHERE aUrJ4 INATRUCTIOI4a A@ MCI! e71l0VfiEMT GARAGE DOOR M BUCK ATTACHMENT D2 .�4u. V,•.P.a V GMIu V2' DR4YWAL ❑ I'X4' P.T. DOOR DOOR L Ix4 P.T. OR 5/4'X4' MN SECURE THOU FRAME 4 EXTEND 1.1/4' INTO NAILER BLOCK W/ 3/W' TAPCONS CAGING (MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I-V4' WITHIN 6' OF EACH END JAMS OR WINDOW 4 16' Of MAX GPAGNG ATTACH TO 2X PER MAUJPACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUM JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4' w TO BLACK +3/4' OR +5/4" 2XM m SECURE TO BLOCK W/ 3/16' TAPCONS (MN SHANK SIZE J45 MN HEAD 812E 300 MN EMBEDMENT 1 1/4•) U3THN V O' EACH END 4 W O.C. MAX SPACING. 2XS, SECURE TO BLOCK WK2) 3/16' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 VW) S, CMU WITHIN V OF EACH END 4 IS' OZ. MAX 6PACING. W' DRYWALL 2XS, ® i'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONG DOOR CASING rMN SHANK SIZE .145 MN 14EAD SIZE 300 MN EMBEDMENT I V4') WT14IN V OP EACH END 4 E' OC. MAX DOORJAMB OR WNDOW SI"'��' ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" WND�ow TO BLOCK +1 1/2" 2X4, SECURE TO BLOCK W/ 3/16' TAPCONS (MN SHANK SIZE 30 MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WUTHN V OF EACH END 4 IS' = MAX SPACING. 2XS, SECURE TO BLOCK WK2) SAW TAPC.ONS (MN SHRANK SIZE J45 MN DEAD SIZE JIM MN EMBEDMENT I V4') WITHIN V OF EACH END a' CMU 4 W OC. MAX SPACING. 147 DRYWALL 2X& GECUE TO BLOCK rX4' W/(2) 3/I6' TAPCON6 P.T. NAILER (MIL OWANK SIZE 340 VAS' OAa X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR CAGING UNT14IN V OF EACH END 4 la' O.C. MAX SPACN& DOOR JAMB OR WINDOW ATTACH TO 2X PER MANPACTURES DETAIL& NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/18" `NAPw TO BLACK +1 15/18" 2X4, 1101 SECURE TO BLOCK W/ 9M' TAPCONG (MN SHANK SIZE .H5 MR HEAD SIZE 300 MN EMBEDMENT 1 1/49 WT14IN V OF EACH END 4 W OC. MAX GPACNG NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCS THROUGH NON-STRUCTURAL SAW TAPCON MN 1-1/4' W/(2) 3116' TAPCONS VIDEDMINT NTO BLOCK (MN SHANK SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT 1 1/41) WITHIN V OF EACH END V CM3U 4 IS' OC. MAX SPACING. In' DRYWALL Xa, 1=1 SECURE TO BLOCK rX4' WK2) 3f' TAPCONS P.T. NAILER (MN SHANK SIZE J45 DOOR CAGING MN HEAD SIZE 300 MN EMBEDMENT 1 16149 WITHIN S' OF EACH END 4 W = MAX SPACING, DOOR JAMS OR WIDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (00 NOT EXCEED 1/49 DOOR LAMB TO BLOCK +2 1/4' `� w To BLACK +z 1/4" 2X4, IM 2X4, 111111 SECURE TO BLOCK SECURE TO BLOCK W/ W/3/I6' TAPCONS (MN 114' TAPC" (MN SHANK SIZE J45 MN SHANK SIZE .10 MN HEAD SIZE 300 HEAD SIZE 300 MN EMBEDMENT I V49 MN EMBEDMENT 1 V49 WITHIN V OF EACH WITHIN V OF EACH END 4 W OC. MAX END 4 IV O.C. MAX SPACING. SPACING. 2Xe, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK UV(2) 3116' TAPCONS WK2) 1/4' TAPCONS (MN (MN 64A IC SIZE 145 SHANK SIZE J45 MN MN HEAD SIZE 300 HEAD SIZE 300 MN MN EMBEDMENT 1 V4') EMBEDMQIT I V4') WITHIN V OF EACH END V C71U WITHIN V OF EACH END 4 w' OZ. MAX SPACING. LW DRYWALL 4 E' OC. MAX SPACING. _ ❑ SECURE TO BLOCK I'X4' SECURE TO BLOCK IUKV DAG' TAFr." P.T. NAILER WK2) V4• TAPCONS (MN GHANIK SIZE J48 DOOR CASING (MN SHANK SIZE J49 MN HEAD SIZE 300 MN HEAD SIZE AW MN EMBEDMENT I I/4•J MN EMBEDMENT 1 1/4') UTHN V OF EACH END WITHIN V OF EACH END 4 W = MAX 4 15' OC. MAX SPACING. DOOR JAM OR WINDOW SPACIN& ATTACH TO 2X PER MANFACTUIEB DETAILS. NOTE, 614111 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3" @m Tn wrnrr( +n" 2X4, OEC3E TO BLOCK W/ 3/16' TAPCONG (MN SHANK GIZE WS MN HEAD 6IZE 300 MN EMBEDMENT 1 1/49 U2THIN V OF EACH END 4 W O.G. MAX 6PACNG. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWIOIJGH NONATRUCTURAL WK2) SAW TAPCONG 34b' TAPCON MN 1.114' (MN SHANK SIZE J46 EMBEDMENT INTO I'JLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 16149 S. CPU S' OF EACH END 4 IS' O.C. MAX SPACING. 1/2' DRYWALL 2XM ® ❑ 1'X4' SECURE TO BLOCK P.T. NAILER U110) 3AG' TAPC4" DOOR CAGING (MN SHANK SIZE JO MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHN S' OF EACH END4 10' Oa MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK2JQd WITHIN S' OF EACH END 4 S• TO V O.O. MAX DOOR JAMB OR WINDOU ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" Tm%= TO Rrnrr ice_ a' C'w ❑ V2• DRYWALL I'X4' P.T. NAILER 1/I6' OBl3. X 4' MN DOOR CASING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB OR WINDOW ATTACH TO 2x PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3 7/18' �� w TO BLOCK +3 7/l8" 2X4, m SECURE TO BLOCK W 114' TAPCONS (MIN SWANK SIZE J45 MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 10' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2XS, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) V4' TAPCCNS MN 3/16' TAPCON MN 1.1/4' SHANK SIZE J49 MN EMBEDMENT INTO BLOCK HEAD SIZE 300 MN EMBEDMENT I V47 WITHIN W OF EACH END S, CN'N 4 IS' OC. MAX SPACING. V2' DRYWALL 2Xa, ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) V4' TAPCONS 1' X 4' MIN. (MN SHANK SIZE J45 P.T. MN HEAD SIZE 300 EMBEDMENT 1 V4'I DOOR CAGING UT14N S' OF EACH END 4 B' OG MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTNE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED VV) DOOR JAMB TO BLACK +3 3/4" n WINDOV TO BLACK +3 3/4" "apk I i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.00m AAf:0003325 Will a k s: soapTT PARKT #30 K #12 00 —30121 EAB —ALLEX°' M > WUM: RIGHT PAOM DETAILS 16 PH EXP. C 2021 RMAD A.AIK:FBOAM AR LO IiVW I 04/07/21 1/4"=1'-0" D2 pPR 1 PRODUCT APPROVAL LISTING PRODUCT APPROVAL LISTING SHINGLE (STANDARD) SHINGLE (STANDARD) FL If MANUFACTURER CATEGORY DESCRIPTION ww� mw� wwma enuwi unu� m,vm� w3u�� aw�� uwmn �vwmu enumn wwmn �oiwmu �vwmu enum:� v/tUmu of 4mti iu/n/mv u/3VMu Ws�/mu Wv/mv �Lufia Wa�/mu �L3f/mv �V31/]OD a/i/mx �L�Mmn 6/v/mss ww»u ww� �v.,noz. w3�im:� ssiaumi sia�iwe sizuma �vwmu opOnrryoeurz gyp/mv �.iu«�re �vw� �vwmu �v3vm. �veumu .n ip. unu� un✓mo w3vmu sauna anumn si:umss avaaiv. ac LOT: ABBOTT PARK LOT #30 BLK. #12 PROJECT# 04181.000-30121 MoaEzr 3EAB "1504-ALLEX" GARAGE AWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 H E C PREFORMED CONTROL JOINT - FLANGE OF CONTROL JONTS Td BE URED TIED TO LATH . S' OL. MAX (VERTU. MOM, DO NOT PASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES (W LEO MAY BE USED TO TEMP C40NYRM JOINT DLRffiNG INSTALLATION —� FASTENERS TO BE 6PACED-7 • 1' O.C. MAX VERTICALLY ) J' THICK 3 COAT CEMENT "'jrLLRD LAYER 7, POIITPIBER BUILDING PAPER APPROVED METAL LATH PASTENIED 01' (VERTU OU:. MAX AT SUPPORTS WRB LAYER 9, STUCCO )RAP LOOP SHEATHING LATH SHALL %41= BE CONTINUOUS THROUGH JOINTS BUT BE STOPPED M TIED AT EACH III PR7VI06 2X4 MA70C NG PER ASTM c1033 PLACED FLAT MAX. S• TO S' FROM CONTROL JOINT WHEN NOTE, / CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS O\R i STRUCTURAL STUD STAPLES N COMPLIANCE UY ASTM CIO33 2. WIRE TIES TO BE (NO. M) 60415' WIRE / 3. BLOCKING SHOWN MAY BE N ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN V OL IgLD NIYIO • R. A O L FOLD IN1U110 • PT. A ® I ORIAN . Pr. • FOLD A— OL FOLD WILD . ® L FOLD ► WM • Pr. A Pr. A 7. CIRdARE • PT. S I GIIAN a Pr. e L CIMAN . Pr. c A ORUE • FT. G L POLD Pr. c OVER Pr. S TILL Pr.O TOUOMY ® !OTT tL AHM 41e. 't* SorTom ~ANW WTM Tewr MAL. POLD. pQ Era art. NOTE, APPROVED BUILDING UARAP SMALL BE LAPPED A MINIMUM OF S' . VERTICAL LAPS (ROLL O DS) 4 i' . HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WTH FORTIDER 6MEATMNG TAPE / r Net LIP . INSTIL LAIN \ LATH VERTICAL LAP TO BE P METAL LATH I WIRE LAYER 9, STUCCO WRAP BELOW PL� �U LATER BUILDING �PROR FIBER / I I I 2 SCALE I LAP SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMEI RS. THEY SMALL BE TIED WITH 0041E-N. (171-M M) WIRE AT INTERVALS NOT MORE THAN V (270-MMA AS PER ASTM CIOSA ® KIC KO UT ,I' PAIR OF TEAM INum LAYERS, TEAM DETAIL MAY BE PATCHED WMCUSE WRAP TAPE PER MAN6P. SPEC. OR PEEL 4 STICK wR6 LAYER Q. FORTPIBER BWLDN3 iW RMawV caLV URB LAYER at STUCCO ~MRAM OILY) LAP LA11M OF SI"LOM MRAP OYRR HALM Rp.MI.L.TOP MAR II'[ ONLY) I 4.,,F RW! OR cm ' .. GALL PLARINtl y ORTAL)R R.AMIRtl (.@ Y R1 PETAL, � .NNtlL. ROONM��® � AT lDRQ1 Q RPOF 4 Jam/ uw.L RrnwGTaNb DRIP RDOE. OrEN140a . MOOD SNEATI BUILD! PAPEP STUGCI RBI CC 3 COAT CEMENT METAL LATH wRB LAYER •1. FORTRWER BUILDM PAPER UIOOD SHEATHING INSTALL. PASTENERS (CLIFM.- STRAPS, STAM") AS REQUIRED TO SEIDURE PIPE/ WIRE TO FRAMING OURS LAYER'!, STUCCO URA!• RRD LAYER 4, PORrPMMR BUILDING PAPER METAL LATH 6'AW SELF-ADHERNG MEMBRANE FLAMING OVER 4'x4' SELF-ADMERING MEMBRANE PLASHING OVER APPRDVED HOUSE SRAP. FLAMING To EXTEND Oy1T0 FMPE CONT, BEAD OP SEALANT AIR ELASTQ'EMC COATING OVER STUCCO/ GV. FINISH IEEE TYP WALL SECTION) SECTION ea.krlWl 4n NI YQ EXbrior uM of portlnnd cement pester .qui-1 with ASTM e C 928on requirements of ASTM C 92&18b. I'Mation of exterior lathirg and frarrung she" Comply with ASTM C 1053-1 G., or ASTM 1787. 4'.4' SELF -ADHERING MEMBRANE FLAMING (COMPATIBLE W/ HOUSE 4 WRAP MATERIAL) OVER APPROVED MOUSE WRAP PLAEMING TO EXTEND ONTO RIPE P OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OPT SELP-APHRAING MEIMBRANE FLAMING STEP 01 WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER anrxnueLL-WAM= Z 5'X5' 'L' TYPE CONTINUOUS E Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) n CAP SHINGLE - DO NOT NAIL, / INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. 6, LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16" ZIP WALL SHEATHING &'"' SELF-ADMERING NE1"®IR.OFIE FLASHING (CCMPATIM; W/ MOUSE URAP MATERIAL) OVER 4�t4' SELF -ADHERING MEMBRANE !LASHING OVER APPROVED HOUSE! )RAP. PLANTING TO EXTEND ONTO PIPE x—x—x—x iiiiiiiiiiisr SELF-ADHESIVE FLASHING — — — — — — NOTE METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OP h sumrv. a< LOT: ABBOTT PARK LOT #30 BLK. #12 PmamT/ 04181.00 -30121 3EAB "1504- ALLEX" OA tAOs BMWO: RIGHT PAO0 WALL ASSEMBLY DETAILS %160 MPH E C sumrv. a< LOT: ABBOTT PARK LOT #30 BLK. #12 PmamT/ 04181.00 -30121 3EAB "1504- ALLEX" OA tAOs BMWO: RIGHT PAO0 WALL ASSEMBLY DETAILS %160 MPH E C INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, 81DE18) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECAJEhICE OF FLASHING TO BE, I. BOTTOM. ]. SIDES. 3. TOP VENT CAP IS TO BE SET IN DED W j - OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE 1 � TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. .�X E-Z BEAD ALL ARDUND VENT -APPLY SEALANT ALL i •fit JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& X CAULKING • JOINT ALL AROUND I E S I N Etdtldor 4tdtkto and PM$b to BACKER ROD Exterior use of porlland cement plaster shall comply with the application requirements of ASTM C 926-18b. 1 X: Installation of exterior lathing and framing ' i shall comply with ASTM C 1063-19a, 1 , X or ASTM 1787. WRB LAYER -1, STUCCO WRAP 'I X• HOODED VENT j' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) SHEATHING LAYER 4, FORTPIBER BUILDING PAPER CON8.T.— \ —METAL LATH S' cm VINYL CASING BEAD 6' RAISED BAND K' TO K' Mirf-I,IwI 1 1 wr�eE. 6' URDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STOPS VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK{) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-847-14a, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP i SIDES PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F B DRYER VENT ( BLOCK) BUILONG PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLI 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER. UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BAGK- ROLL PRIOR TO ELEC. METER INSTALLATION Ir_� -ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO Ye' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED - '4L � WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM " "' "" "" �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER fl, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER bm MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STINXTiRQAL MI19 R • 1' OL. MAX .TO I. r$ WIALLD L 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V t°MISH • MAOCNRT' (�oHORIZONTAL WEEP SCREED FRAME TO BLOCK) S. WRB LAYER ry, STUCCO WRAP WRB LAYER h, STUCCO WRAP 9 APPLY bm MIN GRADE 'D' FELT -SELF-ADHERING MEMBRANE FLASHING FLASHING OVER SELF -ADHERING IF OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER STEP 1*3 STEP *14 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) '1TAL LATHAP STEP 05 STEP #(o t 9) ELECTRICAL RECEPTACLE h r; C [suOrv. a LOT: ABBOTT PARK LOT #30 BLK. #12 PnOJWT# 04181.00 -30121 ][OD�Lc 3EAB "1504- ALLEX" OAnA0X 11111i RIGHT PAO& WALL ASSEMBLY DETAILS %160 JIM EXP D-91 P TO 04/07/21 DCALM 1/4"=1'-0" dV ss>n>T��'rT A2 FRAMED WOOD SHEATHING EXf. UIOOD WALL WRB LAYER M, "-FLOOR DECKING. STUCCO WRAP COLUMN BREATHING WEATHER RESISTIVE ." WOOD WRB LAYER 4, FORTIFIBER PRE-EJ6'D TRU66 BARRIER M WIATHER CONSTRUCTION BUILDING PAPER V HAT CFIArNEL J' THICK, 3 COAT CEMENT DARlISBk M� DER InEE818TIVE • TYPE 'X' DRYWALL PLASTER U45ATHER RESMTIVE 6' OAF. •TOP OF WEEP 6CREED BARRIER / i• $'�' TO SHEATHING BEHIND WEEP SCREED P' TMKK SAT CBM RIES \Y PEEL 4 VSTIFK rL WOOD SHEATHING `� 4' POSITIVE DRAM PLASTER G HULL 'L' FLASHING i��EP f4/'RISRD WOOD SHEATHING IN ROOF CEMENT D PpOnibifta'3E 11RB LAYER M, I _ �\ 114• X 3' 26 GA GALv. STUCCO METAL DRIP EDGE i' THICK 33 COAT CEMENT � `,,` V GAP FOR SACKER GET M FULL BED OF PLASTER EXTERIOR GRADE ROD 4 SEALANT SEALANT,X)' MIN. YP1Wf.9 . i' SELF-ADHEREMG DRY WALL SPACE FROM DRIP FLASHING WRAPPED FACE TO TREX WEATHER RESISTIVE • TOP OF WEEP SCREED I• THICK 3 COAr CEMENT YMri CASING ElEm BARRIER M i f 4' POSITIVE DRAM -� I `� ro 814EarHING BELOW wEEP ecrrEED WEATHER RESISTIVE d� WATER PROOFING Iet DARRIER 02 i W@B LAYER M, NO GAP IN WELD =�`^"-�'=-"'- = LAYER (2 LAYER PEEL ""' EXTERIOR COLUMN LEGEND STUCCO WRAP (SHOWN FOR CLARAICATION OF 4 STICK) ®'�"�"�"'are`:o COLUMN SHEATHING ��.•, a I I SEPARATE ACCESSORIE6 ONLY) nl •=�`�� i '• ' WRB LAYER 4, FORTIFIBER Pi BUILDING PAPER PEEL 4 STICK 6' &AP. ^ I)•x3"L' FLASHING DRAINAGE PLANE (WRB SUB FLOOR FULLY EMBEDDED IN WR8 LAYER M, FLASHING WRAPPED ® ;o ROOF CEMENT LATER "I, STUCCO WRAP) • CORNER OF CANTILEVER IK x 3' ai GAGALY. WRB LAYER *2 (FORTIFIBER STUCCO WRAP ` �4' POSITIVE DRAM GET IN FULL BED OF CAMICO USTOM CASW, BEAD I Y", nRRP 1Y'PFFn 0 C ANTILE VER DRIP WOO (TREX) ) SIMULATED SEALANT,lj• MIN. CUSTOM r�wING BEm - ---- WOOD (TREX)FILLER BUILDING PAPER) EDGE CONTINUOUS SPACE FROM DRIP FACE TO TREX - r: GOP FOR SEALANT VINYL caSING EIEAD METAL LATH x—x—x—x � NO GAP IN FIELD OPT. BACKER ROD• WATER PROOFING let (SHOWN FOR CLARIFICATION OF FINISH LAYER (2 LAYER 3' X 3' MODIFIED 9® LAYER (2 LAYER PEEL 26 GA GALV. STICK) RAPPED FROM , STUCCO71 PEEL ACCESSORIES ONLY) METAL DRIP EDGE RESILIENT CASING BEAD L A STICK) SET M HA FULL BED of HAT CHANNEL BALCONY DECK TO *'PEEL 4 SEALANT,)f' MM. CANTILEVER 10A DTL. ® CANT. STICK. DRIP SPACE FROM DRIP VINYL easlNG E1Em WOOD OR 1/16" ZIP WALL RACE TO TREX �' THICK, 3 COAT CEMENT SCALE. 11l1' • I'-®' DECK PLASTER SHEATHING 5/8' TYPE 'X' DRYWALL METAL LATH wrrEXTURED tPAMTED , WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — r: CAI' FOR BACKER FINISH NOTE: I JVXI Vi P.r. OR SIMULATED ROD 4 SEALANT 4' POSITIVE DRAIN METAL LATH: LATH TO BE PER SECTION WOOD (TREX) TR B )FILLER TRITER 9 GOAT CEMENT WEEP &CREED VINYL GA6MG BEADPPLASTER R�m3.�.1 / ASTM C-84� -14a, MIN. Z.r✓ LBS. WATER PROOFING at WEATHER RESISTIVE VINYL CORDER 6Em (SHOWN FOR CLARIFICATION OF N LAYER (2 LAYER PEEL 4 , t BARRIER M VINYL GaSING BEm SEPARATE ACCESSORIES ONLY) W STICK) WRAPPED PROM WEATHER RESISTIVE 9z PER 50. YARD (UTILITY OR NOMINAL CAN; 'YD TO � BARRIER -2 LEVER BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) 61 FEEL 4 STICK 4 DECKMEMDRANE, 11 EDGE INSTALLATION ® COLUMN = DRIP EDGE TO DECK EXTE40 OVER DRIP SUB FLOOR EDGE (W/" L" FLASHING) WOOD CONSTRUCTION ® 3' x 3' 26 GA CALV. SCALE, NTS METAL DRIP EDGE WOOD SHEATHING SET M FULL BED OF - WEATHER RESISTIVE I K•XI W PT. OR SIMULATE SEALANTA* MIN BARRIER M WOOD (TREX) FILLER I SPACE FROM DRIP WRB LAYER M, r•, 3/4 RESICONTINUOUS FACE TO TREX STUCCO WRAP LIENT HWEATHER RESISTIVE 2x FRAMNG MEMBER AT CN LIENT BARR IER 02 V GAP FOR BAGCE ROD 4 SEALANT WATER PROOFING lot WOOD SHEATHING VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 P THICK, 9 COAT CEMENT i' THICK, 3 GOAT CEMENT PEEL 4 STICK) STICK) WRAPPED FROM PLASTER WRB LATER n, FORTIFIBER siJSDIN. a. LOTs 3/4 RESILIENT BALCONY DECK TO 2 „�. r�mnec neen BUILDING PAPER ; ABBOTT PARK PLASTER HAT CF ~L CANTILEVER FASTENED TO SHEATHING ! 5/B' TYPE 'X' DRYWALL METAL LATH J' THICK, 3 COAT CEMENT >.:;r;.':Ns ;- • V = MAX. i. i WR5 LAYER "I, LOT ##30 W/TEXTURED 4 PAINTED WOOD SHEATHING METAL PLASTEA C METAL LATH ; ;� I STUCCO WRAP FINIBR WOOD "ATHrtra� 1 BLK. ##12 S/6• TYPE 'x' DRYWALL WRB LAYER M, WR5 LAYER 02, FORTIF15ER PLASTER3 GOAT CEMENT (2) 2x12 HEADER FW XTURED 4 PANTED BARRIER THRES16TIVE 1.� STUCCO P PLASTER � E 3 GOAT CEMENT ', 'I I PnOMCT# WEATHER RE616nve WOOD eHlearHMG ; EIIILDING PAPER 0418 .00 —30 21 J' HICK 3 COAT CEMENT BARRIER 4 4' POSITIVE DRAIN PLASTER 4 POSIrIV£ DRAM FLASHING METAL LATH VINYL CORNER BEAD I�CRP PV _@RFn 1(7C4YL CORNER BEm �ieR®_ wrresen METAL LATH FLASHING ` �� 3EAB VINYL CASW, BEAD NO GAP M FIELD — WRB LAYER R. FORTIFIBER "1 \(EXPLODED J' THICK, 3 COAT CEMENT "1504— ALLE)C" VINYL CASING 6Em NO GAP IN FIELD (SHOWN FOR CLARN'K:ATION OF BUILDING PAPER ' VIEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACGES6OME6 ONLY) :...'I CLARITY) CiAllAaX /�RNOS SEPARATE ACCESSORIES ONLY) BALCONY DRIP DRIP CAP DRIP EDGE 11 EDGE INSTALLATION 14 A CORNER BEAD ® FRAME p��RIGHT 11D INSTALLATION WINDOW FLANGE WALL WOOD cONGTRucItoN sTucc uErIeRAP ASSEMBLY 2 I/z' eljl�\ DETAILS WEATHER RESISTIVE \ BARRIER M CORNER 5EAD WRB LAYER n, FORTIFISER 160 H E C WEATHER RESISTIVE (FASTENER 4 SPACING 8 71' O.G.) BUILDING PAPER i BARRIER *2 VINYL i cABING BEm METAL LATH . ; ' THICK 3 COAT CEMENT (v i l i PLASTER THICK, 3 COAT CEMENT 0 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER 1 FINISH URED 4 PANTED WOOD SHEATHING 12 1 FINISH b'SELF-ADHERING :: ' . j THICK, 3 COAT CEMENT HEADER(SEAM CMU FLASHING ' PLASTER 1, VINYL BCORP. 4• 1/2' THICK, 2 COAT CEMENT DRIP GAP AR NO 93723 VINYL CORNER EAD POGIrIVE DRAM PLASTER APPLIED n�Eo uRRn D NO GAP M FIELD DATiL. /IRECTLY TO MASONRY WINDOW FLANGE PRDrr 04 07 21 VINYL CARING BEm (SHOWNTE CLARIFICATIONOF 14-B CORNER BEAD BLOCK 15B CASING BEAD WINDOW ECALM1/4�=1�-0'• SEPARATE ACCESSORIES ONLY) ��� @DRIP EDGE INSTALLATION ( FRAME, NO BAND) TAT A 3 Y., GAP J' THICK, 3 COAT CEMENT SHEATHING SHEATHICASING E D PLASTER IN TRIM MEMBER TO THE METAL LATH LEGEND UIZ15 LAYER M, • STUCCO TO STUCCO WRAP SIDING TRANSITION WRO LAYER 02, FORTIFISER DRAINAGE PLANE (WR5 WOOD SHEATHING 151JILDIW3 PAPER WRIB LAYER 12, FORTIFISER SIDING WOOD SHEATHING LAYER M, STUCCO WRAP) WRE, LAYER *2 (FORTIFIBER . . . . . . — BUILDING PAPER = WRE, LAYER 01, BUILDING PAPER) STUCCO WRAP METAL LATH X—X—X—x METAL LATH i7�77777777774/v//// k-- WRS LAYER 01, WR5 LAYER M, STUCCO THICK, 3 COAT CEMENT WRI5 LAYER 02, FORTIF15ER STUCCO STUC4= WRAP PLASTER BUILDING PAPER WOOD OR 1116' ZIP WALL 6*SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING AFI F-ADHEREIW_% SELF-ADHESIVE FLASHING VINYL ANGLED EXPLODED J' THICK, .3 COAT CEMENT FLASHING OR PEEL 4 STICK I CASING BEAD Ew CLARIPLASTER SIDING TO STUCCO TY) --------------------------------------------------------------------------------------------------------- 18 CASING BEAD J' THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE WR5 LAYER 01, 4 METAL LATH STUCCO WRAP VINYL ANGLED UK= O"TRCTION CASIW_x BEAD WOOD SWATWNG WRB WEATWt ME LAYER SlbTrVS BUILDING PAPER i WEATHER RESISTIVE WINDOW FRAME METAL LATH W WRIS LAYER *2, FoRTiFIBER BUILDING PAPER THICK, 3 COAT CEMENT UIRATMEN RESISTIVE BAMtM .1 E -Z BEAD VINYL CASING STARTER GYMP BARRIER 7WEATHERABSISTIVE (Wl%' FLEXIBLE PVC BACKER ROD) OL 6'SELF-ADHERING FLASHING jp, FLASHING GALVV METAL GALVV METAL X 'r FLAWM DRIP CAP 'Z'FLA.04M WR5 LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE Tw MEMBER CA&M &'SELF ADHESIVE FLASHING CASING BEAD (9) WINDOW AM TOM it ING WOOD BREATHING (FRAME, W/BAND) 2X FRAM W GAP WiCAULICA14 OR AM4WVEO SEALANT MEMBER 15C CASM DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY 0 BLOCK TO FRAME -------------------------- - --------------- i ---------------------------------------------------9 TRANSITION ----------------------------------------- -------------------------------------------------- X4'GAP Tyr THICK, 3 COAT CEMENT WOOD SHEATHING NOTE: CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R1031.1 / ASTM C-841-14a, MIN. 2_5 LIBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL WR5 LAYER 02, FORTIF15ER LATH DOES NOT MEET SPECIFICATIONS) WR5 LAYER 01, BUILDING PAPER STUCCO WRAP WOOD SHEATHING I WINDOW FRAME WOOD SHEATHING WRB LAYER 02, FORTIF15ER WOOD O"TF&jCTlCGMN I - ___\ BEYOND PLAWW. 7bi, BUILDING PAPER—r— WR5 LAYER 01, WEATHER RESISTIVE DAPqtM -1 UZATWER RESISTIVE J'THIM 3 COAT CEMENT STUCCO WRAP ISAAMElt " TO LAP PLASTER WEATHER PIESIOTNWE W M;K ABOVE TOP VVi DAPMER -2 OF WFLASHINS m WR5 LAYER 02, FORTIP15ER o BUILDING PAPER VINYL ANGLEDWOOLF-APHIMPIM45. SAPMElt -1�eT f WR5 LAYER 01, CASING BEAD METAL LATH FLASHM NUFAAMTHEER -2 R! PIESISTWE I STUCCO WRAP VINYL CASINGBEAD CLALVV METAL rp' WIDE FEEL 4 STICK WI (EXPLODED J* THICK, 3 COAT CEMENT on WFLASHOVER FLANGE L222 VIEW FOR PLASTER VAN-= WINDOW FLANGE CLARITY) GALVV METAL WEATHER 11106167fVE 7' PLAS14M BARRIER M TO LAP fE-z BEAD VINYL CASING y &' MIN. ABOVE 011e x 61 611"IMEMBE"TED OP 'Z'FLA6WMTOP I 2X FRAMING (W/%'FLEX15LE PVC BACKER ROD)( UK= TRIM MA tuHAi E rye MEMBER 7; W6 -APPLY FULL BEE) OF: SEALANT BETWEEN BACKER MM) IR 6' SKILP-ADHIP00 SELF-AC4-EM FLANGE 4 BUILDING WRAP CASING BEAD (9) RAISED 3 T GAP WCAULKING BUILDING TIER OR APPFROVED SEALANT WRAP 1"7A BAND (FRAME) WIEAT�41% RESISTIVE RESISTIVE lkAFVtM I BAPMFJt -1 L URATHEIlt PIESIOTIVIR l-7 MAO ymyl.,;!�C&lm SAMER 2 (WW FLEXIBLE BA0101% 000) SIDING FRAME TOTO FRAME STUCCO Lk"THER R"binve E 0 BEAD WINDOW CASING 19 TRANSITION 16A Z 44 sumtv. a X10T, ABBOTT PARK LOT #30 BLK. #12 PMJWTIP 04181.000-30121 M0D=, 3EAB "1504-Al=' OARAGE BWU40: RIGHT PA01h WALL ASSEMBLY DETAILS 160 MPH LV. 2 DATM 04/07/21 6CALM 1/4"=1'-0" smcw WA4 00 CAE SHOULD SE TARN IN KEEPING THE VENTPRCPERLY C. 6'AND EP AUONED. VENT PIPE R $FACED IF UTILIZED. NAIL IN PUCE SHONN IN P GALVANIZED IA41HG E•1M' NMlB AT EACH CORNEA, aDOF1N0 CEMENT SHWLD SE APPLIED TDALL SHNGLE EDGES NEAR THE DTER EDE ANDARWND THE ENTIRE PERUATER AS CUT GOOSENECK VENT DPEMNG IN THE ROOF RECOMAENDEDIN SEVEREV THERCOKS SHEATSNG.92E THECPENINOINIGCCRDANCEWITHTHE CONSTRUCTIONZONES. CHART SHDNTI. IN THE EVENT AMECHWICIL VENTFAN IS USED, SIZE THE VENT OPENING IN ACDRDMICE WN VENT FAN MANUFAD E'S PIPING CONNECTION INSTRUCTOPID. D NOT WT INTO TRUSSES OR RAFTERS `MIEN CITING THE OPENND IN TE ROOF. FITTING RR INTERFERING SHINGLE NMLS MOUND THE �� PERIMETER OF THE OPENING SO THAT THE NNLSJG FLANGE OF THE VENT LAYS PAT TO THE ROOF SHEATING. SUDS THE TOP AND SIDE FLANGES OF THE VENT LA AND UNDER SMNGLES. ALLOW TIE BOTTOM VENTFUNGES TO UYD I TIE TOP aF TIE BHINIXE4. IF •�n� ROOF HOOD VENT DETAIL CUT NOUSEU AT 4P' ANGLE INN T* I I LAN WIDCW I � I APPROVED NOUSEWRAP \ OVER 6FEEATNN6 OVER UD STUD WALL STEP 1 INSTALL S'— SELP•ADNEF Nd FLASWM OVER NAILM FL.NISE JAMBS ISHNG MN I EXTEND ' EXIIR NLL IRX .EXIELd IR.ANIN6 DO NOT SEAL BOTTOM RN STEP 6 TEFIPORARILY HOLD-UP � SEC TUCK F TUCKFLAPND I AL ICAO row MOumu N AT JAMESI SLOPE SRL R INSTALL S' SELF-ADNCRM R.AGNM oven VINYL NEAP FLAMING (WITH EN) DAIS) NAILNS FLANW WALL VINYL CAP STEP 7 ASPHALT PLASTIC CEMENT MDLDED AROUND SASE CF WPE AND OVER FLANGE ALIGN FLAMM um W. EDGE OF SILL MO. F7E044MSOALLY FASTEN FANCD Roam (CA- NALS. STAPLES) INSTALL OuIIONT FLUX~ AS n RLASNNS AT T! PLUMBING VENT DETAILS NTe IDE ADHENVE - Ex11R.E FLASHIMn VIER DRIP OAP ECTO•YIRAr EOJIV) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS SS'MDE VALLEY FLASHING SSF OR HEAVIER FELT INDERLAYMENT ASPNNT ROOFING CEMENT �i-c— — FASTNERS W1— V DF CENEERLNE XTRA FASTNERS IN END -SNINDLE XTENDENDSHIMUE AT LEAST I]' BEY VALLEY CENTERLINE 'CLIPPEDOFF __ CORNER AT NS DEGREES FIRMVES TRIMMETERUNE FROM VALLEY CENTERLINE I. IT It TWE CONTACTORS RESPONDIDILTY TO VERFY ROOF VALLEY DETAIL WO `°"'"TIER L, OF "ALLLF-APH191 "`"'°"° 110 C40IMPA SEALANTS A eEL"MUCItlNE SCALE, FLAENNG MATERIALS USED PURIM CONSTRDnON 7. MNTALL ALL MATERIALS PER MAN FACTURIM WRITTEN SPECIFICATIONS SEALANTS MAY REACT ADVERSELY F NOT COMPATEILE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR BCHEI•IE SFIOIIN SHALL DE IMPLEMENTED AT ALL WNDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY ON 117U (OI EQUAL) SEALANT 4 WMCOWAMMU JOINT. FLUID APPLIED FLA61EMI6 (LANCO uNITE•ORAL RC -SS OR EOLILJ. SLOPE NLL TO Ex IT 18 THE CONTACTORS RESPONSIaLTY TO VERFY THE COMIPATIENLITY OF ALL PRODUCTS MICLUOM SEALANTS N SELF-AMMINNO FLASNMIO MATERIALS USED Dumm CONSTRICTION PLAMERtl AT EMER AOR WINDOW! AND DOOR OPBNNQA SNALL ME INSTALLED N ACCORDANCE UTN MAN FACTUR10" INSTALLATION INSTRUCTIONS AND APPROVED METHOD U O, FEC R103A U IN ACCORDANCE W TH PENESTRATION MANUFACTURER* INSTALLATION AND R.MIANO INSTRUCTIONL SNINQu SEALANTS MAY REACT ADVERSELY IF NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NITS t. sumarv. as XaTi ABBOTT PARK LOT #30 BLK. #12 Pma wT# 04 81.000- 01 1 bw 3EAB "1504- ALLEXT' GA1RAGM 8WIrta: RIGHT p sh WALL ASSEMBLY DETAILS 160 MPH EXP C 2 NO W723 D?AT3 04/07/21 SCALIM 1/4"=1'-0" s WA5 1 1 I I 1 1 1 \ / I V8' TEXTURED FINISH a WOOD, 00 1/2' TEXTURED ---------------------------------i---------- i FINISH cm----- .-- _._-- _--- _-__. 2x6 SUB -BANS W/I'x4' NOTCH a METAL LATH -------------- ------------------ I END, WRAPPED IN PEEL :STICK METAL FASCIA WRAP uJOOD SHEATHING OR cm _ ,l\ WR8 LAYER h, I' ! DRIP EDGE STUCCO UIRAP(FRAME ONLY) 1 I WRB LAYER 42, FORTIFISER --------------- ------ --- --- i/8- ' 1/8' TEXTURED I \ - ----- BUILDINGS PAPER (FRAME ONLY) FINISH a WOOD 1 \\ 2X6 Sue SAND ROCFW. CEMENT 1/2' TEXTURED \ d. FINISH m CMU \\ DRIP EDGE i \ METAL FASCIA \ WRAP Ye' FROM \\ FLAN E3 METAL KICK OUT © al --------------"; ✓ -------------- STUCCO, I' FROM \ WOOD WALL \\ \ la . ``--EXTERIOR WALL \ (FRAME OR CMU) \ I \ \\ NOTE: NOTCH FOR 2X6 \ \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ \ ROOF DECK (BEYOND) `\ DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) PIZ \\ 1 ®ELEVATION ®i=L /4N ,4 i—'1/8' TEXTURED FINISH a I 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 PRE-ENG'D TRUSS TO BE GUT * 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/I4'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL / 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 6 SUB BAND DETAIL® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Il 'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY w sv�:v 4ia LOT: ABBOTT PARK LOT #30 BLK. #12 0 1810 M-30121 MOMM, 3EAB "1504-AU.EX" awuwon EWWO: RIGHT PALM: WALL ASSEMBLY DETAILS 160 MPH W. C APRt:;NO 9 223 F 04/07/21 1/4"=1'- A6 FOUNDATION NOTES SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS OVER GENERAL 3 1/7' �616W`I.-1.4 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 TE-1 8" SEE PLAN 8" - 1 s _ (-)0'4•' TE-2 17, SEE PLAN FM-12x18 12, CONTINUOUS 18" FMC-12x18 12, CONTINUOUS 18' - (2)#Ss VARIES F1-24x24 11, 1., 17' (2)#5's (2)#Ss 0014" 70'-0" 24'-8" 20'-U' 25'-4" 49'-4" 20'-8" 7'-a" o c MAx —r—.---- -- — — FM•12X18 — — — — — — ---_ -- — — — — T — — — — FMG12X18 ——� I 'A 4 ISIMILAR 49.4" I 20'-8" I 1 W xI SLOPE I ,1.1 F128 �X 4" PVC CHASE-l; 1.1 14._2" 2-l'_— � 41.1w 51 12" SLOPE PETOP OF SLAB--_—T 4" CONIC E72— :) SLAB ILL FM-12X18 J mr o'OF �I aD I" SLAB EXTEND �I .$.31/2" I ! SLER_ PE . I PEFT. 1 tg L _ _FM-12X78 SLAB 11/2" " _ J 14'4" 18,4" 18'-4" 514" '4" '4" 4'-8" 51'-U' 8'-8" 6'4" 70'-0" FOUNDATION PLAN SCALE: 1/4 = 1'-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION *0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 AINDICATES #5 BAR, OINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH 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 "W 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 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r 0 4 fill atnmly. Ae LOT. ABBOTT PARK LOT #30 BLK. #12 PRDJ=T* 04181.000-3012 370-pzIa 3EAB "1504-ALLEX" OARAOF BVMWO: RIGHT PAOM FOUNDATION PLAN %160 AH EXP. C L 'M NO 93723 DATjM 04/07/21 •CALF: 1/4"=1'-0" a»mr sl 30" MIN. EACH WAY MONOLITHIC FOOTING Z -b .7 STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED T CELL SEE PLAN FOR SIZE AND Q 4 d 0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS v a U SPACING REQUIREMENTS } t v s. W .��L �j ..•n GARAGE DOOR RECESS J N a I FM g� (A Z B"CMU WALL O 8"CMU WALL(s,, CORNER BARS, SAME SIZE AS LARGER BAR W W B' FO b ? I IN FOUNDATION WITH 30" LEG EACH W p=_ V) a- 0'-0' TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... - SO THAT THE STEEL REINF. IS CONTINUOUS W MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULEMASONRY BAR SIZE 48 BAR DIA. EXT. PORCH SLABCHAMFER(1-STORY) #3 18" q EXT. PORCH SLABW/1/I'ISOLATION SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER CONTINUOUS STEEL MONOLITHIC �• FOOTING REINFORCEMENT SEE SCHEDULE ��p, UNITS SET AT ELEV: CHAMFER(2-STORY) JOINT (WHERE #q 2q" W/ 1/2" ISOLATION` (1STORY) 6" CHAMFER (2STORV) 0-p•• APPLICABLE) z SCHEDULE 30" JOINT (WH•EE APPLICABLE) Z SCHEDULEilb 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE ##6 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY 36' N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO % EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3<"=ra 2 GARAGE scALE:34"=ro" CORNER BARS DETAIL DOOR OPENING 4 �_ SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-lY' (1) #5 REBAR VERTICALLY W/ CONC. LAPTOP PLATE A MIN. OF 48" � W POURED CELL AND NAIL W/ 16d COMMON 4 8" CMU NAILS, 2-ROWS, V O/C BTM, VERIFY HEIGHT O " LAP TO OCCUR OVER STUD OF WALL W/ PLAN K g S REBAR 024" O.C. 0 CENTER OF Z(4 OR 2X6 WOOD NG PROVIDE BLOCKING W� 0w W WALL WWl YP N*C2 6 UT DIS SEE Z IL I FOR SPA SINGLE > 5' O � S U NEW REINF. BAR IL SECURED W12- PART B MNPLATE TO BEN PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO I 2' CAPPED IL I EPDXY.MIN.EMBED SLAB W/10d MASONRY GALVANIZED PIPE p NAIL 16" O/C STAGGERED. ADDITIONAL METAL aI WIFLANGE ® BASE Q FOLLOW ALL MANF. CONNECTORS NOT SPECIFICATIONS FOR REQUIRED WHEN NO N 4" CONC., REINF. W/ o = m I PREPARATION OF UPLIFT IS PRESENT. W!' #10 WWM ON M HOLE. co 6-MIL POLY ETHYLENE Z K SEE SLAB SCHEDULE VAPOR BARRIER ON SECURE FLANGE TO Q _ WELL -COMPACTED I� SLAB W/(4) 1/4" X 2 1/4" p O a- p'-a < X > .. CLEAN FILL TERMITE a TAPCONS TOP OF SLAB �•� Q TREATMENT SHALL BE �� °•; SORA-CARE QQ a 4. u 4' CHAMFER (I-STORY)- (2) CONT. #4 REBAR 6" CHAMFER (2-STORY) e ` .a ' (2) #5 REBAR ON CHAIRS . •�l EQ. EQ. SEE SCHEDULE It 2,000 PSF VIRGIN SOIL OR 95% MIN. DEPTH INTO ? W FOR WxD, BAR SIZE AND BAR QUANTITY VIRGIN OR ENGINEERED SOIL � 0 COMPACTED SOIL V SLAB HEIGHT THAN ADDING BAR TO INTERIOR CURB FOUNDATION 8 WOOD WALL LESS T-6" U PER PLAN scALE: 3/a"=1'-0" (NO UPLIFT) EXTERIOR MONO DEEP �p� BOLLARD 5 6 MONOLITHIC FOUNDATION SCALE:34"=1'-0 SCALE:34"=1'-0" FOOTING W/ BLOCK WALL -,' SCALE: 3/4"=1'A" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE 0- BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRYNAIL 0 1T O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT a REQUIRED WHEN NO N UPLIFT IS PRESENT. O 8" CMU WALL POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) ' TOP OF SLAB -SEE SEE SLAB SCHEDULE 2X WALL FRAMING +� 0'I' - SLAB SCHEDULE 1/2'DIA SIMPSON STB2 BOLTS 5" TOP OF SLABa^ Z a -MINIMUM EMBEDMENT INTO ISOLATED"COLUMN PAD GROUTED CELL, 4'FROM ENDS AND CENTERED UNDER WALL AND FFOR WO.C. VERTICALLY MAX POURED MONOLITHICALLY WITH „ T �' - ��FOUNDATION AND SLAB SEE SCHEDULE •° EDULE FOR WxD, BAR SIZEBAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY t INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 9 SQALE:34"=,'�' (NO UPLIFT) 10 FOOTING AND COL. PAD — BLOCK WALL CONNECTION 11 SCALE: L441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA N: 0003325 o all m � � a 1111113 slynDw. 10 LOT. ABBOTT PARK LOT #30 BLK. #12 PIlojwT 04 1.00 —30 21 MCDzu 3EAB "1504— ALLEX" OAnAOm OWWO: RIGHT PAOM DETAILS V,16VXPH EXP. C D21 A. A NO I)ATM 04/07/21 WC*%=: 1/4"=1'-0" • acm S1.1A STEEL REINFORCING IN GROUTED ZV�Ll- CELL SEE PLAN FOR SIZE AND REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 1W TREAD W/+1" NOSE _ O as>8"CMU Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL PAVERS 0'{l' #4 REBAR (TYP.) 0'-0' w_ C m6"CMU wSPACING d a WALL TOp OFSLAB --- • TOP OF SLA6 ySEE SLAB SCHEDULEO $ n SEE SLAB SCHEDULE Z y 12" RADIUS OR CHAMFER A ¢ y O .� 01 P OF SLAB a° to a ° .•. aTOLLJ — s� ° SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY Lz�_ c6�y uj W < Z 7� O • ;°• > ° ! EE SCHEDULE EQ. EQ, SEE SCHEDULE FOR WAD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 n L { 4 AT ALL PAVER AREAS SCALE: 1/I'=1' 0 SCALE: 1 2 =1'-0' SCALE: 3 4'=V-0" SCALE 3/4"=1'-0" LAP TOP PLATE A MIN, OF 46" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE a CELL SEE PLAN FOR SIZE AND PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO SLAB W/ p SPACING REQUIREMENTS BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 1/290' WEDGE ANCHOR W/ Z' ¢ w 00 WASHER SET IN HIGH STRENGTH EPDXY 5-1/Z'EMBED. MIN. 016" U d SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE O IL b B" CMU WALL ANCHORS W/1Ddx 11/2' +-0'-a +-0' ' COMMON NAILS FILL ALL � � TOP OF SLAB a TOP OF SLAB HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE ; f ° . SEE SLAB SCHEDULE BAR SIZE 48 BARDIA Za >O +. 0'-0' EXT. PORCH SLAB 4" CHAMFER (1STORY) a a ' TOP OF SLAB W/ 1/P' ISOLATION 6"CHAMFER (2STORY) - JOINT (WHERE #4 24" ° ° APPLICABLE) Z MATCH STEEL #5 30' 1 S' PVC CHASE f REINFORCEMENT PER SCHEDULE 36 6" PVC CHASE THRU FOOTING SEE SCHEDULE THRU FOOTING #7 42' y FOR WXD, BAR SIZE MATCH STEEL iI- ---"'SSSFFF AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 SCALE: 3/4"=1'.0" (W/ UPLIFT) 6 SCALE:34„=t'-0" APR 1 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH. 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 O � A a fill •unviv. Ia LOT,° ABBOTT PARK LOT #30 BLK. #12 PROJECT 04 81.00 -30121 MODBia 3EAB "1504- ALLEX" GARAGE MUNG: RIGHT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 82'-8" 39'-4" 32'-8" 28'-0" 24'-4" i2'-4" YU ul 4 4 1O Y v 4 fV v 8' o 18'-8" 26'•0" 33'-4" 3T-0" 43'1" DOWEL PLAN APR SCALE: 1/4 = 1'-0" 2 0o °s kmk a aysa:v a LOT: ABBOTT PARK LOT #30 BLK. #12 p1tOJ�CT 04181.00 - 0121 xoaas., 3EAB "1504- ALLEX" owRwas ewsHa: RIGHT PAOM DOWEL PLAN 160 MPH EXP. C f, \ � NO 9Ci%23 J aT � 04/07/21 =li�T 51.E TIE VERTICAL REBARc TO HORIZONTAL RESAR W,10" HOOK Z Z GROUTED BONDBEAM �v VARIES PER ELEV. Z � 44 CLEAN OUT REQUIRED a FOR INSPECTION < TIE VERTICAL REBAR '4 TO HORIZONTAL - REBAR W/ 10" HOOK �����IIcc''-- BAR SIZE 48 BAR DIA. Z W #3 18" ' #4 24" U #5 30' #6 36 #T a2 HORIZONTAL/VERTICAL (D - REINFORCING SCALE: 3/4"=1'-0' Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �W U N Z4. a, CMU WALL m � yy,L,./J�.�—E EXT. PORCH SLAB) 4" CHAMFER (1STORV) gp:6" CHAMFER (2STORY) J01/7'ISOLATION JOINT(WHERE APPLICABLE) 2 MATCH STEEL 6" PVC CHASE REINFORCEMENT THRU FOOTING PER SCHEDULE SEE SCHEDULE FOR WXD BAR SIZE OFFSET METHOD CONTINUOUS SIZE 488AR DIA METHOD #4 24" HORIZONTAL/VERTICAL #5 3a' REINFORCING #6 2 #6 47' SCALE: 3/4"=1'-0" I UI' OF 6LAIS - 4 1 UP OF SLA6 ' BAR SIZE 48 BAR DIA. 4� #3 1- Iin U #4 24'• e a #5 30' 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3l4"=1'-0' #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY APR 1 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngfoup.com AA #: 0003326 k�k gp oumrv. as Lo1S ABBOTT PARK LOT #30 BLK. #12 0 18100t-30121 xoa� 3EAB "1504- ALLE)C" RIGHT PAGM DETAILS %160,MPH W. C A. No W723 a- = 04/07/21 eCAUW. 1/4"=1'-0" axe s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 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 2 718" LONG, WITH WASHER (Z 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. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH/ T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Ira �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 1 SO WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ---------------------- —mmm — BF78-1TI ---------- ---------- SF16-1T/O 1 1 1 1 1 1 1 1 1 ♦ r: wc7 1 = 1 1 ♦♦ m o 1 z 1 ♦ 1 gW 1 ,`♦` m i < i }---------------------------------------------- ------------------� i 1 1 �i 1 , i 1 m F--------� � :1(611 m 1 41 UNO PROVIDE BB1 ~ WHERE ROOF TRUSSES BEAR. TOP OF WALL ' EL. 8'-0" UNO Whom Im 1 8F1B-1T/OM/OB 6- / 8F16-1T/OM/OB ----------------- ---------- ---------- --------------------------------- -----� LIFT BEAM PLAN SCALE: 1/4" = V-0" 11 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-7744078 wwwabdesigngroup.com AA N: 0003325 N, aumly aw ABBOTT PARK LOT #30 BLK. #12 04181.00 -30121 3EAB "1504- ALLEX°' GARAOX NVING: RIGHT PAGM LIFT BEAM PLAN AND NOTES 160 MPH EXP. C SCALM 1/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYp V'W' 9- #1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGHEIGHT NO REINFORCING (1_2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k18' �O #5 CORNER BAR W/ 30" LAP FOR EACH 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O` COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL / A 8, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �F---fi VERTICAL REBAR W/ 10" HOOK tlell a p5- ��R 808 DBL. BOND TOP OF 0QELF' BEAM W/(1)#5 BAR BOND BEAM a EACH COURSE •\O�\ G 8X8 BOND BEAM OP Of • W/(1)#5 BAR .y BOND BEAM 30" TYPICAL �GQEa\� WDf GROUT GROUT SOLID FROM TOP I .\\AG U = UNFILLED .p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. % BEAM COURSE #b BAR IN BOND BEAM SEE NOTE 5 �/c 16T/18x8 PRE -CAST CONCRETE NOMINAL—�'� LENGTH OFIBAR B WIDTH OF MASONRY Q HEIGHT #OF#6'S,TOP 0 OPENING '' CORNER IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR BEAM DESIGNATION 2 THAT XFXX- 1 TH MIDS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" REINFORCING OF BOND BEAM ANDXFXX-1TJ0M= INOICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(0) REFER SCALE'. 3!4"=1'•0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1THM)DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED Tom' LINTEL OF OPENING AND XUXX -1 TAMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN RIVE I WINDOW A.SIZE SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM .300 MIN EMBEDMENT 1 AT LOWER ELEVATION 114") 8" FROM EACH END AND 1S, O.C. MAX. MIN 1-114' #5 BAR BENT ASSHOWN PRE -CAST ��a 1�. EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON WINDOW OR DRIVE PIN (MIN SHANK SILL SIZE.145 MIN HEAD SIZE .300 = SLOPE MIN EMBEDMENT 1 1/4") 8' 70x �^ FROM EACH END AND 18" `% O.C. MAX. MIN 1-14' EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT, 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ /7/19'OSB BOND BEAM EACH CELL HOOKED IN 18' O.C. MAX. MIN 1-1l4" MIN. 2-12d PER BLK. EA. END VCMUWAUL TOP BOND BEAM W! EMBEDMENT STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING SILL CONSTRUCTION CORNER BARS AT CORNER STEP ARCHWAY FRAMING DETAIL C PROVIDE 3" DIA. HOLE IN LINTEL 80 THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I - SINGLE #5 CORNER BAR, 30x30 TURNED UP 9NN4. ��OII ( I OR TURNED DOWN INTO STEEL REINF. OF ��Q / FILLED CELL BOND. BEAM a II i II II I� AP 8x8 CMU PIER PROVIDE AS BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN EllLONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdes igngroup.Dom AA #: 0003326 L CD � r Im tnwrv. JakeLOT: BBOTT PARKLOT #30BLK. #12 uoi T4181.00 -3012o3EAB "1504-ALLEX" ARAOX OWING: RIGHT PAd31k DETAILS 160 MPH EXP. C "LOTT'S 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 BU8 81 B 16-1T 1T 44T tT -1T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE WIT 8(16.1T 820•tT 824.1T VA -IT VA -IT 818.1E 18-tr/1 1TA 1TN8 1T/1 -ITN 818-Ti e11e-2r Bnozr e242r Briar 8122.2r T-W PRECAST 1438 952 3114 4217 5321 8428 7531 Tor PRECAST 689 1024 3'4" PRECAST 1569 3524 4394 5269 6132 7001 z4e6 8119 89e6 nos 9031 l0000 16e9 3524 4994 5263 8192 7001 4'-0" PRECAST 1065 700 ZOO 3125 3945 4766 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3090 3815 45M 5325 8079 1961 0113 7192 6624 7627 8751 t963 3060 3815 4570 6325 6079 4'-6" PRECAST 819 839 1770 2400 3039 3666 4300 4'-6" PRECAST 398 591 4'46" PRECAST t207 2582 3375 4043 4711 5379 16M 5743 7547 s752 6541 7585 1207 2707 3375 4043 4711 5379 5'-4" PRECAST 93t 1247 t999 25W 3123 36M 4248342 5' 4" PRECAST 411 411 5' 4' PRECAST Me ism 2374 2944 3513 4084 1319 4460 7196 7 5780 g25g tots 2276 28M 3390 3961 4084 5'-10' PRECAST 817 1024 1631 2090 2649 3009 3470OM6'-10" PRECAST 340 339 5'-10" PRECAST 900 1498 1971 2443 2915 3387 1161 3093 6677 8 6648 One 929 2080 2593 3107 30M 4133 6-0" PRECAST 692 1139 3227 3031 3707 4383 Nei835 6" PRECAST 410 721 6'$' PRECAST 1201 IRS 1955 2332 2709 1139 3227 4696 7054 10000 BUS6 896 1868 2329 2790 3251 3712 T48" PRECAST 570 938 2498 2205 ZN8 3191 3895 T-6" PRECAST 303 534 T-6" PRECAST 716 900 11s1 1462 1743 2025 2498 3408 48e4 7087 6472 727 1624 2025 2426 2827 3228 9'4" PRECAST 42g 888 Ism2204 2461 2818 2621 9 �" PRECAST 192 384 9 4" PRECAST 454 586 767 94s 1129 1310 839 1674 2298 3081 40M 4898 On 1318 1643 1959 2164 2619 10' 6' PRECAST 388 487 1247 1767 1904 2183 2028 10' 6' PRECAST 151 301 IV -a" PRECAST 358 488 612 755 899 1042 6N 1407 1897 2781 3222 3764 504 1180 1472 1763 1710 1960 1114" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 1 V-4" PRECAST 4W 408 ON so 777 872 644 1912 1742 2252 2868 3652 486 1042 1 1972 1843 1470 1710 12 0' PRECAST 308 507 1210 1590 2048 2500 3191 12'-0" PRECAST 111 370 12-0' PRECAST 383 WO476 587 ®BB 783 607 1210 1598 2018 2588 9171 440 940 1300 1600 1314 1478 13'�' PRECAST 270 433 1045 1365 1732 2167 5 13'-4' PRECAST 82 298 13'-4" PRECAST 308 303 993 484 575 545 414 1045 1365 1732 2316 2006 398 780 1057 1312 1071 1203 14'-0" PRECAST 254 988 978 1272 Iwo toss 2279 14'-0' PRECAST 71 293 14' 0" PRECAST 279 278 300 443 an we 390 B78 1272 1800 1960 23gg 378 717 961 1102 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'48' PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 an 746 885 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR 16,-4" PRESTRESSED N.R. 252 164, PRESTRESSED 4 224 387 464 574 684 793 472 1014 1340 1703 2118 2613 230 Ole 908 1134 1353 1572 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 328 365 451 587 680 3W 1121 1413 1739 2047 192 508 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR 19�• PRESTRESSED N.R. 148 19'-4" PRESTRESSED 1e2 288 348 490 519 596 235 738 969 1200 1487 1716 166 429 an am 950 logo 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 too ON 833 1038 lies 1468 142 373 537 090 818 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR _NR-0" PRESTRESSED N.R. 116 22' a PRESTRESSED 137 228 290 3� 428 497 165 550 784 992 12M 137 358 513 059 779 900 24'-0- PRESTRESSED N.R. NR NR NR NR NR �NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 246 302 3W 418 12B 460 654 824 1014 124 31e 456 sal 687 783 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2016 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 #: 19-0130.13 I N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 o b Bo � R a mtJ9DIV #e INS LOT: ABBOTT PARK LOT ##30 BLK. ##12 PI�dL'CT 0418 .00 —30121 mOD�Ls 3EAB "1504—ALLEX OA1.AOZ NWIMO: RIGHT PAOM: SAFE LOAD TABLES 160 MPH E . C 12 8CALM 1/4-=1'-0- 1 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 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER (m 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 0'4", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4 - P-0" d. N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www,abdesigngroup.com AA 0: 0003326 aJ oumzv. a Lo1T ABBOTT PARK LOT #30 BLK. #12 u 8 000-3012 wonm- 3EAB "1504-ALLE)C oAnAGE WWMG: RIGHT ]PAoio FRAMING PLAN v.160 DAM 04/07/21 SCALIQ: 1/4"=1'-0" ONE= S3 oumzv. a Lo1T ABBOTT PARK LOT #30 BLK. #12 u 8 000-3012 wonm- 3EAB "1504-ALLE)C oAnAGE WWMG: RIGHT ]PAoio FRAMING PLAN v.160 DAM 04/07/21 SCALIQ: 1/4"=1'-0" ONE= S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE C 24. Q1C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING 1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE' # 1100 UPLIFT SIMPSON (9) 10d X 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 0d TO {2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: 4' PT SYP #27' x TRUSS AND AND 14) x 2 1/4" SHEATHING (12)16d x 1 }" NAILS TO TRUSS z 1 NAILS TO 6, 8" x MAY E ADDED H RS TITEN 2 ANCHORS TO FASTENER SCHEDULE' DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDS R GIRDER. PROVIDE 5" NAILS, O W/ 10d NAILS, 2 ROWS, 3" LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE OIC TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON 41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 7' x f% EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 J" NAILS TO GIRDER AND 6, 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR BLOCK WALL Wl1010d TO WITH (12)16d X 3 " NAILS TO GIRDER OIC TO FACILITATE ONE TRUSS AND (4)114" x 2 1W ADDITIONAL PLY MAX. TO A{7) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM bQ, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) J" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }' x 2 }" TO GIRDER 2x SECURED W/ (3)1Sd GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0? 24" OIC, lx2, 2x WOOD FASCIA (2) �' x 5" TITEN HD TO CMU AND (18) SDS *'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12, O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. {2I �" x 5'TITEN HD TO CMU AND (18) SDS }" x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 1T O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITENA ' ZCO 2 ANCHORS MIN. ' COVER 8 7' APART B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 SCALE 3M"=1'-0 GIRDER CONNECTOR(S) SCALE:4` °" 2a 2b 2cSCALE:34- ° GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3) 12d EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-U- TO 30'-0" (1) "X" BRACE SEAMS) 8'-W MAX (W/1X4) 30'-1" TO 60'-0 (3)'7(" BRACE SECURE 2x PT. PLATE �R 10'-0" MAX( (1) "X" BRACE a CENTER TO BLK W/ 1/7DIA. "X"BRACE (2) DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 3T OC BTM. CHORD BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PLAN FOR LOCATION P.T. PLATE W/ 12d's 8" MAY NOT BE STIFFBACK (AS PER O.C. MAX REQUIRED TRUSS ENG) CONT, 2(4 SECURED W! ®EACH TRUSS BTM. CHORD OF TO BE INSTALLED IT WOOD ROOF TRUSSES 10'-0"O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 - BLOCK WALL W/ GABLE END SCALE:3/4"=1'-0' PRE-ENG'D TRUSS SCALE:34"=,'-0 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4•D OLE EDGE >5l8" USED SO LONG AS THEY CONFORM TO THE OLE DIAMETER FOLLOWING 2/5•D SGL. STUD OUTER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE>5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 4PLATEE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. HOLE DIAMETER < 216-D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS SCALE: 3/4"=1'-0' .1 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774.607E FAX: 407-7744078 wwwAbdesigngroup.eom AA #: 0003325 dl SSY b a OVER i6 1,M ABBOTT PARK LOT #30 BLK. #12 P1RO' 0418 .00 -30121 MODEU 3EAB "1504-ALLEX" OA1tAGZ 811IsM90: RIGHT PALM: DETAILS 160 MPH EXP. C ND a AR N DP T' 04/07/21 OCAM' 1/4"=1'-0" tsl�r S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BASS 4'L O.C. O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS G SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) (9 24' O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY OOF TRUSS SECURE 2x6 PT. PLATE TO BLK Wl TRUSS PLAN TRU&9 TO TOP PLATfip- M BOARD OR 1/7'HIGH W/ 12" DIA. ANCHOR BOLT W/ 2' A - SIMPSON MTS12 CLG, BOARD4x4/4x6 SVP NO. 2 WASHER SET IN HIGH U < 990 LBS WI (14) 10d RUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY U' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12"GYP. WL. BD. O. AND TOP PLATE ANCHORS W/ tOtl z 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ USTALLERED W/ FILL ALL HOLES, DO NOT USE 10dx3" 12'W' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOODPOST CONNECTIONS TRUSS TO010's�EC.MACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. EPDXY 6-12" EMBED. MIN. ® 16" 1 Oa 1 Ob 1 QC OC MAX. SCALE: GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1e TRUSS TD POST GONNECTION O SCALE 3/4"=V-0' °, - ". °"` A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. # B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. " C - 2 PLYSIMPSON VGT/HDU4 U � 4565 LBS VGT TO TRUSS W/ (16) 1/413"SDS, (1) 5/9" A.T.R. TO HDU4 AND (10) 1/4" X 2 12" BIDS TO POST CONNECTION @ L.B.W. POST TO SLAB CONNECnON A&B-SIMPSON ABU44Z POST BASE-U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE -U:2,300 G:10,335 W/ 5/8DIA. X S' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5B" AB. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/7' NAILS TO POST. l."i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 � all m a R mLJSDIV. �a L014 ABBOTT PARK LOT ##30 BLK. ##12 0418100 -301 1 mcDa i 3EAB "1504- AL=' CA %AOS sera: RIGHT PALM DETAILS IL,160,9PH E C GABLE -ENO i HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASC 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 •60.50 PEP (70,50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e. = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r =69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WND SPEED: 160 MPH EXPOSURE CATEGORY:"C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40/20), 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 GABLEEND FRAME USE 10d RING SHANK U E GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RINGSHANK 212" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 2318" 0,113 F1667 SCREW -NAILS RSRS01 EXTERIOR SHEATHING USE 12" COX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: 10d NAILS 04" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 20, 2n, 2r: 10d NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 SO RING SHANK GUN NAILS R 4" O.C. .- TOP & BOTTOM EDGES .- D N RAFTER OR TKU65-� ROOF SHEATHING --� ■mmi�it 11 MOO Eiiiiiiiiiiiiiiimm I I 11 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"O.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 21 BLOCKING PER NAILING SCHEDULE ZW � cc99 O w 10d RING SHANK GUN NAILS Y7d. SEE "ROOF SHEATHING ATTACHMENT' = ti nO TABLE FOR FIELD SPACING , 2 6 8 a cW7 xca #87'DECK SCREWS 06'-6'O.C. MAX N EDGES & 17 O.C. MAX IN FIELD. UNTHREADED r 00 SHANK TO EXTEND BEYOND THICKNESS OF 0 SUB -FLOOR SHEATHING ro GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%NRENTRWNW CONCRETE EXPOSED TO FIRTH OR WEATHER NON -SEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 84.6L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS-0N6RQUND WHERE INDICATED ON CRIPPLERS'SILLS, SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 ANDAISC SPECIFICATIONS DRAWINGS SEAMS LAPPED8 INCHESANDSEALEP RHRRIADHESIVEME TIE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A SORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2D20, 7N 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH Zx STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPAR ATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 p3f 20 pcf TOP CHORD -non-Donculrent 10 P•f BTM CHORD -nomgon nt WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 0841AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2- CHAIRS SPACED Y-O' OC EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS C IL I A DARDS AND ON. HORIZONTAL L CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - W' UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FO F R STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL-PLATECONNECTED WOOD TRUSSES. #5 BAR - 30 #7 BAR - 47 PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88'. 1990, 18 pot TOP CHORD 2p TOP CHORD (7 w/ ASPHALT SHINGLES) 1 Psf wl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. BTM CHORD 5 10 F 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOADD TO RESIST WAND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Pet WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS UVE LOAD 40 PBf WIND: DEAD LOAD SPEED =10) MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE. USED AS A GUIDE FOR BEARING (NICE (FBC EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tO BIT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: IT ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE : 40p , GUARDS NTS: AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pM, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOW ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL 8E TWACELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE frn = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONITRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30M PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWSE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COUR8E AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO IT. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd,, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OMER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2 500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB-0N-GRADE 3000 PSI REGULAR WEIOFT F R BEAMS, COLUMNS AND 5" STRUCTURALT O B TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5* 4- PRIOR TOTHE ADOTTION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94OW OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER RSIAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2'FOR MG AND SMALLER 2" FOR #9 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3" FOR SLABS, WALLS AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M, FY = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B. = 46 Ini, STRUCTURAL PIPE HALL BE ASTM A531 GRADE FY I S A53M DE B TYPE E OR S F = Y 35 k3i. TUBE AND PIPE COLUMNS SHALL BE I CONCRETE -FILLED IN SHOP, OP E ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/P3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND D OR BUCK FASTENERS FASTENER PPRICATION TILT TYPE AgNO REMARKS APPLICATION 9YE KING REMMK9 1xYP 1-INGTO MABONRYICONC. C,ASEHARDFNEDCgL NAIL „q"LONG. YOC GAlUOE DOOR SLICK TO 1/Y qA NO WASHER PCON MASONRY TA f/STENER 11?EMBED.. 1"EMJ qBT., 11?EDGE qST. 91. AT. M.DOORB ENEDCOIL &'O'C INDOWIDOORI FASTENED wINTO GARAGE DOOR BACK A' dA.OR IY'DIAR EKPMl510N BOLT YEMBED.. d•END p3i., 1K PT. SEE NOTES NAIL NAIL 11?LONG. STAGGERED MASONRYRSXIC. TO MA9dJnY.L?gC. � I -A) Yd"OIC ItYY'gN -- NI-- FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING ,K PT,SEENDTEB NAIL„?LONG. SuocERED INTO MASONRYICGNc. MASDNRYl GONG REQUIREMENTS EM.4MNGDWR (Y)3118L0. 'TAPCOrT tt?EMBED.CEND NONdFAWNG WOOD 1?° E%PANSION d'EMBED TEND Yd CF BUCKb PT. SEE NOTES NO- -N.t9'gC d3T.,,1?FIDE DIET. WALL TO WNC SITS W/WASHER BOLT DIST.. 3'EDDE q3T. 3 LMNDOWBUGL O13B°PAF�l,H' Y'QC p'END. dST.,11/!' "To- GcI., SEE W,I W,�� STAGGERED EDGE d3r. NOTES NOTES 1/LES 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 I OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAR DUTY PIN6 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 B. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WTH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. '1 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407.774.4078 www.abdosigngmup.com AA #: 0003326 Y b C OUDDIV. iC LDS% ABBOTT PARK LOT #30 BLK. #12 0418 006-30121 ]dOD>aLe 3EAB "1504-ALLEX°' 0ARAGZ4 I111WEII90: RIGHT PAGM DETAILS 16 PH W. C MFA'2 D � 04/07/21 OCATM 1/4"=1'-0" TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SN1 n W. © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA,/J-CHP e" MAX. DETAIL A FASCIA O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS O7 STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT D HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO NNELQ 7OWOOD) IN J-CHANNEL SLOT MAX--r. JFASTENER WOOD BATTEN 10 TAPLES INSTALLED O HRU SOFFIT AND -CHANNEL AT NAIL HEM ND IN VALLEYS 8X3" WOOD SCREW OR Q APPING SCREW, ATTEN ATTACHMENT SPACED 24" O.C. SOFFIT 0 HANNELQ i" MAX.--ol l -- DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT --I ® J-CHANNEL- I., N DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L' WA� SOFFIT) SEE DETAIL 1 SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) SEE DETAIL EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 1Od NAIL -AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSSNOIST/ BY OTHER 2-1/4" EMB. .1X2 WOOD BATTEN 11 OFFIT 1O J-CHANNEL Q DETAIL B }- J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING O STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 08 INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) VE WIDTH DOF (ERHANG) CONCRETE; CMU OR WOOD (NOTEA) Q DETAIL C J-CHANNEL .08 DETAIL A TRUSS/JOIST/RAFTER BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" 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. 12 A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH:407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 h :o Lo ausnty as LoT. ABBOTT PARK LOT #30 BLK. #12 PlnCJWT# 04181.000-30121 Mon= 3EAB "1504-ALLEX" OARAOX 8WMG: RIGHT PAO= SOFFIT DETAILS 160 MPH EXP. C All' 12 A, AR No W7 Ile DP AT1b 04/07/21 BCALtcs 1/4"=1'-0" sD1 Ab W&