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HomeMy WebLinkAbout7782 Sail Clover Ln99 2828-E401-ENSLEY99 \-v r, ✓� GC HOMES 12602 TELECOM [DRIVE, TAMPA, FL. 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -MMM BURMG C� >w ABV. ABOVE LAV. LAVATORY DESCRIPTION ry�p p�� Iy�p� , LA RUM (200) -AM IWAL AND SIATZ CGM A/C ALT AIR CONDITIONING ADJUSTABLE LUM. M.C.. LUMINOUS MANUAL RCABINET VWMW Blp � I�p ARCHITECTURAL SHEET DESCRIPTION 2020 FIBC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 + TEL: 813 740-9720 'OCCUPANCY - RESIDENTIAL GROUP R3 'CONSTRUCTION TYPE - VB 'I@l. INTERIOR FINISH - CLASS B 'BASIC WIND SPEED - Milt S B )PH Vasd=1241IP11 -E(POSURE - C AMP. BD, CL CAB. CLG. CLR. CONC. CPT. C.T. AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE MM. MT, M D. MTL. N T S oc. PL P.B. PH MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE NOT TO ER PROPERTY LINE PUSHBUTTON PHONE PG -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN r0�3441 ADDED SORM IMTAILB CREATED 8-m OPT. ADDED STONE VErEER OPTION FAX: (813) 740-9715 '1-STORY RESIDENCE .2-STORY RESIDENCE - IIAX HEIGHT AS PER LOCAL AND STATE CODES D. D.O. DIA. DIM. DRYER DUALc GLAZED DIAMETER DIMENSION PLT. Par D P.T, R. PLATE OOD PAIR PRESSURE TREATED RISER PG A3G-FRONT &REAR ELEVATIONS "G" PG A4G-LEFT & RIGHT ELEVATIONS "G" PG El -FIRST FLOOR ELECTRICAL PLAN DISP. DP. DR. D.S. DISPOSAL DEEP DOOR DOWNSPOUT BAD. RAG. REF. RM. RADIUS RETURN AIR GRILL REFRIGERATOR ROOM PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PIG DI -DETAILS - STATE OF FLORIDA SQ.FT. CALL. S PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA A o. 93723 DTL DW. F.A.EACH ELEV. EQ EXLI. EXT. F.O./FX. F,G. DETAIL DISHWASHER ELEVATION EQUAL EXHAUST EXTERIOR FIXEDOLASS FUELGAS R.O. S.C. s.D S.H. SLIT. SIiT G SHWR. SIM SL. ROUGH OPENING SOLIDCOE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING PG D2 PG D3—DETAILS PG D4-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS eT PLR LIVING 1,362 80. FT. 7ND FLR Lh1JG IIDm9 Sfi. FT. �,qL LIV, 2,311 8G. FT GARAGE 425 8a FT. �� 2B A.B. DESIGN GROUP, LLC. "L 2�a �' FIN. FLR. FINISH FLOOR SL. GL. STD SLIDINGGLASS STANDARD PG WA4-WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT sws SHEAR WAIL PG WA5-WALL ASSEMBLY DETAILS FLORIDA 32750 FR. FIG R FRENCHLONGWOOD, FOOTINGD�B TEMP. TEMPLE RED GLASS PG WA6-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GA. GAR. DISP. GAUGE GARBAGE DISPOSAL T, T OC. TOPCK O TOP OF CURB Fax: (407) 774-4078 GX.I. GL. GROUNDFAULT CIRCUIT INTERRUPTER GLASS T.O.P. T.O.S. TYP. TOP OF PLATE TOP OFSLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PG S1.lA-DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HEIR. HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HOT. OR HT INSUL. HEIGHT INSULATION W/ WD WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. HIT. INTERIOR WOW. wl WINDOW WATER HEATER WROUGHT IRON PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A—SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN 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 INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3—FIRST FLOOR FRAMING PLAN ELEVATION PG S3.lA—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRIT= RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILI47 FOR Ii'TIWMATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RN's HAVE PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A—SAFE LOAD TABLES PG SS -ROOF FRAMING PLAN PG SNl—DETAILS PG SDI —SOFFIT DETAILS HEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSIRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA P. 0003325 1r� S W II > IXm1) . ea LOT: ABBOTT PARK LOT #14 BLK #9 'ROJRCT# 04181.000-14091 ][ODEL: E401 "2828-ENSLEY+' GARAGE 8'WM0.1 RIGHT PACK: COVER SHEET 160 MRH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER F8CR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES DR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2(-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. xI'lYYm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIER 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: 1. 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 ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 111011.l 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. ERE00RW "COIIEIOWi 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 EKTEMFMMU 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %* THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. M NpDTANT CCNMUCTM 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. EKru coLm 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 1l4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONiTRUMCI11 QB AT10N CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA 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. EXTERM SOFFNe 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN 81. LONG WOOD, FL 327W PH:407.77"078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 � a stmDrv. ag Loll ABBOTT PARK LOT #14 BLK #9 P1ioJECTy 04181.000-14091 AWDEU E401 "2828-ENSLEY" GARAGE 9TIING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C 9 9 v PATIO HJ3 v STAIR DATA 0 r 6068 8 5 RISER • 1.52' 14 TREADS • 10' p DII�IO �Oo ,-m� 8 ti I1VII�1O a-09 1/2WALL W/ CAP 4'-6' 4'-0' 5'-II' II 2'-8' I B I I v IR T$FI • 2868 SC 20 MIN. FLAT HDR • �'-6' W.H. AFF. p O a q "' I I I 9 7 — • I I I j w • I OARAM / J BOLLARDAS REa BLDGG.CODE D 9 X I OPT 8' 8' CLCx V-0' CIG. e 2'-S' 1 B' 5'-4- 4'-0' 4'-4' WC ® 112_ISH y% = 0 ' e —V V. G 6B,ATH02 VAC Cn�v v D W GIA I m FLAT J" IR-ISH HDR • -- ------ T,_6. H8. (2) 2068 Ar-F• -------- --------- 2'-8' 6'-0' 4'-4' 9 BMR Mil EMY I B -V CLG. s a — 4'-4 '-4 0 FIRST FLOOR PLAN SCALE: 1/4' a P_& NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETUM PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN T1 E GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MOM) THICK, OR 20-MINUTE FIRE -RATED DOOR$. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 4Y12.'hw) GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 46'(1b.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS, MOR 2020 (TTH ED.) 302.E a °ee�Ocan e�ac�a aLO�O°lera OPBNGB NDTIPE 601MIIE MMAM a01E =krHED61B MMIIB MIN. WINDOW IV 9 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SaD. MIN. 41 5 31/-39 CRITERIA 160T0 O.H.D. 112 5 31/-35 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH — 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=B, EXP.=C, MEAN ROOF HT. = 23'-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. 0011 OLI)AISOM SQ.FT. CAM'S IST FLR LIVING 1,462 SQ. FT. 2ND FLR LNIYa 1A09 80. FT. TOTAL LNNG 2,311 SQ. FT, GARAGE 429 W. FT. EN11FT 28 $0. FT. 11 TOTAL 2028 $a FT. MASONRY/FRAME WALL LEGEND 6' BLOCK WALL UNO ON PLANS IB'-8' BRG. 4' INTERIOR LOAD BRG. WALL UN.O. ON PLANS 0 4' INTERIOR NON LOAD CRCs. WALL UNO.ON PLANS ALL INTERIOR DOORS TO BE 1441 N. RONALD REAGAN 8L LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 � a rr 3 � a N W f O x IP 9VHDIV. ae LOT%BBOTT PARKLOT #14 BLK #9 ROJECT# 04181.000-14091 MODEL% E401 "2828—ENSLEY' GARAGE ®TANG% RIGHT PAGE: FIRST FLOOR PLAN %160 MPH FA C 18 \- 9A NO 93723 /' J PRINT DATE 8 14 21 SCALE: 1/4'=1'—O' SHEET Al C P5L. TOP PLATE 0 t:T BAR DETAIL HANDRAIL • 36' W/ 2X4 K-I-OF Aµ' 746 SW ROOM ALUM 4 NANAD FM NAI M ec mm" sacm Do u m2am MAX WAOSEPW rEE is" hat 1043 WA" I MM" • LL' O.C. MAX THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER F5CR R311.102 NOTE: HANDRAIL ENDS SHALL 5E RETUNED TO THE WALL OR TERMINATE INTO A NEWEL POST. AW T4a 60 ROOM a2u® a MAL= rm NAILAee a@Aa7IA.e SMOM 2.2 aTWW" TO 6mvNA 1 ME Av ad NA" To NA" NAA.ld FROM DA00M as afmcnwAL pq." FOR n.DOe FMAATAIa / (2) LAY M o Aµ' PLYWOOD Oe (2) LATH Or Y4' AS PLO= MATHtlAL Wft raR emo NNLan MAR GA1L IUelRa . TMN C L 1154 e TRlADa . a a a ewSpam iuns' Wram . sw Wnwaet DRAD OF Sue'"Oe ADWO" rL-4" OR anew • FA NORMOMAL IW (UMTA ADl9 GNAW TO AMINO almo o TWM304M OF TREAD) mpolo1e0Aei u' — — 690M 2X4 P.T. TO 2"0 eTRMAIm aeawt OLAR e, [a) rod an aV bd 944J a' -a' OL MAaoNMT "La STAIR SECTION B WALE, v2 •I -m NOTE: 1, HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A DIAMETER or- I}'a 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-L&I / F.B.G. 2020 CHANDRAIL SECTION CALE= 3/4 .I -m x LIED HDR :"I DETAIL • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-5078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 44 �+ IBM M exmD:v ac LoT. ABBOTT PARK LOT #14 BLK #9 PltOJECT# 04181.000-14091 MODEZA E401 "2828—ENSLEY" GARAGE ®PIING: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS kl6VWH FA C PRINT 8 14 21 DATE: / / SCALE: 1/4"=1'-0" SHEET A1A FYPON IS'X.90' DECORATIYE� SHUTTER OR EQUIVALENT I1'-4" 2ND FLR B— --- I I I I b' RAISED I I I I I I I I BAND (TYPJ I I 99'-4 2N5 FIN. FLR---- 5'-0' BRG. IT I I ® ENTRY I I I I I T'p• I I I I 4' RAISED I I I I BAND (TYR) I IT-4' 2ND B-�THGTHG j r v I wI I .II,I -- - - poor. immm � )III �—� INS ICI _ 17 FRONT 1, 1 , TEXTURED 24'-4' SLOG. HGT. b' RAISED BAND (TYPJ ,�1'1'-4' 2ND FLR 0' FYPON 19'X&3' DECORATIVE SHUTTER OR EQUIVALENT --4' RAISED BAND (TYPJ b' RAISED BAND 9'-4 3/4' -- 2N—'D FINFLR —_ 0-0 —OPT. COAC 4 LIGHT 0 -0 - — - — - — - — - — - — - — - — - .o24'-4 OFF RIDGE VENT OFF RIDGE VENT I I I I � I I I I I I I I 9'-4 3/4' I I 2ND FIN. FLR---- --------' ---------- _8_1-_0�' BRCi_.�H�GT_.� I I ® £N�—_—_ _—_—_-------------- - I I I I1171F TYP. I I I I ro I I I I I I I I 0'-0' FIN. FLR REAR ELEVATION-G SCALE: 1/4 a V-0' TEXTURED FINISH ,,I1'-42ND FLR BQ R5: THG --- - 2NFIN FLR ARFAOFATTIC - 1650 SQ, FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIREDVENTILATION AREA = 1651)/3D0 = 5.50 VENTILATION AREAXSQ. INCHES PER Fr.(144) a 792 SQ. IN. MIN. REQUIREDVENTILATION = .5% 792 IN UPPER PORTION OFATTIC - 396 SQ. IN, OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 396 /115 TOTAL N OF VENTS REQUI RED = 3.44346 TOTAL N OF VENTS FROM DED - 4 *AREA OF AT11 C I S THE PE IV MI TER OF THE HOUSE, LESS THE OVERHANG _ (EXTERI OR OF WALL TO E)ITERIOR OF WALL, NO OVERHANGS INCLUDED) V2' TWOK 2 COAT CgMENT PLASTER APPLIED 'x4'T'L IRY� DIR GLL7 V.O TYPE MASON RAM1N9 SET N ROOPNo OE'ENT PIEERGLA66 SNNGLE6 uY12DeRLAYMENT AS PER P!!CR 2X6 6YP PT LEDGER IW S06.LL ROOF SNEAINN6 TFNQOEIB Vt'xe' TINREADED ROD 52 S PER SNL SECLRLD PLR = a WITHN 6' OF EACH F 6CH04I EDULE FASTENER END MAX SET N SIMPSON 611IPSON LOU-26 H104 STRENGTH EXPDXY 2ND PIN RR (PER 6MIN EI'pEp. 2a6 SYP RAFTERS, OR ROOF SLOPE --- I ELLVATION 2X6 SYP PT LEDGER W MN. 11161 OSD SHEATHING GUSSET TO EUE SECURED TO 32'32' O 4 WrrW ED ROD 1 S' 2X& MEMBER& UY Sd NAU.B H E EACH T I EACH END MAX SET N MAX 3' O.C. • FERS"l7ER I'-4' SU'TFSON HIGH 6TRB4CiTH 6RTSON LUB-26 W (4) IOd'a 2--p• EXPDXY S' MN view. TO LEDGER AND (2) Wd'a TO 2a6 JOIST CNM6lL FOIR SORIT OVERHANG DETAIL A SCALE: 1/2 a 1'-0' ENGINEERED UIOOD TRIAWA • 24. Oa SUMMIT SHOP DRAYEJG6 SEALED 6Y PROPEMIONAL 9YaNEER FOR REVIEW � AND CONTENT& PLYUADW SHEATHNG M 6TRucnwnL RR HST. l MR SLOV-) RCOFMS AND RASHNS UU DRIP-� —� a 6 ws Aw Awwam EDGE PER 10 uLAIae o D FW=lPtEMENT6 uRAP FASCIA UUTH BREAK K#AaNwr sow SIWLIwhmkALUwe bd. 2.6 WOOD FAG' -IA SEE STRUCTURAL MR FASTEN VI NITED SOWIT PER ATTIC CALC% N' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 210 R.R. WNDOW P ON PLAN RAKE SOFFIT DETAIL B SCALE= 1/2 a 1-0 i 2' I BAND DTL. C 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngmup.com AA k: 0003325 1rJ1 o m DTJBDIV. ae LOT: ABBOTT PARK LOT #14 BLK #9 PliOJ>OCT# 04181.000-14091 MODMA E401 "2828—ENSLEY' GAP.AGE 81rWG: RIGHT PAGZ: FRONT & REAR ELEVATION »G„ k161YUKH E C I a IN SCALE: 1/4"=1•-0" SHEET A3 G Il'-4' 2ND FLR 9'-4 314'�_. .2ND FIN. FLR�— • ENTRY 0'-0' FIN. FLR., LEFT ELEVATION-G SCALE. 1/4 . I'-0' TEXTURED FINISH ,�11'-4' 2ND FLR B�j-KsT, 9'-4 3/W4' 2 0 FFLR 08-0 0'-0' FIN. FLR R OFF MOM VENT �5 D TYF' Il'-4' 2ND FLR ,ill'-4' 2ND FLR 5': HLsT -- I-O-------- BkYa�THG TY!•. 9'-4 12 "' I I V-4 3/4' 2ND FINS. FLR ---' Al 8'-0' BRG. HGT.�,_ '-- rl -- ---------------- -----------------------'-------- '-----'---- --------- - — - — - — 2N— D$ pM FLR - — - ,►8 -0� I I 0 0' FIB---- —_—_—_------�----------------_ I I _—_—_—_—_ $0'-O' FIN. FLR ' _ _ --_ RIGHT ELEVATION-G 8CALE= 1/4 . 1 -0' TEXTURED FINISH M 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA M 0003325 xd 6 01 ELECTRICAL LEGEND 87MDOL DEFINITION NOTES --e GDV OUTLET 20 AMP SNSLE POLE SOV CUTLET 110V OUTLET N OP an.at USpD TO GWTON GFI IIOv CUTLET IN Be APT le 710V OUTLET (4)OW CON cneN IyII� GR DQ. WATDY'ROCF OULEr SIROUM FAULT N'IWRJrIM OUNTCH BWTCH S-WAY OFER 8WTCN 44 AY OPER UNLL M URW LNWT CEILNS LIGNT O LED CLO L04T LED VAPOR O VP PROOF LOW Oh° LVAFOR USNr PROF Omocommem vow. PAN 1 CRY PER eo. R. poefURN (S TIED Sn' O"L AIRdID (RECE&SED) AROND (SUS MITJ 4' RAOIfINCpR 4' TRAtJC LIOWT O PANEL db M"m OSrx sMo m mnmcwm UALL Ho -I'm mow DQINOMOR YIIIL ® cAmm Mmmdom,eOFIacTED m D@1EGTOR COIAFO SNALL M A DISTANCE O Not LESS TSN 4' NAT2UL OM OUTLOT ► tIE.E1°110T! JAOC YATRR WSATER DNOONICT Ain Comorriamm owcomm=•a Au cm MRVRWI JACK E O TO S1 ACCORDANCEV O N EDx lom CELM PAIIL4W To M MITORED N ,40ao1O,weE ITV EON MARKED AS K CI4 MR �naa 24' NCM ombclw LISW VMP nGn Iw' INe.AHoeecelr LIO(T eTRIP ennnnnnn 4W LOW GTW U400D L— KP oFr.Ona RnT glYFAD FQ PA. PIMN-E rTON R7R am'" INO PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FAN& TO W VERMED • WOMEOUIER PRE-O"TRICTION MOTVCL • ALL ! 4 20 Al'T 0OtAHCH CNICUrrS TO M APIC FAULT PROTECTED PER ELECTRICAL FROVISCNS OF mm In.I mmaN r20m) 4 raG mn mn mmaN. • 20 AMP DEDICATED LAUNDRY CRCUR. • OPI • ISLAND MOT ON KITCWN CEICUR) • DISKUWA44M DISCONiC'r TO M LOOCOUT N PANEL • MTHROOM KA"*T PAN TO UiAVE MN CAPACITY OF SO CRY INTERMIrmw MER ELECTRICAL PRdVINOHIB OF SECTION M8013 • LANDRY ROOM RECEPTACLE SNAU1 M OIROND ION FROTtGTIQi FOR roptoo eL mmumm • WRINM METHOD GW4L . EE NON METALLIC CABLE FEE ELECIIICAL PAOVISIOFM OF . • ALL YAOIIC TO CONTENT WIN [LICTIEG4L PROVMIOM Q THE Mu T(Y ®ne2ez PATIO WP } GPI / \ --- --- Lwm ROOM PAMRY � DIIOriG c`, n ' I ROOM i--=. ' L • •.J � TO PL. 8/CO MTGH PRE WIRED CL.G FAN \ I MCM ` I ---- I OUTLET I ILI GPI • 44' GPI • 44' O FOR VENT OR MICR I A.F.F. `' AFF. J _ • I I `\ B OLLARD AS REa PER II 3" �' I 3 p�`\ GARAGE DLDG CODE L DOOR ` it GFI '. - -- GARAGE KEYLE88 FIXTURE L -- =0 6 - GFI GARAGE DOOR PREWIREl FOYER RIAIR12 till m a GFI IRRIGATION - OUTLET • 48' AFF. NMROOM#2 1 SD. ulGFI I ffi'1'1xY (;% J P.B. FOR PRE -WIRED CHIMES CLG FAN FIRST FLOOR ELECTRICAL PLAN SCALE, V ' I'-® LED LIGHTING ® SINGLE LAV. BATH Q METER FIELD VERIFY LOG. 150 AMP ELECTRICAL RISER OPT NOT TO SCALE COACH LIGFIT A ELECTRICAL MATERIAL& AND INSTALLATIONS SHALL COMPLY wTW ELECTPoCAL PROVUNONS OF THE MCM ItN EDltloN r2mm� LOCAL CODES. AND ALL LOCAL POOER COMPANY R60NMO ENT&. EL ALL CONDUCTOR& SHALL BE TYPE THIWTNW( UNLESS NOTED OTWERUME. I-V2" DIA SCNOW.E O PVC CONDUIT OR PROVDE S 42A0 ALUTNUM (AL) N 2" DIA SCHEDULE W PVC C0NOWT UNIJW SERMCU IS PROVIDED 6Y TFE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COME•ANY PRIOR TO Sb. PROVIDE G•tro cLL TRUN • P& CU N 2' Cc %M AL, TWIW • PS CU N 2' CONDUIT OR 2 (CONDUIT TO TERMINATE ABOVE SOFFIT - DSsmRVm T OUTC34 AND OM ELECTRIC METER N NEMA 9R ENG-ONJRE TELQ'F = aaTRVlce CABLE SERVION MwT SIGN 7ELIFrmntFYE CAMELS! olT1R4Ia(x mQUPM1 rt Ecur"ONt INTERSYSTEM 010""a TERMINAL AT LOW VOLTAGE C40N ECTIOND 1 V CU SERVICE OROND CONIECIED TO CONCRETE ENGAGED FOOTER STEEL PER ELECTRICAL PROVISION& OF THE POOR IN EGtL�L SW CIA )l S FT LONG COTTER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#: 0003325 Q U A ftmDrv. as TAT: ABBOTT PARK LOT #14 BLK #9 PROJECT# 04181.000-14091 MODELe E401 "2828—ENSLEY)' GARAGE a? IFMG: RIGHT PAGE' FIRST FLOOR ELECTRICAL PLAN 160APH C 8 000 PRINT B 14 DATE: 21 / / scAL,E: 1/4"=1'-0" SHEET E1 ELECTRICAL LEGEND SYMBOL` DEFINITION NOTES --e DSV OUTLET m AMP smia RILE nvv anm IIOv OUTLET h OF OUTLET Q'Fw TO SWITCH 04 UOV OUTLET 0004D UNUtO FAIL. MIIMPnOt (TAPEt ilNSUNf TTPEU a@ 220V OUTLET (4) NI! CONNECTION III AN OR. "Join 7nDCP OUTLET OTIOINO FAULT NI�OEIrIO! Sull1w SUNTCH S-YIAT O m SWITCH 4-NAY Orm rt� LW CELM6 LaW © LID CLO LIGHT O VP LED VAPOR PROM LIOM O VP VAPOR PROM LISHT Olimcmmw C,N evow. TAU I CFM FM as rt. VENT. PAN "law I CM Mm v rePEc'/ � sr mulLom YE.D Ntir A ®R A,W NV rlLeeED) AFIC&M /NIItF MN7J 2' R AWNIIN CE+T }p�p 4'HLOIM/ti1T W--e--o-- 1 C CO 4'TRACK L. PANEL sib METER I O8.D. NTOKE Coma OR 'AyU y ® S/CO CAPOMMONMCM N'IOIE 0lTEOT01! �� SHALL ON A DISTANCE OF NOT LESS 1F4111N 4' PI4IOM WALL PEDANT LOW rU� KATIRAL GAS oiniFt TMJM%i" JACK HATER NICTee DROONiCT ON DBOOINCT NISI AMON I-Q TaevrloN JAcx TO EE NPM•ORllD N JO J-@ON ACCOIOANCE UV Im FMIt® A! NC" MR BD)r OELLNO KAN&OW TED IN TOACCGIORa•D MO NlAFlORtUBON AsSNOON rat FAMECTION afifia u' INCANIDNICIIINT LIGHT STRIP !S' 14C NDBOCN Tr LIONT srIEP 40' ICANOR CISIT LISHT FLOOD LIGHT OPT. NfWETY KETTAD • Pll. rusk-EUTTON MR Ow"m • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO of vow4w • HOMEOWNER PRE-CCMT% cncN MoRTNO. • ALL E A 20 AMP BROWN CIRCUITS TO OE MC FAULT PROINCT7D PER ELNCrRr.AL PROVISIONS OF EOCd TTN lDITIOJ [ND}!1) I ISO 71@l2 70R lDRIOIQ • NU AMP DEDICATED LAUNOW CIRCUIT • am •INLAND (NOT ON KITC 4IN CUCUIT) • DISHU401ER DISOONBCt t0 BE LOCKOUT M P'ANE. • B.4THItO01•I OSY4MT FNU TO HAVE MR CAPACITY OF M CPM N7E1lTITTEUT FM RLECYWCAL MONVISICNS OF SECTION MOMS lEOt TTiI lDRCN rN x • LAUNDRT ROOM IIECErTAaE SHALL BE 6ROND FAULT CUtCUIT-min apnot rltotECTION FOR • UjW4 MOTHOO 69ALL 90 NON METALLIC CABLE PER E.EC7T11CAL PROVISIONS OF MIGIR-IMAZU29211111 • ALL uIORK TO COMPLY WIRI ELECTRICAL PROVISIONS OP TN! MIert TTH Tee [ON " AU ON SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • 1'-m' I IAV3 I / LED LIGHTING C�? SINGLE LAV. BATH -3 LED LIGHTING C DOUBLE LAV. BAH AI 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.a bdesigngroup.corn AA M. 0003325 A a almDIV. do WTI ABBOTT PARK LOT #14 BLK #9 PROJECToF 04181.000-14091 MoDmr.4 E401 "2828—ENSLEY" GARAGE awnJo: RIGHT PAMCOND FLOOR ELECTRICAL LAN 1160/fANiE . HATE: 8/14/21 SCALE: 1/4"=1'-0" 9IiEET E2 FIRST FLOOR PLUMBING PLAN ,aL " p_m. PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 QU o 5 eusDiV a LOT: ABBOTT PARK LOT #14 BLK #9 PROJ=T* 04181.000-14091 xonnu E401 "2828—ENSLEY" GARAGIC SWING: RIGHT PAGE: PLUMBING PLAN 16 H MC 18 DATE: 6/14/21 scALE: 1/4"=1'-0" SHEET P1 R R� 2X4 TOP PLATE PER.PEA 7 PRE-FAB TPM w cm �� • y' 1IedC 7 COAT Y CMI es V2' CLG. BOARD ;=. Arn-� �2woReaFm ar D amy TO K#ACNW 2.* P.T. W A1TAO MP TO ILL NOTE: STUDS IN 5' DIA. SLEEVE, �A+PM PARTITIONS SUPPORTING DO NOT CUT P M N' ORYWALL WALL HUNG PLUMBING RE%=4/lmRD; '� A " 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL WAUM 07W LONGWOOD, FL 32760 CABINETS SHALL BE NOT PIw �'+sr� PH: 407-7746078 LESS THAN 2x4, WHERE BOND BEAMO NOT GUT rye a2aK roR srw ooaR nA/2r� FAX: 4o7-7744078 SPACED NOT MORE SOLID GROUT TE BOND ati TWA=Tm B e SECURE ST. 2X41L100D W/ f1)_ e5EAM w•aTr.IL p. =TO wwwAA #: l 0 roup.com PLATE TO SLAB STUDS •24• THAN 16' O.C. OR NOT _ Iweo w WOM .ISM PM AA S: 0003326 Oc SS (2) COURSE EBABS FRDPJ = wLv. erase o�waAo 000R IW Wd MASONRY LE THAN 2x6, WHERE NAIL • 32. O.C. SPACED NOT MORE MAX THAN 24' O.G. ASLAB -- ^,'%, AP"RDJAL Rm Y&Wh:1L TRACK rmy K . To TRACK SRACI@Te ROOD o . •' !� .: ALA1YRor Pn ® ®, FIN. M.R. 2A PIPE THROUGH BOND BEAM 28 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS (��)TYP. INT. WALL (NON—BRG.) p1 SCALE:11/2'-1'-0' D1 SCALE:3/4'•I'-0' D1 SCALE, 3/4'.I'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBER31-ASS, SHINGLES WITH UNDERLAYMENT AS PER FBGR 905.I.L ROOF SHEATHNG 2X4 SIFF 24. O.G. MAX SECURE UU (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FRICR 909,11. ROOF SHEATHING THICKNESS AS PER SHEET SNL 8 r�r FIBM42LASB 9HINGLEB THICA 0— AS PER WITH UNDERLAYMENT AS PER FI 905.1.1. SHEET &A SECURED PER PER STRUCTURAL DETAILS AS PER FBCR 905.1.1. ROOF SHEATHING FASTENER SCHEDULE SECURED PER ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE SHEET SNI.PER THICKNESS SECURED AS PER aIFFBACK AT ALL UPR*HTB SHEET SNI. SECURED /S• GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER SCHEDULE SRTRENGTH C-& 2x FASCIA PER MAX PRE-ENG WD. TRUSS 2x 2x FASCIA PER BOARD REFER�CE ELEVATIONS O. ELEVATIONS N STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT W PRE-ENG TRUSS, SEE ENERGY CODE FORME FIR _ EWA �� WALL SHEATHING CONT. 2x RAT RUN SECURED PER INSULATION I RENCE 8 VALLIES TRJCTURAL THICKNESS AS PER SEE STRUCTURAL DETAILS CODE FORMS FOR WALL SHEATHING = MTL. DRIP EDGE MTL DRIP EDGE SHEET 8NL SECURE PER INSULATION R-VALUES SHEET ON]. AS PER m, PER ELEVATION FASTENER SCHEDULE SHEET ON]. 8Et71RE PER 2x FASCIA PER TYP. 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE w ON SHEET SNI. ELEVATIONS o.H. ELEVATIONS PRE-ENG. LADLE TRUSS Sm. GYPSUMHKTN 87RENKa��BOARD VENTED SOFFIT I WNDOW ATAA INSULATION ENT VENTED SOFFIT DEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER UJEEP SCREED SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REPERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING RENCE STRUCTURAL STRIPS 24' O C. UPS 1/R' THICK, 2 COAT PORTLAND e Ix2 P.T. FURRING e S' CEMENT PLASTER APPLIED STRIPS O.C. 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY CK 2 COAT 1/2' THICK I.I.L. CEMENT PLASTER APPLIED 1/2' GYP. WL. W. DR T b�IOOGG O EBD. CMU DIRECTLY TO MASONRY WOOD BABE PLPORTLAND ABLTE APPLIED DIRECTLY TO MASONRY I 0'-0' FIN. FLR.L i, 0'-0' FIN. PLR 0'-0' FIN. FLR,L 0'-0' FIN. FLR 1 ;.. e, cm • ROOF SHEATHING THICKNESS IS ., . ROOF SHEATHING THICKNESS IS • NG a' `' EINEERED PER ASCE -1-16 IN • ENGINEERED PER ASCE 1-16 IN a ACCORDANCE WITH FBCR 2020 `,'4: EWITHSECTION CR 21020 ,�....�.. ACCORDANCE 9 'ITH EDITION, SECTION R301.13 ,a . AND 16095.1. AND 160"J. W/ WINDOW OPENING TYR WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: NO OPENING NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE IA lmDrv. Ae LOTBBOTT PARK LOT #14 BLK #9 ROJffiCT# 04181.000-14091 MODEL E401 "2828—ENSLEY" GARAGE 611WING: RIGHT PAGE: DETAILS 16/MNi E . C a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 1/4•-1'-m UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4,,r-V, UNDERLAYMENT IN ACCORDANCE WITH FBGR e05.1.1.1 OF THE FBCR WITH FBCR %*.I.1.1 OF THE FBCR 2020 7TH EDITION IS 04 WHICH USES 2020 iTH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04S69 TYPE III TYPE II OR ASTM 0496S TYPE III 1( OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. u A AR NO 90 PRINT DATE: BI 14 21 SCALE: 1/4"=1'—O" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 909.1.1. AS PER FBCR 908.1.E ROOF SHEATHNG ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. 'ER PRE-ENG WD. R 24' O.C. MAX LEVATION 24' O.C. MAX VA ON METAL DRIP E METAL DRIP EDGE GATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY ?. REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCB FOR VALUES VENTED IOH 8/6' GYPSUM BOARD ELEVATIONS ON. ? 8/6' GYPSUM BOARD SOFFIT TrP. OR 1/2' HIGH STRENGTH r P. OR I**HKaH STRENGTH CLG.BOARD „ CLG.BOARD REFEREE Ix2 FIRE -STOP SOFFIT ? Ix2 FIRE -STOP 6TRUCTURAL -4.1 INSUL. FREE STRUCTURAL -4.1 MSUL I � w Lu I I � WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ---REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR a 3/4' T 4 G sUBFLOOR (BLUED AND NAILED AS PER NAILM 1/2' THICK, 2 COAT Q I ED AND NAILED 1/2' THICK 2 COAT SCHEDULE PORTLAND CEMENT w AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED �> DIRECTLY TO w DIRECTLY TO MASONRY M R MASONRY v M t�PNLEVATIUN Dd FIRE -STOP EVA ON IX2 FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL 1 yq R VAT ON ON 8/8' GYPSUM BOARD 8/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR IR' WSW STRENGTH BOARD CLG.BOARD ER IfELEVATION OQ FIRE -STOP IX2 FIRE -STOP R-4.1INSUL. R-4.1INSUL. I WINDOW ATTACHMENT AS PER k,--k—lEFERENCE MANUFACTURES SPECIFICATIONS STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIEDA�- Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TOSTRIPS 24' OZ. STRIPS • 24' O.C. M��S, CI U DIRECTLY TO S, GMU MASONRY In, GYP. WL. BD. V2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP WOOD EASE Do FIRE -STOP 4 14. 14 n W/ WINDOW OPENING �, WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'•1'-& 1441 N. RONALD RFAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Pi Q J Y BVHDIV. de LOT ABBOTT PARK LOT #14 BLK #9 Pvtoi=T# 04181.000-14091 MODEL: E401 "2828—ENSLEY' GARAGE 81101127aG: RIGHT PAGE: DETAILS 160 AH E . Ton 2X6 1-7 • CENTER OF DOOR HEADER SECURED W (U VI' X S' J-DOLT W( 4' MN EMBEDI'@R UY 2'X 2'X V6'W bMt 4NUr OR W/ (2) VJ' X W ANCHOR BOLTO UV 4' MN E'EEDME(T W/ 2' X 2' X IW W46HER 4 NUTS E 1 V2' E'EED. 6' OC. 4' ENDDIET. 1 V2' EDGE 016T. UI 7X6 X 2' X V6' U AGWER 4 NJT. (1) WITHIN W OF TOP. (1) UATHIN 6• Cr-THE BTM, ® (3) EVENLY SPACED. EI I® ALL ANC 40M SHALL BE N ACCORDANCE TO MAMPAGTLINA" INSTALLATION N671abCTION6 UINERE &X:14 M1114 CTION6 ARE MORE STRIMMa GARAGE DOOR BUCK ATTACHMENT 3 "us 6• cru V2' DR1'UW.L bt4 P.T. OR B/WX4' MN SECURE THRU FRAME 4 ❑ I'X4' EMEND I-V4' INTO P.T. NAILER BLOCK UY 3M.' TAPCONS DOOR CASING MN SWANK SIZE J46 MN HEAD 61g JI00 MN EMBEDMENT I-V4' UTHN 6' OF EACH END DOOR JAMB OR WINDOW 4 IS' OG MAX SPACING ATTACH TO 2X PER MAM AACTFE8 DETAILS. NOTE, OHM A6 NEEDED TO F-L" JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3/4" OR +6/4" 1/t B TO BLOCK +3/4" OR +6/4" 2X4. INS SECURE TO BLOCK uV 3/I6' TAPCONS MN SHARK SIZE 346 MN HEAD 612E Aloe MN MIMM DNENr 1 VW) WTHN 6' OF EACH END 4 w OC. MAX SPACING. 2X6. m SECURE TO BLOCK WK2) W*' TAPCON6 MN SHANK SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') 6. OMU UTHN 6. OF EACH END 4 ID'Or— MAX SPACING. V2. ORTW4LL 2X66 ® El I'X4' SECURE TO BLOCK P.T. NAILER W10) SAW TAPCON6 DOOR CABINS (MN SHANK 612E .HD MN HEAD SIZE 900 MK E" BEDM NT I V4') WTHIN 6' OF EACH END 4 m' OC. MAx SPAGMG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANWACTU E6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2- n11D'=W TO BLACK +1 1/2" 2" I' SECURE TO BLOCK UY 3/K' TAPCONS MIN. SHANK 612E .N6 MR HEAD 612E 3M MIN. E'bEDI'!NT 1 1/49 UT IN W OP EACH END 4 IS' OC. MAX SPACING. 2X6, m SECURE TO BLOCK UY(2) SAW TAPCON6 MN SHARK 612E J45 MN HEAD 612E 3M MN B'EEDMEHT 1 V41) UTHIN S' OF EACH END 6' CM 4 w OC. MAX SPACING. 1. DRYWALL 2x6. I A4, mi SECURE TO BLOCK W/(2) 3K' tAPCON6 P.T. NAILER MN SHARK SIZIM US 1/16' 0.6J6, X 4' MN MN HEAD SIZE J100 MN 010NDMI NT 1 V4'1 DOOR CAOING WITHN 6' OF EACH END 4 w O.C. MAX SPACING. DOOR JAMB OR WNDOW ATTACH TO 2X PER MAMPAC713#C8 DETAILS. NOTE. OHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4) DOOR JAMB TO BLOCK +1 16/16" /-,�WIND� OOW TO BLACK +1 16/16' 2X•4. SO SECURE TO BLOCK U / WW TAPOONG MN SHANK 612E J46 MN HEAD 612E 900 MN O'BEDMENr I V49 WITHIN 6. OF EACH ETD 4 IS' OC. MAX SPACINE NOTE. 6TRIJCTRAL 2X MUST BE 2x6. = ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NONATRIJCTURAL W10) 3/Y' TAPCONS 3116' TAFCON MN 1-1/4, MN SWANK SIZE 346 EMonoMlw INTO BLOCK MN HEAD OUR 300 MN EMBEDMENT 1 YW) W THN S' OF EACH END S' CMJ 4 N' = MAX SPACING. �, DIl1'W4J.L 2X6 ts0 ❑ SECURE i0 BLOCK I7(4' IIK2) sn6' TAFcorw R.T. NAILER MN SWANK SIZE J46 POOR CASINO MN HEAD 6IZE 3 MN EMBEDMENT 1 1147 UNTHM W OF EACH END 4 Y' OC. MAX SPACING. DOOR JAMB OR UNNDOW ATTACH TO 2X PER MANFACTIFE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" rl A TO HLOCK +2 1/4" 2x4. M 6CCLFA TO BLOCK UYSA►' TAACONO (MN. SHANK 612E .H6 MN HEAD 612E JIOO MN. EMBEDMENT I VW) uUTHN W OF EACH END 1 a, OC. MAX 6ACING. 2X6, m SECUIRE TO BLOCK IW(2) 3/M.' TAPCONS MN SHANK SUM J46 MN HEAD SIZE 3M MN EMBEDMENT I VW) WITHIN 6. OF EACH END 4 E' OC. MAX SPACM 6' CM I/7' DRYWALL 2X6. m ❑ SECURE TO BLOCK PX4' W/(2) VW TAPCONS P.T. NAILER MN SWANK SIZE .MB DOOR CASING MN HEAD SIZE 300 MN EMEEDIMEIT 1 V41) uUT14N 6' OF EACH END 4 w or_ MAX SPACING. DOOR JAMB OR UNHDOS ATTACH TO 2X PER MARFACTURES OVAL& NOTE, SHIM AS NEEDED TO PWMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +3" O%nm�ox To ATOM( +A" 2X4, m SECURE TO BLOCK UV 3A6'TAPCONb MN SHANK SIZE J46 MN HEAD 61ZE 300 MN EMBEDMENT I LIW) WITHIN 6' OF EACH END 4 r' = MAX 6ACING. NOTE, STRUCTURAL 2X MOT BE 2X6, m ON OUTSIDE 4 SeCFeD 6ECURE TO BLOCK THROUGH NON-671111,ICTURAL UY(2) 5/16' TAPCOHE 3/16' TAPCON MN 1-1/4' MN SMANK 612E 345 ame Dmlw INTO BLOCK MN HEAD SIZE 3" MN EMBEDMENT I V4') 6. cm UUTHM 6' OF EACH END 4 w OC. MAX SPACING. VZ' DRYWALL 2boom TO BLOCK R.T.)NAILER WI(2) 3M' TAFCCNS DOOR CASING PL NOTE, SHIM A6 MEOW TO UMB JAMS, (DO NOT EXCEED W-) 2ND 2X SECURE TO STRUCTURAL W MEMBER UV(27Gd THIN 6' OF EACH END 4 W TO 6' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUl4C11NRE8 DETAILS. DOOR JAMB TO BLACK +3" r1MTMOK To AMOK +. "" 2X4, IE SECURE TO BLOCK W/ I/W TAM:," (MIN. 614" 617E J4O MR HEAD 612E 300 MN B"BEDMENT I V49 WtHN 6' OF EACH END 4 Is' O.C. MAX 6ACN& 2)(6, SECURE TO BLOCK UW2) VW TAPCONS MN SWANK 612E J46 MN HEAD SIZE 200 MN EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 M' = MAX SPACING. 2X6, CMW SECURE TO BLOCK 11102) V4' TAPCONO MN SHN4C SIZE 30 MN HEAD 617E 300 MN EMBEDMENT I V49 UhIN W OP EACH END 4 w O.C. MAX SPACMCa S' CMl ❑ 112' DRYWALL I'X4' Rt. NAILER T/16' OBIS. x 4' MN DOOR CASING DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFAC UR6 DETAILS. NOTE, SHIM AS NEEDED TO FLUME JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/16" G A TO BLOCK +3 7/16" 2X4, m SECURE TO BLOCK Wr V4'TAPCONS MN SWANK 612E J46 MN HEAD 617E 900 MN EMBEDMENT 1 V41) WTHIN 6.OF EACH END 4 r' OC. MAX SPACING. 2X6. m SECURE TO BLOCK W/O) V4' TAPCONG MN SWwK 612E .146 MN HEAD SIZE JIM MN EMBEDMENT V47 WITHIN S' OF EACH END 4 IS' Of MAX SPACING. 2XS, 12® SECURE TO BLOCK WK2) V4' TAPCON6 MN SHANK SIZE .14b MN HEAD 612E 100 MN EMBEDMENT I V49 UNTHIN W OF EACH END 4 IS, OC. MAX SPACIMIE NOTE, STRUCTURAL 2X MUST BE ON OUT60E 4 6CCUlED 71-100 H NON-6TRjCTIURAL 3AW TAPCON MN 1-114' EMBEDMENT INTO BLOCK L 3 S' CMU W' DRYWALL El IMAM P.T. NAILER P P.T.XWMN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MLVNUFACTUIE6 OVALS, NOTE, 6HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" r111iND0V TO BLACK +3 3/4" I 144i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 O 94 14 R p s r oaa6 Iy A D C otmDrv. Z LoT: ABBOTT PARK LOT #14 BLK #9 I-noj CT# 04181.000-14091 MODIRL: E401 "2828-ENSLEY" GARAGIE OWII'TG: RIGHT PAGE: DETAILS 160 H C 18 SCALE: SHEET D 3 WALL MST04M (CLIPS; STAPLES) A& APPROVED BUIL OM MtAP RMIN, SECURE R s/ WWAE TO RAMM Mom( SHALL BE LAPPED A MINIFII'9 OF 6' • VERTICAL LAPS (ROLL -L ENDS) 4 e' • HORIZONTAL LAPS. ALL ALL. ON" PEED TO OE TAPED LATH VERTICAL LAP TO BE I' � 4~ WITH FORTIBER SHEATHM TAPE IM LAYER R. FORTSMBER / \ MUILONS RAPER PROPOR11E0 CONTROL JOINT COAT CEI'ENT / \ FETAL LAIN / FLN11'.E of CONTISOL JONTB T BE WRED TIED TO LATH • S' \ PLASTER \ WRB LAYER a, POPWr PWR / \ r'xr' SELF-ADPERSJdI MEr'EIRNE R-ASHN6 OVER 4k4' or_ MAX Nam �!T (ICON �'� PAPER NOT �T ROLJOATO 1' nw. L.r • 1•ar.u. unl y�,q� 1441 N. RONALD REAGAN BLVD. WALL EVEN IF STUD EXISM / \ rim LONG WOOD, FL 32 BEYOI'D ExCEPr STAPLES UV ' LF6 MAY BE USED TO TEMP. APPROVED FETAL LATH FASTENED o l' (VERTJ O= MAX b( X I 4 AW SELF-ADHERNt7 FIB" bRAME 8 PH: 407-774 6078 JOINT AT SIS•RORTe x x — — PLASWM D FAX: 407.774.4078 PURM NSC Wm LAYER 4— ��� Ft.ASF1eJa TO Ex7mn ONTO rlr[ www.abdesigngroup.com FASTENERS TO BE SPACED STIY.CO uSfAP METAL LATH AA k: 0003325 • T' OL. MAX VERTICALLY SHEATHING . I U M LAYER at TNICi(, 8 COAT co'ENr STUCCO WeAP I% PLASTERMTAL %' CONT. BEAD OF ORALANT INSTALL APPROVED HOUSISUtM AUNT SiILTRATION BARRIER OVER um LAYER •2. FOIeTIFENER . / I u.111 n wc�iewc���RFL--EL"TOMMICTH COATM OVER eTUCCOi OUiLOINS PAPER / LAYER aL Qv. FINISH /SEE M UW.L 6ECTIOW I SWIND TUCCO LLR NOT rm— �Nuo�Le WOOD eHEATHUJ9 BE CCONTLATW .• ro a v ro r � SECTION THROUGH CONTROL \ JOINTS Off SHALL or of portlend cemerd pleater BE STOPPEO AND11 small comply wtth the.pplkatlon small comply TIED AT EACH BIDE �� T PROVIDE 2X4 BLOOKM 1• rm LATH '- 11111'•,"--1--I"'--'—, -I "' ---~'—, PER A6TM CIBSS \ PLACED FLAT MAX e' TO 8' LAP, 4• ova roe n0 FROM CONTROL JOINT WHEN Installation comp y with exterior M C and 911. ILL LM Shall comply with ASTM C 10S319a, \NOTE, CONTROL JONr FALLS ON LAP7X or ASTM 1787. FASTENERS FOR LATH TO BE NAIL& ORS i / etRILaLIRa- STUD eeA1L. I U2'•I'-O• STAPLES IN CCMPLL44 E tW A61M CIBSS 7. IURE TIES To BE (w. W 0D4T6' WIRE & BLOCKWS SNOM MAY BE N ADDITION/ TO WALL &TUDB RE(iIIRED PER PLAN 4hc4' SELF-ADPglN6 FlMBIM,AHE 6 FLASMM (COMPATIBLE UY HOLM 4 VERTICAL LATH "PR MM WRAP. A APPAP WOOD SHEATHING Ol RTLD NtlYO • ® L IOLP wxw . Pf. A OR am PLA 2.OMAAM•fair. s y WIM LAYER M, L u/AW . Pr. o x COMAW . Pre : STUCCO WRAP (FRAME ONLY) x CRASS . Pr. G 4. POLD Fl: 6 Prl[ Pr. • 7" IR C TOIICIM i 007707RYAtl THICK, 3 GOAT CEMENT PLASTER (FRAME), I/!' 2 GOAT LEGEND CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) • ® I' LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB n�oLTM ROOFAUAl L SCREED R m= eelT�Tdrr LAYER *1, STUCCO WRAP) eMAL. P", Op � aIL i, THIM ,ELT T z s'X5''L' TYPE CONTINUOUS WRB LAYER 02 CFORTIFIBER------- — — `~FLAoa i � � METAL MM(O " NAIL TO ROOF DECK, NOT BUILDING PAPER) MULOMiw .FaRnmO WALL SHEATHING) BAIL LAY Rat nR.tl axYr METAL LATH x—x—x—x Iu1m LAYER 9, c+ GAP SHINGLE - p0 NOT NAIL, STUCw MAPOW"' eLYr INSTALL WITH ROOF CEMENT a a p O Q�Q �nj Q�Q SLTSDIV. ae LOT: ABBOTT PARK LOT #14 BLK #9 PllOJ�OT�L 04181.000-14091 �D E 01 "2828—ENSLEY" awie�on 01FINM RIGHT PAGN: WALL ASSEMBLY DETAI 16 H E AJ LIP LAYBO OF MYADNs BMP ogle r1ALMls RlaNlr. stop �. OL I STUCCO ` Prom a„ �I ROOF CEMENT WOOD OR 7/Iro" ZIP WALL F, ' k.YNLRA».Is ; IROOF PER ELEVATIONS SHEATHING $PWAW ° I SELF-ADHESIVE FLASHING ------ NOTE METAL LATH: LATH TO RE PER SECTION rii R— etl M"W TWR MAL CMb OR w.eL. � A R-103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PRINT g/ 14I 21 �dn DATE: DRP iMM 0V16.P V. WALL MEN•CrION. PER 60. YARD (UTILITY OR NOMINAL SCA M:1/4"=1'_0» MxllD V2.M Lw FASCIA � LATH DOES NOT MEET SPECIFICATIONS) "'A "`� ° MZ FLASHING O"L" 5 N•T.S. SKEET WA1 INSTALL. i' SELF-ADI- R MEMBRANE FLASHING OVER STUCCO TOP, SIDE($) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. Co' SELF ADHESIVE WOOD CONSTRUCTION - SEQUENCE OF FLASHING TO BE, I. BOTTOM. 2. SIDES. A. TOP OVER TOP i SIDES VENT CAP Ib TO BE SET IN BED SELF WOOD SHEATHING :r= OF SEALANT AT TOP AND ONLY. SEALANT IS TO BE FLASHING UNIT .01 WRB LAYER 01,SIDES TOOLED SO AS TO DEFLECT STUCCO WRAP _ ' WATER AWAY FROM JOINTS. E-2 BEAD ALL AROUND PREMANUF. DRYER VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS VENT CAP (SET IN CONT. SEALANT) WRB LAYER'2, FORTIFIBER 1 BUILDING PAPER BACKER ROD , NON-MO�i,�EEF ARatiEAND PERIMOF ETER CN ALL SIDES,V CAULKING • JOINT SEALANT. I `U'I ARotA1D TOP t SIDES THICK, 3 GOAT CEMENT I I PER SECTION PLASTER I I _%— Etderb%Mhkg and akNadfm BACKER ROD I I Exterior use of portland cement plaster shall comply With the application �p 6 B DRYER VENT (BLOCK) S MID -WALL requirements of ASTM C 926-18b. WEEP 1 Installation of exterior lathing and framing shall comply With ASTM C 1063-19a, ' or ASTM 1787. 6' SELF-ADHESIVE WRB LAYER M, FLASHING STUCCO WRAP ' - HOODED VENT BUILDING PAPER 'QUICK I WOOD FRAMED PL 14ICK 3 COAT CEMENT OVER FLASH' r — — — —I WALL METAL LATH _ HORIZONTAL WEEP SCREED WRB LAYER 42, FORTIFIBER BUILDING PAPER PIPE THROUGH / - (FRAME TO FRAMES WOOD SFEATHM I DRYER VENT (FRAME) S' SELF ADHESIVE FLASHING (INSTALII PER MANLK SPECS.) BUILDING PAPER WOOD SHEATHING UNDER 'QUICK FLASH' LAYER M, STUCCO WRAP LAYER 4, FOR, FIBER BUILDING PAPER WOOD 0"TUCTION CUT OPENING IN A VENT PENETRATION APPROVED 15OX INSTALLATION METAL LATH SCALE. N.T.B. S' Ca'dJ VINYL CASING. BEAD b' RAISED BAND WRB LAYER 01, 1 STUCCO WRAP .,4i..y: x�Tp,Dull " } WOOD SHEATHING — I �— i' WIDE STRIP SELF ADHESIVE FLAWW., CLEAN MASONRY BB'ORE APPLYNG Z PLASHING STONE VENEER OVER SCRATCH COAT 7 HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK. LEGEND DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WRB LAYER *2 (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"1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO I -ELEC. METER FIELD �\ VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX APPLY TO FACE EDGE STUCCO SCRATCH GOAT APPLY E-Z BEAD 4 1 COAT OF PAINT W/BACK- OVER 60 MIN ROLL PRIOR TO GRADE DE ELEC. METER INSTALLATION FELT -PROVIDE PROVIDE STUCCO SCRATCH SEALANT AT ALL COAT LARGER THAN THE ELEC. JOINTS AND METER CAN OR METER CAN INTERSECTIONS COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION IS� Parud WOOD SHEATHING. J111RB LAYER M, STUCCO WRAP 111RB LAYER @, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' = MAX W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BERM APPLYING V FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S. WRB LAYER n, STUCCO WRAP I� STEP 05 STEF #ro nELECTRICAL RECEPTACLE •1 N. RONALD REAGAN SL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 J ®ulswv. da LOTt ABBOTT PARK LOT #14 BLK #9 PRDawT# 04181,000-14091 acoa� E401 "2828-ENSLEY" OARAGM SMINGt RIGHT PA03M WALL ASSEMBLY DETAILS 16 M E . PRINT 6 14 21 DATE / / SCALE: 1/4"=1'-0" SHEET dV A2 IN WOOD SHEATHING NW. ubOD FR WM�lD WRB LAYER 1SUB-FLOOR ocacING COLUMN aHEATHING STUCCO WRAP, WEATHER RESISTIVE WOOD WRB LAYER •1, FORTIFIDER P111E-19,4v 7RWS6 BARRIER 1 CONSTRJCTION BUILDING PAPER \�� WEATHER RESISTIYR (LEATHER RESISTIVE 'Yl HAT CHANNEL THICK, 3 COAT CEMENT BARRIER n Milli r1m BARRIER 1 ' TYPE 'X' DRYWN.L P PLASTER WEATHER � � _ 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED J�C3 COAT (xhEIJF� PEEL / STIFK WOOD BHEATHMCs �� g F }ITIVE DRAM ARIEB Ub x3' 'L' R.ABNRYs WEEP SCREED METAL LATH FULLY EMBEDDED 1441 N. RONALD REAGAN BLVD. WOOD SHEATHING IN ROOF CEMENT LONGWOOD, FL32750 WARE LAYER 1, I V X 3' 26 GA GALV. PH: 407-774-6078 STUCCO WRAP / - ' \ METAL DRIP EDGE FAX: 407-7744078 i' THICK, 3 COAT CEMENT ` �` Y1 GAP FOR BACKER SET IN FULL BED OF vnvw.abdesi n rou cam PLASTER _ `�� 6' SELF-ADHEREING EXTERIOR L GRADE ROD 1 SEALANT R ACFI CMS M RIP AA M: 0003325 ' FLASHING WRAPPED FACE TO TREX WEATHER RESISTIVE •TOP OF WEEP SCREED TO SHEATHING BELOW �' THICK, 3 COAT cEtENT 4' rcrAh —PLASTER vINYL CASING ltEm u BARRIER 1 WEATHER RESISTIVE '• ; • �': \ �� "" '=••� `� WATER PROOFING lot •� BARRIER 4 WRB LAYER 1, STUCCO WRAP NO GAr M •W!L D (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORES CNLY) LAYER (2 LAYER PEEL 1 STICK) : �-� EXTERIOR COLUMN COLUMN SHEATHING LEGEND • '� 1 ' •2, Y; WRB LAYER FORTIFIBER m I BUILDING PAPER PEEL 1 STI v , PLASHING `� DRAINAGE PLANE (WRB 6w .c'S • �` y ! C: • 11 i 6118 FLOOR ® OF EMBEDDED IN LAYER *I, STUCCO WRAP) UAW LAYER 1 LAD ASHINCGWRAPPED I yy,. X 3' 26 GA GALV. , STUCCO WRAP ;�. i • CORNER OF CANTILEVER hI�TAL DRIP EDGE WR5 LAYER 02 (FORTIFI5ER ------ — -- AMICO AMS&AM n-18m I Y 11 4. `uEE 8c m IN CANTILEVER DRIP I K xl K' P.T. OR 6" LATED BED OF CuaTOMCASNQBEAD WDOD(TREX)FILLER MIK BUILDING PAPER) EDGE CONTINUOUS SPACE FROM RIP ________ Y. CAP FOR WALANT T METAL LATH x—x—x—x NO GAP M FELD OPT. BACKER ROD. WATER PROOPMG lot (SHOWN FOR CLARIFICATION OF 3' X 3' 26 GA GALV. FINISH LAYER (2 LAYER MODIFIED SO LAYER !2 LAYER PEEL 1 STICK) WRAPPED FROM STUCCO SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE PEEL 1 611 3/4 RESILIENT BALCONY DECK TO CASING BEAD WPEEL/ — ��PIoMMIN. VnN was`"I�mSAD CANTILEVER WOOD -i/lro' WALL DTL ® CANT STICK a DRIP ]' THICK, 3 COAT CEMENT ORZIP a r3r S TO PLASTER FACE TO TREX SHEATHING SCALE, I I/2'.I�-m' PECKS/S' TYPE X. DRYWALL METAL LATH 15 W/TEXTURED 1 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Y4' GAP FOR BACKER FINISH NOTE-M ROD 1 SEALANT 4' POSITIVE DRAM : I )j'XI Yi P.T. OR SMW.ATED }' THICK, 3 COAT CEMENT WEEP SCREED METAL LATH: LATH TO BE PER SECTION cCONTIIUOUS FILLER, �"n` e�.DPLASTER WATER PROOFING Ist WEATHER RESISTIVE (SHOWN FOR CLARFICATION OF �\ (A R103.1.1 / ASTM C-54'1-14a, MIN. 2.5 L55. LAYER l2 LAYER FEEL 1 y BARRIER 1 VINYL BASING BEm SEPARATE ACCESSORIES ONLY) !v W PER SQ. YARD (UTILITY OR NOMINAL STICK)FROMWRAFrEDTO WEATHER RESISTIVE 1� g CANTILEVER esalr DARRERn BALCONY DRIP LATH DOES NOT MEET SPECIFICATIONS) 6'MULL 4STICK . DRIP EDGE TO DECK DECK I 11C EDGE INSTALLATION® COLUMN O euB w ooR EXTEND OVER DRIP (W/" L" FLASHING) WOOD CONSTRUCTION me= 3' X Y 26 GA GALV. SCALE: NT$ METAL RP EDGE WOOD SHEATHING SET IN FULL BED OF WEATHER RESISTIVE I JSW'Ya' P.T. OR SEALANT, JF MIN. BARRIER 1 Wom ITREX) FILLER SPACE FROM DRIP WRB LAYER 1, 3/4 RESILIENT FACE TO TREX STUCCO WRAP HAT CHANNEL WEATHER RESISTIVE CONTINUOUS VINYL `w- BRAD 2x FRAMING MEMBER BARRIER 42 Ys GAP FOR BACKE ROD 1 SEALANT WATER PROOFING IIt (2 PEEL 1 J' THICK, 3 COAT CEMENT WOOD SHEATHING VINYL CASING BEm FINISH LAYER l2 LAYER PEEL 1 STICK) LAYER LAYER STICK) WRAPPED FROM PLASTER WRB LAYER 4, FORTIFIBER ]' THICK 3 COAT CEMENT 9/4 RESILIENT BALCONY DECK TO 2 A, BUILDING PAPER '$ PLASTER HqT CHAN`EL CANTILEVER COAT CEMENT FASTENED TO SHEATHING I LAYER SI, S/S' TYPE 'X' DRYWALL METAL LATH PLASTTEER3 r ` • I' OTC. MAX' METAL LATH ! STUCCO WRAP RED 1 PAINTED WOOD 614EATWMG METAL LATH S i FINISH FINISH i' THICK 3 COAT CEMIENT (2) 2x12 HEADER Sib, TYPE 9C' ORTW4LL WrTExnrRtD / PANTED WOW SHEATHNG WEATHER RESISTIVE WRB LAYER 1, STUCCO �' THICK, 3 COAT CEMENT i WRB LAYER 02, FORTIP15ER PLASTER FINISH BARRIER 1 WRAP PLASTER ; IBUILDING PAPER i THICK, 3 COAT CEMENT WEATHER RESISTIVE BARRIER n 4' POSITIVE DRAW WOOD SHEATHING b'SELF-ADHERING ' ' METAL LATH VINYL CORNER eem 4' POSITIVE DRAIN WEEP SCREED PLASTER WEEP SCRREED METAL LATH FLASHING a' THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD VINYL �� READ NO GAP IN FIELD (6HOWN FOR CLARIFICATION OF WRD LAYER •l, PORTIFIDER BUILDING PAPER I !EXPLODED IEW FOR PLASTER (SNOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 'I CLARITY) DRIP EDGE 11D SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 14A ORNER BEAD ® FRAME DRIP CAP INSTALLATION WINDOW FLANGE WRB L R 1, WOOD CONSTRUCITON BTUCGQ, WRAP W WEATHER RESISTIVE BARRIER 81 COMER 5EAD WRB LAYER "2, FORTIFIBER SVSDIV. A/ LiOTt ABBOTT PARK LOT #14 BLK #9 rao04118 0 0-14091 SWDM- 1 "2828—ENSLEY' 6AitAGM M'WngOi RIGHT PAGM: WALL ASSEMBLY DETAILS 16 MPH E . C WEATT IBARER�SISTIVE (FASTENER t SPACINCs g l' OC.) BUILDING PAPER ' p C VINYL CASING BEACMETAL LATH i I i' THICK, 3 COAT CEMENT PLASTER J' THICK, 3 COAT CEMENT S/S' TYPE 'X' DRYWALL METAL LATH { PLASTER ; W/TEXTURED 1 PANTED FINISH WOOD SHEATHING 6'SELF-ADHERING t THICK 9 GOAT CEMENT HEADER/BEAM CMU v aj ,.: FLASHING PLASTER VINYL GORP_ 4' 1/2' THICK, 2 COAT CEMENT DRIP GAP 90 VINYL c�R BEAD PLASTER APPLIED IDRAIN B�GRE= DIRECTLY TO MASONRY VINYL CASING BEAD NO GAP INFIELD WINDOW FLANGE DATE: 6/14 (SHOWN FOR CLARIFICATION OF SCALE: SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD ® BLOCK 15B CASING BEAD 0 WINDOW SHEET @lbRIP EDGE INSTALLATION (FRAME, NO BAND) W A 3 Y.I' C.AP TYP i' THICK, 3 COAT CEMENT WOOD SHEATHING CASING BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH WIRE, LAYER h, • STUCCO TO STUCCO WRAP SIDING TRANSITION WRD LAYER 42, FORTIFIBER WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHING WRB LAYER'2, FORTIFIBER DUILDING PAPER t WRB LAYER 01, STUCCO WRAPMETAL LATHJ' THICK, 3 COAT CEMENT WRB LAYER e2, FORTIFIBER S O,ER jURAP'WRD LAYER M, PLA87ER BUILDING PAPER STucco wRAP METAL LATH CASING BEAD FLASHING77 VINYL ANGLED EXPLODED 8' THICK, 3 COAT CEMENT FL SHING OR PEEL VIEW FOR PLASTER FLASHING OR PEEL t STICK CASING BEAD CLARITY) SIDING TO STUCCO 1 CASING BEAD DRIP CAP i (CROSS SECTION) WINDOW FLANGE STTUUCCYOWRAER P WRB LAYER 4, FORTIFISER BUILDING PAPER METAL LATH J' THICK, 3 C\4 CEMENT PLASTER �'�-� FLASHING WINDOW FLANGE CASING BEAD 0 WINDOW 15C (FRAME, W/BAND) ml�T'o �TRICTION Ieom GHlATHM6— emAjot le I�IEeIeTIVE elATHM PM*T" — MAIMM n uIIr IA ,L-AP GOO ti fl"-AP44 R — eTAN" ek?" SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION FLAGHMM� R e�Alam� �elenve .TH InfEeIeTNE QALVD rWAL WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION RVd3.'1.1 / ASTM C-84l-14a, MIN. 2B LEIS. METAL LATH PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR8 LAYER sl, STUCCO WRAP WOOD SHEATHING WREf LAYER 42, FORTIFIBER w0row R _ADWEIR , BUILDING PAPER iUV=1 WRB LAYER 01, UKAT eHeONSTI gTTO1°LAP }' THICK, 3 COAT CEMENT STUCCO WRAP BAFMI"RenleTlrt °M°"� i PLASTER ; TOP RIneeelenv=BAM�� / \ 1. OP W KA lN4M '• WRB LAYER 02, FORTIF15ER x, APaow VINYL ANGLED i BUILDING PAPER e,e��e16 I � IMEebTIY£ CASING BEAD rL 4eHed6 \ fAT4lR R♦<eIeTNE \�� ~ METAL LATH // eAlutle"n / �\ VINYL CASING BEAD STARrIDeSTRIP Y J' THICK, 3 COAT CEMENT I I PLAAGHM (EXPLODED � v1EW FOR PLASTER \ -' CLARITY) GALVV ueATVeR RRebTI RA6{MAL P 1 � W MIK ABOVE TO humCF 12, R.A6wM \ Sid BEAD vNVL GAeM9 ` X e' e�p CeWi' RLEXIOI E PVC / TRM hErlmlRR MAOCM ROD) / I . 6W-Ap*l0WNG CASING BEAD ® RAISEDGAP I I �"°HM° BAND A", :}. °"THIERp 1'7A WIVEACM e '°AMeu� �eleTrve �t � �elenve SCALE: I I/2'=I'-0' Rea6TIVE e.z eeaD vINrL CAAM6 DAAVYIER n Pvc BACKER M=)) SIDING TO STUCCO �T �m16-o! ® FRAME TO FRAME 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — - — • — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME / WRB LAYER 02, FORTIFIBER BUILDING PAPER E-ZE-Z BEAD CASING CLING (Wl%' FLEXIBLE PVC BACKER ROD) —WRB LAYER N, STUCCO WRAP, ::DAROUNDFRAMING MEMBER LFADESIVE FLASHINGD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY Yi GsAP TYP WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER e2, FORTIFIBER BUILDING PARR WOOD SHEATHING WIRE, LAYER 01, STUCCO WRAP fc' WIDE PEEL t STICK OVER FLANGE E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) -APPLY FULL BED OF SEALANT BETWEEN FLANGE t BUILDING WRAP EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD.I LONG WOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA a: 0003325 J 9 rJ Vow ilme E aE 6 eunD:v. ae Loz: ABBOTT PARK LOT #14 BLK #9 pnomm" 04181. 000-14091 MODMA E401 "2828—ENSLEY" RIGHT PAGM WALL ASSEMBLY DETAILS 1 EJA 8 NO 1'1'llN'l" 2114 DATE: 8 / / SCALE: 1/4"=l'-0" SHEET WA4 CARE SH0t.)LD BE T�N IN KEEPING THE VENT PROPEIiV A', N' MID 1P SHOWN IN P GALVANIZED ALIGNED, VENT PIPE IS SEALED IF URUZED. NALL IN PLACE USIN01-iH' NMLS AT EACH CORNER. ROOFING CEMENT SHOULD SE APPUED TOAULSHINGLE EDGES FEAR THE CUT OUTTHEGOOSENECKVENTOPENNGINTEROOF OUTER EDGE -0 AROUND THE ENTIRE PETMETER AS RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING.312E THE OPENING INACCOROPNCE 411M THE CONSTRUCTION ZONES. CHART SHOWN. IN THE EVENTA MECHANICAL VENT FAN IS USED, 312E THE VENTOPENNG IN ACCORDANCE MATH VENT FAN MANUFACTURES PIPING CON NECRON INSTRUCTIONS. DO NOT CUT INTO MU33E3 OR RPFfERS WHEN CLRTNO TFE OPENING IN THE REM�wE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FIANCE OF THE VENT LAYS FIAT TO TFE ROOF SHEATHN3.9UDE THE TOP AND SIDE FLANGES OF THE VENT FL AND UNDER SHINGLES. INVENT FLANGES TO LAY OIA I I THE TOP OF THE SHINGLES. THE SHE HINGLES. c e ROOF HOOD VENT DETAIL SMALL S'— SELF-ADNIlRW6 R.ASIINI OVER NALLW RN1SE J*l" 9-POMA M-T — =-W 4 ow/� I= R.Al UNDM I WMAD -OLD N AT LLOPE INLL RO. TO mamum —/ \ STEP 2 r re.IrN . R.AMNINS 17�� po NWT SEAL BOTTOM FIN STEP 6 NEOPRENE MOLDED AROUND BASE OF PIPE AND OVER FLANGE ALMA" R.ASFSS uv INT. EDSE OF SILL MO. FEOHANCALLY FASTEN FANNSP � STAPLXS) INSTALL DM'LONT FIJDdRM AS n R-AMM AT TH FOI.P Housw~ POMN A TAFE 0I41110N4L CUT N ACPM NEAP a PLUMBING VENT DETAILS lmrrww- INNALL S' MADE APWANE - SAMCIm R.b(ISu IF ASNNS MATWAL OVER POOR CAP JWINT XOTo-MAENP BT-0*D(L - a NOUN) S TEP 8 -L"� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS SDi OR lEPVIER FELT UNDERLAYMEM ASPHALT ROOFING CEMENT FASTNERS IMTHN 8' OF CENTERLINE II XTPA'ASTNERS RN EN) OF SNNGIE XTENDENDSH AT LEAST I3'SE VALLEY CENTER /A CLIPPEDCFF CORNERAT05DE I-SHNTLES TRIMMED Y BOCK — FROIVALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, N% APPLY cm WIN (O NOIAL)SEALAIC, PLUM AIRLIED FLASHNS (LANCO OR EOII4LA "a -all SLOPE SILL TO E , tkmk L IT b THE CONTACTORS 1111111111'CNIIDILTT TO VERIFY TWO COMPATSILITY CF ALL PRODUCT! NCLUDINS MOWSWMAP. SEALANT* A OW-ADVERW KAM M9 MATEIWAIA UNOD PURINS CONSTR)CTION I INSTALL ALL MATdtlALS PER FWiFAG1U1112I0 ERITIEN SPECIFICATIONS WASTI`SEALANTS MAY REACT ADVIIYELY F NOT CLEAN AD MAL JAME, TO SILL JOINTS WITH DOW IMS FOLLOWM's COMPLETION OF RIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL 0E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTN SIGN MLOW THE WINDOW OPENING mKMRIOR PERIMETER OF WINDOW WITH NT -- I. IT R C CONTACTORS M" PROPILn TO LION TFE COI'PATbILRT OF ALL PRODUCTS ANCiA C440AL SEALANTS N DFERMS R.ASlIINO ERAu MA1 USED DUR*IS CONSTIl1GTION. 2. RASHNS AT EXTEISOR WRDOWS AND POOR 0IRE S SMALL SE INSTALLED N ACCORDANCE WITH MWVA*ACUAIRY INSTALLATION MTRLWICM AND APPROVED 1'ETNOD U OF MC WhMA U IN ACCOPPANCE WITH FENESTRATION hWiFACTUREt'S INSTALLATION AND KASNNM NSTRICTIONE, n �� WAjRJmI SEALANTS MAY REACT APYWISMLY F N CQ7PATmLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALA, N% 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdeslgngroup.Dom 16. AA S: 000332b P M Q �rL U y C 5 ABBOTT PARK LOT #14 BLK #9 rmjm w 04181.000-14091 a�amt. E401 "2828—ENSLEYN' A"Aos swa9o: RIGHT FAZW WALL ASSEMBLY DETA 160 MPH C 2x(p SUB-amt) W/1'x4' NOTCH * ! END WRAPPED IN I I' I I . •.. 1 I I/8 \ \ :t \ METAL FASCIA \ \\ WRAP Ye' FROM \ \ STUCCO, i' FROM \ \� WOOD WALL \\ EXTERIOR WALL \\ (FRAME OR CMU) \ `\\ NOTE: NOTCH FOR 2X6 �\ SUB BAND ONLY \ ®ELEVATION ®FLAN A ;rtl ©FLAN 8 VB' TEXTLPW FINISH • WOOD, V1' TEXTURED FINISH • CMU METAL LATH WOOD 84-EAT14Ws OR OMU WRB LAYER 9, STUCCO WRAP(FRAME ONLY) — U RB LAYER 12, FORTIFIBER tiBUILDING PAPER F(PRAMEONLY) —ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF DECK (BEYOND) P EDGE, 1' OFF WALL T INTO STUCCO) TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH ® CMU —2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE - KICK OUT PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS W-8' O.G. MAX. 2x SUB -BAND W/OV4'x4' NOTCH 0 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x x- x x x x x x x x x x�� x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i x x x x x x x x x x x -. x x x x x x x x x x x x x x x x x x x x x x x x x x x x ; SUB BAND DETAIL ® WALL W/KICK—OUT 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vx4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.1'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/U¢'x4' NOTCH g END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003326 14 a s 14 >sVSDZV. 4k LOTt ABBOTT PARK [r2%ojmoT# LOT #14 BLK #9 04181.000-14091 1[OD�it E401 "2828—ENSLEY' OA1tA0m alwnga: RIGHT PAO=: WALL ASSEMBLY DETA 16 H JUMA C DATE: 6/14/21 SCALE: 1 /4--f-0 ' dd A6 PEE FINI In, FINI CONC. AB TE-1 c 19,-g„ 3'-1ll W c o 4" CONC. < o I SLAB 10 v I— 0 z~ r m K 1 l i 8.4. I / O z w M I m FILLED CFI 'd O . LL 16" O.C. NO b I r END o 0 SLAB 1 1/7' 4,. i I `Cr1 to 1 o a CHASE li ASE LL 0 b m m I 33'-11" „ I` • I 0'-0" FELEV. FIN. CONC.IN. SLAB UP TO 2ND FLOOR (FIELD 7BARS VERIFY EXACT I I ¢.I 11 7'-0" LONG 8 LOCATION) ( W/ 10" HOOK CWC•12x12 18"O.C. ;o END 51/2'. SLAB ry iv O I o 1" PVC CHASE w T-2" (� ISLAND8 I ct @I SIM. q 2 1A N \1\ N c � I N 0 N 0 N --FM-20xl8 3I I g I w 10'-61 O 27'-4„ 0 11 4 4 I S EXTEND SLAB 11rz, I •1 1.1 16M, Fi-24X24 FM-16x18 — z; 1A 1 4" CONC law SLAB I „ �' 6' l" 1 F1-24X24 lya 43112"II m n Q `K Im 'F ^? 7 FM-1918 - o 1A 1 I o O �? wQ I b FOUNDATION PLAN SCALE: 1/4" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 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. S. 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. I l.GINDICATES #5 BAR, WINDICATES #6 BAR,0NDICATES #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 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17, CONTINUOUS loll (2)#5's (+)0'-0" FMC-12118 17, CONTINUOUS 18" (2) #5's #5 IN CURB VARIES FM-16xl8 16" CONTINUOUS loll (2) #5'. FMC-16x18 16" CONTINUOUS 18" (2)#5's #5 IN CURB VARIES TE-1 0" SEE PLAN 8" (1)#5's 051NCURB (-)0"4" CW-12x12 17' CONTINUOUS 12" (2)#5's 2)#5's CWC-1202 12" CONTINUOUS 1T (2)#5's (2 #5's #5 IN CURB F-24x24 24" 24" 16" 2)#5's (2)#5's FMC-20x18 1 20" 1 CONTINUOUS 1 18" (2 #5's VARIES FM-20x18 20" CONTINUOUS 18" 2 #5's (+ 0"-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.a bdesigngroup.00m L AA #: 0003325 j ppp a 6 MMIDIV. as LOT: ABBOTT PARK LOT #14 BLK #9 PROJMT# 04181.000-14091 MODEL: E401 "2828—ENSLEY' GARAGE 8VrWG: IRIGHT PAGE: FOUNDATION PLAN 1 E . C iW 1j aA NO HATE 6/14/21 scALE: 1/4"=1'-O" SHEET S1 MIN. EACH WAV MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED v • CELL SEE PLAN FOR SIZE AND 5 i CELL SEE PLAN FOR SIZE AND ,•'p . . SPACING REQUIREMENTS Q SPACING REQUIREMENTS 1 ' • �,,;�—• GARAGE DOOR �FM RECESS D m 0. 8" CMU WALL 8"CMU WALL �. SAME SIZE AS LARGER BAR I� CORNER BARS, w° B• b ? 0'-0" ,(� IN FOUNDATION WITH 30" LEG EACH T '' y y WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS . MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • SEE SLAB SCHEDULE • • 4 BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4"CHAMFER (15TORY) 18" • • EXT. PORCH SLAB - VARI S•I SEESLAB SCHEDULE TOP OF GARAGE 4"CHAMFER .I.I� I� w: CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �:a MASONRY UNITS SET AT ELEV: W/ 1/Z' ISOLATION 6"CHAMFER (2STORY) ^ ` • W/1/2'ISOLATION (1-STORY) 8"CHAMFER (2-STORY) 01_0• JOINT(WHERE �il4 24'• APPLICABLE i SEE SCHEDULE #5 30" JOINT APPLICAB ERE A. , SEE SCHEDULE ..' WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WAD, BAR SIZE #6 36'' i FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE EAST jV AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO r,-"\EXTERIOR MONO -FOOTING r��EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3/4"=1'-0" L @ GARAGE SCALE:3/4"=1'lY' CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3!4"=1'-0" SCALE: 3!4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL CMU 5 a 4 REBAR 024" O C. CENTER OF STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS <O xQ 1 F NEW REINF. BAR x SECURED W/ 2- PART 9.1 3 i ' 7'CAPPED EPDXY. MIN. EMBED GALVANIZED PIPE a a •, 4• • 4 W/FLANGE BASE FOLLOW ALL MANE. x >r I 4" CONC., REINF. W/ z m ( SPECIFICATIONS FOR e o % • 1 "x8' #10 WWM ON 4 USE AND i PREPARATION OF 8" CMU WALL � -MIL POLY ETHYLENE rn � q^ a• HOLE. w VAPOR BARRIER ON • I,I WELL -COMPACTED SECURE FLANGE TO 0.-0. b ell TOP OF SLAB CLEAN FILL TERMITE • SLAB W!(4) 1/4" X 2114' I• 1 TREATMENT SHALL BE }} e S' BORA-CARE TAPCONS i° Q• ' SEE SLAB SCHEDULE •� u .I� •° (2) CONT. #4 REBAR • f P� 4"CHAMFER (1-STORY) 6" CHAMFER (2-STORY) i f E a ,Tt'-' "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH ' 4 .' (2) i/6 REBAR ON CHAIRS • lLw� �? FOUNDATION AND SLAB .: 4 �• SEE SCHEDULE 12" MIN. DEPTH INTO 2,DD0 PSF VIRGIN SOIL OR 95% I FOR R SIZE AND BARB QUANTITY VIRGIN OR ENGINEERED SOIL COMPACTED SOIL 9 L SLAB HEIGHT LESS THAN 3'f" PER PLAN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION FOOTING AND COL. PAD C 7 FOOTING W/ BLOCK WALL SCALE 34"=1'-0 1 A SCALE: 3/4"=l'-U LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN, OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4'O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING, 31NGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGE SECURE B7. PLATE TO SLAB WI10d MASONRY BTM. PLATE L. O PT. PROVIDE DBL. TOP PLATE SLAB WS 0d MASONRY NAIL NAIL 16' O/C STAGGERED. 16" O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. UPLIFT IS PRESENT. •. POURED LINTEL CONT. (TYP.) z SEE SLAB SCHEDULE 8" CMU FILLED CELL(TYP,) SEE SLAB SCHEDULE +-0'-0" 2X WALL FRAMING TOP OF SLAB ^4-.�, '....4 + '_0" 1/2" DIA. SIMPSON ST82 BOLTS S" • TOP OF SLAB •'a• MINIMUM EMBEDMENT INTO �. '! �_ . q.. ,. a. GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX e; t'&Awry 79 SEE SCHEDUIE EQ, ED, E FM MD, BAR SIZE AND BAR QUANTITY IZE r.-"\INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION 9 SCALE 34"=''� WOOD WALL (NO UPLIFT) INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION 3°ALE 34"=''�' (NO UPLIFT) 11 SCALE 3l4"=1'1T 1441 N. RONALD REAGAN EllLONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdeBigngroup.com L AA #: 0003326 p v Q N W f 0 sVHDIV. at LOT: ABBOTT PARK LOT #14 BLK #9 PROJECT* 04181.000-14091 MODEL: E401 "2828-ENSLEY' GARAGE 81WMG: RIGHT PAGE: DETAILS AC J 1 H EXP. 10 SCALE: 1/4"=1'-0" 1 S1.1A TIE VERTICAL REBARc TO HORIZONTAL / � REBAR W/ 10" HOOK a GROUTED BOND BEAM o CLEAN OUT REQUIRED FOR INSPECTION 0'-' FIN. FLR. ! TIE ERTICALREBAR b TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA, #3 1 S" #4 24" m #5 30" HORIZONTAL/VERTICAL REINFORCING SCALE: 31'-0' NEW REINF. BAR u SECURED W/2-PART EPDXY. MIN. EMBED g s", UNO i 3 "o FOLLOW ALL MANF. SPECIFICATIONS FOR I USE AND PREPARATION OF HOLE. 47 '.4 4, r ^' - � 4 , STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'17' OFFSET METHOD CONTINUOUS BAR SIZE 4S BAR DIA. #3 16, METHOD #4 24" HORIZONTAL/VERTICAL 05 30" REINFORCING #6 36 2 #7 42' SC #5BARS FEll 8" - r-v FM 4 A, CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.a bdesigngmup.com AA #: 0003325 a Q 1�r1 ❑ F & r oPARK #14 #9 # 04181.000-14091 moaEr.9 E401 "2828—ENSLEY" GARAGE 8WD9G: RIGHT PAGE: DETAILS 0 H E A C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 3O'TVPK:AL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" LNG • •�G F F =FILLED W/GROUT U =UNFILLED NOMINAL # OF #5'S, IN 2ND BOND v WIDTH �BEAMCOURSE NOMINAL 0 HEIGHT # OF #5'S, TOP IT IS THIS ENGINEERS INTENT BOND BEAM COURSE THAT XFXX- 1 TH M/00 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX - 1 TAMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -IT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PLACE STEEL REINFORCING (l2) AS DEPICTED HEREIN. eg�p� S� WINDOW PRE -CAST .1314 WINDOW A. SILL Z g SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE 11-=1'-(P SINGLE #5 CORNER 1 I BAR, 3Ox30 TURNED OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL - BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM runnir_c CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'A" NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL, 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOU COURSE OF BOND B BLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM EAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. TYP. � 1#5 BE BOND BEAM e #5 TYP. 8'"6' b BONDBEAM SX16 DEL BOND TOP OF BEAM W! (1) #5 BAR BZR OND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .`; BONDBEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL } SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-7 BEAM DESIGNATION OR 'Z 8x8 PRE -CAST CONCRETE SCALE: LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS Tno . WOMIEMM FA9IBB VAM d. =T' MIN, 2 j" MAX a. = 2 t' MIN, 9" MAX (obis =1 i, MIN, 2 j' MAX ea = t' MIN, 2 J' MAX d. =2' MIN, 2 t MAX ' I = 2 MIN, 9"MAX Ww s=1 t'MIN 2}'MAX ea = t" MIN, 2 }* MAX d. =2' MIN, 2 J' MAX er = 2 t MIN, 9" MAX madq =1 f' MIN, 2> - MAX I'd = I' MIN, 2 �' MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF RAILS NOTE: ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }- OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW a = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 IN RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abde.igngmup.com L AA #: 0003326 IN Q Q 6 OUBDrv. as I.OT: ABBOTT PARK LOT #14 BLK #9 PROJECT* 04181.000-14091 MODErA E401 "2828—ENSLEY" GARAGE OWING: RIGHT PAGE: 1 DETAI 1 H "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 SAFE LOADPLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH weNs-18 81e1081 alT t ttItIB 1rroB lT TYPE LENGTH BrePLAIN 8/830LID TYPE LENGTH MIT ene-tT eao 0•1T 9WT e1264T 81-1r mm mi tm true 1Tn G"T ensar &20-2T 6124-u 8r�2r 0732.27 3'$" PRECAST 1436 s02 3114 4217 am 6426 7531 3'$' PRECAST 889 1024 3'$" PRECAST 1509 3524 4304 6288 0132 70M 24e6 611a OW Me Boat l0000 1509 3624 4814 62e3 0132 loot 4'-0' PRECAST 1085 4'-0" PRECAST 514 m 4'-0' PRECAST 00 01113 7102 e524 7027 lase 30s0 3615 4670 51125 eo79 4'$' PRECAST 819 an 1770 24M 9088 308 4300 4'$" PRECAST � !�1 4'$' PRECAST1207 2682 3375 4043 4711 on 14w $743 7547 WE 041 76K 2707 We 4043 4711 on 5.4" PRECAST 031 1247 less 2e80 3123 Use 4240 5$' PRECAST 411 411 5.4• PRECAST t8o6 2374 2044 3613 4064 1a19 44eo 7196 7342 6780 e253 2276 2&9s 9891 89at 4064 5-10' PRECAST 817 1024 1631 2090 26w 3WO 3470 5-10" PRECAST 340 339 5-10' PRECAST PUP 1400 1"1 2443 29% 3387 1161 8898 6aT/ a03e 86w 677a 2oe0 �e 8--10? 8820 418s 5$' PRECAST a2 110 32V 8081 9707 4303 GM 5$' ��T 410 721 8'-W PRECASTlaw 1201 Im 1sQ6 2332 27G0 113s 8227 4a98 7064 10000 eesa 2329 2790 ffi/t 8712 T$" PRECAST 570 Sae 2W 2206 2996 3101 9886 T$' PRECAST 303 594 T$' PRECAST 71s goo 1181 1402 1743 E0 M 2we 3w8 JIM 7067 6472 727 1084 2025 2426 2s27 3228 9'4" PRECAST 426 an 1603 2204 281 ale 2821 9w PRECAST 102 384 9'4' PRECAST 454 m 767 9w 1129 1310 m 1074 2216 8061 4099 4800 92 1318 1643 19es 2104 2519 10'$' PRECAST 388 487 1247 1787 1904 2169 202e 10'$' PRECAST 151 301 10'$' PRECAST 3e8 408 612 m 819 IOU m 14W 1447 2781 32n a7e4 W4 1180 1472 17ae 1710 im 11'�4• PRECAST 330 544 1312 1742 � JIM 3830 11'-4• PRECAST 132 417 11 PRECAST 430 406 530 m m an e44 1312 1742 2212 Sell8662 40 1042 1372 1643 1470 1710 12'-0" PRECAST 305 507 1210 1596 2048 2081 8191 12'-0' PRECAST 111 370 12'-0" PRECAST 383 3e0 470 587 m m eo7 1210 1151111111 tow 2eeO 3171 440 940 1300 1ee0 tau 147e 13'�' PRECAST 270 433 1045 1385 1732 2157 2636 13' 4` PRECAST 82 288 13'�• PRECAST 8U8 309 303 484 us 646 414 low 1*5 1732 2510 2906 89e m 1067 1312 1 1071 1203 14'-0" PRECAST 254 Bee m 122 1000 I= 2279 14'-0" PRECAST 71 14'-0" PRECAST 279 278 300 4w m an 890 m t272 low 1950 lass 97s 717 901 1102 m 1133 14'$" PRESTRESSED N.R NR NR NR NR NR NR 14'$' PRESiRE88ED N.R !283 14'-8' 239 422 we m 746 m 458 1070 1429 1824 2277 V12 246 on m 1237 1474 1715 N.R NR NR NR NR NR NR PRESTRESSED N.R 2 15 4" PRESTRESSED 224 387 464 94 464 793 412 1014 1340 1703 2118 2518 230 Ole m 1134 11353 1572 1T-4• PRESTRESSED N.R. NR NR NR NR NR NR 1T-" PRESTRESSED N.R. 183 1T$PRESTRESSED PRESTD 187 32a m 461 eel Goo wo 86a 1121 1413 1739 2047 102 we 720 s01 1135 1312 Ir-9 PREg'rRE88ED N.R. NR NR NR NR NR NR 19'$" PRESTRESSED N.R. 148 19'$' PRESTRESSED n as 348 430 5115 no 736 90 12M 14OF 1718 913 21W PRESTRESSED N.R. NR NR NR NR NR NR 21,$" PRESTRESSED N.R 125 21'W PRESTRESSED 142 219 308 381 454 w l80 M $33 70w 1168 1406 142 $73 ea7 ago Ole 90 2Z4r PREgI RESM N.R. NR NR NR NR NR NR 27-V PRESTRESSED N.R. 118 W-V pig ---- 187 m m we 42e 497 105 eeo 704 s12 1208 1361 197 358 513 on 779 900 2C0 PRESTRESSED N.R. NR NR NR NR NR W0 PRESTRESSED N.R. 91 24'-W PRESTRESSED 124 174 2w 302 9O0 4le 120 460 054 04 1014 1147 IN310 456 sot I Bel Im - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY GUALIIY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM V 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 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 r a o A BxmDIV. da Lo; ABBOTT PARK LOT #14 BLK #9 PROJECT# 04181.000-14091 MODELe E401 "2828—ENSLEY" GARAGE 0111MG: RIGHT PAGE: SAFE LOAD TABLES 16VWH E C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) iOd x i 1/Z' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1Od 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C IW O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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 ALLTRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. r— — — — — — — — -- FIRE I D— FT.TO P I L--------'J 3/4" SUB FLOOR 2X4 NAILER PREEN.. FOR DRAFT STOP FUR. TRUSS — ELEV. VIEW PRE-ENG. FLR. JOISTS �I I 3/4" PLYWOOD All ,llDRAFTSTOP t PRE-ENG. FLR. JOISTS 11T II f1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 2) 2X6 LEDGER W/ 1/ "ANCHOR BOLTS, 8" O.0 SIMPSON HU48 SIMPSON HU28 TO LEDGER J2 R n n u 1 n n u N II II u II II II i'� 11 II 11 11 11 II 11 1, ,1 II II II II II II II II II II II II II II J2 II II II II II II II JII PROVIDE IIRAFT II OPPI (IG II II II u III II II II ALOM T AREA TOTHIS S1000 S.F x II II PER FBCR 302.12 a 11 n 2X4 WOOD BERING = __ WALL W/ SYP NO. 2OBL STUDS �(_EA=JOIST s==ss=s===s M TO EDGER—� _=AF s—==s II 11 11 II 11 II II 11 1I4 WOOD II II II II II II LLW/SY OC'2G WALL II II u II u II II u u II II n u II II n u II II u n II II II II II II g 0 II II II II it it it 0%11 11 11 fl®l II II II II II � III II II II u u n u u urc�n u u u II II it II ° II it II l II It II 1 � II II II II II II II u n u n n u u u n J6 11 11 11 11 11 II 11 II IL111 ail.11�— —1 11 11 2) 2X8 LEDGER W/ 9B 12' ANCHOR BOLTS, 5' EDGE SPACING, 16" O.C. 10B CJi n 3 FIRST FLOOR FRAMING PLAN SCALE: 1 /4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 J QD ga FFi p� IwxmDIV. & LOT: ABBOTT PARK LOT #14 BLK #9 —14091 E401 RIGHT PAGE: FIRST FLOOR FRAMING PLAN A racaav a. 8 14 21 DATE: / / SCALE: 1/4"=1'-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 114 0 24" O/C, SUBMIT SHOP "ROOF WALL FLOOR WAR DRAWINGS FOR REVIEW SHEATHING A41) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON • (9) tOd x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR (1) SIMPSON HETA16 HTSM20 W/1010d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x f% TRUSS AND (4)1/4" x 2 1/4" (12) 16d x 1 }" NAILS TO TRUSS SHEATHING (9) 10tl x 1 }" NAILS TO 6, 8" x 4'-0" MAV BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5' W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C41) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 �' NAILS TO GIRDER AND NOTE: A PT SYP #2 Z' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETAt6 TRUSS ANCHORS 6", 8" x 4'-0' MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. WITH (12) 16d x 3 �' NAILS TO GIRDER W/ 1Od NAILS, 2 ROWS, 3" Or TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" LONGWOOD, FL 32750 PH: 407.774-607B ADDITIONAL PLY MAX. TO A-11) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407.774-0076 1X2, 2x WOOD FASCIA SEE ARCHITECTURAL ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH 14) J' X 5" TITEN HO TO CMU AND (12) SIDS }' x 2 J' TO GIRDER CONT POURED LINTEL www.abdesigngroup.com AA #: 0003326 2x SECURED W/ (3) 16d GALV COMMON NAILS B{1) SIMPSON FGTR GIRDER TIEDOWN WITH ENGINEERED WOOD 1X2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) �' x 5" TITEN HD TO CMU AND (18) SIDS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS S TO GIRDER 12" O/C FOR REVIEW SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL 2X SECURED W/(3)16d 2 GALV. COMMON NAILS. () }'x 5'TITEN HD 70 CMU AND (18) SIDS }" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17, O/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' 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 3 SCALE: 3/4'=1'-0 is "�' "' GIRDER CONNECTOR(S) SCALE: 3/4"=T-U' 2a 2b 2c TYPICAL ROOF SCALE:-" GIRDER CONNECTOR(§) V-T MAX (WAX4) OR 1ff-0" MAX (W2X4) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1X4 DIAGONAL BTM.CHORD r Q u BRACING, SEE PER ELEVATION PLAN FOR LOCATION ¢M>> MAY NOT BE A_ N � a F RF(]I IIRFfI P R ELEVATION PRE{NG WOIST LSTA12 20 GAUGE W/ 10dx1Q HOG COMMON NAILS. ® EACH END TOTAL OF 10 i1gOB8 BTM. CHORD OF WOOD ROOF TRUSSES \\ \\ (212X4 N0.2 SYP DIAG 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 4-0R0 CN AT SHEATHING T j I pl.n 4500 3/4" WOOD PANELS 6000 (2) U2" WOOD PANELS 60 WOOD PANELS11 90 2x LU 2x LUMBER 5/8" GYPSUM BOARD OR 117HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE LVL/IJOIST WITH 0'-0" TO 30'-0" (1)'7(" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X"BRACE DIVIDED EQUALLY SECURE 2x PT. PLATE TO BLK W/ 1/2" DIA. O w/ (2) 12tl TOENAILS BACKER BLOCKL FROM CENTER TO END. ANCHOR BOLT W/ T 1x4 BTM. CHORD BRACING 5-0" O/C END WALL OR OTHER WASHER SET IN HIGH DOUBLE TOP PLATE MAX., OR 2.4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY 5' w 1V-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 37' OC COMMON NAILS AT EACH CHORD MAX 2x6 WOOD BEARING 2X4WA INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO2x8 WALL W/ SYP STUDS SEE I- P.T. PLATE W/ 12d's 8' PLANS FOR SPACING. SINGLE A I STIFFBACK (AS PER O.C. MAX BTM. PLATE TO BE PT. BTM. CHORD BRACING TRUSS ENG) CONT. 2X4 SECURED W/ PROVIDE DEL TOP PLATE � MO®ItOfJL 711pQ®S 4500 3/4" WOOD PANELS 6000 (2) i/2" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER HTT4 W/ 518" A.B. WITH SCALE: 3/4'=1'-0" (2) 1 Od s 0 EACH TRUSS PROVIDE BLOCKING MIN. 7EMBEDMENT TO BE INSTALLED TO SLAB 8 (18)16d x 10'-0" O.C. MAX. 1YZ'GVP. WL. BD. POST2-11'NOISIT DIRECTPo"LY PERPENDICULAR TO I -JOIST SEE SHEET S1.1A FOR ON SLAB (2) 2X12 NAIL SIZE AND PATTERN In SYP, P.T. TRUSS24" MAX. W/ 24" MAX. W/ r MAX. END SEE SCHEDULE FOR O SHARING Id016T (JOIST SPACING FRONT p BOND BEAM REQ. ,4• SEE FRAMING PLAN TYP TYP LEDGER 4 END OF 'a•,.' � :•*. ' ;4�e.. .. 4 � •. e e LEDGER •!' . .� .e•.o. e BOARD e (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR �_`�I-JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/2"WASHER8512 LEDGER (NO UPLIFT) PRE-ENG ��BLOCK WALL W/ GABLE END SCALE: 3/4"=1'-0" 5 SCALE: 3/4=147, WITH IJOIST MIN. EMBED. (TYP) j 1D TRU SS PARALLEL TO I -JOIST (2) 2X8 TRU 21- MA%. W/ 26" MAX. W/ B' MAX. END SYP. P.T. HEA I 1-JOIST wolsr SPACING FRONT S SEE FRAMING PLAN TYP TYP LEDGER END OF w LEDGER w r' NOTCH DEPTH 1/4"D d ° ° BOARD a OLE EDGE>5/8" 2X8 SYP P.T. 1/4"X"APCON z' THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED REAR aumrv. se LOT: ABBOTT PARK LOT #14 BLK #9 PROJECT# 04181.000-14091 MODEL: E401 "2828—ENSLEY' GARAGE 91WWG: RIGHT PAGE: DETAILS (I —JOIST) 1 E C <2/5•D SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 113OF TO I -JOIST FOLLOWING A` SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. HOLE EDGE>5/8" 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A —SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE -BOLT/, -BOLT, 5' MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES 4 B - SIMPSON IUS2.37M6 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 5' MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE C - SIMPSON MIU3.56/18 G < 2900 LBS, U < 210 LBS W/ (4) 3/4'WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1?' GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE IKB! ! 09111YILVAGM BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5' SUBJECT TO F1 AND F2 FORCES. PLATE < 3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 A, A DOUBLE SYP 2x8 1/4" 8" 24" O/C MAX. S DOUBLE SYP 2x12 (2) 3/4' 8" 24" O/C MAX. E - SIMPSON MIU4.75/i6 G < 3455 LBS, U < 210 LBS W/ (8) 3/4'^ WEDGE-BOLT/J-BOLT, 5" MIN. N - FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. 11S3.1A RINT B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J{OLT/TITEN BOLTS DATE- 6/14/21 W/ 5-1/7' MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALE: 1/4"=1'-0" AND BORING LIMITS ATTACHMENT DETAIL �„�WOOD LEDGER DETAIL (1-JOIST) ��ALTERNATE MATERIALS SHEET 8 SCALE: 1 1/2"=I 9 SCALE: 3/4"=l'-0" SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMMON NAILS EACH END IJOIST J LVLJ PLATE STRAPS W/ 10d x 1 12" HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE 3/4"=1- 8" CMU WALL REINF. PER PLAN PER ELEVATION ry �� PER ELEVATION rL 2.4 P.T. CEILING NAILER W/ MASONRY NAILS ® 12" O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 7LONGC3"O.C.; STAGGERED AS SHOWN #8 WOOD SCREWS DBL. 2X8 SYP #2 LEDGER. x 2" LONG @ 3" O.C.; SEE FLOOR JOIST LEDGER STAGGERED OFF SCHEDULE, 10/S3.1A CENTERLINE 8"CMU WALL AS SHOWN }" X 6' TAPGONS REINF. PER PLAN /-314" PER ELEVATION A. a (JOIST (SEE (JOISTnG( FRAMING PLAN)FRAMI N - PER ELEVATION z4 T— (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS a12"OC. BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL iX2 SECTION DETAIL AT I -JOIST PERPENDICULAR 4 TO BEARING ON EXTERIOR WALL SCALE: 3/4'=1'-0" PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT STRAP TRUSS TO PL. PRE-ENG SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD BEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) �24" O.C. MAX 2X4 DIAGONAL BTM. CHORD P R EL VAT ON BRACING.SEEPLANFOR LOCATION FOR STRAPPING VERIFY - PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK ?:4. W/ TRUSS PLAN 'fRA=70TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 12" DIA. ANCHOR BOLT W/7' i A-SIMPSON MTS12 STRENGTH CIG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32, OC MAX. B - (2) SIMPSON MT812 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 6' O.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 Ilk • PROVIDE BLOCKING o• • SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. o'• AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's ® EACH FILL ALL HOLES, DO NOT USE 10dx 3' 12'k9" WEDGE ANCHORWIZ WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-a'O.C. MAX. EPDXY 5-12" EMBED. MIN. @ 16' 108 10b 10c OC MAX. SCALE: GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ," °' TO PWOONNOCTION • A- SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. # S - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10dGALV. NAILS. C - 2-PLV-SIMPSON VGTMDU4 U <4565 L85 VGT TO TRUSS W/ (16) llW,x3"SDS, (1) 5/8"° A T.R. TO HDU4 AND (10)1/4" X 210 SIDS TO POST TRUSS CONNECTION @ L.B.W. SCALE: 3/4"=1'-0" P08UTOOLMOON!®CIION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ SN' A.B. WITH MIN. i' EMBEDMENT TO SLAB & (26) 16d x 2-1/7' NAILS TO POST. d N. RONALD REAGAN Bl LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdmigngroup.com AA #: 0003325 a df q�s4�4 1 unDiv. de LOT: ABBOTT PARK LOT #14 BLK #9 PROJECT* 04181.000-14091 moaEL E401 "2828—ENSLEY" GARAGE EKING: RIGHT PAGE: DETAI (I—JOIS ) 160 H SCALE: 1/4"=1'-0" j S3.1B SECOND FLOOR DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 !0 J C ABBOTT PARK LOT #14 BLK #9 PIROJMTy 04181.000-14091 MODICU E401 "2828-ENSLEY' GAFLAGE BVMG: RIGHT PAGE SECOND FLOOR DOWEL PLAN 160 JQH EXP. C 1 `13 DATE: 6/14/21 SHEET S4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ iDd x 1 112" 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ZaMM 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 (rc SIZH, REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)M5 (1)q5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 1 1 1 1 1 1 4'4' U.N.O. PROVIDE B82 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" 1 1 1 1 1 1 1 1 1 1 I 1 8F8-iT/OM/08 1 1 1 1 1 1 8F8-1T/0M/0B 1 T6 I , 1 I 1 � � 1 1 ♦ � 1 1 1 1 1 1 ♦ ♦♦ 1 q 1 ♦ ♦♦ 1 8F8-1T/0M/0B 8F8-1T/0M/0B SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 J 54 (J� O SVHDIV. & I.OT: ABBOTT PARK LOT #14 BLK #9 PROJECT# 04181.000-14091 U0DEIs E401 "2828—ENSLEY" GARAGE 8'WJXG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLANT AND 160 MPH C 18 SCALE: 1/4"=1'-0" 1 s5 "LOTrS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 ORFOB 61 1T 1TAe I 1T TYPE LENGTH WS PLAIN 818 SOLID TYPE LENGTH 810.1T 8116.1T 86l0.1T 0014.1T e20.1T 8182•IT 819•le @-ITMB Va4TIlsITn ITne 1THe MU BMW 84MU SFM-Zr e0•2r err2-zr 3' 8" PRECAST 1438 eel 8114 4217 MI On 7537 3'•8' PRECAST 889 1024 3'-8' PRECAST 160 3=4 4394 00 0132 70M 2/06 SITS e8e6 7700 e087 10000 15e0 8624 4804 50.9 8132 7001 #4r PRECAST 1065 700 2806 3125 3045 47ee 5w 4'4' PRECAST 514 783 414" PRECAST lass 30M 3e15 4670 ee2e 0079 1981 6113 7102 am 7627 ml 1303 3040 3615 4670 GM Wye 4'4' PRECAST 819 MD 1770 2400 3M3M4800 4'8' PRECAST �1 4'$' T 12D7 2602 3375 4043 4711 GM 105 6743 7547 6M 0641 78M 7207 2707 3375 4043 4711 ea79 S�' PRECAST 931 1247 Igoe 2003M0 3123 3 4249 5' 4"PRECAST 411 411 6'�• PRECAST 701a I= 2374 2044 3513 4084 1319 4480 7196 7342 e760 an 2276 28118 3300 seat 4084 5-10' PRECAST 817 104 lal 20e0 2649 30 8470 s-10• PRECAST 340 339 5-10' PRECAST IM 1490 1971 240 2915 3397 11e1 3003 yen eose we 6n6 on 2IM 2693 8107 3=0 4133 8'�' PRECAST Me e 32U 3=1 3707 4383 am835 8' � PRECAST 410 721 8'�' PRECAST 12DI 1579 1955 2332 2709 SW4590 7054 10000 88% 886 tees 2320 2790 3251 U12 Tom' PRECAST 570 m24M 2206 289E 3191 9e66 T-8' PRECAST 303 594 T 8' PRECAST 71e ow 1181 1462 1743 2025 m240 3408 4884 7067 6472 7R 104 2025 2428 ern 32M 9'�' PRECAST 428 mINS 22D4 2481 me 2021 9'-4' PRECAST 192 384 9'-4' PRECAST 454 so 757 on 1129 1310 089 1874 22ge 8061 4099 4889 672 1310 1648 79a9 2164 2819 10'-0' PRECAST 467 1247 1767 1904 2103 20Z8 10'$" PRECAST 181 301 10'$' PRECAST 86e 4a0 w2 m m 1042 560 14OF 1e07 2781 3M 3794 504 1100 1472 1798 1710 Im III -IV PRECAST 330 544 1312 1742 2212 2900 8630 11'�' PRECAST 132 417 11'-4' PRECAST 430 40e ee0 an 7n an au 1312 1742 2262 2888 Mrt 4ee 1042 1372 1843 1470 1710 PRECAST 308 607 Imo I= 2045 2600 3191 tro' PRECAST 111 370 1r-0' PRECAST 383 Sae 478 a67 age mMr 607 1210 1a9e 2048 2689 8171 440 910 1800 16e0 1814 1478 13'•4• PRECAST 270 488 1046 130 1732 2157 206 13'-4' PRECAST 82 298 13'4' PRECAST 30B 303 308 484 m645 414 1046 13M 1732 2816 2808 306 7B0 IOU 1312 1071 1203 14'-0' PRECAST 2S4 mM 1272 low 1908 227e 14' 0' PRECAST 71 293 14'-0' PRECAST 279 27e 300 448 on we m we 12n Iwo 19M 23M 318 717 gel 1102 We 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR iV4r PRESTRESSED N.R. 283 14'$" PRESTRESSED no422 NO an 740 8M 408 1079 1429 104 22n 2712 246 0e3 960 1237 1474 1715 15-C PRESTRESSED N.R. NR NR NR NR NR NR Ir-' PRESTRESSED N.R. 252 1ST' PRESTRESSED224 387 404 94 094 m412 104 1340 1703 2118 2513 230 Ole ON 1t34 1353 1572 1T4' PRESTRESSED N.R.3M NR NR NR NR NR NR 1T�' N.R.183 1T+I' PRESTRESSED 187 828 385 461 Bey MD Me 1121 1413 17E 2D47 102 we 72D WI 1130 1312 PRESTRESSED N.R.M736 NR NR NR NR NR NR 19'�' PRESTRESSED N.R.148 19'�• 102 m348 430 513 mi9'�' m12DO 1467 171e 100 4n a23 an m 1086 21'�' PRE8TRE88ED N.R NR NR NR NR NR NR 21,�• PRESTRESSED N.R 125 21'�' PRE,iT la me 308 351 454 w ISO m 033 1038 lies '14ee 142 373 637 ago 676 943 2r-o• PRESTRESSED N.R. NR NR 'M NR NR NR 2r-0" PRESTRESSED N.R. 11e 2r-0' PRESTRESSED 137 ate m360 M497 105 No 7a4 902 1203 1361 IV 358 513 0e9 779 600 24'-0' PRESiRE8SED N.R.129 NR NR NR NR NR NR 24'-0' PRESTRESSED N.R.91 24'-0' PRESTRESSED 124 174 245 302 Sao 418 400 0 4 824 1014 1147 124 319 455 58l 0e7 793 - ALL VALUES TAKEN AS THE LESSER FROM 'WE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 d N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 8 d 6 sulmrv. as LOT: ABBOTT PARK LOT #14 BLK #9 PROJECT111 04181.000-14091 MODE% E401 "2828—ENSLEY' GARAGE ISTI vG: RIGHT PAGE: SAFE LOAD TABLES 160 H EXP. C PRINT g 14 21 DATE: / / SCALE: 1/4"=1'-0" SHEET LS5. 1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 tl2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 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 @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM D-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFAC7MRER / ENOINEER 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 6" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" - V-0" 144J. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA B: 0003325 14 R a rr S ABBOTT PARK LOT #14 BLK #9 a[oaEr1 E401 "2828—ENSLEY" RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH E)X C SCALE: 1/4"=1'-0" 1 s6 HP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.50 PSF (68.50) ZONE 3 = 67.10 PSF (77.10) ZONE 2e = 67.10 PSF (77.10) ZONE 3e = 77.50 PSF (87.50) ZONE 2n = 77.50 PSF (87.50) ZONE 3r = 91.60 PSF (101,60) ZONE 2r = 77.50 PSF (87.50) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOF DOPHRAOM 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 GABLE END FRAME USE 10d RING SHANK GUN NAILS 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" 0131 F1667 SCREW SHANK 170.000 RING (16-20 RINGS RSRS-03 Bd RINGSHANK, 2 3/6' 0.113 Fi667 SCREW SHANK PER INCH) INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/9' 0,113 F1667 SCREW -NAILS RSRS-01 DQAF ORTRUSS EXTERIOR SHEATHING USE 1f2' COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 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. I� BUILUINO LENG I ROOF SHEATHING LAYOUT SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING N= GABLES -DROP GABLE END 8 (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING a 16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ���ATT�BP� ZONE 1: tOd NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2, 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NM', ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7.16 04 RING SHANK GUN NAILS Q 4" Q C. TOP A BOTTOM EDGES 4A a� ly z� �O $ 0 . TYP. EXT. SHEATHING ATTACHMENT za �o B -___ legal I I 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#6 2" DECK SCREWS 0 6'-0" O.C. MAX 0 EDGES 8 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" TSG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GMERAL NOTE& ALL AGGREGATE USED IN CONCRETE SHAD. CONFORM TO ASTM C3=31M. MAXIMUM AGGREGATE SIZE SHALL BE W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 310-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE BMIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON R BARRIER MEMBRANE ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHET AND SEALED TH ADHESIVE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM'WOWG SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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 W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN 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 EXCUMOM FROM THINE PLANE: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELM VRE MM: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, WELDED WIRE MESH, SHALL BE ASTM A10641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOO TR S� THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FORSLABS SHALL BE SUPPORTED WITH 2'CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFOWNG STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61 M615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE INSIN LOAM: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL WOOD TRUSS CONSTRUCTION:, AND METAL LATEST EDITION' STANDARDS FOR METAL -PLATE -CONNECTED -WOOD ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PST AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS ATIONS FOR COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD+Ion-com-nt REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - %" WOOD TRUSSES. 10 of BTM CHORD --oncurrent P #5 BAR - 30" #7 BAR - 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOUVER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, 16 pot TOP CHORD 20 PST TOP CHORD (7 PSI W/ ASPHALT SHINGLES) (10 psf WNp GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 Psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOpSf 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 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBC 020) C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC STSUREORAGE: LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: BIT WITHOUTUNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 2Dpsf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THERE PLANS SHALL NOTIFIED TO THE AND DECKS: 40pef, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WI WITHOUT THE APPROVAL OF THE ENGINEER. H STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40ps( 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 DF AWING RMEW: "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. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm = 2000 PSI. BLOCK SHALL BE PLACED USING 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 STRUCTURAL DRAWINGS (CON! -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IT ALL INSTANCES, THE CONTRACT ASTM C478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS L DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUW ATIOW SITE PREPARATION FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, 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-GRADEYSHALL, COMPACTED A DENSITY OF AT LEAST THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO A ACCORDANCE 7. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. TREAT ALL MAXIMUM D CELLS TO BE FILLED. BE SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48.BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL RAI" STFOXTUTHE BE MADE BY THE GEO-TECH. ENGINEER. MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY MATH THE SCONCFWMPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS' BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F - 46 Mi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE E ORS F = y Y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BOLTSWITHWASHERSUNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCREIESLUMP SHALL NOT EXCEED 5'4- PRIORTO THEADDITIONOF PLASTICIZER IN ACCSTM RDANF3125EWIT3125M SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 310 AND ASTM C94IC94M OR MEASURING, MXING, TRANSPORTING. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JOLTS ARE TO BE STEEL. 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 WITH THE ABOVE, REGUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 7 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.1YC FOR 06 AND SMALLER 2' MI FOR #6 D LARGER C. FOR CONCRETE NOT EMBED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIfATION eliE TYPE SPA.. REMARKS APPL-ON SIZE TYPE I SPAONG REMARKS 1. PTRIRRINGTO CASE-- COIL GARAGE ODOR SLICK TAPCON MASONRY 11IY'EMBED., I END ASONRYICIXJC. 11IY IGNG. 0 dC TO M4SONSY/WIC. FASTENER 0„_ 11Y1"EDGEDIST. 9GD�.E%T.DOORS CASE INRDENED COL g'OIC WNDOWIDOORIFASTENED GARAGE DDOR SUCK 3re"dA. OR EXPPN910N e0LT te'-(3� ) a^ EMBED. 4" END DIST., 1 a ,SEE NDTE6 t1fP LONG. STAGGERED INTO MABONRv/WIC. TO M490NRYICONC. - 14'O/C (111'DIP) 3"EODE GIST. WINDOW- CASE HARDENED WIL rac WNDOWIDOORI FASTENED ET S_TG CONTACT THIS ENGINEER FOR SPACING ix PT SEENOTE. N 11mwNG. STAGGERED INTD 50-10D. MASONRYIWND REQUIREMENTS EAT. SWINIG DDOR (1).-A °TAfCON' 1A 0� I-E.., S°ENO NlON43E4RINGWWD tYI° E%PANSION 4"EMBED. AMEND 2<dC SUCK 2e PT, SEE NOTES NO WASHER IASTN. qST., I IITE.-IT. WALL TO CONC.eWe WI WASHER DIST., 3" 03-ST 2x PTWINDOW BUCI( 0.130°PAf x21I0' e"OIC 4"ENO. DIST.,111Y AT TO STEEL COL.. SEE WI WASl1ER STAGGERED EDGEgST. E0 1. STAP SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NCA 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 SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 h 1r11 11 H �' Q QQ Q �B dl 1�jQQll eum & LOT ABBOTT PARK LOT #14 BLK #9 PROJWT* 04181.000-14091 MODEL E401 "2828-ENSLEY" GARAGE 8WMG: RIGHT PAGE: DETAILS 160 MPH EXP. C jI�) 2 :Sl:n : 1pf =.L -U SHEET S N1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED s THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHA }' MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS OSTAPLES INSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO O (2)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLESINSTALLED 7D THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #6X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. k MAX -0i I*-- DETAIL D O STAPLES INSTALLED- THRUAND J-CHANNELC ANNELIAT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS' 3Q J-CHANNEL-/ J. A 11CTA 11 C �-�.nruviv�L. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH vv TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN L �-J-CHANNEL ( v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLES INSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 ()Sol ffNSTALLATION SCREW, BATTEN ATTCHMENT D FASTENER SPACED 24" O MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) PAN '12 SPAN 'L AVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD SOFFITJ SEE DETAIL W SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE C---- ECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q3 J-CHANNEL f, DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O 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. __..,, •�=}�it>#E}3f••••.. 13.519 =aIi':d;l9 td t 375 i>�•• i�=• .375 >* .4 3.625 3.625 5 66 08 03 —12 +I DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Q � a sumoxV. ae I'M ABBOTT PARK LOT #14 BLK #9 11WJnOT* 04181.000-14091 >rtoasr� E401 "2828—ENSLEY" GARAaM sws140: RIGHT I PAGE:SOFFIT DETAILS 160 MPH EXP. C SCALE: 1/4-=1•-0- SHEET SDZ I'