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HomeMy WebLinkAbout7332 Sail Clover Lnv 99 2260-3EEB-ELSTON9 9 ALL WORK SHALL COMPLY WITH 1'12EiiAiLiIVG CODES FLORIDA BUILDING CODE NATIONAL ELECTRIC CODE,o AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES RENEW DATE TEB 0 3 20 2 CITY OF IZEPHYRHILL I W`_ PLAN EXAMINER 12602 TELECOM C>RIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FLO= II�Ignn ©oM ��1, ABV. ABOVE LAV. DATE DESCRIPTION / ,m mK (n o) *' -N•LOMW MY �M SfATR M WYU Y Y LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER 0V10/IT 2-S'TDRY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION OWAS 00 BET ISSUED DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RBSIDE)MAI, GROUP R3 -CONSTRUCTION TYPB - VB -MDT. DiTBR10R FM - CIASS B AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. MEFALTHRESHOID CL CENTER LHJE M D. MOUNTED CAB. CABINET MTL METAL CIO. CEILING N.T.S. NOT TO SCALE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN omARS 2®IT FW UPDATE 0I/TSlls STOP ELEVATIONS ADDED ma5n6 CONSTRUGTILN D00219 TS IMMD TAMPA FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 -BASIC MD SPEED - VBIt=160 MPH Veed=124 MPH -EXPOSURE - C -I-S"RY FMIDENCE _ -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CLR. CLEAR O.C. ONCENTER CPT. CARPET P.B. PUSHRTYLI CPT CONCRETE PL PROP BUTTON T NE C.T. CERAMIC THE PH PHONE D. DRYER PLT PLATE DBL DOUBLE PLYWD. PLYWOOD D.G DUAL GLAZED PR, PARR DA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER PG AlA—STAIR SECTION/DETAILS PG A2—SECOND FLOOR PLAN PG A3H—ELEVATION 'H' FRONT & REAR PG A4H—ELEVATION 'H' LEFT & RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN 041" POOTwi REVISION PER M. BOIIS:S 4OA44 INCORPORATE I -JOIST DETAILS 4 FF6AMNG PLANS PER M. BOIIES 01" CONSTRUCTION DOCU'ENTS RE-ISSLEp 0MA0/0 BOLLARD DETAIL REVISED LM6/15 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 612A DISP. DISPOSAL RAD. RADIUS D. DEEP R.A.G. RETURN AIR GRHL D. DOOR REF. REFRIGERATOR D.S DOWNSPOUT EM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W DISHWASHER S C. SOIIDCOREFXTDR EA. EACH S.D. SMOKE DETECTOR ELEV ELEVATION 3.H. sINGLEHUNG Erg. EXHAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHMG EXT. EXTERIOR SHWR. SHOWER F.O./FX. FIXED GLASS 31M. SLIDING F.G. FUEL GAS SL SLIDING FIN. FINISH SL. GL SLIDING GLASS FIR. FLOOR STD. STANDARD FLUOR. FLDCRESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FIG REDGIASS GAUGE G T P. Oq FOOTINGTEMPTHICK GAR. DISP. GARBAGE DISPOSAL T.G.0 TOP OF CURB O.F.I GROUND -FAULT CIRCUIT T.O.P TOP OF PLATE INTERRUPTER T.G.S. TOP Of AB GL. GLASS ITYPO. TYPICAL PG Pl—PLUMBING PLAN PG Ml— S O MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WAB—WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHI CT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6076 Fax: (407) 774-4078 .FT. CALC. S 0�� T+� IDTS ADDED TO PRN'IIWG "ET 02awe PLAN MAINTENANCE IST PLR LIVhYo wT Ste. PT. ND FLR L� I,3 $Q FT. raTALLIVIN�i 226m BO PT ° 4 SO. FT. ENTRY 64 SQ.FT. TOTAL 2111 $(Z. • FT• htW PATIO w 8a FT. 04/01//I9 REVISED LINTEL SIZE • ENTRY 04/t lIS I.PDATEDLEDGERea.T612 ASPACINSS @I64M ADDED LED LIGM • KITCA N 4 BATHRDCI'IS PER MAW ISOM os45A5 LEDGER BOLT BPacING REVISED RO/B/IB ADDED ISM LAYOUT "Ift REPLACE UW C"ECTORS WITH b"I" COLLECTORS 0WOVIC REVISED DETAIL ONSFEET D2 OPT. W-O' CLG. Wit 05/01/t0 REVISED STAIRCASE STAIR SECTION DETAIL 06�tTIiO PANTRY DOOR REVISED TO 2-A OPT' 0 -0' CLC IiiT' olrovn 2mOPIJGu1'DATE STRUCTURAL SHEET DESCRIPTION H.B. BU H SEBIBBOARD u.N.O UNLESS SE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HOT. OR HT HEIGHT W, WITH INSUL INSULATION WD. WOOD � 4I '�M SOFFIT DETAILe PG Sl-FOUNDATION PLAN PG S1.lA—DETAILS PG S1.1B—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER 1IF THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INTERIOR WOW . WINDOW TNT. W/H WATER MTER W.I. WROUGHTIRON PG S1.2A-DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES ANY ASPECT OF THE CONSTRUCTION (AS PG S2.IA-DETAILS PG S2. A —SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER To BUILD THIS PRDdECT 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 CLARMCATION. PG S3—FIRST FLOOR FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.1A—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN G S5-SCOND FLOOR LIFT BEAM PLAN AND NOTES PG AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN S5.IAE SAFE LOAD TABLES RFI's IN WR MN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO PG SO -ROOF FRAMING PLAN PG SNI—DETAILS RESPON3®ILITY FOR INTERPRETATIONS OF PG SDI —SOFFIT DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED POR UNCLEAR ASPECT'S OF THE ONSTRUCTION BASBD ON THE DRAWING SET. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigagroup.mm L AA N: 0003325 st"miv. ee LOT: ABBOTT PARK LOT #16 BLK #13 PHASE 4B PROJECT/] 04 8 .04B-16131 3&ODMA 3EEB "2260-ELSTON" CIFARAGZ BVMCG: LEFT PAGE: COVER SHEET 160 MPH EXP. C Is A 10/28/21 cALE: 1/4"=l'—O" HzET C1 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 FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF 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 TYPICALFOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER, 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. DETAILTO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1:OPENINGS FROMA PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALLNOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALLBE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 W SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PERSECTION R3026& TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROMTHE 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOORLEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %4NCH GYPSUM BOARD OR EQUIVALENT. s SRT WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, OWSITE 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 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." Tatum 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THEENGINEEREDWOODASSOCIATION: 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 ONPLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY NTH CHAPTER 6•WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUMAREA SHALL BE 8 FT . SQ. PLUNIB i0 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 V AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P29D3. 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. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINSHES 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-C1063-19aAND R703.7. RRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEHJNGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'$ SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBIUTY FOR INTERPRETATION OF THE CONTRACT DOCUNENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21(CM) Ili 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeslgngroup.mm AA #: 0003326 h � o �i z. p aV3DIV. Ae LOT: ABBOTT PARK LOT #16 BLK #13 PHASE #4B PIIOJIDCT# 04181.04B-1 13 MODEL: 3EEB "2260-ELSTON" OARAOE 811IINO: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C sC.%=: 1/4 1'-0"" >liiE v GN �01•_5" , y .� � rs o o ; 4� �1 r I If atSTAIR DATA Imo/ C; 15 RISERS,14 .. I .. Dar- -. I°'IIIIIIII0STUDS '---.--r'.-°Illio If /f o n i• ofIt .� a� .ei ; .; llll° ° o 1026 ° i FIRST FLOOR PLAN Si/ Si CALL. S *7 PLR LIVNG 90'I W. FT. 2110 PLR LIN443 Mi $O. FT. TOTAL LIVING 2260 SQ FT. GARAGE 453 SQ. FT. ENTRY 64 SQ. FT. TOTAL 2111 SQ. FT. Dd0 PATIO 80 8Q. FT. nunnnuuw cara�elNFNaND cuDDaalrau wAoa aAae vo 9FGNaE Fan a NNECa1D able 0119111110111 idMaE 2A1! 01eHalaC MO n9waoa AID mE F001i MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING IS 5 361 DR, MM. CRITERIA SAD. MIN. 41 5 34/-43 CRITERIA 16010 O.HD. 112 $ 31/-35 I2'xl2' SOFFIT 1 5 313/-411 BASIC WIND SPEED MPH — 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=H, EXP.=C, MEAN ROOF HT. = 22'-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. cgnnaL DATE ovi" NOTE: -2-8 LOIN. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE ECUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 1 IN THICIC411i SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 1 T1410K OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC Ali BY NOT LESS THAN Iy'(12:%n) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'l151 TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HLLS, AVE WA UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH IQ INCH GYPSUM BOARDS. PBCR 2020 (1TH ED.)302.1 IN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeoWngroup.com L AA N: 0003325 o 3 F 91vaDIv. Mae Lwo ABBOTT PARK LOT #16 BLK #13 PHASE 4B PROJECT# 04 8 . 4B-16 3 MODSIt 3EEB "2260-ELSTON" GAR,i 8WDTO: LEFT PACE: FIRST FLOOR PLAN 160 MPH EXP. C 42' WION V HALF WALL YV CAP (2) 2xG HEADER SEE FRAMMG PLAN (2) LAYERS, OF 9/4' PLYWOOD (3) 2x4 6LCCKMf3. OR (2) LAYERS, OF 3/4' MA SEE FRAMMG FLOOR MATERIAL RIPO FOR PLAN SOLID NAILING W4' US SLID FLOOR MCAM TREADS, TO STRMdER GLUED • /CRE w &MIS s' scmwb • EA PER PASTENER STRNGER WM1wEMID 61441dG W'EEXLE TO EXIEID REYOID TWK304M S'-4 3/4' 2ND FIN. FLR OFMJDd.C*RWMATNMG MTSdO WE 8'-0' 5RG. HGT. FRAMING PLAN \ PRE-0010 FLOORING S,YS,TEM \ (SM PLOOR PRdMNG &ENT) \ G (2) US IEADER V MAXI \ MSC FRAMING PLAN \ \ \ NOSING ST�AIR6 RISERS, TO COI'POP" TO PSCR lTN EDITION (2020) MM. MEADOW MAX RISER-1 3/4' !/I►' MAX V41tlAT1ON M \ 0TW VAf ITN � BTAIR DATA: \ 42' N. N CAP UV CAP R,SCR/IIIIAD WA DRAIL CIRCULAR PAN. SR i5r \ CROSS SECTION DIAL TO RE 1 VA' V4' 14 TREADS S OR PROVIDE FAWVAL.ENT 10'. V NOSING \ 6RASPASILITY WINDERS- MIN. W WIDE • 3/4' KICK J NARR018 END MIN. 11' WDTN • 12' PRCH 2 X 4 INS \ ry.ATE NARROW CND 34' MIN. HANDRAIL WST. • EA. 2 X d STRINGER m NOTE,S,CCURE IWOd S'•S' or_ O O 4 '�— ST 614ALL WWAALLS�11 D!� laxd SYP ST1tlJ6CR \ S, z0 _ STAIR SIMACE AND ANT SOFPITS WRCMORCCD.. !7lAD O\ OF PROSCCTED ON TPMIE ENCLOSED 818-PLOOR SIDE oomm E D[SL. UTA V2' 6YM SIOARCK DS. PE3NA PL•400 OR SMU.ARE • \ I[LARE TOP 0'-0' FIN. FLR EA �I�TAL IUd PLATE 0 2X1 ATTACFED W Wd MAsowr NAILS, • 2X4 P.T. SLEEPER INTO M.AD WITHIN S' OF EACH 00, N' OG MAX A BAR .DETAIL AIR OSECTION BA HANDRAIL • 36 W/ 2X411M_W01 THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.102 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14'1 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/S'. 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-IB.1 / F.B.C. 2020 HANDRAIL SECTION C SCALE, 3/4'.I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32700 PH: 407-7746078 FAX: 407-774-4078 W ww.abdeslgngroup.com AA M: 000332. O m MINI 4 Al tnmly. as LIOT: ABBOTT PARK LOT #18 BLK #13 PHASE #4B PROJECT/ 04181. 4B-16131 MODEIt 3EEB "2260—EISTON" OARAOE sWINO: LEFT PAGE: STAIR SECTION/ DETAILS %160 MPH EXP. C ZA, AR NO YCi7?,3 Dw 10/28/21 s SCALE: 1/4"=1'—C axMET A1A 131-2- 2'-4- 14'-2' ---------- EMMS B4111R. PAN LAV. LAV. j o BATMI W-V CLOL BMM #4 77- H 4' 2' is k)M,' ii ofr. I LAUWY BM#1 W-01 CJLc& V4 W-V CLC% r-v -6w CIV 1.52" in 14 TMAZ)G 101 1-1' 45- 7-10' 8'-4- WN06Ws -V.o. 42' W. HALF WALL VCAfl-';�. LM m I ATTIC Wic. 91 V CL& L =141— BDRM #3 BDRM12 o 61-01 CL& 25-SW 25-OW 211-61 SECOND FLOOR PLAN SCALE. 1/4 - V-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngroupxom L AA #: 0003325 sums ' 89 L021 ABBID PARK LOT #16 BLK #13 PHASE #4B PROJECT/ 04181.04B-16131 MODZU 3EEB "2260—El.9TON" GAMAGM BMMG: LEFT PADS: SECOND FLOOR PLAN L160 MPH EXP. 1 14 ROUW A ABOOMIAM L AR NO 9VM _j mm DA F-PRMTTM- 10/26/21*' SCALE: 1/4"=1'-0" DHI= A2 ..00 23'-I1' BLD HGT ____________ SNMGLE ROOF 5 /— b' RAISED / BAND (TYPJ 4' RAISED BAND " " " " 0 0 4 PYF'ON BICTIDCI'I OR 8' RAISED il EQUIVALENT -HI BAND BNMGLE b' "let I a ROOF SAND 9 4' 2ND 4 _---01 --_------ S jV-4' 2ND FKaT. - I I BRIG.IrTiml T BR's. I-ICzT. 9Lri OAT. COACH LIGHT ® a 4' RAISED BAND "YID.) I 1 '-0' FIN. FLIT 0'-0' FIN. FLR FRONT ELEVATION SCALE: 1/4 . I'-®' TEXTURED FINIDW 'TUSCAN' 4' 2ND FLR BI1'.4a. HGT. ql&4' 2ND — � FI— S'-0' I5T FLIT BRIG. NGr. REAR ELEVATION SCALE. V4 . I'-0' TENURED PINISW AREAOFATnc = 14551L FT. NE F FREE VENOLATION AREA REQUIRED . I/3m REQUIRmVENTIATION AREA = 145 J3M = 4.75 VENTILATION AREA SO. INCHES PER FT. 11") = 684 SO. IN. PAN. REQUIREDVENTRATION SX 6N IN UPPERPORTION OF ATTIC 34 SM IN. OFF RIDGE VOMLATION AREA ILS SO.IN. PERVENT 3421115 ALSOF VENTS REQl4RED = I_q?M AL80FVENTSPRUVIOED 3 -AREA OF ATTIC 15 THE PERIMTEROF THE HOUSE, LESSTHE OVERHANG (EXIEMOROF WALLTO EXFEIUOROF WALL, NO OVEMVIAISS INQLI)EO) 1/2' 7141012 COAT CM IENT PLAMM APPLRD OMCTLY TO MAbCNtY- 4SW GALV. 'L'-T NYF'! FLAGWG SET N ROOFNS C!MlNT FIEERSLA66 bIRIKaLEb WANDERLAYMlNT .46 PLR PDCR 2Xb 6YP PT LEDSLR 8Y 5061.L ROOF 616TATNNS TNIC10NEb0 112 - TNSLADED ROD 82' M P!R 6N!!T 6N. SlCA1RED PER OL. 4 WITNN b' a EACH PA6Tl14ER 6CHlDUL! KIND MAIL, SET N SMPBON 6rv4wN LbU- l4kbW STRM45'FI4 LYd"O)(Y FK (2L J b' MN C"elD. 2X6 6YP RAFTLI66 OR PRE-11114510 TRU66 (PER ELEV.) A ELLVATION Of 6NEATNNS1/VXVTMMACG SYP PT O MOD _MN'VI►' OU6bET TO DE MCISSED TO32. OL. 4 WITNN b' OF 2. M .WM 8V Sd NAU.6EACH END MAX SET N681PbCN I 141514 6TOONOTFI*"%am LUb-2b WI (4)10d'4 EXPDXY b' MN EMTO LEDGER AND (2)10d'sCHANNEL FM SOFFIT To 2Xb JOIOT OVERHANG DETAIL ENiNEIRLD WOOD TRlSSl6 4 24' G.C. &MMIT 6NOP ORA NI116 611AL RD BY PROPMIONAL ENShlER FOR REVIEW AND CCt-r2 Tb PLYWOOD 6LEATNNS S!E snE4OT12�nL 2ND FLR OR1. HST. ROCPNS AND M ABNNS OV DRIPS —� SAND AFIeNgFs NDM PER MW! W4RSANTE! REOUIRlF04T6 WRAP PA6CIA WRN ORlNC MET �'w IX2, 2Nb X= PASCIA SEE 6TRIXTURAL FOR FAMNLIS6 V@LRD 6OWIT P!R ATTIC CALC'6 Y2' T141M 2 COAT C011INT PLA6TER APPLED DRSEGTLY TO MA60NRY RAMM TR8'I PER ELEVATION6 2ND RR WINDOW PER PLAN RAKE SOFFIT DETAIL B ALE. 1/2 - I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774607e FAX:407.7744078 wwwabdoolgngroup.Hwm AA S: 0003325 is qX� 8VSDIV. at LOT ABBOTT PARK LOT #16 BLK #13 PHASE #4B PROJi.CT 04181.04 -16131 MODEL' 3EEB "2260-ELSTON" GARAGE S1rINO: LEFT PAGE: FRONT & REAR ELEVATION "H" 160 MPH EXP. C A NO DwRZSs 10/26/21 SCALE: 1/4"=V-0" J IT-4' 2140 FLR. BRG.HCsT. ___—__ 1'-0 FIN FLR4�_____ S'-0' IST FLR., I I 0'-0' FIN. FLR. _ _ LEFT ELEVATION SCALE, 114 • I'-m' TEXTURED FNISH I2 OFF RIDGE VENT �S IT-4' 2ND FLR -0. ___-- IF -FIN 4 2ND . FLR IST FLR B 0'-0' FIN. FLR - rn, Il'-4' 2ND FLR� 2ND FLR BRCS. W.T. I'-0' � ❑ 1 0 FRAME DOM 2-0 FOR FYRON N W,Tllxn OR EQUIVALENT El I I 9'-4" 8'-0' F1ISNT. FF2NLDR,_ - -_--------- -- --- ------------- I I—'-- 94' 2ND ------------------ , ---------------- ------- IST FLR. NGT. I 0 II II II El 0'-C' FIN. FLR m'-m' FIN. FLR RIGHT ELEVATION SCALE, 1/4 . I'-®' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 wwwabdesQpWoup.cDm AA M: 0003325 V s g e � 5 F a LOT.PARK 16 13 4B 04181.04t-16131 MODEL: 3EEB "2260—ELSTON" GARAGZ S1RNG: LEFT PAGE: LEFT & RIGHT ELEVATION "H" 160 MPH EXP. C goIim ��iAR NO w71?,3'w DARTTEs 10/26/21 SCALE: 1/4"=1'-0" s zw A4 H r ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� MY OUTLET 20 AMP G I'ALE POLE IIOV OUTLET tlOV OUTLET w w OUTM lAlaD TO Sallow aFl Iwv ourLer I ANT T"W 220V OUTLET (4) um CONE6TION OPI DR. WATEIFROOP OUTLEt *PAS PALt EIIEISUP'iM EUIITCH BURCH 3-UaY OPER �4 SWTCN 4-UAAY OPBR UILLLMON,TD LIEN( PATI ItEM ------ GREAT ROOM GLG FAN 8KA I r GFI I----- L---- L — —_ I I OUTLET I I SWITCH IN CABIt.ET I L POR D MUM FAR I L L HOOD WIRE \ W/OUTLET FOR RANGE 10 . FUTURE M. WAVE I O I r I I I r - I I I \, FOYER -- . 48' AFF. /-- PJ9. /GARAGE I /, METER FIELD VERIFY 11 ENTRY 11 LOG. 0 GFI - - / IRRIGATION — — — — — — OUTLET s GARAGE 'W AFF. DOOR PREWIRE I GFI , OPT. COACW LIGHT - FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' " I'-m' LED LIGHTING ® PEDESTAL SINK F I DR 150 AMP ELECTRICAL RISER NOT TO ELECTRICAL MATERIAL6 AND WALLATIONB SHALL rOC ITjONY122 ELECTRICAL I LOCAL COM , AND ALL LOCAL C01PAN'Y REOIElFlNTIL a ALL CONDUCTORS 6HA.L BE TM TW6W UN L16E NOTED OINEIBUSE. I my THE PM97ADE Y)/D CU TWM • 1% CU IN 2' CONCUR OR 3 VA0 AL. TLIN • P6 CU IN 2' CONDUIT OR 2M AL. 6EAL COIEINATION SETlVICB DISCONNECT SOIITCN AND M ELECTRIC PTE1lR N NEMA 3R ENCLOSURE EOA/)P T W'r"mw SERVICE CA/>LE 7ELEVIIION EOIMANce EO7l•N'BNT STER6T'STEM BONDNG tEW NAL AT LOW VOLTAGE COhI ECTION 14 C U SEM CE dMOUN 2 CONNECTED TO CONCRETE ENCASED PooRR STEEL PER ELECTRICAL PROVISO! OF THE PBGR TIN EDRION (20201 S/S•' DIA X 0 PT I" COPPER CLAD CROWD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdMlgngroup.com AA M: 0003325 d C A suaviv. eE LoT: ABBOTT PARK LOT #16 BLK #13 PHASE #4B PROJL'CT# 04181. 4 -16131 HODSIs 3EEB "2260—ELSTON" GA AOM awixo: LEFT PAGM: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C C 101 D 10/26/21 wCAlJC: 1/4"=1'-0" ataaaT E1 I I � •gym• El El 13 ® h M = L LA vL � OPT. 18'•3' 3'-1' — — — — — — — — — — -- L — — — — l'-10" — — — — — l__n_J2�_� ?� ��SS I �� LAV I �� LAV. I I 2. 2. I I • e I I — KINK 0 J I LAV. alkmm ry I I .D WASHER 11/2' 2' U1C 2. LAY. v TUB 3' � �ypuC_I RANGE -- 15"9' lg-II' g' WG g. O o g• r I I I I KITCHEN 81NK I I I I 1 I I 1 W/ AAV i r--- 1 6'-5' 23'-3' I I --- LR A I I I I VTR I I I I I I s' I I I I I F'EG 3. SMK g' I — I 3' r ---------� n 2 1 g. I Co To MAIN PLUMBING RISER DIAGRAM FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: 114 . P-®' SCALE: 1/4 . I'-m' .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM:407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 b INO a eVnDiv. to IAT ABBOTT PARK LOT #16 BLK #13 PHASE #4B Pno"=Tp 4181. 4 - 613 MODEL• 3EEB "2260—ELSTON" GARAGE 8WDM: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEM" INSTALLED N NON -CONDITIONED AREAS SMALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRICTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION 12020) MECHANICAL CODE 603.1 T. BATHROOMS CONTANNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATI-ING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FSC TTH EDITION (2020) MECHANICAL CODE SECTION 403. 0- ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS, FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/6MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITN EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC44 DBF I10 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOT ALL 14VAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY : REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE ORAN LNE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LNE AND TERMINATE N AN APROVED DRAIN, AS PER PBCR 9TH EDITION (2020) MECHANICAL BLDG CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN, FLOOR OR WALL BRASS PLUG -�-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM M"O INSIDE SERIES NICKEL BRASS TOP CAULK P,Vz OPTIIZMC (IFL00R SLAB CLEAN -OUT (TY) LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® BIDE -WALL OR I WAY DIPRJSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRI AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/161X2' TAPCONS UNIT SIMPSON WS ROLL STRAP OR EQUAL TO UNIT W/ 4' CONCRETE SLAB #SXII 1//4' BHT, MTL. SCREW (2) CONDENSER UNIT CONNECTION TO PAD NOTE: MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12' PRO`1 STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING WE SPEC, I'-0'X0' CQNC. PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (T NTh FIRST FLOOR MECHANICAL PLAN 4 . 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407-774N 78 FAX: 4OT-774-4078 www.abdesigngroup.com AA k: 0003323 s LA C aunDIv. a Lois ABBOTT PARK LOT #16 BLK #13 PHASE #4B PltOJECTI/ 04181. 4 -1613 MODEIt 3EEB "2260—ELSTON" GA tAGZ 8WUM: LEFT P'I'IRST FLOOR MECHANICAL PLAN 160 MPH EXP. C 01 aCALM: 1/4-=1'-0- sii6ET MI SECOND FLOOR MECHANICAL PLAN SCALE, V4 . I'-D' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdealgngroup.mm L AA #: 0003325 iiiTTTiii � a � h s C 0. BZMDIV. ae LAZY ABBOTT PARK LOT #16 BLK #13 PHASE #4B PROJOCT# 041 04B- 6131 MOnaLA 3EEB "2260—ELSTON" GARAGR 8.rl M LEFT PCOND FLOOR MECHANICAL PLAN 160 MPH EXP. C CO DA MT 10/28/21 BCA=: 1/4"=1'-0" situ I' M2 g_ 2X4 TOP PLATE FRE-PAS TIM" In' CLG. BOARD 10' DRYWALL �� TV)r SECURE MIT. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' Or — MAX FUN. FLR 2X4 WOOD STUDS, 024' or_ ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. a)TYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'.P-0 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SM.LL ROOF SHEATHING THICKNESS AS PER SWEET SNL SECURED PER FASTENER SCWEiDULE PRE-ENG TRUm MTL. DRIP EDGE J 2x FASCIA PER I -R TYP. ELEVATIO N ON. u3 j1�.7:JYi 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR 3 5/6' OR 5 V2' DRYWALL "I TOP C 4ANJEL (25 GA.) 10' DRYW LL.L 3 5/8' OR S, 3JV METAL STUDS 24' O.C. 20 GA METAL TO BE NSTALLED INWALL6 T RECEIVING UPPER) LOWER 3 S/S' OR 5 CABINETS AND TUD/SHOUER 25 3/Y BOTTOM " METAL TO BE NS,TALLED C4ANNEL(25 N ALL OT1 ER WALLS. STUDS, GA) SECURED fv— TO BE SPACED 16' = AT 2ND TO GONG FLOOR WALL8 ADJACENT TO FLOOR WV 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W! TILE FIN18H 0/6' GYPSUM Bo I/2 OR ' HIGH STRENGTH CLG. BOARD o0 FLooR W/ V4' WOOD SCREW —FHIM4 FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS NON-BRG. D1 6CALE, 3/4'.P-o' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL M�,kftlt ELEVATION R-4.1INSULATION �WINDOW ATTACHMENT PER MANUFACTURE SP R 8F 'EGS+ICATION REFERENCE STRUCTURAL Ix2 P.T. FURRMG —� STRIPS • 24' O.C. 8' cm� .', 1/2' GYP. WL. BD ------------ I WOOD BASE — a y, v. u 41 W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR WD.LI. ROOF 6HEATHNG THICKNESS AS PER SHEET 8NL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATION8 VENTED SOFFIT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'■P-0' J 0'-0' FIX PLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6; IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 1609.5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE a 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, W4'•I'-& UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 'ITH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. Y ►_4!� 44 4 �!4!4:1.T•T.T•T.T•!.T•T.T.T.•��:�•4. �- I -II /TfrNGAS LINE THRU BLOCK �GARAGE DOOR JAMBS ""' " "' p1 SCALE: 1 1/2'•1'-0' PIBERGLASS SHINGLES FIBERGLASS SHNGLE6 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE UY (2) 12d NAILS AS, PER FBCR W5,1.1, AS PER PBCR 906.1.1. • EA. END ROOF SHEATHING T44IC0E66 AS PER ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES SWEET SNI. TWO04M AS PER PER 6TRUCTURAL DETAILS SECURED PER SHEET SNI. SECURED PER FASTENER 6GWEDIILE FASTENER 6CHEDULE —6TIFFBACK AT ALL UPR41476 MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX PRE-ENG UD. TRUSS Ax. 2x FASCIA PER ELEVATIONS o. ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL 8-MATWNG CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS THICIWE88 A8 PER WALL SHEATHING SEE ENERGY CODE FORMS FOR SWEET 6NL SECURE PER THIGK1JE86 AS, PER FASTENER SCHEDULE INSULATION R-VALUE6 SWEET 6NLSECURE PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUES S/8' GYPSUM BOARD OR 1/2' ON SHEET BNI. WEEP BCREED RE HIGH STRENGTH CLG. BOARD PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.I INSULATION STRUCTURAL DETAILS A ' 8{ENT H ACTURE"6" O CATITION 1/1' THICK, 2 COAT—// PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' PM. FLR . 6' CMU 4. tl < a 4. STRUCTURAL Lx2 P.T. PURRING — STRIPS • 24, OO. 1/2' GYP. WL. BD. WOOD BABE— ( k V-0- FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301,13 AND 16095.1. n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'.1'-0• UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FESCR 2020 TTH EDITION 16 e4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 04865 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 At b c BtMDIV. , LO 0 ABBOTT PARK LOT #16 BLK #13 PHASE #4B PAOJWTp 4181. 4B-1613 MODBIt 3EEB "2260-ELSTON" GAVAGZ E:WDTG: LEFT PAGE: DETAILS (SHINGLE) %160 MPH EXP. C lAc D TM 10/26/21 IICALM: 1/4"=1'-0" 9HzZT D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR W5.1.1. AS PER FBCR W5.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNL SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG ILO. R PRE-ENG WD. E 24' Or —MAX. LEVATION 24' O.G. MAX. €L EVA TION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES 1. VENTED O.H. . I 5/S' GYPSU'1 BOARD ELEVATIONS 0-®' 5/S' GYP6U'7 BOARD SOFFIT TYR OR In' HIGH STRENGTH T�YR OR I*, HIGH STRENGTH CL.G. BOARD VENTED CLG. BOARD FERE I I bQ FIRE -STOP SOFFIT bt2 FIRE -STOP STRUCTURAL R-4.1IN6UL. REFERENCE -4.1INSUL. m STRUCTURAL J a w o W WINDOW ATTACHMENT w AS PER E MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED 3/4' T 4 G SUDFLOOR AS PER NAILING 1/THICK, 2 COAT tt GLUED AND NAILED A8 I/2' THICK 2 COAT SCHEDULE PORTLAND CEMENT PER NAILING SCHEDULE ., PPLAATSLa .• PLASTER APPLIED APPLIED �> DIRECTLY TO w DIRECTLY TO w MASONRY 4 R MASONRY w DO FIRE -STOP Do FIRE-6TOP VION SEE STRUCTURAL SEE STRUCTURAL R EVATION JPIER LEV TION - SW GYPSUM BOARD 5/0' GYPSUM BOARD OR 1/2' WIGW STRENGTH CLG. OR 1/2' NIGH 6TRENIGTH BOARD CLG.BOARD R — - - VAT ON IX2 FIRE -STOP IX2 FIRE -STOP 1 I R-4.IINSUL. R-4.1INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK 2 COAT V2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED bt2 P.T. FURRING PLASTER APPLIED bQ P.T. FURRING DIRECTLY TO STRIPS 9 241 O.C. STRIPS • 24' OZ. MASONRY B, cm DIRECTLY TO 61Ct U MASONRY 1/2' GYMILL. BD. 1/2' GYP. UL. BD. bt2 FIRE-STOP� _ WOOD BASE DC2 FIRE -STOP WOOD 649E ti L ti n W/ WINDOW OPENING rWITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'04V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeaWAgroup.com AA 5: 0003325 a e B a ti OUNDIV. 8. LOT: ABBOTT PARK LOT #16 BLK #13 PHASE #4B PROJEOT# 04181.04B-16131 MODELS 3EEB "2260-ELSTON" GARAGE 91MM LEFT PAGE: DETAILS 160 MPH EXP. C pI DRATTE.. 10/28/21 SCALE: 1/4"=1'-O" slimm D2 2XS P.T. • CENTER OF DOOR HEADER WC WO UV (V W, X 6' J-DOL7 UV 4' MIN.B"BlDIMBNT W/ 2' X 2' X V6' WASHER 4 NJT OR UV (2)V2' X W ANCHOR DOLTS UV 4' MIN EMBEDMENT W 2' X 2' X VW WASHER 4 NUT— Jw�■liw-�Y��mw[] go 1 1/2' EMBVp. S' OC. 4' ED DIST. 11121 EDGE DIST. IN 2X6 GANAGN DOORR)CK SEGUED IW (S) W' X S' J-DOLT OR ANCHOR DOLTS, UV 4' MN EMBEDMENT, UV 2- X 2' X V6' WASHER 4 NUT. (V WR14114 6' OF TOP, (V WITHIN 6' OF THE BTM, ® (5)EVENLY SPACED. ®I I®f NOTES. ALL ANCHI0I1116 SMALL BE N ACCORDANCE TO MANFACTMWS INSTALLATION INSTRUCTIONS WHERE SUCH NSTWCTICNS ARE MORE STRWIE T GARAGE DOOR BUCK ATTACHMENT H1— S' C•W v2' DRYUJAL 1'X4' P.T. NAILER DooR DOOR L E,4 P.T. OR S/47(4• MN SECURE THRU PRAMME 4 EXTEND i-V4' INTO BLOCK UV SAW TAPCONS CAGING MN aHw4c SIZE J46 MN HEAD 612E 300 MN CMBEDMEMf 1-V4' WITHIN & OF EACH ED JAMB OR WNDOW 4 18' O.C. MAX SPACING ATTACH TO 2X PER MANBACTIRES DETAILS. NOTE: 6HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED IM') DOOR JAM TO BLOCK +3/4' OR +5/4" `�ow TO BLOCK +3/4" OR +5/4" 2X4• m SECURE To BLOCK UV 3/W' TAr•CON6 MN SHANK 612E J46 MN HEAD 61ZE 300 MN EMBEDMENT 1 V4') WTMN W OP EACH END 4 W Or- MAX SPACN& 2X6, SECURE TO BLOCK IW/2) 9/16' TAPCONS MN 6HAW SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I IA4•) UNTMN S' Or EACH ENO 6. C U 4 10' OG MAX SPACN& V2' DRYWALL 2X& ® ❑ rX4' eECUISE TO BLOCK P.T. HALER UW2) NIS* TAPCONS MN SHANK SIZE J45 DOOR C,A6M MN HEAD SIZE 900 MN E'=DI'EN, 11/4') WITHIN N OF EAC4 END e IS• OC. MAX DOOR JAMB OR WINDED ATTACH TO 2X PER MAMPACT 106 DETAIL& NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" �wOT► TO BLOCK +1 1/2" 2X4, m SECURE TO BLOCK IW S/IS' TAPCONS (MIN SHAW SIZE .146 MN. HEAD SIZE 3" MIN. EMBEDMENT I V4') WI'MN S' Cr EACH END 4 16' OZ. MAX SPACING. 2X6, 1310 SECURE TO BLOCK WK2) 3AS' TAPCC46 MN 614AW SIZE J4S MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 8' CMU S 4 ' OC. MAX SPACNI W'DRYWALL 2X& Cm eec1RE TO BLOCK TX4' WK2) SAW TAPGONE P.T. NAILER MN SHANK SIZE Joe 'IM' ODD. X 4' MN MN HEAD SON 300 MN 0 MBEDM wT 1 1/4') DOOR CA6I45 USTHN S' OF EACH ED 4 S' O.C. MAX SPACING, DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFACTU06 DETAILS. NOTE. SHIN AS NEEDED TO PLUMS JAMB (DO NOT ED 1/4') DOOR JAMB TO BLACK +1 15/16" n� 0� if TO BLACK +1 15/15" 2X4, m SECURE TO BLOCK V 3/16' TAPICOMS MN 6H4ANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 16' O.C. MAX SPAGNM NOTE: STRUCTURAL 2X MIST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THIRD" NON-STRUCTURAL U11(2) SAW TAPCONS 3A6' TAPCON MN I-V4' MN SHANK SIZE .INS EMBEDMENT INTO BLOCK MN HEAD SIZE JIM MN EMBEDMENAR WITHN 6' OF EA6' CHU 4 IS' OC. MAX SV2'DRYWALL 2X& ®SECURE TO BLP.T. UUK2) !/IS' TAPMN NAILER SHANK SiDOOR CASING MN HEAD SIZEMN 111159 ENWITHIN 0' OP EA4 ib' =MAX SPACN2.DOOR JAMB OR WIDOW ATTACH TO 2X PER MAN►ACTRE6 DETAILS. NOTE, 6NM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/41) DOOR JAMB TO BLOCK +2 1/4" y 1flNDOlf TO HLOCK +B 1/4" 2X4. m SECURE TO BLOCK 10"' TAPOONS MN GHIANK GM J46 MIN. HEAD Sin 300 MN EMBEDMENT I V4') WTNIN 6' OF BAC14 END 4 M' O.C. MAX SPACN& 2X6, cm SECURE TO BLOCK UW2) 3/16' TAPCONS MN. SHANK SIZE 346 MN. HEAD SIZE 300 MN. EMBEDMENT 1 1/4') WITNN S• OP EACH END 6• C U 4 M' OC. MAX SPACN2. y2• DR>t'UWLL 2x: TO BLOCK P.T. UUM 3/1 IWl2) 9/li' TAJ°CONS f T. NAILER MN GHAI•K SIZE .14E DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I I/4') WITHIN W OF EACH END 4 IW O.C. MAX BPACNG, DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +9" @m n* Tn RT CK 4.6Y' 2X4. m SECURE TO BLOCK W/ aft' TAPCCPS MN 6RAINK SIZE 146 MN HEAD SIZE JIM MN V1090M ENT 1 1/4') WITHN 6. OF EACH END 4 ID'Or- MAX WACN& NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON Ctff* E 4 SECinm SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCON& SAS' TAPGON MN 1-V4' MN SHLAW SIZE J45 EMBEDMENT INTO BLOCK MN MAD SM MIS MN VMBIDt E 1 V4') 6. cm 6. OP WA C4 END 4 IS' O.G. MAX SPACN2. 1/2' DRYU4I.L 2X& ® ❑ PX4' SECURE TO BLOCK RT. NAILER WK2) W** TAPC40M DOOR GASN6 MN SHANK SIZE .1" MN HEAD SIZE 300 MN EMBEDMONf I Vt') WITHN S' OF EACH EMBER IW(2)12d WRMN GP EACH END 4 6' TO 6. 2ND 2x SECURE TO 6TRJCTURAL MS' O):M MAX 2X4. m SECURE TO BLOCK W V4' TAPND" MIN SHANK ME JO MIN HEAD SIZE -%W MIN. EMBEDMENT 1 1141) UNTNW S' OP EACH END 4 IS• O.G MAX 6PACIN2, 2)(6, SECURE TO BLOCK U192) V4' TAPCONS MIN GNAW SIZE 146 MN. HEAD SIZE 3M MIN. EMBEDMENT 1 1/4') UNT14N S' CP EACH END 4 IS' = MAX SPACN2, 2X& SECURE TO BLOCK WK2) V4' TAPCGN6 MN SHANK 61ZE Lib MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN S• OF EACH END 4 16' OZ. MAX SPACN'1 6• C"0J 1/2• DRYWALL 1'X4' P.T. NAILER T/IS' OSD. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAW.& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" @=a TO BLOCK +3 7/16" 2X4, m SECURE TO BLOCK UV V4' TAPCONS MN SHANK SIZE 346 MN HEAD SUE JIM MN EMBEDMENT 1 V41) UTWIN W OP EACH END 4 1M CZMAX SPACN& 2x6, SECURE TO BLOCK U►TU V4TAPCONH MN SH.A"W SIZE J45 MN HEAD 61ZE 300 MN E•BlDI'B4T 1 V4 ) WTUN 6. OP SAC 4 END 4 IS' OC. MAX SPACING. 2X& 1201113 SECURE TO BLOCK UW2) VA' TAPCONS MN SHANK 612E .145 MN HEAD 61g 300 MN EMBEDMENT 1 V41) UITHIN S' CF EACH END 4 *'Or- MAX SPACN2 NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROWN NON-STRUCTURAL SAW TAPCCN MN 1-1/4' EMBEDMENT INTO BLOCK 6' CMU V2' DRYWALL Q PX4' P.T. NAILER I' P.T. X 4' MN 1'�Jf� DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER P-~ACTUNES DETAILS. NOTE, 8141M A6 NEEDED TO PLUMB JAMB MO, Not EXCEED Vol') DOOR JAMB TO BLACK +3 3/4" 011 TO BLOCK +9 3/4" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.Kom AA #: 0003325 J h k 44 s 2 A svanRv. lk LAT: ABBOTT PARK LOT #16 BLK #13 PHASE #4B PLROJECTHp 4 81.04B-161 1 MODERA 3EEB "2260—ELSTON" GARAGE gVrMO: LEFT PAGE: DETAILS 160 MPH EXP. C 01 RCUIV A AM AR NO 93 ppmT DATM 10/26/21 SCALE: 1/4"=1'—O" si;EET D3 PREPoR•ED CONTROL JONT PLANSE OF CONTROL JO" id cE WIRED TRW TO LATH 6 S' . OL. MAX (VERT.A NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P 6TIID 0076 SEYCID EXCEPT OmAmme WV SE�HA TO.". DOWNS I1ISTALL.ATION —\ FA61001 T TO CIE M •TOG MAX VERTICALLY / I' THICK 1 COAT COMEW PLASTER UPS, LAYER •2, FORI'PISER SUU,DNS PAPER APPROVED METAL LATH FASTENED 01• (VENT! OL. MAX AT 6UP90Ri6 UAES LAYER 9, STUCCO WRAP WOW 614EATNNS LATH SHALL NOT y,ol. OE CQ4TNKXI6 s• ra e• r *o s• CONTROL JOINTS MIT 6141ALL 016, f 6TOPPED Yb TER Ai EACH SIDE. FOR CI06i P 10V 09 7X4 SLOOKINS \ PLACED PLAT MAX. 6• TO 6• NOTE,\ - / C40NTIIOL JONT PAL 1 A ON STRUCTURAL STUD L PA6TEMERS POR LATH TO EE NAILS OR ,i STAKES N COMPLIANCE Wy A67M CV63 2. WINE TIES TO W (NO. W 00416' WRE 3. ELOCKINS SNOW( MAY BE N ADDITION/ TO WALL. STUDS REdWRED PER PLAN \ OL--.Pr.A O LFOLD MEMO. PT.A • 1�1aL�n • OtHOLD NWYO. ® LMOLD—.PT.A PLA L OaAet b PT. 6 L ORPAY . R. 6 L CIEWU . PT. C 1. OIEAr . R. C 4. FOLD M. C OAR PT, 6 TLL PT. O maIIDN ® noTt4'I tLAMN Ti • O� O • T* IWHaT "'N0t a1.Tea TIAMT MAL FOLD. OQ 6m art. p TWOK s GOAT COME T PLASTER RRAFSA VY 9 COAT CYER PLA&W (CIPW (IRS LAYER 4, RMTPSIER SUILcM PAPER mwe ear) END LAYER 9. &To-= URAPm mu CWT) WL NJMOp p&]L NNALL lux 11 Y 111111 AT •ORae C1 9701 1 •M.L NIMYECTO.6 Nam, APPROVED SUU.DNS URAP !MALL M LAPPED A MNSIL" OP 6- a VERI1CAL LAPS (ROLL ENDS) t 6' a HORIZONTAL LAPS, ALL S7— TO DE TAPED LATH VEIRTCLL LAP TO M I' WTM PMATNNS TAPE / IT' 4_ METAL LATH UM LAYER 9, eTucco uRAP LAYER -2, b' Mel R A qU Y / \ DUILDIINi PAPIPORTPBIER/ r nN LATH LAP,+• ovl:R ALL LAn R LAP 2 6uLerIlvJ•. VERTICAL LATH & PAPER DETAIL Saco •FEATI 606 OF METAL PLASTER SAM$ •MALL SE SECURED TO SUILDI PRAMNS MEM WA PAPEP THEY 6MLLL M TOM BETWEEN &J"-ORT6 W rW CA415-K (lT1-1,111.0 6T= WIRE AT INTERVALS NOT Mom THAN S' e2n MHz AS PER AeTM CI061. ® KICKOUT MR PAMOF15AM DETAIL NY LAYERSTEARS MAY W PATCHED W44MM ~TAPE PER I'INJIJF. MCC. OR PSL 4 sirx m 4714• SELF-AD4ERNS ME 49RANK LASMNS (COMPATIBLE W( MOUSE Y THICK S COAT CEMENT PLASTER METAL LATH WRS LAYER •J, PORTPINIM EWILD043 PAPER WRD LAYER 9. 6T000O WRAP ?STEP 02 WAS LAYER •J, PORTPEER SUUJO616 PAPER PETAL LATH WXW SELF-ADIIRNS MIMM ORME 6MEAT11,04 INSTALL PA6TENERE (CLIPS. - MOUSE II W. WRAPS, STAPLES) AS PLASM6IS TO EYTBb ONTO MbeE REQUIRED TO SECURE PIPE/ WRE TO PRAMNS 4'x4' 6ELP-ADI$RNS MEMBRANE -9 ILAyINS pyER APPROVED MOUSE URiP. FL/e641P,I& TO EXTEND ONTO PIPE W COW. BEAD OF SEALANT IIETALL APPROVED HOUBgSiAP AIR . •FILTRATION SAPOMPt OVER +TM P!E WOOD SHEATHING OR CMu WRB LAYER 'I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 1 TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTNUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. SECTION E>Ir1 rlwRlarxTiierllm Exterior use of portland cement plumber shall comply with tle appfosdon requirement. of ASTM C 92618b. Installation of exterior lathing and fremmV shall comply with ASTM C 1063.19., of ASTM 1787. LEGEND Or DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO I-...,�7 WOOD OR 7/1&` ZIP WALL SHEATHING ®� SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1.441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abde9Wigrcup.mm AA It: 000332E h MINE g 5 � R mumiv. ec EAT ABBOTT PARK LOT #16 BLK #13 PHASE 4B P1oj=Tp 04181.04B-16131 MODBU 3EEB "2260—ELSTON" GARAGE ISWUM: LEFT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL 6' SELF-ADI4ERING MEMBRANE FLASHING OVER TOP, SIDE(6) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLA6NIN6 TO BE, L BOTTOM. 2. SIDES. & TOP VENT CAP 16 TO ISE SET IN BED OF SEALANT AT TOP AND 610E6 ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROI'1 JOINTS. X` E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL r..�: JONT6 AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALLD& A'CAULKING* JOINT I I ALL AA I I PER SECTION I I E)dwW b0no and 016eEednp BACIG:R RODI Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. � AX. I' Installation of exteriorlathing and framing shall comply with ASTM C 1083-19a, orASTM 1787. URB LAYER 'l,..X . 6TUCC0 WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT ( FRAME) r SHEATHINGAYER N,OAWIDER ING PAPER CON6T 'METAL LATH 6' CMU VINYL CASMG BEAD W—WINPAISEDBANC, 6' WIDE STRIP SELF A014ESIVE FLASHING, CLEMI MASONRY BEFORE APPLYING Z FLASNM6 STOVE VENEER OVER SCR.4TC14 COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER MI, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1&' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP A SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F B DRYER VENT ( BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THIROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUIF. SPECSJ BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N T.S. ELEC. METEF VERIFY LO N1�Gfi I V I�Lf.yCl V L STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRES LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ns' TO 7(y' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS UOOD GONSTIRUCTICN 6' CMU WOOD SWEAT10.4 WRS LAYER M, STUCCO WRAP W RB LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH TO WOOD STRUCTURAL It • 1' OZ. MAX FLA6HMG. CLEMI BEFORE APPLYIN HORIZONTAL WEEP SCREED (FRAME TO BLOCK S' WRB LAYER 01, STUCCO WRAP STEF 05 STEF No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdesigngroup.com AA 8: 0003325 y c Hi S S1t1LT8D2V. It LOT. ABBOTTPARK LOT #16 BLK #13 PHASE #4B PROJmCTN 04181, 4B- 613 MODZIA 3EEB "2260—ELSTON" GARAGE 8WWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. J, 07 A R 10/26/211/4"=1'—O" A2 EXT. WOOD FRAMED WOOD SHEATHING WALL WRB LAYER 1, STUCCO ).RAP SUB -FLOOR DECKING WOOD WRB LAYER 02, FORTIFIBER COWTRUCTION BUILDING PAPER PRE-SWGID TRUSS is HAT CHANNEL i' THICK, 3 COAT CEMENT HEATHER RESISTIVE ' TYPE 'X' DRYIWILL PLASTER BARRIER 1 6' 6AF. • TOP OF WEEP SCREED HEATHER RESISTIVE . TO SHEATHING BEWND WEEP 6CMED BARRIER -2 HOOD 6HEATHMG �`� 4' POSITIVE DRAIN i' THICK 3 COAT CEMENT HEED SCREED PLASTER METAL LATH r 1 UAKEB LAYER , STUCCO WRAP ,, - \ WOOD SHEATHING THICK 3 COAT CEMENT PLASTER 6' SELF-ADHEREMG �AM66-WRIZ-180 CUSTOM CASII�r, BE` i : i FLASHING WRAPPED ;:' �` ``� • TOP OF WEEP SCREED TO SWEATHINCs BELOW ' WRB LAYER M, �� 4POSITI E DRAIN 1 }? � STUCCO WRAP HEEHEEP �lEEEP fit$ WRB LAYER 02, FORTIFIBER 4 BUILDING PAPER (SHOWN FOR SEPARATE A `•. �, ,.t .;• ;:. r 6' SELF-ADHEREMG URB LAYER 1, FLASHING WRAPPED STUCCO WRAP • COWER OF CANTILEVER CUSTOM CASING BEAD 1 W FOBITIVE DRAM 1 i IICCO MCG6P1 NO GAP N FIELD —1 (SWCM FOR CLARFICATICN OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.0 CANT. SCALE, 11/2'.P-4D' NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-8471-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD 0"7114)0TION HEATHER RESISTIVE BARRIER M I RESILIENT WEATHER HAT C*IAHNEL BARRIER RESISTIVE �-- i' THICK, 3 COAT CEMENT PLASTER „ 5/S' TYPE 'X' DRYWALL METAL LATH WIITEXTURED 4 PAINTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT (2) 2xI2 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAM year SCREED VINYL CASING BEAD NO GAP M FIELD /6WO N FOR CLARIFICATION O° SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON HEATHER RESISTIVE BARRIER '1 HEATHER RESISTIVE BARRIER h VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER 5/8, TYPE 'X' DRYLLALL METAL LATH W(TEXIURED 4 PAINTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER VINYL r40sesR BEAD VINYL CORP. 4' POSITIVE DRAM nas:P fias mn V�L���� �FILDIN FOLD (SHOWN FOR CLARIFICATION O° - SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL i' THICK, 3 COAT CEM& PLASTER VNYL�R�� @pAART-ILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER "i, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR '1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING FN16H LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK DRIP EDGE TO DECK I JIJW %' P.T. OR SIMULATED WOOD (TREX) FILLER, CONTINUOUS WATER PROO°MG let' LAYER (2 LAYER PEEL STICK) WRAPPED FR M / BALCONY DECK TO 0/ CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK—, I )S'XI %' P.T. OR 6011ULAT WOOD (TREX) FILLER CONTINUOUS Y: GAP FOR BACKE_13/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) W/TEXTURED 4 PAINTED FINISH ' i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD -� 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)S' MIN. SPACE FROM DRIP FACE TO TREX ):GP FOR SACKER ROD 4 SEALANT VINYL CAGING BEAD WEATHER RESISTIVE £. BARRIER 1 WEATHER RESISTIVE z BARRIER 7 DECK , EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF E SEALANTA' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 1 (SHOWN FOR CLARIFICATION OF . SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A x—x—x—x EDGE INSTALLATION COLUMN SHEATHING )FATHER RESISTIVE BARRIER M �y WEATHER RESISTIVE BARRIER r2 \ �Q PEEL 4 STACK I )f'Y3' V FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 K' X 3' 26 GA GALV. METAL DRIP EDGE ): GAP FOR BACKER SET M FULL BED OF ROD 4 SEALANT SEALANTjr MR SPACE FROM DRIP VINYL C.ASNG BEAD FACE TO TREX WATER PROOFING slsl t LAYER e2 LAYER FEEL' 4 STICK) PEEL 4 $TI SUB FLOOR - WOOD SHEATHING CONTINUOUS Y: GAP FOR SEALANT OPT. SACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER HEATHER RESISTIVE BARRIER M HEATHER RESISTIVE BARRIER 9 -XTERIOR COLUMN COLUMN SHEATHING 6' SAY. 11(j'x3' 'L' FLASHING FULLY EMBEDDED IN RO` OF CEMENT I )S' X 3' 26 GA GALV. METAL. DRIP EDGE SET IN FULL BED OF SEALANT, A- MIN. SPACE FROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED VINYL C40MER —/ / (SHOWN FOR CLARIFICATION OF YINYL CASNG BRAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION R COLUMN / W /"T." V T.ACT-TTWr_1 2x FRAMING MEMBER STUCCO WRRAP THICK, 3 COAT CEMENT — — — — — PLASTER WRB LAYER'S, FORTIFIBER BUILDING PAPER- 2 I/2' CORNER BEAD FASTENED TO SHEATHING 11- O.C. MAX. METAL LATH Rj' THICK, 3 COAT CEMENT ry PLASTER ' WRB LAYER 01, HERING r. STUCCO WRAP FLI WOOD SHEATHING METAL LATH DRIP GAP WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FLANGE 14ACORNER BEAD ® FRAME * 2 1/2' CORNER BEAD (FASTENER 4 SPACING * 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � 7��CORNER BEAD � BLOCK SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH LODED J' THICK, 3 COAT CEMENT FOR PLASTER WRV LAYER 1, STUCCQ WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE �L 1cJB CASING BEAD ® WINDOW (FRAME, NO BAND) L 1441 N. RONALD .REAGAN LVD. LONGWOOD, FL 3275mPH: 407.774-6078 F4m-8 wAdesigng #:00033 �loom r I � U f C X aysa><v tk LOT: ABBOTT PARK LOT ##16 BLK ##13 PHASE #4B PROJECT# 04181.04B-16131 MODEL' 3EEB "2260—EISTON" GARAOa 8WINO: LEFT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C N2 PMNT 'I DATM 10/26/21 SICA M 1/4"sl'-0" axEET WA3 WOOD SwATNN6 A' GAP TYP J' THICK 3 COAT CEMENT CASING BEAD PLASTER TD TRIM METAL LATH WRRB LAYER R, 6TUCCouRtaP 1X TRIM MEMBER WOOD SHEATHING B STUCCO TO UM LAYER-2. PORTFIBER SIDING TRANSITION WRS LAYER 02, FORTFISER - eu4 oNG PAPER i UPS LAYER 01, WOOD 8FEATIHMCs SIDING STUCCO WRAP METAL LAT14 ? ?WICK s COAT CEMENT i WRS LAYER V, FORTIFISER PLASTER i BUILDING PAPER - `%IELP-ADM! METAL LATH )777/7/77777 FLASHING, V14YL ANGLED EXPLODED J' THICK, 3 COAT CEMENT UM LAYER *I, LAYER -I, STUCCO STUCCO WRAP STUCCO U#tAP7...r—., CAS el �EW FOR PLASTER CLARITY) ___1 ASING BEAD DIEPeAP -ADI-EREII WINDOW FLANGE END , FLASHING OR PEEL 4 STICK cLOA u' RRA%r VM'L ANGLED ` SIDING TO STUCCO roar= wcen WIRE LAYER-1,.O"IBBR dl1r LDJ1\JG PAPER 18 CASING BEAD 'LATH (CROSS SECTION) FETAL R.bTTEERD COAL S'SELF-ADHERING f! O@U DCONSTRL=1014 UIOCD "ATWINS WEATHER W616TKM DRIP CAP BARRIER -1 WNDOW fLAN66 i BARRIER RESISTIVE CASING BEAD ® WINDOW X?`!l�`°1DM1° �r (FRAME, W/BAND) `,�,,WW1Q' IUNATWER BARRIER RESISTIVE STARTER &TRW- / \\ �\ WE�ATNEER RESISTIVE I \�\ 6R ►-ADHERING UIOOD SHEATHING \ — aALw METAL _ Guw T ETAL Z' RASHM6 _ 'T RA8HNG METAL LATH WOC+D6YRM hIFIBER ': - � WM LAYER -1, STUCCO WRAP WOOD SHEATHING CAMNG tAIPF"OVED XWS"LATED WRB LAYER 7, fORTFIBSiR w C4JILDMG PAPER I I '� ` tRW'I MEMBER THIG(3 COAT CEMENT i WRB LAYER M, \ y / SEALANT PLASTER i STUCCO WRAP ?a CAfifft WRB LAYER 42, FORTIFIBER VINYL ANGLED BUILDING PAPER SIDING TO STUCCO c4aNGEW<dD ' METAL LATH ® BLOCK TO FRAME VINYL CA&W, MAD TRANSITION !EXPLODED THICK, 3 COAT CEMENT vEWPOR PLASTER CLARITY) L NOTE: METAL LATH: LATH TO BE PER SECTION CASING BEAD ® RAISED R103.1.1 / ASTM C-841-14a, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL ry BAND (FRAME) LATHDOES NOT MEET SPECIFICATIONS) 1 (A SCALE, 1 V!'-I'-m' �'W1T00DTgUGTIQi \ WORD CON6TRJCTIGN V BEYOND ���-ADHERING WOOD GWEATNMYi WOW 614:-ATWING �BAIW RIRR816TIVE URATNER RE6I6TNE 1 \ BAIAE R o LTAP O4RRER R , WEATNER RESISTIVE ot W MIN. ABOVE TOP WEATHER RESIOTNE BAR R 7 / OF Z' RN AGWG �jBAREER 9LL X 1 yv�..4LLAP 61DNG N/ li U ` I^1F..6bTVR BOARD BATTEN FL•SEWS 6ELF•ADFBO BARRIER V SKI LNG f WEATHER 0261 E RA6FIING �\ / UBA� ER,SBTPA STARTER STRIP ' \� �\ 11JEAT.WN NE!I STARTER STRIP BANNER VI �I `` � R ifi5ift ORI \ \ \ R MAD44 RN6 \ _ H GALMETAL dAL.V'D METAL \ /� ' / WEATlR RESISTIVE OR BAR CiALV'D METAL ',L' RABNWX- Z' R46WNG ER R TO LAP Z' RA6HNG UIOODS�TOP 0 OF Z RA�6WNS R ` MEWL TEp NARDE TOM PER E.Z ePLa x vc TRIM t'lMOIA R ELEVATION : � . � � � fu196' REXIBLE PVC \ / I X 6' S CASMBAtJQR ROD) \ r - 09142 ONERWWG /*OR eELP-ADHlIRN6 I , IRYWNGWARDIE TRIM PER RASNN6lLEVATbN TMIr1t COAT \\ a I oR SEALANT uE +�SbTETRI� BwAuwcb4: }... HIE WALANT �SI6TIV! SEKCCdZ.CASILA WEATWER RESbt1VE B-Z BEAD VNTL cJertW6 OEAQ BARRIER -7 f " E P✓C SIDING TO STUCCO SIDING TO STUCCO C� BLOCK TO FRAME ERReasTN! BAR ® FRAME TO FRAME �IeR a 24 TRANSITION 9 TRANSITION SEALANT WINDOW FRAME 2X FRAMING MEMBER J' THICK, 3 GOAT CEMENT PLASTER METAL LATH a. . _• _ _ WRB LAYER e2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (Wl%* FLEXIBLE PVC BACKER ROD) WRLAYER 01,, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY )'4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT—� , / TO WINDOW /--METAL LATH (FIBER WINDOW FRAME-- I BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE \ E-Z BEAD VINYL CASING 2X FRAMING (Wl%' FLEXIBLE PVG BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP \EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 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 — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 w .andes!gngroupxom AA 4: 0003326 MIN to $ kak 6 q 6 RR � >sttmm a LOT: ABBOTT PARK LOT #16 BLK #13 PHASE 4B PROJmCT# 04181.04B-16 3 MODZ 4 3EEB "2260—ELSTON" *A1tw0E ownai: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 07 D w p 10/� QOwLE: 1/4-=1'-0- aHEET WA4- CARELDSETA NNKEERNGTHEVENTPROPERLY 4 S"AND117' SHOWN IN *'GALVMAFD ALIGNED. VENT PIPE IS SEALED IFUTUZEO. NALNFLACE USING 1-- NAILS AT EACH CORNER. ROOFING CEMENT SHOI1Lp SE AFVUEDTOALL SHNGUE SDGES NEAR THE PIrAM7M4 CUTOUTTHEGOOSENECXVENTCPENINGNTHEROOF OUTER EDGE MID MOUND THE ENTRE PERIMETERAS RED OMMENOED IN SEVERE WEATHER COASTAL SHEATHING. SIETHEOPENING INACOORDMCEWRHTHE CONSTRUOTION20NES. HART SHOWN. N THE EVENT A MECHANICAL VENT FAN IS USED, S¢E THE VENTOPENING IN ACCORDANCE WITH VENT FAN MANUFACTURES PIPINGCORNELTON INSTRUCTORS DO NOT OIT NTOTRUSSES OR RAFTERSNMEN CUTTING THE OPENING IN THE ROOF. RE� NTERFERNG NAIb M WNO Tfr ENINGE OF THE VENT lAY3 FLIT TO THE ROOSREATING. SIYIE OFT ETEROF THE OPENINGSOTUTTVENAINGSUCE 1 THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES ALLOW THE EOTTOM VENT FlPNOESTOLAY W I I THE TOP OF THESINGLEE [ o ROOF HOOD VENT DETAIL CUT AT. IWOPRP/SD HOUSWrAP OVER SKMNW OVER UD STD MALL STEP 1 INA)LM PLANW AT JAtM EMEND FLASNAJG I• MELQI SELL \7/\ FLDIIMIt PLAbNNS DO NOT MAL N TITOM PN STEP 6 TEMPORARILY POLO -LP A SEL HOME~ (C TUCC PLAP UNO At MEAD PM AT OLOJAPINS 4 SLOE SILL R MTALL S' SELF-AD141010 G PLASLI OVER VM'L HEAD !LAMING AWN SO OAMS)NALNG PLANSE NSTALL VNYL CAP STEP '7 ASPHALT PLASTIC CEMENT MOLDEDMOINDSASEOF PRE AND OVER FLANGE ALIGN FLAMNG 4V W. EDSE O SILL RO. MRfA W CA I Y NOWN, (CM NAILS. STAPLSS) INSTALL C~ PLEMIRAP AS n PLOSIMS AT TINT PLUMBING VENT DETAILS 4'PLY i' NOM- X'MIN1Cb READ )P SEALANT AT Al ft AND NEAP e 44-LY TO MACE O AOM NALM LAMW NLOW AY TAUS OR SLAM. TIDE ADFSNIVS - DGeLE PLANTING NR OW CAP ECTQ'4RAP 10") WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 4- STEP 9 Amilk ArrLr MEFIIRN! FLAMING l OVMe k . WIDE VALLEYFLASHNG 5 W OR HEAVER FELT UNDERIAYMENT ASPHALT ROOFING CEMENT V�OE�TNERSNNGEENDSHNGL ST IT'SONiCENTERLNE EOGFF ATC DEGRE FROM VALLEY CENTERLNE blm I. ITM CONTACTOR! WWOI"U.TY TO VERRY ROOF VALLEY DETAIL WO 4MOPALL PRDD1IDTs NCLUDNS TIME C CM MIW. AP. MALAALA NTS A MLMADWRNG SCALE, WE PLA"M MATLMALS WED DIN" C"TRIJCTICK . WALL ALL MATMIALS PL°R MANIAIACnRERS 4RITTEN SPECS.ICATICNS .CAL O MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEM AND SEAL JAMS TO GILL JOINTS WITH DOW M FOLLOWhYs COMPLETION OF EMEItlOR RETROFIT WORK REPAIR SCHEME SHOUN SHALL BE MPLEMENTED AT ALL WNDOIUS WITH EVIDENCE OF WATER MTI®1SO4 SELOW 714E WNDCW OF'ENNO EWEMOR PERMETER OF WNDOW WITH NT APPLY OM 4W f0 EOUAL) SEALANT N WFDO4YGM JDNT PLUID APPLlD PLASNNG [LAPW WIITE-SEAL RC-01 CR EOIIALI SLOPE SILL TO DI 2. PLANINS AT EXTERIOR UROOW AND DOOR OP4N0106 SMALL SE NSTALLM N ACC 04%,01GE YTFI M~ACTIASER'S INSTALLATION NSTRUCTOINS AND APPRI MSTI4= U OF PMC RTOAA U N ACCOIOA1,107 MITI. PSN"?MATION WWFACTUPM" INSTALLATION AND PLASNP'C wTRIcTIOW, 41S13IM& S ANTS MAY REACT ADWRRILY P NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS aysa:v. at =Ioa: ABBOTT PARK LOT #16 BLK #13 PHASE 4B P1toJECT# 4181.04 - 6131 moaar� 3EEB "2260-ELSTON" GARAGE 8WIN0: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C A AR NO 93M D TM 10/26/21 aCALAM 1/4"=1'-0" a WA5 I' ' ` 1/0' TEXTURED FNISw . WOOD. --------------------------_--_---- � 1/7' T14 * CH D 2x6 SUB-BANb FNIEH N W/1'x4' NOTCH ® METAL LATH r— - - - - -- -- END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP ;� WOOD 94EATHING I 1" OR cm DRIP EDGE UM LAYER 01, STUCCO WRAP(PRAME ONLY) ' WREI LAYER -2, FORTIFIBER 1---------------- ----------- ------- ---------� I BUILDING PAPER e ✓ - 1/8' TEXTURED I \ (FRerc ONLY) FINISH WOOD I \\ 2X6 SM BAND 1/2' TEXTURED \ RooFIN� CEMENT FINISH ® CMU / \ DRIP EDGE \� METAL FASCIA \\ * 1 METAL KICK OUT WRAP Ya' FROM \� t STUCCO, I' FROM \\ `------ ----------- WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED �\ \\ FOR CLARITY ROOF DECK (BEYOND) ®ELEVATION ®PLAN A �--- DRIP EDGE, I OFF WALL (NOT INTO STUCCO) —1111/8' TEXTURED FINISH m WOOD, 1/2' TEXTURED FINISH * CMU ,, 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-C' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND WA4'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3 SUB BAND DETAIL ® WALL W/KICK— OUT IME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Yd ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY DELI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.addeslgngroupxom AA M: 0003325 a $ a D � 10/28/21 ISCAm 1/4"=l'-0" e WA6 FOUNDATION NOTES iL-W W 2'-1" 101-0" I T-7` TEA 28'-2" 3'•8" Ow SLAB TOP OF �I SLAB I~ XTEND — — — — — FM-16X18 SLAB 1 1/2' 13'-0" 12'-r i� i �4" PVC CHASE I� 00 TOP OF SLAB l 8. ZZ N I UP TO 2ND FLOOR w li U m 4 I 6'-5" r ' (FIELD VERIFY r%/ EXACT LOCATION) a Ii O 9 dLL I L------ C A 1 B X 12 ,. s— I <V . I -18X 12 r' 11 I J X 23d 78" —-- N sQ WA 12 EXTEN C .1 SLAB 1 1/2D" "18 5/2II FM-18X18� 3-4" 114'-8 3 CONC. m SLAB m I W I3.LLI 'FM•16X18— I OJ I J I § m I rim I LLI 4 L — FM-i8X18 — — Tv 2'-10" '-4" V-4" '-4" 21'-8" 29'-0" FOUNDATION PLAN SCALE: 1/4" = V-0" -EXTEND SLAB 1 1/2" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +40'-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 12" 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 WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EINDICATES #S BAR, UNDICATES #6 BAR, IIIIIDICATES #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 (lam 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 2,00(PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #SS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES W ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402RI02.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE 94 ACCORDANCE WITH TMS 402/802-16, USING: Pm = 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, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6.6 W1,4 ffl.4 OVER 3 12' 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME BIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-16x18 16' CONTINUOUS 19, (2)#5's FMC-16x18 IS, CONTINUOUS 18" (2)#5's VARIES TEA 8" SEE PLAN 8" (1)#5'sTE-2 17, SEE PLAN 10'(2)#SoF-24x24 24" 24" 17' 1(2)�s (2)#5'sF2-24Y24 24" 24" le, (2)#VsCW-18X12 16" CONTINUOUS1(2)#5'sCAC18X12 18' CONTINUN. 12" (2)#5's #51N CURB VARIES Ft-30X30 30' 30" 17' (3)#5's (-)0'A" F _2024 24" 24" 12' 1 (2)1I6t (2) #5's (-)0'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327150 PH: 407-774.6078 FAX: 407-774.4078 w .abdesigngroupmm L AA #: 0003325 , W ib 4 O ~ rr e S CIQ A svanlV. & LOP ABBOTT PARK LOT #16 BLK #13 PHASE #4B PltGJECTM 04181.04 -1 13 MOODY 3EEB "2260-ELSTON" GARAOZ DWING: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. C MIN. EACH WAY MONOLITHIC FOOTING v STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • .•oy �_ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS $ �I'� CELL SEE PLAN FOR SIZE A ND SPACING REQUIREMENTS R ���••'. v�• • �� ++ _ Iq. �.�L•, �,.,—,.'r._ GARAGE DOOR RECESS � � w FM •, oogg 8" CMU WALL 8" CMU WALL .. CORNER BARS, SAME SIZEAS LARDER BAR IN FOUNDATION WITH 80' '9' w B• m v •) LEG EACH y . .. - '47' .. .. TOP OF SLAB ~�~ TOP OF SLAB B WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. ISCONTINUOUS "a~ • MATCH AMOUNT OF CONTINUOUS BARS al • •I.. ?k CURB FOR • • a' EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) #3 18" .... �Lij !. EXT. PORCH SLAB SCHEDULE TOP OF GARAGE SEE SLAB' 4" CHAMFER (ISTORY) I� v. CONTINUOUS STEEL MONOLITHIC . I FOOTING REINFORCEMENT SEE SCHEDULE •' I UN NITS SET /:p AT ELEV: W/ 1/2" ISOLATION , JOINT (WHERE • • e" CHAMFER (2-STORY) W 24" W/ 1l2" ISOLATION -.• 8" CHAMFER (2-STORY) )• 0'-0' APPLICABLE) i SEE SCHEDULE 45 30" JOINT PLICAB ERE • i APPLICABLE) 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 9 FOR MD, BAR sIZE #6 36' _� FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST i AND BAR QUANITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 EXTERIOR MONO -FOOTING %��EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3l4"=1'-lP SCALE: 3/4"=1'-0' @ GARAGE �� CORNER BARS DETAIL DOOR OPENING 4 6CALE: &4"=1'-0" SCALE: 3/4"=T-0" (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL LAP TOP PLATE A MIN. OF 48" 8 CMU NAL W/ COMMON O o. NAIIL LS, 2I ROWS 4" O/C VERIFY HEIGHT *4 REBAR ®24" O.C. (� CENTER Of � LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP 4 O Q I ( NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE STM. PLATE SECURED W/ 2- PART 1/2"xB" WEDGE ANCHOR W/2' TO BE PT. PROVIDE DEL TOP WASHER SET IN HIGH STRENGTH 2" CAPPED gg 5 I EPDXY. MIN. EMBED PLATE EPDXY 5-112" EMBED. MIN. 0. IV' OC GALVANIZED PIPE ., d B", UNO X. SIMPSON SPH4 OR SPHB MAY, ' 4' W/FLANGE @ BASE i B FOLLOW ALL MANF. BTM AND TOP PLATE y Ittt ¢ 4" CONC., REINF. W/ SPECIFICATIONS FOR I ANCHORS W/ 10d x 1 1/2' "x6" #10 VAMM ON 4 = 0 USE AND COMMON NAILS FILL ALL 6-MIL POLY ETHYLENE M 0 4„ 4• PREPARATION OF HOLES, DO NOT USE 10d ✓� W VAPOR BARRIER ON HOLE. x 3' SLAB SCHEDULE WELL -COMPACTED SECURE FLANGE TO . • CLEAN FILL TERMITE SLAB W/(4) 1/4" X 2 1/4" [SEE 1J TREATMENT SHALL BE a TAPCONS e• �y�O TOP OF SLAB . 4 u BORA-CARE `. a • 2) CONT. 14 REBAR 4" CHAMFER (1STORY) c. • F 6" CHAMFER (2-STORY) l --- (2) #5 REBAR ON CHAIRS 12" MIN. DEPTH INTO 2.000 PSF VIRGIN SOIL OR 85% SEE SCHEDULE EQ EQ FOR M0, BAR SIZE VIRGIN OR ENGINEERED SOIL COMPACTED SOIL SLAB HEIGHT LESSTHAN 3'8' � pER PLAN ADDING BAR TO INTERIOR CURB FOUNDATIONANWOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION SCALE:34"=1'-0" (W/ UPLIFT) 6 FOOTING W/ BLOCK WALL SCALE:34"=1'-0' SCAlE:34"=7'-0 1 A SCALE: 3 4'=l'-0" LAP TOP PLATE A MIN. OF 4S' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" 0/C BTM, VERIFY HEIGHT LAP TOP PLATE A MIN. OF 49' CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON SPACING REQUIREMENTS NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT EI LAP TO OCCUR OVER STUD OF WALL PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z _ dd a BTM. PLATE TO BE PT. WALL W/ SVP No 2 STUDS SEE PROVIDE OBI. TOP PLATE SECURE BT. PLATE TO SINGLE PLANS FOR SPACING. SINE SECURE BT. PLATE TO w Q SLAB W/10d MASONRY BTM. PLATE TO BE PT. SLAB W/10d MASONRY NAIL ^j O NAIL 12" O/C STAGGERED. PROVIDE DEL. TOP PLATE 12" O/C STAGGERED. o'w ADDITIONAL METAL ADDITIONAL METAL �, 8" CMU WALL CONNECTORS NOT CONNECTORS NOT // POURED LINTEL CONT. (TYP.) REQUIRED WHEN NO REQUIRED WHEN NO 8" CMU FILLED CELL (TVP.) ��—� TOP OF SLAB b �--. UPLIFT IS PRESENT. y UPLIFT IS PRESENT. ' •- W SLAB SCHEDULE 2X WALL FRAMING ..-:. SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS S' [SEE SEE SLAB SCHEDULE i tl MINIMUM EMBEDMENT INTO TOP OF 9LA13 i "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX 70P OF SLAB 'a• = --.R� POURED MONOLITHICALLY WITH `�-=+�-�-,_4 + . „ '•-- - - FOUNDATION AND SLAB . A• • ° ..• •' lT SEE SCHEDULE 4 . FOR WAD, BAR SIZE / J ° . AND BAR QUANTITY SEE SCHEDULE ,AL EQ. EQ. SEE SCHEDULE FOR MD, BAR 8IZE SIZE AND BAR QFOR WD, BURANTRV COMBINED EXTERIOR MONO- INTERIOR FRAME BRIGWALL TO U AND BAR QUANIRV FOOTING AND COL. PAD An BLOCK WALL CONNECTION 8 INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 9 SCALE:314'=V-LT' (NO UPLIFT) L� BCALE.3/4„-,'D" 11 SOALE:34"=1'-0' BCALE:-'=V-0• (NO UPLIFT) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 , _ fill C A ti CFQs O C auDDIV. & LOT: ABBOTT PARK LOT #16 BLK #13 PHASE #4B Pn0jzcT# 04181.04B-16131 MODZU 3EEB "2260—ELSTON" OAItAOS STIMO: LEFT PACE: DETAILS %160 MPH EXP. C PAVERS TOP pF gLgg�' >A SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1!2'=1'-a' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT EI LAP TO OCCUR OVER STUD OF WALL PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP W 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TBE OP PROVIDE DBL. TOP PLATE 1/2"xa' WEDGE ANCHOR WNZ' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. Q 16' SIMPSON SPH4 OR SPHS OC MAX BTM AND TOP PLATE ANCHORS W/ 1Od x 1 11T COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x S' -SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANRfY INTERIOR FOUNDATION WOOD WALL 5 SO ALE:(W/ UPLIFT) MIN. 10' TJREADW�E.. i4 REBAR (TYP.) TOP OF SLAB 1 /2" RADIUS OR CHAMFER Zr m Q , EXTERIOR STAIR DETAIL SCALE: 1/2"=1'-a' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS - B" CMU WALL SLAB SCHEDULE ° \��• • it °�:..°/ SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANT[TY r,11NTERIOR CURB FOUNDATION CMU WALL STEEL REINFORCING IN GROUTED a CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS Q % 8" CMU WALL 10 Z _ TOP OF SLAB EXT. PORCH SLAB (�J•� , SEE SLAB SCHEDULE 4" CHAMFER (I -STORY ) BAR SIZE 48 BAR DIA Z W/ 112" ISOLATION 6" CHAMFER (2STCRY) 1 1 Y' M JOINT (WHERE a #4 24" APPLICABLE) ATCH STEEL M5 30' 6" PVC CHASE REINFORCEMENT PER SCHEDULE #7 THRU FOOTING #7 42' 42 SEE SCHEDULE FOR W D. BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 6 SCALE: 3/4„=1'-a' 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE REINFORCING IN GROUTED EE PLAN FOR SIZEAND G REQUIREMENTS VCELL 8" CMU WALL SLAB SCHEDULE R SLAB °• SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL 4 SCALE: 3/4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32700 PH: 407.774-6078 FAX: 407.7744078 www.abdesoVoup.00m AA N: 0003325 h lb Z C < a p` O d 6 LJ BUDDIV. do LOT•• ABBOTT PARK LOT #16 BLK #13 PHASE 4B PROJMCT# 041 1.04 - 6 31 MODZIA 3EEB "2260—ELSTON" OARAGM swum: 1 LEFT PAOm: DETAIIS 160 MPH EXP. C �7 DRmT AM 10/28/21 MCA=: 1/4"=1'-0" alum" S1.1B 23'-8" 13'-7" 10'-8" b i� b N d N !t io 41 N 4 N d h b_ Y N G Q O N tV a FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 wwwzbdesigngroup.mm L AA N: 0003325 F aVSDIV. & LOT: ABBOTT PARK LOT #16 BLK #13 PHASE #4B PROJWT# 04181.04B-16131 M0DaL: 3EEB "2260—ELSTON" OAR40M 8WING: LEFT PAGL': FIRST FLOOR DO PLANL LI60 MPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK 3 a GROUTED BOND BEAM • i 4' � I• CLEAN OUT REQUIRED FOR INSPECTION -� '•' I TIEVERTICAL REBAR TO HORIZONTAL a.: REBAR W/10"HOOK BAR SIZE F48 BAR DIA. #3 18'• s M #4 24" HORIZONTAL/VERTICAL #7 4z' REINFORCING � SCALE: 3/4"=1'-0' NEW REINF. BAR SECUREDW/2-PART g EPDXY. MIN. EMBED J 7 6", UNO w d FOLLOW ALL MANF. I SPECIFICATIONS FOR USE AND V PREPARATION OF HOLE. .a •e STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-U' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD Za' HORIZONTAL/VERTICAL RNFORCING 2 EISCALE#7 4T : 3/4"=1'-0' #8 BARS 0 r-m El i� T� AMU UNIT DIMENSIONS 6 ARE NOMINAL SIZES Oa%k MASONRY SYMBOLS 3 SCALE, 3/4"=1'-U' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774-6078 FAX 407-774.4078 www;bdesoWoup.eom AA #: 0003328 pmY �l s� Q a : 0 aXINDIV & LOT ABBOTT PARK LOT #16 BLK #13 PHASE 4B PROJECT# 041 1.04 —16131 MODX ..1 3EEB "2260—ELSTON" GARAGE awixG: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W(B) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED, 6. LINTELS AND MASONRY BEAMS HERE DESIGNED BASED ON CASTCRETE 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 (41, 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DEl:RIPTION REMARK O(2)2xe (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL/T.O.A. -TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT T.O. = THROUGHOUT MARK DESCRIPTION (as0 �H, REINFORCEMENT STIRRUPS REMARKS BTM, TOP I MID I SIZE I PACING BB1 MASONRY 3000 8x16 1, (i)M5 N/A GROUTED SOLID BB2 MASONRY 3000 — ill (1)M6 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 8F16-1 T/OM/0B BTM. (9 6'-8" 0 "a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com L AA #: 0003325 b a 0. sysaiv as LOT: ABBOTT PARK LOT #16 BLK #13 PHASE #4B rzon CT1p 04181.04B-16131 MODZIA 3EEB "2260-ELSTON" GAIRAGE 8WING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES %J60 MPH EXP. C 07 F,PRDVTDM 10/26/21 SCALE: 1/4"=1'-0" 91mcw lIkk S2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'k8" m —10, 1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 8' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e 7y1FY PLACE STEEL HEIGHT. #5ORNER BAR W/ 30" COURSE OF BOND BEAMLAP FOR EACH VERTICAL REBAR W/ 10' HOOK 10 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR VM61 b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP / THE LINTEL S. UNTOO COMPOSITE MASONRY BEAM 13 70 BE NOT LESS THAN 76" DEEP. P8x18 OBL BOND T P OF 2 s;Q BEAM W/(1)#S BAR BOND BEAM EACH COURSE • BOND OP F TYPE #5 BAR IN BOND BEAM • Lam Wl oY' (1) #5 BAR ..•: BOND BEAM F = FILLED W/ GROUT 'R'' U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH %%# OF #5'S, IN 2N0 BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 CORNER �!p 16-1 T/ 1 M/ B 8x8 PRE -CAST CONCRETE NOMINAL �� LINTEL W/ F #5 BAR WIDTH Spy HEIGHT LENGTH OF BAR =WIDTH OF MASONRY #OF #5'S, TOP OPENING-2' BEAM DESIGNATION IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR , REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1' 0' THAT XFXX-1T/lM,OB INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE 3/4"=1'-O' ANOXFXX.lTAWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX -1TA M41B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1TpMK6 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3/18 TAPCON OR DRIVE PIN SHANK SIZE.145 MIN HE WINDOW A SIZE .300 MIN EMBEDMENT SINGLE BOND BEAM 1/4") 8" FROM EACH EN AT LOWER ELEVATION 18" O.C. MAX. MIN i-lW EMBEDMENT #5 BAR BEN AS SHOWN 3 1b„ PRE -CAST ..a WINDOW OR (MIN 2 X 3) IMIN S TAPCON OR DRIVE PIN (MIN SHA SIZE. 145 MIN HEAD SIZSILLzMIN IN EMBEDMENT 11/4')SLOPE FROM EACHENDAN01 1-1/4" °O- 2.9 �+ EMBED ENTIN 4 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND /2X4 SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN 78" O.C. MAX. MIN i-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT VCMU TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL CORNER BARS AT CORNER STEP SCALE: 314 —V-U' SILL CONSTRUCTION ARCHWAY FRAMING DETAIL PROVIDE 3" DAA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I 3. I SINGLE SINGLE A5 CORNER I A QpB II / BAR, 30x3D TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II / W/ SINGLE OR DOUBLE REINF. SARIS), II / 8x8 CMU PIER SEE PLAN. ENSURE THAT PIER GROUTS BENEATH PROVIDE #5 BAR AT EACH SIDE OF STEEL REINF, OF ELEVATION BOND.BEAM CHANGE LINTEL. CHANGE IN '/IYyI/ ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.•bdwIgngroup.oDm AA #: 0003325 O ■UDDIV. a I402: ABBOTT PARK LOT #16 BLK #13 PHASE #4B PItOJMCT# 04 1. 4 -1613 moaal. 3EEB "2260-ELSTON" GARAGE 8WIN01 LEFT PAGE: DETAILS 160 MPH EXP. C 11LOTT'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 8U8 am-m 18-rr 1 mo 1TA>8 -im TYPE LENGTH 8/8 PLAIN 818 SOUR TYPE LENGTH I I art0.1T 6rA tt Br2a-1T am -IT am -is IT 1Tn IT 1Tne lTn &%-2T an6.2T 8rA-2T &24-2T BrA"r &W-2T 3'-0 PRECAST 1438 952 3114 4217 5321 "M 7631 3'4r PRECAST 689 1024 Y4r PRECAST 150 3524 4304 62a3 6132 MCI 2/96 8113 83a6 7708 9m1 10000 1689 8624 4894 5203 8132 7001 4'-0' PRECAST 1085 700 2305 3125 3946 4M 6667 *-(r PRECAST 514 763 V4r PRECAST 1303 3000 3815 4670 6326 8079 loci 8113 7192 8624 7827 8761 1303 3000 3515 4570 63ffi W79 4'-8' PRECAST 819 5= 1770 24M 3033 9a96 4300 4'$' PRECAST 398 591 4'$" PRECAST 1207 2582 3375 4043 4711 5379 1626 5743 7547 6752 6541 76M 1207 2707 33M 4043 4711 5379 5 �' PRECAST 931 1247 1990 2660 3123 3886 4219 ��� PRECAST 411 411 5' 4' PRECAST 1018 INS2374 2944 3513 4084 1319 4460 7106 7342 67e0 8160 1016 2278 28M 3390 3961 4064 5-10• PRECAST 817 1024 1631 2090 2549am3009 3470 5-10' PRECAST 340 339 5-10' PRECAST ON 1429 1971 2443 2915 33P 11e1 3w ben a 6548 5778 en 20M 2593 3107 3WD 4133 8' 8' PRECAST 1130 a"/ 3031 3707 4383 6067 8'-0' PRECAST 410 721 8'-0' PRECAST 636 1201 1578 1966 2332 27M 1139 3227 4598 7064 10000 8825 am tees 2329 279D 3261 3712 T-8' PRECAST 570 998 2498 2206 2ao9 3191 98� T-8' PRECAST 303 534 T-8" PRECAST 716 goo 1181 14M 1743 2D25 68e 2408 3" 4ee4 7oe7 6472 727 1024 2= 24M 2e27 322e 9'4' PRECAST 428 on tees =4 2481 2616 2821 V ' PRECAST 192 384 9-4• PRECAST 454 5m 787 ON 1120 1310 839 1674 2206 3081 4099 4M9 572 1318 1643 19a9 2164 2510 10'6• PRECAST 388 487 1247 1787 19D4 2163 20?$ 10-0' PRECAST 151 301 10'$" PRECAST 366 468 $12 755 NO 1042 S50 1407 1e97 2781 3222 3784 604 1180 1472 17a3 1710 1989 11 4' PRECAST 330 644 1312 1742 2252 2e8B 3630 11' 4' PRECAST 132 417 11' 4' PRECAST 430 408 530 063 7n 672 644 1312 1742 2262 28B8 3662 488 7042 1972 1848 1470 1710 12'4' PRECAST 308 8D7 1210 1608 2D48 me 3191 12'-0' PRECAST 111 370 12'-0' PRECAST 383 308 470 667 898 783 607 1210 1606 Z048 2688 3171 440 940 1900 1680 1914 1478 lT 4• PRECAST 270 433 1045 1386 1732 2167 25M 13'-4' PRECAST 82 208 13'-4' PRECAST 308 303 303 464 675 846 414 1045 1385 1732 2310 2606 398 780 1057 1312 1071 1203 14'-0' PRECAST 254 386 078 1272 18m 1988 2270 14'-0' PRECAST 71 203 14'4' PRECAST 270 278 38D 443 we e00 390 m 1272 1em 1960 2989 378 717 gel 1192 976 1133 14'$' PRESTRESSED N.R NR NR 14W PRESTRESSED N.R. 283 14'$• PRESTRESSED 24 422 so$goo 748 886 466 07 1070 1429 B2 1924 27 22n 2712 248 889 9BD 23 1237 1474 1715 15'4' PRESTRESSED N.R. NR NR NR NR NR NR 15'-4' PRESTRESSED N.R. 252 15'-" PRESTRESSED 224 387 464 574 884 793 419 1014 1340 1703 2118 2513 230 ale 9m 1134 1353 1572 17'-4• PRESTRESSED N.R. NR NR NR NR NR NR iT-4' PRESTRESSED N.R. 183 17'-4' PRE TRESSED 197 320 386 451 e87 ON 300 as 1121 1413 1730 2047 102 506 720 501 1135 1312 19r4' PRESTRESSED N.N.R.235 NR NR NR NR NR NR 19 4' PRESTRESSED N.R. 148 19' 4' PRESTRESSED 182 2" 346 430 513 96 6t68 7" 959 1200 1467 171e 420 623 an 960 lose 21'�' PRESTRESSED N.R.21'4' NR NR NR NR NR NR PRESTRESSED N.R 125 21'■1' PRESTRESSED 142 219 3m 301 464 527 1e0 699 693 low 11e8 1486 142 379 637 600 818 948 2Y4' PRESTRESSED N.R. NR NR NR NR NR NR 2Z4' PRESTRESSED N.R. 118 22'-0' PRESTRESSED 137 ZE 200 30 428 497 1es 660 784 902 1203 1381 137 368 513 me 779 900 24'-0" PRESTRESSED N.R.129 NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 246 302 350 418 460 884 824 1014 1147 124 319 488 I eel eel 703 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' SY QUALITY 2018 EDITION, LOTTS MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX:407-7744078 www.ebdeaingroup.00m AA S: 0003325 , 0 nmlv. as LOT: ABBOTT PARK LOT #16 BLK #13 PHASE 4B 1puo"mT# 04 81.04 —16131 moaar.: 3EEB "2260-ELSTON" CARACE 4l1Mf N0* LEFT PACE: SAFE LOAD TABLES 160 MPH EXP. C DA 10/28/21 8C,"X:1/4"=1'-0" ai1zZT s2.r FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW(9) 10d x 1 IQ' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PTTO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACC7 DATED FASTENER, ZF 72 PSS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LES SHALL BE FABRICATED W/ A 24 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK elm & EASE PLATE OR REMARK DESCRIPTION R REINFOCEMIENT 4x4 (31/2'x312") HTT4 WW 5/8" DIA x 5" EXP. of SYP. PT, WOOD POST BOLT 4x4 (3 1/2'K312") ABU44 W/ 5/8' DIA. x 5" ® SYP. PT, WOOD POST EXP. BOLT r— — — — — — — — — FIRE L---------I 3M" SUB FLOOR _� 2X4 NAILER FOR DRAFT PRE-ENG. __ STOP FLR. TRUSS ELEV. VIEW PRE-ENG.FLR.JOISTS •li 3/4" PLYWOOD DRAFTSTOP 1 E PRE-ENG. FLR. JOISTS 'IT 1 2X4 NAILER FOR II DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEt1r DRAFT STOP DETAILS u D II II II ii u u if u It II II II II II II II II II II II II II II II II II II II IIFJIII II II II 1 -�1 II II II I III III II II III II II II II II II II II 11 I II 11 11 II II II II II II II II II II 11 II II II II II 11 112X4WOOD IBEARING II 11 WALL W/ SYP NO 2 II 11 II SNOP II II OF;O� II WALL EL. 8'-8". li It II it II II II II II II II II II II II u n u u u u° u n u n of II II I II II II II fl II II II IILl II II II II II II II II II II II II 11 II II IIFJ31 III_) _'ll II II II IIF „II II II II II IIBL II II II II II II II II II II II II II II II II II II II II II II II II II W SECURE 2X12 HOR TO 2X8 HDR MTS-20 W/(14) 0.148"x 2IQ" NAILS STUDS II II II II II u 11 II II II u HJ10 = PROVIDE DRAFTSTOPPING , SECU 12 H ALONG THIS TRUSS AS TO === TOL 20-__ = LIMIT AREA TO 1000 S.F. W/(1 BL PER FBCR 502.12 NAILS STUDS 2 y EJ4 SIMPSON HU26 W/(4)1/4"X i _ 2 3/4" TITEN 2ANCHORS TO CMU & (2) 10d X 1 1/2" GALV. NAILS 1 TRUSS SIMPSON LGUM46-SDS W/ (4) 3/8" X 4" TITEN HD ANCHORS TO CMU & (4) 1 /4" X 210 SDS SCREWS TO BEAM PRE FABRICATED I -JOIST 0 24" O.C. MAX 1 1 1 O U ---�- ---- I SIMPSON HETAI6W/(2) 12"WOOD PANELS -_-_ FJ4 FLOOR FRAMING PLAN SCALE: 1/4" - V-0" IJOIST •1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-0078 FAX:407-774-4078 wwwsbdeskftmup.mm AA #: 0003325 J L s 0 O[TZlDIV. AC LOT: ABBOTT PARK LOT #16 BLK #13 PHASE 4B PROJRCTIM 041 1. 4B- 6131 MODRIs 3EEB "2260—ELSTON" GAMWX OWING: LEFT PAGE: FLOOR FRAMING PLAN 160 MPH EXP" C ROLAIC AABOU L AA NC Y$ i D � 10/26/21 OCAI.O: 1/4"=1'-0" M ET s3 e� BACIQNELOfX 711(UM 4500 14 WOOD PANELS 8ODD (2) 112" WOOD PANELS 60 (2) 1Q" WOOD PANELS 90 12xLUMBER ENGINEERED WOOD RUSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOFANALL/FLOR DRAWINGS FOR REVIEW SHEATHING 1 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON (9) 1Dd x 1 1' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/1010d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALUFLOR TRUSS ANCHR WITH NOTE: A PT SYP #2 7' x 4", TRUSS AND (4) 1/4" x 2 1/4" (12)16d.1 z' NAILS TOE — SHEATHING iDtl x 1 R' NAILS TO 6", B" x 4'-a' ADDED TITEN 2 AN HORS TO DEL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GI GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3' S, 2 O CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER HTSM20 INSTALLEDON PRE-ENG TRUSS (16) 10d x 3 t' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. {2) SIMPSON HETA16 RUSS ANCHRS W/ IOd NAILS, 2 ROWS, 3' CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 32780 WITH (12) 16d x 3 }' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" PH: 407-774-6078 ADDITIONAL PLY MAX TO AHi) SIMPSON LGT3-SD52.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407'774.4078 lx2, 2x WOOD FASCIA SEE ARCHITECTURAL ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) �" x 5" TITEN HD TO CMU AND (12) SDS }" x 2 S' TO GIRDER CONT POURED LINTEL Www.abdesigngroup.com AA #: 0003328 2x SECURED NN (3) 16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEEREDWOOD 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) }' x 5" TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 12, O/C FOR REVIEW SEE ARCHITECTURAL 2x SECURED C-2) SIMPSON FGTR GIRDER TIEDDIANS WITH NAILS. AND APPROVAL GALV. COMMONN NAILS. (2) J' x 5"TITEN HD TO CMU AND (16) SDS j" x 3" lx2 SECURED V# 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDCNVN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS RE ROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY R BOLTS SEE SCHEDULE TITEN 2 ANCHRS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i PLY) A ALLOWABLE UPLIFT = 3286 LBS (2 R 3 PLY) 7COVER & 7RRT B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 R 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LES(2 PLY MIN.) REPAIR OF MULTIPLE _ TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR _ "' I" "' GIRDER CONNECTOR(S) SCA°=1`°r TYPICAL ROOF 2a 2b 2C SEA LE:34"=r-a' GIRDER CONNECTOR(S) 6-D' MAX (W/1X4) OR is-0" MAX(W/D(4) 3/4" T & G SUBFLOR GLUED AND SCREWED AS PER SCHEDULE 1.4 DIAGONAL BTM. CHORD 04 AN O 4 R BRACING, SEE u� PLAN FOR LOCATION �{ t MAY NOT BEREQUIRED r EV I PRE-ENG IJOIS7 SECURE I -JOIST TO TOP PLATE TA1220GAUGE 10dx1/2 HDG COMMON NAILS. EACH END TOTAL R 10 \Wl offm 11 BTM. CHORD OF WOOD ROOF TRUSSES \\�(2) 2X4 No.2 SYP DIAG.P BETWEEN SK BRACE (D A 12d A� TORUS ENG IS PRESENT .-BRACING 19 PREENT AT COVER 50TRUS) BRACE TO 4'-a' O.C. (AT SHEATHING I __ _ W 4500 3l4"WOOD PANELS 6000 (2)1@" WOOD PANELS 80 (2)1/2" WOOD PANELS 90 2x LUMBER w/ (2) 12d TOENAILS /A/`— 5/8" GYPSUM BOARD OR 1IY' HIGH 0'-0" TO 30'-0" (1) "X" BRACE "gym'/ " ` STRENGTH CLG BOARD60'-0 DOUBLE TOP PLATE LVUI-JOIST WITH 30'-1" TO ACE ( CE BRACE TQ BLK 2 (12" DPLATE (2) "X" BRACE DI CENTER BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" 2.4 OR 2.6 WOOD BEARING lx4 BTM. CHORb BRACING 8'47' O'C END WALL OR OTHER FROM CENTER TO END. WASHER SET IN HIGH WALL W/ SYP No 2 STUDS SEE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY 8' PLANS FOR SPACING. SINGLE 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 3T OC PROVIDE BLOCKING MAX BTM. PLATE TO SEPT. COMMON NAILS AT EACH CHARD PROVIDE DBL. TOP PLATE 12" GYP. WL. BD. INTERSECTION TYP. P.T. PLATE W/ 12d's 8" PRE-ENG GABLE TRUSS SECURE GAEL TO B STIFFBACK (AS PER O.C. MAX BTM. CHORD BRACING TRUSS ENG) LCONT 2x4 SECURED W/ 2) 1Dd s C EACH TRUSS HT7. " EMBEDMENT WITH O SCALE: 3/4"=1'-a' TO BE INSTALLED SECURE BT. PLATE TO MIN. 7" EMBEDMENT 17-0" O.C. MAX. SLAB W/10d MASONRY NAIL L-li 12" O/C STAGGERED. TO SLAB & (18)16d x ADDITIONAL METAL 2- 12" NAILS TO POST. CONNECTORSNOT POSTTOSITDIRECTLV PERPENDICULAR TO I —JOIST REQUIRED WHEN NO ON SLAB 12) 2X12 UPLIFT IS PRESENT. 24' MAX W/ 24" MAX. WI w MAX. END SYP. P.T. SEE SCHEDULE FOR Of SHEATHING LJOIST Wo15T SPACING FRONT BOND BEAM REQ. 4< SEEFRAMING PLAN TYP. TYP. LEDGER �'� END OF 4 -� b 4' • • LEDGER • .' •4`.••R • • i.�.4. • BOARD a .. to g (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/VIIOOD _POST BE USED PERPENDICULAR W/2"WASHER&512 LEDGER�7 BLOCK WALL W/ GABLE END 4 scALE: 3 �3 � 5 SCALE: &4"=1'-a' WITH I JOIST MIN. EMBED. (TYP) / SCALE: 3 4"=1' 0 (NO UPLIFT) PRE—ENG D TRUSS PARALLEL TO I —JOIST (2)2X8 2C MAX W/ 24" MAX W/ W MAX. END SYP. P.T. OF SHEATHING wasT Idols? SPACING FROM t:Y SEE FRAMINGPLAN TYP. TYP.. LEDGER W END OF w ( !a z LEDGER OTCH DEPTH 1/4-D d • • BOARD 9 HOLE EDGE THE USE OF ALTERNATE MATERIALS MAY BE 2X8 SYP P.T. 1/4"Xe" TAPCON b � HOLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED REAR ' .r avaDIV. at LOM ABBOTT PARK LOT #16 BLK #13 PHASE 4B PROJECT# 04181.04B-16131 3EEB 2260—ELSTON GARAGE OWDCG9 LEFT PAGE: DETAILS (I —JOIST) 160 MPH W. j <2/5•D SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 1/3OF TOI-JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTSM-BOL7S/TITENS ARE PLACED INTO ROUTED CELLS, S' ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". I. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS EDGE>5/8"A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS ,,P/—HOLE EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN &'Q'C. EQUIVALENT OR GREATER UPLIFT AND LATERAL(F1 AND P2) LOAD CAPACITIES B - SIMPSON IUS2.37/18 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. S. 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 „ •9 EMBED(24 18dI GALV COMMON NAILS TOH HEADER AND 2) 10dxl-lrZ'GALV/NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE ASIM SON Hi ANTHE NRI LGT2•ROOF TRUSSES RE SUBJECTO UPLTED, A FLAT OR TWIST STRIP IS NOT IFT. Fl,EAND TFY V FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE 1M. EM DISTANCE CENTRAL EPAOM BTM. OLE DIAMETER D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS Wl (8) 3/4— WEDGE-BOLT/J-BOLT, 5" SUBJECT TO F1 AND F2 FORCES. QARNO PLATE < 315"D DBL. STUD MIN. EMBED (16) 18d GALV. COMMON NAILS TO HEADER AND (70) 18d GALV, NAILS TO JOIST FL#25749 A DOUBLE SYP 2d 111V 8" 24" O/C MAX B DOUBLE SYP 202 (2) 3/4" 8" 24" O/C MAX E - SIMSON MIU4.75/18 G < 3g55 LBS, U <210 LBS W/ (e) 3/4^ WEDGE-BOLT/J-BOLT, 5" MIN. FL#17241 A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x e" TRCONS W/ MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS DATM 10/28/121 W/ 5-1/2" MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPTAT ENDS scA=: 1/4"=1*-0" AND BORING LIMITS ATTACHMENT DETAIL SA2 SCALE: 3/4"=1'-a' SCALE:34" -a' SCALE:34"=1'-a' SIMPSON HB WN (8) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON HB W/ (8)8d COMM— EACH END WOIST / J PLATE STRAPS W/ 10d x 1 1/2" HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" 8" CMU WALL REINF. PER PLAN PER ELEVATION A. d Qyt� n �G� PER ELEVATION iL 2.4 P.T. CEILING NAILER W/ MASONRY NAILS O 12" O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG ® 3" O.C.; STAGGERED AS SHOWN #8 WOOD SCREWS DBL, 2X8 SYP #2 LEDGER. x 2" LONG C 3" O.C.; SEE FLOOR JOIST LEDGER STAGGEREDOFF SCHEDULE, 10/S3.1A CENTERLINE —}" X 6" TAPGONS 8"CMU WALL 3/4" AS SHOWN REINF. PER PLAN � ... R ELEVATI FRAMI (SEE O IJOIST (SEE FRAMING PLAN) rvv_ FRAMINGPLAN) E VA 2C MM. J (2) 2x4 P.T. W/ f' . DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3AA. a 12'O.C. it SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SCALE: 3/4"=1'-0" 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS O.C. PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK - W/ TRUSS PLAN TRUSS TO TOP PLATE 5/e" GYPSUM BOARD OR 1,?'HIGH W/ 112" DIA. ANCHOR BOLT W/ 7' A - SIMPSON MTS12 STRENGTH CLG. 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" CC MAX B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE T02XB PT,U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's W 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 BTPLATE TO BE PT. LINTEL COURSE PROM. VIDE DBL. TOP PLATE • PROVIDE BLOCKING O• :O SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. VOL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's EACH FILL ALL HOLES, DO NOT USE 10d 3' 1/2"x9" WEDGE ANCHOR Wl 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED ®10'-T O.C. MAX x EPDXY 5-1/2" EMBED. MIN. 16' 1 Oa 10b 10C OC MAX SCALE: yq•=,� GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °• TRUSS TO POST CONNECTION $ SCALE: 3/4"=l'-0' • a• A-SIMPSON MTS-12 U <980 LBS W(14) 10tl GALV. NAILS. # B - 6 MPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W1(16) 1/4"x3"SDS,(1)5/8"°A.T.R. TO HDU4 AND (10)1/4"X 212° BOB TO POST TRUSS CONNECTION L.B.W. 9a gb POST TOSLAIICONNECTION SCALE: 3/4"=1'-0' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,6W W/5/8 DIA x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 VW &TAB. WITH MIN, T' EMBEDMENT TO SLAB & (26) 16d x 2-1 7NAILS TO POST. 1441 N. RONALD REAGAN RLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4070 www.abdosWAgoup.com AA M: 0003325 tl O a 0. L' AABBBOTT PARK LOT #16 BLK #13 PHASE #4B PROJSOT# 04181.04B- 6 3 190DZU 3EEB "2260-ELSTON" OARAOa SMxO: LEFT PADS: DETAILS (I -JOIST) 160 MPH E C I DA M 10/28/21 OCAM 1/4"=1'-0" si'[SST S3.1B 29'-8" a 2.1 0 W N Y z �+� a'•a 3 a" TOP OF DECK 4 b Y I — ,- '4 :n N `v 9'-0. 2'-8" 5'-4" 29'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" =,'-0" 1441 N. RONALD REAOAN BLVD. L0N0W00D, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdeaWn8roup.mm L AA M: 0003325 F stJaDIV. 3e wP ABBOTT PARK LOT #16 BLK #13 PHASE 4B PROJL'CT* 04181.04B-16131 MOaaLA 3EEB "2260-ELSTON" GAItAaa saixo: LEFT PAOB: SECOND FLOOR DECK PLAN 160 MPH EC Dw� 10/28/21 scwrs: 1/4"=1'-0" 8*Mm T S4 OBL. TOP PLATE CONT. (3) 2x12 HEADER PROVIDE 1/2" PLYWOOD FILLER(S). NAIL DBL. TOP PLATE LAPTOP PLATE A MIN. OF 46' k ALL TOGETHER W/ 16d CONT. AND NAIL W/ 18d COMMON 2x HEADER SEE PLAN FOR 312E COMMON NAILS, 2-ROWS, 6' — — NAILS, 2-ROWS, 4" O.C. BTM. ® AND QUANTITY PROVIDE ix 2x6 BLOCKING FOR SHUTTER OA N N INSTALLATION. PROVIDE 1?' LAP 70 OCCUR OVER STUD WOOD OR 12" PLYN4JOD N q h FILLER(S). NAIL ALL TOGETHER PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, ALL TOGETHER W 16d 2-ROWS, 6' O.C. COMMON NAILS, 2-RO.NS, B' �a m O.0 2KIZ 21A7s aft SHORT 2x STUDS BETWEEN HEADER ABOVE AND • FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 314" DIA. x 8" MIN. EXPANSION WINDOW BOLT W/ 3x3 OVERSIZED JACK STUD NAILED INTO O WASHERS PLACED 1WO.C. 4" INSIDE AND OUTSIDE PLY OF MIN. CONC. EMBEDMENT SECTION A -A FILLER B COMMON NAILS, NAILS, 16d OO 6'O.C. I SHORT 2x STUDS BENEATH WINDOWSILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 117 PLYWOOD FILLER(S). NAIL (6) 2x STUDS IN CORNER. NAIL 2x MID -HEIGHT BLOCKING ALL TOGETHER W/ 16d THE (3) CORNER STUDS AND ANY PLYWOOD SEAMS ' a COMMON NAILS, 2fiCWS, 6' TOGETHER W/ 16d NAILS, 3' W/ (2) 16d TOE -NAILS, EACH 2. HEADER SEE PLAN FOR O.C. O.C. END SIZE AND QUANITY PROVIDE ix WOOD FILLER(S). NAILS ALL TOGETHER W/ 10d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10d x 1 12' O.C. LAP TOP PLATES GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 AT CORNER, ALL HOLES OR SPHB TOP 8 BOTTOM/-2zSTUDS TYPICAL m 4'-01 Bd CO P ON BPOCE STUD PLATE TIES W/ 10I x 1 SPACING SPECIFIED (4) 2x STUDS IN CORNER. NAIL 7 AND NAIL W/ 16d COMMON 1/2'. GALV. COMMON NAILS ON PLANS NAILS, 2-ROWS, If' 0 C. ® (AT EACH STUD) FILL THE (3) CORNER STUDS EVERY HOLE. DO NOT USE '�7� TOGETHER W/ 18d NAILS, 3" 3" LONG NAILS / \ O.C. Fs] NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS UU HEADER SIZE EACH END OF HEADER HI SPAN (2)2x6 W2x12x4 )2x8 (3) 2x8 (2)2xl0 (3)2x10 (2)2xl2 (3)2xl2 VWWACIGGIrQ,C. SYMSP1471802t'0.0, BTM. MEMBER OF TOP 0 2R 2 2x4 2x4 3 2x4 (3)2x4 SPAN KINGS SPAN KINGS PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. CO7 MMON 2x8 2x8 2) 2z8 (2) 2xe (2) 2x8 (2) 2)4 3) 2x8 OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 2x MID -HEIGHT BLOCKING ^W—� 2x42z4 2 2x4 2 2x4 (3) 2x4 (3) 2x4 0 -2 ft 1 0 - 2 R 1 4" NAILS. APPLIED TO INSIDE FACE AND ANY PLYWOOD SEAMS 3 - 4 ft n 2x82X8 2) 2x8 (2)2.5 (2) 2x8 (2)2.6 (2)2.6 3 - 4 R 2 3 - 4 R 2 TYP. ONLY FL#17244 (1) 2x FLAT TOE NAILED TO W/ (2) 18d NAILS EACH END JACK STUDS 5 8 R 2x42z4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5-eft 3 5-eft 2 (0 2X62x8 2x6 2x6 (2)2.6 (2) 2x8 (2) 2x8 7 - 8ft 3 7 - 8 R 3 O 2x42x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 SEE SCHED 7-eft N 2x62x8 2x6 2x6 2x6 2x6 (2) 2x69-10ft 5 9-10ft 3OR # STUDS t 2x42x4 2x4 2 2x4 1 0 2x4 2 274 2 2x4 10 - 12 R 5 10 -12 ft 4 UNDER HEADER S 1 ft ¢ 2x8 2x6 2x8 2x8 2x8 2x8 2x8 2 b 2x4 2x4 2x4 2x4 2x4 2 2x4 2 SEE SCHED 2x4 2 2x4 10 - 12 R 2x8 2x6 2x8 2x6 2x8 2x8 2x8 2ze FOR # FULL EIGHT 2x STUDS TYPICAL EXTERIOR WOOD FRAME 3/4" DIA X 8" MIN BOLTWI WALL CONSTRUCTION DETAIL ' EXP. 4" fO h 4" 3X3 OVERSIZED WASHERS PLACED 4" SCALE: 3l4"=1'-O' TY, . TYP. 32" O/C 8"MIN CONOEMBED. TYP. 32 MAX C-C SPACING 16" MAX 16" MAX _ 16" MAX. v I PROVIDE(3)STUDS OZJ —NAIL STUDS CORNERS LAP TOP TOGETHER W/ / —NAIL STUDS—PROVIDE(3) STUDS TOGETHER W/ CORNERS LAPTOP PLATE MEMBERS 12d ® 12' O.C. 12d C 12" O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS @ —//// PLYWOOD SHEATHING, "ROOFANALUFLOOR SHEATHING CORNERS LAPTOP SEE "ROOF/WALL/FLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16" MAX SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFWWALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D G` 1 PROVIDE (3) STUDS EXTERIOR MASONRY 1 WOOD CORNERS LAPTOP CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND 2 SCALE 11/2=1'-0' VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d Q 12' O.C. 12" DIA. SIMPSON TREN 12" DIA. SIMPSON BOLTS 5" MINIMUM TITEN BOLTS 5"MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALL/FLOOR SHEATHING CELL, B" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16' O/C, VERTICALLY MAX 18" O/C, VERTICALLY MAX C3 l,J NAIL STUDS TOGETHER W/ 12da 17 O.C. SHEATHING OIJ INTERIOR OR A B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT ALL (1) 2z TO BLOCK 2x4 W4 (2) 2x TO BLOCK ON 2xe 82x8 WALL BEHIND VERT. STUDS SO AS (2) 2x TO BLOCK ON 2x8 8 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP.) 1441 N. RONALD REAGJBLVD.LONGWOOD, FL 32PH: 407-774.607FAX: 407-774-40www.abdosigngroup AA C 0003325 C V Y Q SUNDiV. as L40T: ABBOTT PARK LOT #16 BLK #13 PHASE 4B PROJSCTf 04181, 4 - 6 31 MODSIA 3EEB "2260-ELSTON" GARAGE 11rIINOs LEFT PADS: DETAILS 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1/4' = V-0' •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-77"078 www.abdealgngroup.wm AA #: 0003325 , Ulf 4 I I L J SLJaDIV. Ae I.Om ABBOTT PARK LOT #16 BLK #13 PHASE 4B PMOJ=TiP 4 81.04 - 6 31 MODMLA 3EEB "2260-ELSTON" GAl%AGZ BVWnM: LEFT PAOIL SECOND FLOOR DOWEL PLAN 160 MPH . C DA 10/28/21 8CALE:1/4"=V-0" alIEET S 4- . FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW (9) tOd x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO (MOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALLHOLES. 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POVWER ACCTUATED FASTENER, ZF 72 1`8S36, .177" " x 2 7/8" 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE� IMF REMARK tO (2)2x8 (2) 2X12 BEAM SCHEDULE gZaaM 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 (psi) WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B131 MASONRY 3000 8xi8 (1)#6 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED 60LID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" OE L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngmup.wm AA 8: 0003325 Y 4 ti BUDDIV. ae LOT ABBOTT PARK LOT #16 BLK #13 PHASE 4B IPROJWToP 041 .04B-1 13 HODEL: 3EEB "2260-ELSTON" GARAGE 8WINO: LEFT PACE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH . C "LOTTIS 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 am-0 III I 1 1T 1TIN IT TYPE LENGTH PLAIN 818SOLID TYPE LENGTH WIT 81164T aMO-IT a1T /N 8I�T 8I1AT Br6-16 6-ITn rrn 1Tn ITne IT/I U-2T 8116.2T aFAD-U &24-2T BrmzT &W-2T 3' 8' PRECAST 143E 96Z $114 4217 5321 841E 7531 3'�' PRECAST 889 1024 3' a' PRECAST 1500 sm 4394 5263 6132 7m 2485 e113 6385 776e 9031 10000 1669 3524 4984 5283 6132 7001 w4r PRECAST 1085 T00 23M 3125 3845 47e5 5*7 4'-0" PRECAST 514 763 4'-0" PRECAST 1303 30M 3815 4670 5325 6079 loci 6113 7192 o624 762T 8761 1303 300D 3515 4670 WS e079 4'$' PRECAST 819 533 1770 240D 3033 300 43DO 4'4' PRECAST 398 591 4'$" PRECAST 1207 UN 3375 4043 4711 6379 1825 1 6743 MO GMW41 7686 12P 2707 3375 4043 4711 5379 5 4" PRECAST 931 1247 IM 255D 3123 3889 4249 PRECAST 411 411 5' 4" PRECAST 1016 Iwo 2974 20" 351E 40M 1319 44M 7196 7342 5m am 1016 1016 227E 263E 3389 3001 4064 5-10' PRECAST 817 1024 Iasi 2090 264E 3W9 3470 5'-10" PRECAST 340 339 5-10" PRECAST BOB 140 1971 2443 MIS 3387 llal 3803 5877 Bale 664E 677B m 2080 2593 3107 Saw 4133 8' 8' PRECAST 892 1130 3227 W31 3707 4383 s0c1 8'�' PRECAST 410 721 8'-8' PRECAST m 1201 Ism IBM 2332 2709 1139 3227 469E 7054 10000 eels 05 tees 232E 2790 3251 3712 Tom' PRECAST 570 m2498 2w6 2W 3191 3885 Tom' PRECAST 303 534 Tom' PRECAST 718 900 1181 1482 1743 2025 93a 249E 340E 4664 7067 6472 727 1024 2025 2428 2827 3228 9'-4' PRECAST 428 63s 1503 22D4 2481 2016 2621 IV4' PRECAST 192 384 9'-4' PRECAST 454 sea m 946 1120 1310 a99 1674 229E 3081 4099 4889 sn 1318 1643 1969 2164 2519 10'48' PRECAST 388 487 l27 1787 1904 2163 202E 10'4• PRECAST 151 301 10`4r PRECAST 356 40 612 755 NO 1042 am 1407 1897 2781 3222 3784 604 1180 1472 1703 1710 im 11' 4• PRECAST 330 544 1312 1742 2262 288E 9c30 11' 4' PRECAST 132 417 11'�' PRECAST 430 408 $30 863 m on 644 1312 1742 2262 288E 3662 488 /042 1972 1643 1470 1710 12'-0' PRECAST 308 607 1210 1690 2D46 25M 3101 12-0' PRECAST 111 370 12'-0' PRECAST 363 306 476 s87 898 m 507 1210 169E 201E 268E 3171 440 910 1300 1680 1914 147E ITAr PRECAST 270 433 1046 1386 1732 2167 2595 IT-V PRECAST 82 298 13'4" PRECAST 908 303 393 464 575 846 4% 1046 138E 1732 231E 2905 396 1057 1912 1071 1203 14'-0' PRECAST 254 see 978 1272 Iwo 198E 2279 14'-0' PRECAST T1 293 14'-0' PRECAST 279 380 443 as m 39D m 1272 IBDa 19M 29M 378 961 1192 075 M3 14'$' PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R 283 14'-8' PRE8TRE8SED 230 r06166t we an 748 BE 458 1079 1429 1824 227T 2712 246 ON 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4' PRESTRESSED N.R. 252 15-4' PRESTRESSED 224 464 674 984 793 412 1014 1340 1703 2118 2519 230 ON 1134 1363 1872 1T-4• PRESTRESSED N.R.NR NR NR NR NR NR iT-4' PRESTRESSED N.R. 183 1T.4• PRESTRESSED 18T 326 365 461 587 s80 300 M 112l 1413 173E 2047 192 506 720 501 1135 1312 19 4' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'4' PRESTRESSED 102 206 348 430 513 505 295 799 959 1200 1467 171E 188 428 823 808 960 108E 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21' 4' PRESTRESSED N.R. 125 21' 4• PRESTRESSED 142 219 306 381 464 627 180 bee 03 I= 1168 148E 142 373 837 m 616 943 2Z-V PRESTRESSED N.R. NR NR NR NR NR 2Z-0. PRESTRESSED N.R.118 224r PRES7� p 137 226 290 969 428 497 165 66 660 784 902 1203 1361 137 36B 513 8N 7T9 No 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-V PRESTRESSED N.R. 91 24'-W PRESTRESSED 124 174 245 302 390 418 129 460 854 824 1014 1147 124 319 1 456 Set I OR I 7Bs - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES"BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TOM ET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCEM 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdeelgngroup.eom AA M: 000332E a s 011 <' 1 .1.1.1 Jill I 1,111 11--j BUDDIV. a TAT: ABBOTT PARK LOT #16 BLK #13 PHASE 4B PROJECT/ 041 1.04B— 6 31 MODEL• 3EEB "2260—ELSTON" OAIRAGE a11IIIG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 YW (9)10d x 1 12"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H 10A OR LGT2 W/ 1 Dd x 1 1 /2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2X4 PTTO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH WASHER Q 18" 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. TRUW MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OFZ500 LSS SHALLBE FABRICATED W/A20 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 h i � L4 s 2 A {off !lLJSDIV. dt LOT" ABBOTT PARK LOT #16 BLK #13 PHASE #4B PIIoj=T# 0418 . 4B-16 31 moaala 3EEB "2260—ELSTON" oARAGS BWZNG: LEFT PADS: ROOF FRAMING PLAN 160 MPH EXP. C DE [LF1 1ANO DwT 10/28/21 aSM"M 1/4"=1'-0" aiISST S6 4 1,A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 6120 IF (71.20) ZONE 3 = 70.70 PSF (80.70) ZONE 2e = 70.70 PSF (80.70) ZONE 3e = 82.90 PSF (92.90) ZONE 2n - 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (100.80) ZONE 2r - 82.90 PSF (92.90) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: RISK CATAGORY: II APPLICABLE INTERNAL ROOFDNPHRAOAI FOR ASPHALT SHINGLE ROOF USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40120), 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/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK I ASTM 10d RING SHANK 2 12' 0,131 F1667 SCREW SHANK 170,000 RING 16-20 RINGS PER RSRS-03 Bd RING SHANK 2 3/8" 0.113 SCREW SHANK INCH) R RS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING U6E 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS ATV O.C. AT PANEL SIDES AND 6d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF 8HEA7HBKi ATTACHEMENTSPACINO 20NE 1: 1 Od NAILS 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r. 1 Od NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: IOd NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE. ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 etl RUNANAL GUN NA0B �6'OC T- . TOPAGUN EDGES 4T' �o iT B li - ` TYP. EXT. SHEATHING ATTACHMENT L BUILDING LENGTH L 7f JT ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADDT-DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING R 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4#2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END, ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #8 2" DECK SCREWS a 6'S" O.C. MAX Q EQGES & 12" O.C. MAUL IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWNGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7Ih EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7A0 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAW NGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATI ON REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. M AXIMIM AGGREGATE SIZE SHALL BE 31C. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE E GIOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE "IL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SABSONGR0IM MEEINDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Po =1100 PSI ANDA MODULUS OF DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WRH ADHESVETAPE ELASTICITY = 1,466,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES FORMWORK: SHALL BE RATEDTO 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 FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OFO.42 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS 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 NTH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 064/Al 064M, GRADE 85 AND BE PLACED IN ACCORDANCE W TH THE AG TYPICAL DETAILS. MIN MUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED 3'-0' OC EACH WAY. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENN NOW BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAW NGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL" CONNECTOR PLATE$ SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND 8HAILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. ASI REBAR SHALL B ASTM A i R LL E AS SM GRADE 401E CONCRETE DEFORMED BARS, REBAR SEDI A ACCORDANCE GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HIOT4]IPPE D GALVAN2ED, DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG 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 STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psF AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECTT 1 O ENGINEERS G COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALfLATECONNECTED 20 psl TOP CHORD nonconwnent REVIEW TVA. MIN LAPS SHALL BE AS FOLLOWS' #4 BAR - 25" fW BAR - 38" WOOD TRUSSES. 10 psf BTM CHORD-non-wnwlTent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER W LL 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 LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990, 16 p►1 TOP CHORD 20 psf TOP CHORD (7 Pef W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SKALL 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 W NO UPLIFT: 1 Opsf MINIMUM 10 1NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT 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 & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 020) (ASCE 7-18 (FBCATTIC EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITH DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS' 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL GARAGES: 50psf, ROOMS OTHER THIN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDEENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION 4V vHICLE Sf MAS WRY- PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS W LL 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 WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED W THOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWSE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IWWALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C 476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWSE 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. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf,FOOTING TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED LINDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWSE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D1557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCOR 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 MEETTHE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH, ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CORETE• NC S PECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE STRENGTHS 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM MINIMUM 28 DAY COMPRESSIVE AS FOLLOWS: A38/A36M, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 21500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB ON -GRADE 35 Hai. TUBE AND PIPE COLUMNS SHILL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TB-OUCE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE-NUr LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR CONCRETE0.ACEMENT. CONCRETE SLWPSHALL NOT IXCEEDS"N-PRIORTOTNE ADDITIONUPIASTIOZER OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF THEAUT METHOD CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M OR MEASUPoNG, MANG, TRANSPORTING. ETC. CONCRETE TICKETS $WALL BE TIMESTAMPBT WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS OEPOSRED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MMJMES THE CONCRETE SHALL NOT BE PLACED. R BIVLL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER RMW SHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY DFOOSEDTO EARTH FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDIORWEATIEY 1-1/2" FOR 06 AND SMALLER Y FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-1W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL ANCHOR BOLTS SHALL BE GALVAN ZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFVUGTIXJ 311E I TYPE RE1MPoa APPUGTON SINE ttGE SAICIW REMPfdS I-TRIRRINGTO MA90NR lcmc CASE HNOENHD CdL NNLII LOW. BOC GARAGEDOOR DICK TO MA£ONRY/WW. N"DA NOm-DAI. NNASdFY PFASTENF B QC /1"EMBED., PEWOIeT.. 11R'BDGE.- 900P E(T. DOORS CASE HARDENEOCOIL 9"O.0 DOOR/FASTENED GMK3EDOORBUCK BAt"q 1GO.0 (YB"DWI 4"EMBED., <"EWg3T., EE WTEB 1+/YLOW. STAGGBtEO NHV/WW TO-N.-- �WP✓W� E%PANSIONBCLT 2d"O.0 (1l2.OW 3"EDGE qST WINOON- CASEHWOENEOCCIL B-- WINGONnDooRI FASTENED METALBrRAPTo CONTACT THIS ENGINEER FOR SPACING +. IT SEEWTEs NNL 1 11- STAGG.. INTOWSCNRYIWW MAsoNRvrcoNc. REQUIREMENTS EXT. SMNG ODOR (2)3 tAA "TAPODN' +1. EMBED, O"EW. BUCK 2r PT, SEE - NO WASHER FASTNER +3 OG GIST., 1 1l2' ED S.ST. 2v PTWMDO 0.1e31I0' PT T09TEEL MO]L. Wy 00°PAFVlASHQt &TAGG�EO EDGE tlST. NOTE6 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWNG DOOR WITH A WOOD DOOR FRAME. IX MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPOONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroupJwm AA k: 0003325 N C T Y Wy O ABBOTT PARK LOT #16 BLK #13 PHASE #4B PIW n=T(1N 04181.04B-16131 monEIs 3EEB "2260-ELSTON" GARAGE ar D10: LEFT PAGE: DETAILS 160 MPH EXP. C /�,"Ii.Z _ ,i- F"PRINT .1 Dw10/26/21 ocALE: 1/4"=1'-0" ax S N 1 • n G y I © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA 7AXX -CHA DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) e' MAX. nCTAII Il J-U MAIN IN C L FASCIA FASCIA WOOD BOARD BY OTHERS 7O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @ 12" O.C. MAX (INTO Q (2)WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 TAPLESINSTALLED Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT­�I Q J-CHANNEL J" MAX: DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'I: t. —SPAN 'L-- — SEE DETAIL -A!--" vvSEE DETAIL'E'_.�- , SAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D'— SEE DETAIL'E'— —'- SAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 0❑ BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER EMB. WOOD BATTEN L CHANNEL Q 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 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 pS NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Q MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL-- i,. nCTA I I r J-l4nMlNINCL BY OTHER 2-1/4" NSTALLATION SCREW, EMB BATTEN ATTCHMENT FASTENER SPACED 24" Q MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) 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 Hii i=ii=r.,• •:i•. .ut:tiri:ii. F= ;jiii'•• _��•�'• 1.3.519 •jj.::i'3;i �=j=:tF;ii •:::isii'•• EAVE WIDTH 375 .,i;•••.,, .375 jd;ii�• (ROOF .4 3.625 3.625 8.66 OVERHANG) 5 \ 08 .03 12 -CONCRETE; OA CMU OR WOOD (NOTE A) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-77"078 www.abdeaigngroup.00m AA #: 0003325 w c La IRMO UNDIV. Ae LOT ABBOTT PARK LOT #16 BLK #13 PHASE #4B PLtOJECT# 041 1.04 - 6 31 UODZIA 3EEB "2260-ELSTON" GARAGE BVIDRG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C ROLAIV A ABWUCIiAM L AR NO 93723 i D � 10/26/21 xCALE: 1/4"=1'—O" SHEET SDI �Fr3(43�Jzi71�fr i