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Home My WebLink About7664 Sail Clover Ln99 2260-3EEB-_E__LST0N1 ALL WORK SHALL COMPLY WITH PREVAILiNQ CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ,, ORDINANCES REVIEW DATE_�_m_ CITY OF ZEPHVRHI 'S PLAN EXAMINER 'i HOMES 12602 TELECOM DRIVE, TAMPA, F1 33637 T®1: (813) 740-9720 Fax: (813) 740-9715 ` STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -na= BLMM (WE, . 7MZDIM(2M) -� LOCAL AND S!A>� C -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. D�MOR FINISH - CLASS B -BASIC WIND SPEED - Vult=180 MPH V&W=124 MPH -EXPOSURE - C :I -STORY RESIDENCE -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. A/C ALDJ.J. . AMP. BD. CL CAB. CLG. cLR. CONC. CPT. C.T. D DBL D.G. DIM. DIM. DISP. D. D5. DTI. D.W. EA. ELEV. eQ. exx. EXT. F.GJFX. F.G. FIN FLR. FLUOR. FR. DR. FTG. GA. OAR. DISP. O.F.I. GL. H BP BD HA. HDR HGT.ORHT INSUL ANT. ABOVE LAV. AIR CONDITIONING LUM. ALTERNATE MFR. AMPERAGE MA BOARD MT, CENTER LINE MTD. CABINET MT.S CEILING N.T.S. CLEAR oc CONCRETE PL CARPET P.B. DRYERCERAMIC TILE PH. DRYER PLY DOABLE PL. DUAL GLAZED P. DIAMETER P.Y. DIMENSION R. DISPOSAL BAD, DEEP R.A.G. DOOR DOWNSPOUT RM. DETAIL R.O. DISHWASHER S.C. EACH S.D ELEVATION Sxt EQUAL SHT. EXHAUST SHTHc. EXTERIOR sHWR. FIXEDGIASS SIM. FUEL GAS SL FINISH SL.OL. FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP. GAUGE FUR. O.C. GARBAGE DISPOSAL T.OP. GROUND -FAULT CIRCUIT T. INTERRUPTER T.O.S GLASS TYP. H sE ®BOARD U.N.O HOLLOW CORE V.P. HEADER W. HEIGHT W/ INSULATION WD. INTERIOR WOW. W H W.I. LAVATORY LUMINOUS MEDICINE CCABINANUFACTURER MINIMUM MErALTHRFSHOLD MOUNTED METAL SCALE ON oNCENTER PUSH BUTTON PHONE PLATE PROPERTY LINE1=1 PLYWOOD PAIR RISER PRESSURE TREATED RISER RADIUS RETURN AIRGRIL REOOM ERAT�PG ROUGH OPENING SOUDCOREEXFDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WAIL SECTION TEMPEREDOLASs THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL o FLEESS� NOTED IS VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION OVIORI 2-STORY 01J CON,.SMCN ARCHITECTURAL SHEET DESCRIPTION ®'�� %'° BET ISSUED PG CI -COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA—STAIR SECTION/DETAILS PG A2—SECOND FLOOR PLAN PG A3G—ELEVATION 'G' FRONT &REAR PG A4G—ELEVATION 'G' LEFT & RIGHT PG Ei—FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG Ml—FIRST FLOOR MECHANICAL PLAN M2—SECOND FLOOR MECHANICAL PLAN PG DI —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 WAS -WALL ASSEMBLY DETAILS eimnm eon FISC UPDATE mA71A6 STO►� ELEVATIONS ADDED mAbA1f I o"TRUC11ON DOCUMENTS ISSUED FOOTSJGR£vI610N MRPLeaLE6 INCORPORATE I -JOIST DETAILS FRAMING, PLANE PER M. EIOILES CONSTRUCTION DOCUMENTS RE-1886Ep EIOLLARD DETAIL IMAGED DETAIL- 'ADDING BAR i0 BCND REAM' ADDED TO GIRO STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 ' SQ 0•S TRUSS IDES ADDED TO FRAMING SHEET � PLAN rlalNrENANce ISTFLRLIVING 901 W. FT. 2MS� FLR LIVING M59 Sa FT TOTAL LNNG 226m 8Q FT. GARAGE 453 6Q.FT. BMW 64 GaFT. Tm'= 2111 GaFT. AID PATIO SO 6L'ij . PT. 04an REVISED LINTEL SIZE • ENTRY 04/26118 UPDATED LEDGER BOLT 612E 4 SPACING 06AL19 ADDED LED LK�INTb KITCFEN 13ATFMiOq•IS PER MARK EiOLLES 0W" LEDGER EMT SPACING REVISED ip/Ig/g ADDED GOD LAYOUT OMM REPLACE USP CONs1GcTOR6 wTH OP PEON C "GTORB 03AD9Q0 REVISED DETAIL ON BNEET D2 OPT. V-0' CLG. Wit OS/01Re REVISED STAW-ABE AND STAIR SECTION DETAIL 06RT�0 PANTRY DOOR REVISED TO 2-6 OFT. S'-MA' CNOT. 00141 2O70F5CUPDATE STRUCTURAL SHEET DESCRIPTION M41 ADDED SOFFIT DETAILS PG Sl -FOUNDATION PLAN PG SIAA—DETAILS PG S1.1B—DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG 51.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2. A —SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS PG S3.113-DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.IA—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.IA—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SNl—DETAILS PG SDI —SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE 18 FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALLWRITTEN RFL's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF TIME ONSTRUC77ON BASED ON THE DRAWING SET. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdestgngroup.wm AA 5: 0003325 2 e%nmiv. a LOT: ABBOTT PARK LOT #7 BLK #13 PROJMT/N 04181.000-07131 >t[ODffi� 3EEB "2260-ELSTON" GAVAGZ aTI DCCk LEFT PAGIc COVER SHEET %160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (20M) . 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 SHALLBE 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 TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAILTO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-M INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: 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 EMI) SHEET STEEL 1-MN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE 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 FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. SITEWORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE 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 WITHASTM D1557-2012El. 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) S. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDINGAND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- 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 RAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLYWITH CHAPTER 6.WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MNIMUMDIMENSION OFANY PLYWOOD SHEET SHALL BE24'AND THE MINIMUMAREA SHALL BE 8 FT .SQ. PLUIIom 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH''/:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 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 P3OD5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 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 EKTiRUOR RNNHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-Cl063-i9a&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-C 1063 - 19a AND R703.7. FN E 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 CE MOS 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE IQ' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 1T O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CO SYRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPSS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXIEIBOR 80FFIT'8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) SEP d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdesWiroup.com AA B: 0003325 s Q F. summ 4k FAT: ABBOTT PARK LOT #7 BLK #13 [pno"=T# 04 .0 0-0713 MODMIA 3EEB "2260-ELSTON" GANAGZ 8TWfGs LEFT PAOSS: GENERAL NOTES 160 MPH EXP. C 2021 DP TA 09/21/21 QC.t=: 1/4"=1'-0" SI'i>Q= GN C DISL. TOP PLATE 0 m BAR DETAIL 1. HALF W/ (3) 2XA 6LOCKNO, BEE FRAMING PLAN 3/4' TA4 BUS FLOOR diAED4 6 IED VI � PER PAS& UM ER BCHEDILE 4 3/4' PRE.Emv N.00RINE BYBTeM— (an FLOOR PRAMINE SHUT) (7) 2.5 HEADER WE FRAMNE PLAN BTAIRG 00810 TO CON'OM TO POOR 1TH EDRION (7070) MN TREAD.IO' MAX RIBER•1 3/4' 3AW MAX VARIATION N RISEIRDRREADB ADJACENT TO EACH OTEIR SW MAX. VARIATION N ANY RESERA OAD HANDRAIL CIRCULAR CROSS SECTION DIA TO WE I V4' .-V4' OR PROVIDE E6WWALENT ERABPABILITY WSDBft- MIN, V WDE • NARROW END MN. II' WADRI • O' PROM NARROW END 34' MN. HANDRAIL NET. 494CLOND ACCEBBIBLE SPACE UNDER STASSB SHALL WAVE 11-41 1 e UNDER STAIR SUVACE AND AW BOW178 PROTECTED ON TIE ENCLOSED SIDE WITH LIV EYF011 BOARDS. FBCR 507.1. • (2) LAYERS OF 3/4' PLYWOOD OR (7) LAYERS OF 3/4' SUS FLOOR MATERtlAL RIP! FOR SOLD NAILNE SECURE TREAVO TO BTRINEER W93)y 3' SCREWS • EA STRSY.ER WIMREADED SHANK TO EXTEND BEYOND T141CICN M OP 0.6-FLOOR 8REATHM3 all \ r'll V MAX. NOSING IPAN.12\EADS •' NOOW \ 7 X 4 IIE-INI'ORGRIE • EA t X Q BTRN6ER STAIR SECTION B Or -ALE: In'-Il-v, 3-7X17 SYP STRINGER—r \ RRENPORCED W?X4 8" W/CONT. BRAD OF \ SAD-PLOOR ADIISIVE \ PL-400 OR SMLARE • EA HORRONTAL PLN 7X4 ATTACHED W IOd MASONRY NALS • 7X4 P.T. BLEEPER INTO SLAB WITHIN B' OF EACH END. 37' O.O. MAX. THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.'182 W/ 1X4 RE-INFORG s 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 1j'; 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16018.1 / F.B.C. 2020 HANDRAIL SECTION C SCALE, 3/4'.I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-774-4078 www.abd•sW*roup.com AA #: 0003325 r qua so 0 Ilk! avaD:v aB r�oT: ABBOTT PARK LOT #7 BLK #13 PROJ=Tp 04181.000-07 31 MODEA 3EEB "2260—ELSTON" GARAGE aWMTG: LEFT PAGE: STAIR SECTION/ DETAILS 160 MPH EXP. C 22 D � 09/21/21 8CALIM 1/4"=1'-0" arxEm A1A 23'-II' 5LD WSTA, II , S I I RRRRRR - - ■■ IIII 11111111 1111MEMri L �� 'll -11 -11 -111 ri i - cFRONT ELEVATION REAR ELEVATION SCALE. 1/4 . I'-m' TEXTLIRED FNISH SHINGLE ROOF IS'X", FYI" DECORATIVE SHUTTER OR EQUIVALENT `-4' RAISED E5AND (TYPE 0'-0' FIN. FLR Il'-4' 2ND FLR B�THG 2ND ,08'-0I5T FLR B oO'-0' FIN. FLR. PFAOFATTIC = 1425 SM FT. NET FREE VENTILATION AREA KQLRRED = 113E REQUREDVENntATIONAREA = I"/3m 4.75 VENTILATION AWEAXSO. INOfES PER FT. 1144) = ON 50.IN. MN.REWRFOVENTRATION 5x 034 IN INPERPOenONOFATnC 3425Q. IN. OFF PoOGE VOMIATIONMEA 115 90.IN. PERVENT 342 /115 OTALSOE VENrsREQUREo = 29M TAL a OF VENTS PROVIDED = 3 I/2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY- 4W' GALV. 'L'-TYPE FLASHNdI SET N ROOFNS CEMENT FIBERSLASS SHINGLES uR2oERLAYMIeNT AS PIBR FECR 2X6 SYI• PT LEDGER III/ SMI ROOF SWEAT14NO 71410"" LOW TWMADED ROD 32' AS PER "Wt SNL SECURED PER - Or- 4 UNT14N 6' OF EACH FA61"It SCIRDILE END MAX. SET N SIMPSON 6MP&ON LSu-26 HIGH STRENGTH EX%MO Y F f VJ W MN ammo. 2x& GYP RAFTERS OR PRE-ENS'D TINS&::31 N•ER ELEVJ ,L ROOF 7w6 LEDGER UV MN 1/I6' 068 WFAATWWS GUSSET TO OE SECI@D TO CAM2X6 ' TWSYP IE VlSt6' TI41ciEADED ROD N' OG. 4 WITHN 6' Q MEMBER& UI/ Sd NAILS EACH END MAX SET N PERIMETER I'-4' S"FSON WON STRENGTH S2'IPSON LUS-26 III/ fA) Wd'4 2_0. EXPDXY 6' MN EMDEp. TO LEDGER AND (2) IOdY CHANNEL FOR SOMIT TO 2x6 JOIST OVERHANG DETAIL A SCALE1 1/2 - V-0' ENLPEERED HOOD TRUSSES • 24' OZ. SUBMIT SHOP PRAWNS& SEALED MY PROFE&&IOPLN. EN NM* FOR REVEW AND QQPL NT& PLYWOOD GHKATHNS SEE STRUCTURAL 2ND R.R OIK.. W.T. ROOFING AND FLASHING IW DM P- —TRRS gRAPO AFo PAW EDGE PER F'6 m ammANTEE M lSNCNRAL REOUIREMENT6 UAb1P FASCIA WITH BREAK METAL WTW S� I#, 2x6 WOOD FASCIA SEE STRUCTURAL FOR FASTENERS VENTED 60MIT PER ATTIC CALC'S 112' THICK 2 COAT CEP'04T PLASTER AP"L ED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATION* 2T.0 FLR WINDOW PER PLAN S E P SOFFIT DETAIL ��RAKE E, 112 . V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774.4078 www.abdeslgngroup.com AA S: 0003325 1 L V Z r�r R w fU=XV & LOT: BBOTT PARK LOT #7 BLK #13 PROJECT 04181.00E-07131 HODzu 3EEB "2260-ELSTON" GARAGE eTIMIG. LEAEXP. PADS: FRO R ELEVA 160 MP 2021 09/21/21 SCALE: 1/4"=1'-0" EIHSST A3 G Il'-4'2ND FLR.i ______ BRG. HGT. I I 9'-4' 2ND, -} FIN FLR _—___ 8'-0' IST BRCS. T/.. FLR , HGTFaCs --' I 0'-0' FIN. FLR., _ _ Il'-4' 2ND FLR., B�THGTNG 9'-4 3/4. 2ND ,. _ FIN. FLR 8'-0' IST FLR , _ BRG. 40 0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FM04 RIGHT ELEVATION SCALE: 1/4 " I'-m' TEXTURED FMISH 06 11; 4' 2ND FLR BNGT A9'-4 3/4' 2ND OW& FLR 15TFLR BRG. H@T. Il'-4' 2N0 FLR B— T. I 1-4' 2ND BR.a. HGT. 0'-0' FIN. FLR. SEl 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.eom AA #: 0003325 h g Z C �F g wto I]P BVHDIV. aI+OTBBOTT PARK LOT #7 BLK #13 IRO"=T#f 04181.000-07131 MODBU 3EEB "2260-ELSTON" GAI&AGX ETM(O: LEFT PAC M: LEFT & RIGHT ELEVATION "G" 160 MEH EXP. C 2021 Dw09/21/2, BCALE: 1/4"=1'-0" Bill= A4 G kk ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e DSV OUTLET 20 AMP SMILE role wv OUTLET 4) IIOV OUTLET , cn Hxr WIND TO "1 IIOV OUTLET M (TAMMI IWUTA N IY1w 27OV OUTLET (4) WINE CO MBOT CH IRE• OH Mo. WlIpIpROM GUILET 4#WL D PAIL? MIER�1HOe SWTCNI SIUTC.N S-WAY OPER �,R BWTCN AWAY OPER I,_0 uuLL MauNreD LOW CELING UGMT © LED CLO LOW LED VAPOR ©� PROOF LIIMT O VP VAPOR PROM LOW OIDGINED OIN eVBR. rm I CRT PER SA PT. \'H^' rAN VLITHT I GM PER Ra PT. rX1Ulr ►SPECS rED BY WTt.AP ® L AROUND '�� AS A 12M fGURPACE MlTJ { T RUORSSCSNI A' PLUORIScow 4' TRACK LIGHT o PANEL METER O�SD. SMOQ DlTECTOR ""m �TDOE � I w•1 SMOIOctom wjm aARea� .VOICE OEIeCTOR ALL SE A OYITANCE LT NOT LESS TFEN 4• Pam WALL P0DAW LOW I I� NATURAL by anwr 010C IO HATE7E DRccNEEer �' DMCONNO7 ea Aw oN F� ISLMMONJACK OEL•tl O TOWN SUPPORim N AuF S N-soot M.LICRD lt MAPP=A. MYJ1 MS = IN AOACCOIOACS CSLSY. PALLIIM W EIOX MARKED AS SIGN FOR warowlam rznna 24' NCANDISGBNI LIIMT STI•P TIY NCANDEIGENT •� LIGHT STRP Onn nO nnn Ar NG•NDBBCEW LIIMT S7RP R.ODD LISHi KP' OPT. SEGYItt KSYPAD • PD. ouw-EUTTON PM GYM" UIS PORT • LOC.ATION O• ?V JACKS 4 PHONE Oumm A PANS TO " VIR►IED I w"cUPER PNR-CGTISTRICTICN MEETING, • ALL IS r 20 AMP BRANCH CIRCUIT'S TO" AM PAU.T FRomiso PER EL.ECtwr A. MWVWONS OF !OKd • 20 AMP DEDICATED LAUCIRY GIRNT. ' Oil • M LAD (NOT ON KITOIEN CIR711T/ • DRIEJASIIER DISCONNECT TO BE LOCKOUT IN I•ANIL • BATHROOM DWAUST PAN TO NAVE MK CAPACITY OF "T op 90 CM PIES! ELECTRICAL PROVISION& SECTION MEOI! • LAUNDRY ROOM AND DRFRLL•SNl9R RECEPTACLE BULL BE SROND PALL? CIRCUIT-NTNPVNPTM PRomeTION FOR PSMSCNiL ON PODEM • HARM METNOb SHALL ISE NOW METALLIC CABLE PVA ELECTRICAL Ou • ALL TO COI ELECTRICAL PIROVIS. a tNE Feae TIu T� rteReL A EFFICOIGY) 2•De. 11h T�MIOM RMQAJ - w"I'm !,Mo GRBATROOM PRE-IIHREz . CLG FAND \ BKO GFI _ I _ OUTLET I I • I SWITCH IN CARNET I L FOR I�IBN P�VDR I L L HOOD WIRE \ I , W/OUTLET FOR — — — — — — — _ O I RANGE FUTURE M. WAVE C141MES i '_(d• �I I — ryTT�pp FO 1 OR I � I F i LED LIGHTING ® PEDESTAL SINK R' CHIMES METER FIELD VERIFY G�YRp13E , �igy \I LOC. GFI �_-/ RUM PS M Y IRRIGATION OUTLET • GARAGE — — — — — —+ PROVIDE rN - CU, • cu AL. E 9 V/e AL, iFLIN . FS a w 2• corDulr OR 7ro AL. bn1L Olt (CONDUIT TO TER" SNATE ABOVE SOPPIT • OVERMANOJ 48' AMP. DOOR PREWIRE 150 AMP ELECTRICAL RISER GPI 1 / NOT TO SCALE OINERAL NOTE& M c18024NTION SERVICE DIDCONlCt SWITGN AND ELECTRIC METER IN ISO AMP DM/O VOLT I A ELECMCAL MATERIALS AND SMTALLATIONS SHALL NEMA SR ENCLOSURE MLO PANEL CC"-LY UIRI ELECTRICAL PROVISIONS OP THE Pam 1TN @III®117� LOCAL CODES. AND ALL LOCAL POEM / GCMPANY REOUNIEMRRNI6. IBOA/UP •-------------------- . Q ALL CONDUCTORS SMALL" TAP! IN"%" UNLESS / NOW OTNMWS6 TWPti1OX SERVIca h CAILS LLL... OPT. ' auPr®NT odurmaN SeRVIae eouET ENT COACH_� - - - - .�— LIGHT - - --" - - POKER cDl•s•ANY T'ER INIER•YBTENT sOPDENG f IIAL AT LOW „�.,... VOLTAGE COIJIiGTI0N6 FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4' . I' -ID' s 1 V CI SERVICE AROUND CONNECTED TO GONa!!a ENCASED FOOTI R STEEL PER ELECTRICAL PROVISIONS OF TFE PISCIR 1TM EDTbN r202.i SN' DIA X S PT LONG COPPER CLAD dROND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeeWngroup.com AA #: 0003325 ro NEE o gill, O sysaiv. At LOT ABBOTT PARK LOT #7 BLK #13 PR OJWT* 04181.000-07131 ![ODR4L2 3EEB "2260-ELSTON" OA1tAd34 81INOt LEFT PAGE. FIRST FLOOR ELEPCTARI�CAL 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e UWV OUTLET 20 AMP tlISLE POLE WV OUTLET WV, CUTLET VJ OP O MAT Y21lD TO SMON DFI WV OUTLET NTIUWT Be" MIL sourm R /TIMFWR RRRTAM TTAU 220V OUTLET (4) W1E CCNNZCnM � M T -ty- OPI OOzLf NIEIEIE'IER It OWITC 4 SWITCW 3-WAY OPER W4 e11MCN 4-WAY CPER WALL M01N,ED LbWO CEILM LOW © LED CLO LISN? LED VA OI! ©Np PROOF LINK @ vp VAPOR PMWF LOW @ mmm eVENT. PAN I OFM FOR SPA PT. VLIIT. P.AH UYLIONT I CIIM F'aR eaz FT. (OrIllas Top WT rREL � .warn " ceulal-ecE MNr� ARdrm �� r wOl�ecoR �—v—a�r d 4• ifYCK LIOIR 0 PANEL METER OSD. wvm DETECTOR Alw �-1 WALL MOMM RAM. RAGJC.I& U SMOI(W Ow"KnOR NXtid� CANO® eca NFe- � TED S/� amw SWALLOW AD16TANCE OF NOT LEES 7WI N 4• vnmAR L2N7 1 t� WATIR4. 6b JMXT TWLEPIaE JASX W4TER NEATER DWCOlrser ENE " ON TILIVIOM JACK Na Wax Wamim JO TO Y N"Poot ID N ACCORDINaW W WON i-im MARaD Y SUON FOR to OE SUPPOwno N aaNa rAwtWArt AacORDANOR Ev WON MAIew AS EUaN FOR pnoa 24' NGYCWEWR L1SNT OTW nnnnnn 36'NCYOIECWN1 LkHR OTRP enno Aw NCAND96CENr LOW eTwP Repo LISHT CPT. EaawrrY Q I"AD • Pa FWN-WURav FORowrw aeW PCRr • LOCATION OP TV JACK. A PNDIE CUTLET. A FANS 10 WN VOWED • W"O"IR PRN-CONSTRUCTION MEETEAW. • ALL W 4 » AMP BRAN-4 CN rr& TO x ARC PAIL? PROTECTED PM ILECTIWCAL PIOVISIONS OF SCR ,T14 lDRIaJ [2m0)11STC 211 2CM mI71aJ • 20 AMP DEDICATED LAUDRA C W W. . WPI • ISLAND (NOT ON KRCI-EN CERCUR) • DOWAA"R DIECONN C7 TO WE LOCKOUT N PANEL • IbA.TMROOM ZXMA)BT FAN TO WAVE MIN. CAPACITY OF 50 GM MERATIDIf PER ELECTRICAL 10110NW"OF SECTION MWOII f2=Al • WO LAUNDRY ROOM RCEPTACLE $WALL WE ONO ND FALL? COMM.KrlIWWE.R PROTECTION PM P O EQI W ON PEeDtltl • WIRM MERNOD SRALL WE WON METALLIC CABLE PER ELECTRICAL PROv"w" OP lM17CR ,TH m (2E201 • ALL WORC TO COMPLY WRIT IL.ICTRICAL PROVISIONS CP tllE FWu,tW Im r2s/W1 • �R d? LkLA71Ni 1MIBT W! IIiRdY WAL'WM TYIN INR eFICIMICT) 2!0!. ,IA N�I?Ia,A .,eAI BM #4 v N F'RE-WIRED CLG FAN / L.j I I III I I I I F----7F-- �. @@@ADD --- OPT. I.OFI' WALL MOUNTED 3 LIGHTr�— WISWITC 4 IN ATTIC— ,I PRE -WI CLG FANN BDRM#2 BATH11'� 1 ' BDRM #1 Cam. .7 PRE -WIRED' CLG FAN V W V \ PRE -WIRED J BDRM #3 /--------------\ I I I I — — — — — — — — — — — LED LIGHTING @ DBL. LAV. BATH M ,v i---- I11 I wi�; i L i I I I I I k I I I L I LED LIGHTING @ DBL. LAV. BATH 1% SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-& SEN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdestgrWoup.com AA p: 0003325 0. o go 4 N w 0 x oulwiv. & Lwo .. ABBOTT PARK LOT #7 BLK #13 PROJRCTp 4181.000-07131 MODZIA 3EEB "2260-ELSTON" GARAGS OWING: LEFT PAGO: SECOND FLOOR ELECTRICAL 160 MPH EXP. C 2021 OCAM.T E2 I UVX& I I BNWR.PAN ------- IX j TL. P13-p• � I I I 1� vrR I IOPT+ II OPT. 1 SHWR — — — — — — — — — — -- -- AV L L3A'V. II �s 2' ' 7. i Fr LAv.I BR� BIK mZF=1 WAER I ' Ur_ AV. TIB 3' RANGE 3•�� OO • KITCHEN 81K W/ AAV I 23, Ir I vrR 3 II 2. PEp 3' SWG 3' '\ --------- 2 I co TO ? MAN PLUMBING RISER DIAGRAM -------------------- FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SE SCALE: 1/4 . V-m' SCALE: 1/4 . 1'-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdoeigngroup.com L AA #: 0003325 h oulml1. a LOT. ABBOTT PARK LOT #7 BLK #13 PROJWTp 04181.0 0-07 31 MODZIU 3EEB "2260-ELSTON" GARAGZ BWEWGz LEFT PAGE: PLUMBING PLANS 160 MPH Ep C 202 PDATA 09/21/21 scAL:m 1/4"=1•-0" slimm P1 oulml1. a LOT. ABBOTT PARK LOT #7 BLK #13 PROJWTp 04181.0 0-07 31 MODZIU 3EEB "2260-ELSTON" GARAGZ BWEWGz LEFT PAGE: PLUMBING PLANS 160 MPH Ep C 202 PDATA 09/21/21 scAL:m 1/4"=1•-0" slimm P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MEC IANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITW EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 603) I. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND 61MILAR BATHING FIXTURES SHALL DE MECHANICALLY VENTED N ACCORDANCE WITH FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH RD", SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILNGS AND WALLS BIHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANMC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS, ATTIC GEILNG O O EXTERIOR WALL PLENUM ? y AIR RETURN ,—SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR -ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 30'12A 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 J06AM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIAMC vFLOOR SLAB CLEAN -OUT (TYPN) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN N LIGHT O/A OUTSIDE AIR o THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONK.CONDENSER W/ (23-3/I6'X2' TAPCON UNIT SIMPSON WB ROLL STRAP OR EQUAL 4,SECURE STRAP TO UNIT W/ (2) RE SLAB '&XI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. ORAN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING [A 1'-81X6' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (gEXT. GROUND CLEAN -OUT (TYPN ) TS FIRST FLOOR MECHANICAL PLAN LE, 114 • F-0' SL1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 b 8 b 0 6 � [aVaDIV. as ME ABBOTT PARK LOT #7 BLK #13 PRD"=T# 04181.000-07131 1LODMIa 3EEB "2260-ELSTON" GARAGM 8WING1 LEFT P'T%IRST FLOOR MECHANICAL PLAN 160 MPH EXP. C 2021 r:A"llU 09/21/21 p. 1/4"=1'-0" T Mi SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 " V-V /.� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407.774.4078 w .ebdesigngr( up.com AA 8: 0003325 > UDDIV. aL In ABBOTT PARK LOT #7 BLK #13 1pimommW 0418 .000-07131 xoamu 3EEB "2260-ELSTON" 0AXA01M BTrW : LEFT pCOND FLOOR MECHANICAL PLAN 160 MPH EXP. C nw09/21/21 scAl m: 1/4"=1'-0" 9113wr M2 2X4 TOP PLATE R R PRE -PAS TRUSS W. CLG. BOARD 1/2- DRYWALL —t T` r SECURE By — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O,C. MAX FIN. FLR 2X4 WOOD STUDS 024' OL, ITIONS SUPPORTING HUNG PLUMBING P.ES AND WALL dETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' D.C. OR, NOT THAN 2x6, WHEN ED NOT MORE 24' OZ. 1 TYP. INT. WALL ( NON—BRG. ) D1 SCALE. 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNIDERLAYMENT AS PER POOR W511 ROOF SWEATHING THICJOE66 AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE -ENO TRUSS TTCYAP' MTL. DRIP EDGE2x FASCIA PERELEVATIONS VENTED SOFFIT 1/2- THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0•-0' FIN. FLRl �— 3 5/6 ' OR S V2' DRYWALL 3/6, TOP CHANNEL C25 GA.) t,2' DRYWALL 3 5/S' OR 5 3/6' FETAL STUDS 24' O.G. 20 GA METAL TO BE Af— INSTALLED M WALLS IVING UPPER/ LOWER 9 5/S' OR 5 CABINETS AND TUB/SHOWER 25 3/S' BOTTOM CA METAL TO BE INSTALLED C44A CHANNEL fM N ALL OTHER WALLA. STUDS SECURED TO BE SPACED 16' O.G. AT "CsA C;O TO TO GONG FLOOR WALLS ADJACENT TO FLOORW/ 3/4' STAIR WELLS AND BATHROOM 4 TO WALLS W/ TILE FINISH WOOD FLOOR UY I/4' WOOD WOOD BASEBOARD— SCREW `FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. D 1 SCALE. 3/4'.I'-0' /V GYPSUM BOA OR V2' HIGH STRENGTH GLG. BOARD SEE ENERGY CODE FORME INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION �WINDOW ATTAC 11 ENT AS PER MANUFACTURESSP SPECIFICATIONS REFERENCE STRUCTURAL b12 P.T. FURRING STRIPS • 24' O.C. 8' cm 1/2' GYP. WL. BD.� WOOD BASE W WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBGR W5.1.1. ROOF 81EATWM TWICUIESS AS PER SHEET 8NL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM - SOLID GROUT W/ (1)- 45 (2) COURSE 1/2' THICK 2 COAT PORTLAND C?MENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM 21 SCALE: 3/4'-1'-0' 0� ° • ROOF SHEATHING THICKNESS IS a' ENGINEERED PER ASCE 1-16 IN •' ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. �TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (2)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. ■.i.aw e.s u. tQ au�v. sr--• OVWWUP DOM 4TIR7VAL In& NRfIC.4. 7RK'K r.x — . a GAS LINE MRU BLACK I GARAGE DOOR JAMBS aCd" �' D1 SCALE: 1 1/2'=I'-0' FIBERGLASS SHINGLES FIBERGLASS SHAJGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE UY 0) 12d NAILS AS PER POOR SM.U. AS PER PBCR 905.1.1. 6 EA END ROOF SWEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SWEET SNI. SWEET SNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MA1. x PRE-�+ WD• TRUSS Ax. 2x FASCIA PER ELEVATIONS o• ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHNG COW. 2x RAT RUN SECURED PER THIC413NE88 AS PER STRUCTURAL DETAILS WALL SWEAT14NG SWEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SWEET SNL SECURE PER ON SHEET SNI P'ER ELEVATION FASTENER SCHEDULE PRE -ENO. GAE51-E TRUSS 5/8, GYPSUI'1 BOARD OR 1/2' ON SWEET SINE HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRU88 WEEP SCREED 2x P.T. SECURED PER WIMP 6CREED STRUCTURAL DETAILS 2x P.T. SECURED PER R-4JINSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANMUFACTURES SPECIFICATIONS PENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 6 24' O.C. IQ' THICK, 2 COAT V2' GYP. WL. BD. PORTLAND CEMENT S' Cm PLASTER APPLIED U)DOD BABE DIRECTLY TO MASONRY ..'.' 0'-0' FN. FLR,L V CMU� 0'-0' FIN. FLR a. a. ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ° a „ ACCORDANCE WITH FBCR 2020 4 1TH EDITION, SECTION R301.13 AND 1609=✓.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE ri11—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/s .r-m UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdestgngroup.com AA #: 0003325 h rd tA 4 ti mmmoN ABBOTT PARK LOT #7 BLK #13 PllOjzcT# 0418 .000-07 3 MODEM, 3EEB "2260—ELSTON" OAVA*Z BVMCGk LEFT PAGE - DETAILS (SHINGLE) 160 MPH EXP. C N DAT& 09/21/21 SCA*.m. 1/4"=1'-0" Isliow D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH LNDERLAYMENT AS PER FBCR W311. AS PER FBGR 905.1.E ROOF SHEATHING ROOF 814EATHNG T14100668 AS PER TWIC 04ESS AS PER SWEET SNI. SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. 14PER PRE-ENG WD. TRU96- 24' OG. MAX. EVATION 24' O.G. MAX. METAL DRIP EDGE METAL DRIP EDGE— BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY GALCS FOR VALUES VENTED 1. O.H. 5/8' GYPSUM BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT rYP. OR I/T' HIGH STRENGTH CLG BOARD / VENTED — REFERENCE STRUCTURAL Ix2 FIRE -STOP SOFFIT 4.1 NBUL. REFERENCE STRUCTURAL If WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS HENCE STRUCTURAL 3/4' T 4 G GUBFLOOR 1/2' THICK, 2 COAT tt GLUED AND NAILED 1/2' THICK 2 GOAT—� PORTLAND CEMENT i�> SCHEDULE AS PER IL#JG PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY MASONRY R DO FIRE -STOP C v1�Af1—ON Do FIRE -STOP --- SEE STRUCTURAL SEE STRUCTURAL-- R LEVA ION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD V TION Dt2 FIRE -STOP DC1 FIRE -STOP R•4.1 NSUL. w WR4DOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK 2 COAT V2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. PURRING PLASTER APPLIED DIRECTLY TO 1�41nIGYP.LuL.8D. STRIPS • 24' O.C. DIRECTLY TO MASONRY S'CMU MASONRY DCU FIRE -STOPS 14 An // 1 Dc2 FIRE -STOP BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 0 5/8' GYPSUM BOARD np. OR 14' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP _ -4.1 NSUL. E�9 3/4' T 1 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 4 a w M R IfELEV ON R L VA ION S/8' GYPSUM BOARD OR 14' HIGH STRENGTH GLG BOARD a R-4.1 NSUL. Ix2 P.T. FURRING STRIPS • 24' OiC, a' crw 1/2' GYP. IIA. BD. WOOD BASE n ti Q:a. n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALES 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesW*xoup.com AA #: 0003325 dAN i Q 0 a >sxnmxV. to wln ABBOTT PARK LOT #7 BLK #13 PROJECTA1 0418 .000-07131 1[ODEL: 3EEB "2260—ELSTON" GAVAOX 01FDak LEFT PAGE: DETAILS 160 MPH EXP. C ARC 2 2 20 1 A AR a9723 DA� 09/21/21 SICALIM 1/4"=1'-0" alz3EET D2 mm 2X6 P.T. CENTER OP DOOR HEADER SECURED UV (V vY X V J-BOLT IW 4' MN. EMBEDMENT W/ 2' X 2• X V6' WASHER A NUT OR W/ (2) V2' X V ANCHOR BOLTS W/ 2' X 2' X Im UlZ" • NU7 Ig IN TO SILK UV m 10 10 V4' TAPCOW 1 V2' 10'110110- V OC. 4' END 0I6T. 1 1/2, EDGE DIST. 11 2X6 GARAGE DOOR MJC K EEC MMO W/ (S) I/I' X V J-BOLT OR ANCHOR BOLTS, UV 4' MN EMBEDMENT, UV 2' X 2' X VA* W664ER 4 NJT. (0 WTHIN V OF TOP, (1) WITHIN V OP THE SI1M. IS (3) EVENLY SPACED. NOTES+ ALL ANCHORS 6HALL BE N ACCORDANCE TO M4WlACTU112" INSTALLATION RJSTI6UCTION6 WERE AUCW NATRI)CTIOHA ARE M1 W AIWWsWIJT GARAGE DOOR BUCK ATTACHMENT • w'.Tr 6' cm V2' DRYWALL Ne4 P.T. OR 5/4'X4' MN SECURE 11-m FRAME 4 a I'X4' EXTEND 1-114' INTO P.T. NAILER BLOCK UV 3AW TAPCON6 DOOR CASINO. SHANK SIZE 10 MR HEAD SM 300 MIL EMBEDMENT 1-1/4' WITHN V OF EACH END DOOR JAWIN MB OR DOW 4 16' OfMAX MACNG ATTACH TO 2X PER ?'~ACTURE6 DETAILS. NOTE: SHIM AS NEEDED TO M L B JAMB (DO NOT EXCEED I/4') DOOR JAIIR TO BLOCK +3/4' OR +8/4" /1wa01t TO BLACK +3/4" OR +5/4" 2X4, TRD SECURE TO BLOCK W/ 3/W'TAIRO" (MK SHANK SIZE .145 MN HEAD 612E 300 MN. EMBEDMENT 11/49 WTI41N W OF EACH END A B' OC. MAX 6PAGNa 2X6, SECURE TO BLOCK UV(2) 3/I6' TAPCON6 (MN SHANK SIZE J45 MIL MAP SIZE 300 MN EMBEDMENT I LAW) 6. CMU WITHIN V OF EACH END A W OG MAX SPACING. IR' DRYWALL 2X& 12® D M4• SECURE TO BLOCK P.T. NAILER UW2) WW TAFCCND MN SHAW SIZE 145 DOOR CASING MN MAD SIZE 300 MN EMBEDMENT I I/4-) WTNN V OF EACH END A B' OG MAX DOOR JAMB OR UNDOW ATTACH TO 2X PER MARFACAIRES DETAIL& NOTE, 61411 AS WEEDED TO PLUS JAMB (DO NOT EXCEED V41) DOOR JAMB TO BLOCK +1 1/2" /1LIRdDOR TO BLACK +1 1/2" 2X4, SECLA E TO BLOCK UV SAW TAPOOW MN SHANK SIZE .INS MN HEAD SIZE 300 MIN. EMBEDMENT I LOW) WTNN V OF EACH END 4 W OG MAX 6PACINWL 2X6, SECVIE TO BLOCK 111") 3/16' TAPCONS (MIN. SILO SIZE J4S MN. HEAD SIZE 300 MN. EMBEDMENT 1 1149 WITHIN 6' OP EACH END 6' C U 4 IS' OG MAX SPACING. V2• DIR'rUTALL 2XS, RE ❑ SECURE BLOCK I'X4' K2)3A ' UIJf2) 9/K' TAPC:q1t14') P.T. NAILER MN SHANK SIZE IA6' OGJ3. X W MN MIN. HEAD 612E MN EMBEDMENT T DOOR CASING WTHIN V OF EAND A W O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MWNR'Ar.rA' ES DETAILS, NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT OCCOD 1/49 DOOR JAMB TO BLACK +1 15/18" 1� if TO HIACK tl 15/18" 2X4, IIIIII SECURE TO BLOCK UV SAW TAPCONS MN SHANK SIZE J46 MI. HEAD SIZE 300 MN. EMBEDMENT 11149 WTNN V OF EACH END A IV OG MAX 8PACIN(A NOTE, 81RUCTURAL 2X MUST BE 2X6, = ON OUTSIDE A SECURED SECURE TO BLOCK 7141100 1 NON-STRUCTURAL 11110) SAW TAPCON6 MW TAPCON MIN 1.1/4, MN SHANK 61ZE J45 EMBEDMENTINTO BLOCK MN HEAD 612E 9" MN EMBEDMENT 1 V41) WTHIN V OF EACH END a, Cm A N' OG MAX BPACNWL IR' DRYWALL 2xS, ® 6ECUR6 TO BLOCK I'X4• ILIND NIS' TAFCON6 P.T. NAILER MN SHANK 80E .HS DOOR CA664 MN HEAD SIZE 3" MN EM1D7[DI"!M I IAA') UMIN V OF EACH END A W OG MAX 6PACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +2 1/4" r�mL4DOLF To BLACK +z 1/a" 2X4, 0111 SECURE TO BLOCK W/3/I6' TAPCON6 (MIN SHANK SIZE JO MN. HEAD SIZE 300 MIN. EMBEDMENT 1 114') WTWIN V OP EAC14 END A W Or— MAX 8PACNG. 2X6, = 6ECIJRE TO BLOCK 402)3AW TAPCONB (MIN. 614ANIC SIZE JO MN HEAD SIZE 300 MN EMBEDMENT I VW) OP 9AC44 END i O C 6 C AJ lei M SPACING. VY DRYWALL 2xJ6, ❑ SECURE TO BLOCK rX4' WK2) US' TAIMCONS P.T. NAILER MN SHANK SIZE J4S DOOR CASING MIN. HEAD SIZE 300 MN CI'BEDMENT 1 V4•) WTNN V OF EACH END 4 WOG MAX SPACNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MA IPACT1RES DETAILS. NOTE, SHIM AS HEEDED TO PLUMIS JAMB (DO NOT EXCEED 1614') DOOR JAMB TO BLACK +3" 11 2" SECURE TO BLOCK W/ SAO'TAPOONS MN SHANK SIZE J46 MN. HEAD SIZE 300 MN, EMBEDMENT I I/4') WITHIN V OF EACH END 4 W OG MAX BPACNG. NOTE, STRUCTURAL 2X MIST BE 2X6, = ON OUTSIDE A SECURRD SECURE TO BLOCK THROUC44 NON-STRRCTURAL IW(2) 3A6' TAFC4" SAW TAFrON MIN. I -VA' MIL SHANK SIZE J46 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MN E1 WOMEW 1 V4') 6. CMU WTNN V Cr EACH END A W Or— MAX SPACING. IQ' DRYWALL 2X& ® M4' MINE TO BLOCK P.T. NAILER UY2) W16' TAPCONS DOOR CASING MN SHRANK SIZE J45 N H MEAD 612E 3" MN EMBEDMENT 1 1/4') WITHEN IN V OP EACH D A WOG MAC SPACING. NOTE, SHIM AS HEEDED TO PLUMB E JAMB (DO NOT XC® V4') 2ND 2X SECURE TO STRUCTURAL MERIDIEM WK2R2d L"WN V Or EACH END A 6' TO V OG MAX DOOR JAMS OR WINDOIU ATTACH TO ZX PER MANLPACTMS DETAILS, DOOR JAMB TO BLOCK +3" F 2X4, ISS SECURE TO BLOCK UV V4' TAPCONS (MIN. SHAWL 612E J46 MN HEAD 612E 300 MN EMBEDMENT 1 V4') WITHIN V OF EACH END 4 W OG MAX SPACING. 2X6, m SECURE TO BLOCK UW2) V4' TAPCONS, (MN. 814" SIZE J46 MIN. HEAD SIZE 3" MN. EMBEDMENT 1 1/4') WTNN 6. Or EACH END 4 IV OG MAX SPACING. 2xS, 0100 SECURE TO BLOCK WK2) V4' TAF'CONS MN SHANK SIZE J46 MN HEAD SIZE 300 MN !MBlDMtNT 1 V41) WITHIN V OF EACH END 4 IS' D.C. MAX SPACN6 V cm IW DRYWALL MA4' P.T. NAILER 1/16. OSa X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER 1'~ACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 7/18" yR1%IDOII TO BLOCK +9 7/18` 2X4, SECURE TO BLOCK UV 114' TAPCONS (MIN. SHANK 61ZE J4S MN 14EAD SIZE JIM MIN EMBEDMENT 1 1/49 WITHN V OF EACH END A 16' Or— MAX 6PACNG. 2X6, SEGJRE TO BLOCK WW2) V4• TAPCONS (MIN. SHANK SIZE JO MN HEAD SIZE 300 MN. mintoMENT I V41) WTNN V OF EACH END A B' O.C. MAX 6PACNG. 2XS, 1=1 SECURE TO BLOCK UUK2) V4' TAPCC N6 MN. SHANK SIZE US MN HEAD SIZE 3" MN. EMBEDMENT I 1/49 UWTHIN V OP EACH END 4 IW OC. MAX SPACIN& NOTE, STRUCTURAL 2X MUST BE ON OUT6ID! 4 6ECIRED THROJ31H NON-611"TURAL 3A6' TAPCON MN. 1-1/4' EMBEDMENT INTO BLOCK L�1 6' Cm VY DRYWALL ❑ I X4' P.T. NAILER j� 1' P.T. X 4' MN DOOR CASNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANWACTUE6 DETAIL& NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3 3/4" /�1LIIIIDOB TO BLOCK +3 3/4" v 1441 N. RONALD REAGAN RLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.mm AA B: 0003325 O a CFos C sLvaaly (Ie LLOT: ABBOTT PARK LOT #7 BLK #13 PROJWT# 04181.000-0713 Dcoaa14 3EEB "2260—ELSTON" GARAGN 8WINCH LEFT PAGIM DETAILS 160 MPH EXP. C 22 %rg 09/21/21 NCALi M 1/4"=1 —0" x2mcm D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL4 MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/20U 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 138723 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. FSTRUCT. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495A SIMPSON COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFIT$ 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/32/2024 1S353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17969.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 S678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395S.4 THERMA•TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/StDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 22/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING Single IRe EKE DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING- RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 4) W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2022 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdealgngmup.mm L AA k: 0003325 FaEJ C POOR a Lan ABBOTT PARK LOT #7 BLK #13 PROJECT#] 04 81.000-07 31 31LODEL4 3EEB "2260-ELSTON" GARAGE aV/IIJG: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH OR C INSTALL PASTENERS (CLIM, "MORN IN NOTE, STRAP!, STAPLES) AS APPROVED GUILDN6 WRAP 6NALL ESE LAPPED A MNFR91 OP REARED TO SECURE MPG WRE TO PRAM M �' 6' • VERTICAL LAPS (ROLL END LAYER �, END&) J 6' . HORIZONTAL LAPS. STUCCO WRAP • ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE V WTH ME T NER SHEATHING TAPE WRB LAYER 7, PORTPOM / BULL.DING PAPER PPEPORJMED CONTROL JO / �' .� '� COAT CEMENT PLTWICK / \ METLATH 6'x6µSELP-ADHERING MlhBRNJE FLANGE OF CONTROL JONM T 00 WRED TED TO LAT1i • S' \ ASTER3 � WRB LAYER 9, PORTPBER / \ PLASHING OVER 4k4' SELF -ADHERING MEMBRANE OGM MAX (VERT.X NOTE,. DO EUILDN6 PAPER PLASHING OVER APPROVED NOT FASTEN CONTROL JOINT TO r nu LIr . rcru u.w ` HOIS! WRAP 1441 N. RONALD REAGAN BLVD. Ua11.L EVEN P STUD EXISTS PLASH6tlr TO ocTRm ONTO PIPE LONGWOOD, FL 32750 BEYOND EXCEPT STAPLE6 aV W LEG MAY BE UBm TO TEMP. APPROVED METAL LATH PA&TENED n' (VERTJ OG. MAX X X ' 4k4' 6ELP-AE*L9t G M'OMBRANE PN: 407-774-6078 SECURE CONTROL JOINT AT SUPPORTS X X X PLAGNNS OVER APPROVED FAX: 407-774.4078 DISRNG INSTALLATION Y,RB LAYER 9, �_ I mouse will www.abdesWngroup.com FASTENERS TO BE SPACED ancoo WRAP METAL LATH R-ASNINIS TO EXTEND ONTO PIPE AA M: 0003325 • T' O.C. MAX VlRTIG4LLY MIN UJOOD SHEATHING I 1Ji' OONT. BEAD OP SEALANT • ' • •• . '. w y' . - a• ,4 .. .. . J'a`:z• .�+s> a Is' LAP AYYER 9, FOMPBER i UAIB LAYER 9, I STUCCO WRAP j' THICK 9 COAT CEMENT META TN ASTER IF�iLelWES �i�le ieR 10RTPIDER "00%1IO 1OUG WRAP AIR INSTALL APPBARRIER OVER RFILTRATION ATWM _WPM r11--ELASTOMERK CAATN6 OVER STUCCO/ BUILDING PAPER / MISS_ _._ _ _ - uJRB LAYER 4 \ _ STUCCO WRAP GV. PNSH (SEE T1T WALL SECTION) LATH SHALL NOT BECONTNUOIJs toe' IUOOD MIIATNINp I SECTION F EC N BarVYNYarMNb THROUGH CONTROL \MK /J, Esterlor uae of portlaM oamert phear BE STOPPED AND sham comply with fro appiceUon TED AT EAC9.1 SIDE. /� I `�PRovDE ?X4 BLOCKING rIyN PER .4611MI C106a PLACED PAT MAX 6' TO S' LAP, r OAR Irretellation of edarior kfri" and sang PMM C*47"M JOINT 1114•NI ALL L w shall wmply wfh ASTM C 106&19e, \ CONTROL JOINT PALLS ON or ASTM 1TeT. L ASP NER6 POR LATH TO BE NAILS OR 67MAC1URJ. 6TlJD 2 6CALLh I IR'.P-O' STAPLE° IN COMPLIANCE W A6TM C106a 2. WRE TES TO BE (NO. I&) 0A41S' WIRE / — 6. BLOCKING SNOIW MAY BE N ADDITION/ TO WALL STID6 WISDOM) PER PLAN 6 4k4' SELF-ADIERNG MEhIdWE PLASHING (COMPATIBLE W( HOUSE ,R, VERTICAL LATH WRAP MATERIAL) Oven APPROVED HOUSE WRAP. C 0 q �Ra gp �1tl 4 $c PAPER DETAIL PJ eeuun ro eXT,DJo oNro PON WOOD STUDS I' OR LESS P M 6k6' SELF-AD}ERNG MEMBRANE PENETRATION PLAS14M (COM PATISLE Wy HOUSE WRAP MATERIAL) OVER 4k4' L GMATHaRi .::.,.' ,,. SELF-ADNII M NlhBRANE 81DE LAPS OF METAL PLASHING OVER APPROVED MA61ER BASES SMALL bIOUSE all BC SECURED TO BUILDING 6, wrl h_y46NIN9 TO EXTJs� ONTO PNPE O"M" TYPE CONTROL , JOINT Pie SMALL MME BE & PAPER w » s N WITHLEEN k ( - W WITH om410-i6-eL (uI-Nru eTueeo „• L.v . L..w cuT .wD OVERLAP ONE 6DE aP g WRE AT NTERVALS NOT f• LM a PARR SELP-ADVERIM, MEMBRNE MORE THAN W (22S-INFIX PLASHING CUT AND OVERLAP ONE SIDE CP O AS PER asTrT CI06s. STEP al STp wl ADFERING NtNEIRANE FLAMM O LPOLDP6WO.n.A O LROW MUM n.A ®NaD ACNIAN.Fr. Is ® KICKOUT eIQRL ® PORREPAIR O'TEAVA HORIZONTAL LATH PIPE PENETRATION DETAIL (FRAME) DETAIL M WM Y01AYERH,TEARS MAY BE PATCHED TA $C PAPER DETAIL 34 "!MOUSE WRAP TAPE N.T.S. PER MANIA. SPEC OR .al.e PEEL 4 STICK s aysa:v ec =JOT: WOOD SHEATHING ABBOTT PARK OR cm Pf. ALD NWIO. O LP°L°PaWo. n.A LOT 7 L atA.E � � s x aalAr . Orr.s ' :� WRB LAYER Pl, * asAIN -"t C a OSAN . Pr. e F STUCCO WRAP (FRAME ONLY) B LK # 13 a POW n. O OAR In. v PROJMT# WITCH TILL Pf. 0 Tau 041111 ® THICK, 3 COAT CEMENT 04181.000-071 1 ® PLA87ERCFRAME), I/4' z GOAT LEGEND >�D� CEMENT PLASTER (CMU) 3EEB Illst METAL LATH (FRAME ONLY) "2260—ELSTON" LAP WRI5 4 TAPE OVER DRAINAGE PLANE (WRB oAim►oa 8wn4oJ • Ora° o ROOF WA l Or —REED LEFT — LAYER 01, STUCCO WRAP) Pwa>c MAI- PAID. Ma j' THICK 3 GOAT CEMENT ��. Z 5'X5' 'L' TYPE CONTINUOUS _ , _ , _ WALL WRB LATER2 (FORT11=1BER _ M _ M _ - PLAomw TGw"COAr E Z CsALV. METAL FLASHING ASSEMBLY aRD LAYERQ PORTPIBCR ;� L (NAIL TO ROOF DECK, NOT BUILDING PAPER) BULLDNaPAMRnRYeoLYJ WALL SHEATHING) DETAILS TAILS 'JRBLArERz CAP � INSTALL WITH ROOF CEMENT PS METAL LATH X—X—X—X 160 H STUCCO WRJIPtrRMMS oar) LAP LArsPS A sIIA.DfM s41P 0.0 � STUCCO aLTN I �.� R"frsslaa av �i RooF CEMENT WOOD OR 1 /16 " ZIP WALL ROOF PER ELEVATIONS SHEATHING (� OlfAlu PAN" a" 5ELF-ADHE51VE FLASHING NOTE. METAL LATH: LATH TO BE PER SECTION `22112L R103.-1.1 / ASTM C-541-14a, MIN. 2.5 LBS. PRWT OWN"RlD~ ,�'d'O �T; 6°Tr'Ud`O"awa, DA7m 09/21/21 e"„n„w w PER SQ. YARD (UTILITY OR NOMINAL 8CALM1/4'-l'-0" oRP Na HSOUTAPa•. LATH DOES NOT MEET SPECIFICATIONS) azM�RT mom 1R'snow PAAaA wNAP 6iANT O"L" FLASHING 5 N.T.B. d Y ��7 A INSTALL 6' SELF -ADHERING 44 MEMBRANE FLASHING, OVER STUCCO TOP. SIDE(S) AND BOTTOM FINISH FLAM EOr TWE E 04"T. LE FRAME OF THE EXHAUST. W SELF ADHESIVE WOOD CONSTRUCTION FLASNNG TO BE, L BOTTOM. 2- SIDES, 3. TOP OVER TOP 4 SIDES i VENT CAP IS TO BE SET N BED SELF WOOD SHEATHING OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE FLASHING loe LAYER 01, TOOLED SO AS TO DEFLECT UNIT STUCCO WRAP STUCCO WATER AWAY FROM JOINTS. 1441 N. D REAGAN BLVD. :XE-Z BG BEAD ALL ARND PREMANUF DRYER LONGWOOGWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN WRB LAYER 02, FORTIFIBER PH: 407-774-6078 1 JOINTS AND INTERSECTIONS ' ' APPLY SEALANT AT PERIMETER OF CONT. SEALANT) BUILDING PAPER FAX:407-774-4078 www.abdesigngroup.com BACIMR ROD NON -MOVABLE FRAME AND STUCCO Y' CAULKING • JOINt AA N: 0003325 ALL ALROWDS SEALANT • A I TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHNG I PER SECTIONR703.7�� PLASTER LAYER N, EtAerlor Isthing ep�wi t ing STUCCO WRAP BAC4MR I Exterior comply wiof th Lionent plaster 6B DRYER VENT (BLOCK) ye' LAYER n,FORrIFreER shall can with the application TO �' MID -WALL DIJILDNG PAPER requirements of ASTM C 92618b. WEEP SCREED METAL LATH X_. k: Installation of exterior lathing and framing Woo 1/8' TEXr14!!D 1 CONSTRUCTION PUSH • WOOD shall comply with ASTM C 1063.19a, X: or ASTM 1787.PASTEN W IS LAYER 9, " ., I;.. 6' SELF-ADHESIVE MEMBER to WOOD StRI1Ct11lAL STUCCO WRAP ')`' FLASHING e, CHU MEM6ER . r on MAX HOODED VENT BUILDING PAPER OVER 'QUICK WOOD FRAMED Nr' To1j• MIn.wALL i' THICK, 9 COAT CEMENT FLASH' r — — — WALL uEeP aced PLASTER METAL LATH _ HORIZONTAL WEEP SCREED s WPM LAYER -2, FORTIPIBER PIPE THROUGH . `+ BUILDING PAPER WALL ( FRAME TO FRAME 6' Uv a STRIP SELF LASWINIG., CLEAN WOOD SHEATHING I MASON FBEFORE APPLYING Tl T)tTT T) x7Tl LTm /T1Tl A LLirn YYi tEMIJIRD ';.-' WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER 6' WIDE STRIP SELF APPROVED WIZB ADHE6NE FLASHING, CLEAN I LAYER 'I MASONRY BEFORE APPLYRYs STEP #) STEM Z FLASFING ELEC. METER FIELD I STONE vENR 4 BCRATGH COAT VERIFY LOCATION ELEC. METER FIELD LOCATION APPROVED HosEuRAPVERIFY WRB LAYER 01 BELOW , STUCCO WRAP HORIZONTAL WEEP SCREED 7 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT T INSTALLING: PRIOR O NS ALLING ELEC. CUT SUCH THAT NO MEMBRANE ENTERS BOX,OVER 9 APPLY i0 MIN GRADE D FELT SELF -ADHERING MEMBRANE FLASHNG A/STONE VENEER METER APPLY TO FACE SELF-ADHERNC, FRAME TO BLOCK ( z EDGE PLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROVED HOUSEWRAP ISOCYANOTE-POLYBLEND FOAM WRB LAYER 02, FORTIFIBER LEGEND ('GREAT STUFF' OR SIMILAR) BUILDING PAPER APPLY A SILICON STEP *3 STEM' *4 DRAINAGE PLANE (WRB T AT POINT LAYER 61 STUCCO WRAP) TWAT ELEC. WtRE PENETRATES 8 Q dC 5 EL Rrv. & TAT: ABBOTT PARK LOT #7 BLK #13 FROZZICTIP 04 00-07 31 S[ODEL 3EEB "2260— ELSTON" GAVIIIWX E WINC : LEFT PAG>c: WALL ASSEMBLY DETAILS 160 MPH EXR. WRB LAYER e2 (FORTIFIBER ...... — — COATTIINI�R ' BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT (SEE METAL LATH X—X—X—X 4 1 COAT OF PAINT W/BACK- APPLY CR 6BEAD— SECTION) ROLL PRIOR t0 GRADE 'D' . . METAL LATH STUCCO ELEC. METER INSTALLATION FELT -PROVIDE (1 2 PROVIDE STUCCO SCRATCH SEALANT AT ALL L COAT LARGER THAN THE ELEC. INTERSECTIONS aJ WOOD OR �/16` ZIP WALL ® METER CAN OR METER CAN SHEATHING COM130 OR METER CAN AND SELF-ADHESIVE FLASHING — — — — — 70 DISCONNECT NO NOTE: D TM 09/21/21 METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT e�-fiEP c,�TEE' #� ECALM1/4'=r-0" R703.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. 8 PENETRATION PER 60. YARD (UTILITY OR NOMINAL O ELECTRICAL RECEPTACLE Ear LATH DOES NOT MEET SPECIFICATIONS) 9 WA2 WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WOOD WRB LAYER 42, FORTIFIBER COHbTRUUCTION BUILDING PAPER fT0 V HAT CHANNEL i' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED 61 EATWM BEHIND WEEP SCREED WOOD SHEATHING WRS LAYER 1, \` i STUCCO WRAP - ;' THICK, 3 COAT CEMENT — �` PLASTER i ► `� 6' SELF-ADHERENG CUSTOM MAD- ' FLASHING WRAPPED • TOP OF WEEP SCREED TO SMATHNG BELOW WIM LAYER -1, STUCCO WRAP WSS LAYER 02, FORTIFIBER I BUILDING PAPER 6' SELF-ADHEREING WRB LAYER 1, f RA6HNG WRAPPED STUCCO WRAP ` �a ; • CORRNER OF CANTILEVER C.O AM66-WFIIIC-� ` 4' POSITIVE DRAINDRA WEEP SCREED 140 GAP N FIELD (BHIOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE, 1 1/2'"1'-& NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 6/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION S/6' TYPE 'X' DRYWALL LLVTEXTURED 4 PANTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER •! a' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON UEATI$R RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER ? i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER)DEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKM PRE•ENGU T16k6 WEATHER RE�61ST WEATHER 001616TIVE BARREN-2 j' THICK 3 COAT CEI EM PLASTER METAL LATH WOOD "ATHN6- (SHOWN FOR C .ARFICATION OF SEPARATE ACCEGGORIEG ONLY) I EXTERIOR GRADE A' GAP FOR BACKER DRY WALL ROD 4 SEALANT - � � 3 COAT CEMENT VINYL GAGING BEAD XE .OEAQ IM WATER PROOFINGNG lot- '-�� LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE V X 3' 26 GA GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 6TICIU GET N FULL BED OF W PEEL 4 SEALANT. k' MN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK & GAP FOR BACKER I )j'XI ?A' P.T. OR 69'ULATED ROD 4 SEALANT WOOD (TREX) FILLER VINYL CAGING READ WATER PROOFING 4t WEATHER RESISTIVE LAYER BARRIER 1 8TK'JC) WRAPPED PROM WEATHER RESISTIVE ELALC40 NY DECK TO ' BANNER CANTILEVER PEEL 4 STICK . DECK MEMDRA 114 DE HP EDGE TFLOOR EXTEND OVER DRIP SW EI>GE '>�®® 3' X 3' 26 GA GALV. MK'TAL DRIP EDGE GET N FULL BED OF 0j'A 1/4' P.T. OR GF6LATE GEALANT, )j' MIN. WOOD (TREX) FLLER, SPACE FROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR BACKS VINYL CASING MAD ROD 4 SEALANT WATER PROOFING 14t FINISH LAYER R LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM W4 WM L04T ISALCONY DECK TO HAT CHANNEL CANTILEVER VINYL i THICK 3 AT CEMENT PLASTER METAL LATH .. �- _-. _�..... WOOD SHEATHNG WrtEXT11RED 4 PAINTED 6B-AAM,- PIN WEATHER RE k THICK 3 COAT CEMENT BANNER 4 PLASTER 4' WEEP Ee- E I VINYL CORNER BEAD P oGREEI VINYL CASING BEAD pip GdP N FIELD (6HIOWN FOR CLARIFICATION CP SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2LLl'N 61 EATHING !ATTER RESISTIVE AR��RIER 1 EAATER RESISTIVE ARRER n SAP. \ -EEL 4 STI,CIC I Ya'x3' V FLASHING FULLY EMBEDDED N ROOF CEMENT I X 3' 26 GA. GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT. )j' HK SPACE FROM DRIP PEEL 4 Y4' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT 041. 6/S' TYPE 'A' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WEATHER RE616TIVE BARRIER 1 WEATI-ER RE6ISTIVE BARRIER "1 >R -BMOR BATH COLUMN SHEATHMG LEGEND fill SAP. - I)14'x3'•L'PLASHNG DRAINAGE PLANE (WRB FULLY EMBEDDED N ROOF CEMENT LAYER 01, STUCCO WRAP) 1, X 3' 26 (jA. GAL V. METAL DRIP EDGE WRB LAYER 02 (FORTIRBER - - - - - GET N FULL BED OF SEALANTjJ'MN. BUILDING PAPER) SPACE PROM DRIP FACE TO TREX /NYL CASING BEAD METAL LATH X—X—X—X WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED PROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 1/1(o" ZIP WALL I' TNICK 9 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHNG I SELF-ADHESIVE FLASHING J / (GHOWN FOR CLARFICATION OP VINYL CASING BEAD J SEPARATE ACCESSORIES CNLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTB WOOD SHEATHING WRB LAYER 1, N STUCCO WRAP 2x FRAMNG MEMBER j' TWM 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER'J_EMENTR 2 1/2' C'�'sP oaen BUILDING PA FASTENED TO SHEATHING I WRB LAYER 01, -.. - c • T oc. HAY. METAL LATH1 STUCCO WRAP s WRD LAYER 1, ;' THICK 3 CO 1 WREj LAYER 112, FORTIFIBER STUclw WRAP PLASTER; BUILDING PAPER W. WOOD SLATNH &'SELF-ADHI V METAL LATH METAL FLASHINGWRD THICK, 3 COAT CEMENT LAYER'4, FORTFIBER BIILDNG PAPER , ' (EXPLODED __VIEW FOR PLASTER 1I CLARITY) 14A CORNER BEAD ® FRAME DRIP CAP \ WINDOW FLANGE 2 1/2" lk CORNER BEAD (FASTENER 4 SPACING A 1' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B CORNER BEAD (9) BLOCK WRB' LAYER N, STUCCQ, WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER��\ METAL LATH - THIICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-7744078 ww .abdesigngroup.00m AA 5: 0003325 r� a R a8 #A f O x iiiiiiiiiiiiiiiiiiiiii aTJmly ae LCTt ABBOTT PARK LOT #7 BLK #13 PnojwTp 04 81.000-07131 moDm,4 3EEB "2260—ELSTON" GARAGE BWMWQ2 LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 01 D TM 09/21/21 aCALM 1/4"=1'-0" 8*12 T WA3 WOOD SHEATHMG - -\ MIRE, LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDMG PAPER METAL LATH J' THIC14 3 COAT CEMENT PLASTER VSELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER sI, STUCCO WRAP WOOD SHEATNINCs WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER e2, FORTIFIBER BUILDING PAPER METAL LATH J* THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (:15C ( FRAME, W/BAND) & GAP TfP d' THICK 3 COAT CEMENT f A51NG BEAD PLASTER TO TRIM METAL LATH "I TRIM MEMBER • STUCCO TO BIDING TRANSITION LAYER FOR7IFIBER BUIL DUILDMG PAPER SIDMCs-, II,WOD SHEATHB•Ys UJIM LATFW -1, WRB LAYER 01,\ \ STUCCO WRAP STUCCO WRAP ' -- CCASI�BE�A 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD GMATMNS WEA.TFER RE616TIVE DARRIER M i RHSbTNE / i 11�� L W WI % GOING ' \ 1. WL--AOMERNM I PLASHr6'SEELP PLASNIM6 \ I UZATHIERPt-1RE ISTIVS ' \� WEAR NES&TIVE GTARTER STRIP iL�� leNa, ' 6ALVD METAL GALV'D METAL Z' R.ABHNG W H.ALNNG , v.. va, Ewan A- p70D'1�RIM MEM�R - � v• \ / x`�� I GAP Ur-41JLKNG \ / OR APPROVED BEALANM �� {a SIDING TO STUCCO ` ® BLOCK TO FRAME 9 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — SEALANT WINDOW FRAME 2X FRAMING MEMBER THICK, 3 COAT CEMENT PLASTER METAL LATH ......... ..... _ WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) Y4' GAP TYP NOTE: ; CASING BEAD WOOD SHEATHING SEALANT TO WINDOW METAL LATH: LATH TO BE PER SECTION ; R703.1.1 / ASTM C-841-14a, MIN. 2b LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT, MEET SPECIFICATIONS) I WINDOW FRAME STUCCOYWRAER P WOOD SHEATHING WRB LAYER 02, FORTIFIBER EYOON�TwICTION eELf-ADHER►a I BUILDING PAPER i i WRB LAYER 01, ulaooOFIEATwNdi R� I ;_• ;:? .. IJ' THICK 3 COAT CEMENT i STUCCO WRAP WEATHER I�lMTIVE I EIAMER 9 , r \ 'EAR -1 O LM PLASTER ; ; UJEATTRMlam P11"Tn,E �� / 61 HI AA TOP 1 WRB LAYER 02, FORTIFIBER°I°"s '' I VINYL ANGLED ,� BUILDING PAPERPLA6WINSI\i CASING BEAD / a .' METAL LATH � \\ \\ � 6A�R VINYL GASIWs BEAD i 6TARTlRlTRIP i�THICK, 3 COAT CEMENT I I ,;+ (EXPLODED VIEW FOR PLASTER WINDOW FLANGE CLARITY) GALVO METLL I CASING BEAD 0 RAISED 1'7A BAND (FRAME) SCALE: I I/2'• ' iS�Eoo�7"pp ---_BACKER RM) a z (IW96EaLePVC B� i I \ / rPLA8ESWIN • TH 9 PCOAT \\\ WEATHER RE610TIV! \ '"i„ DAPMER, WEATIlR RE66TIVE E AMMER 9 WEATFIFR RENITIVE DAItlIIER 4 ( Pt=) PVC BACKM SIDING TO STUCCO `WEATHER0E6I6TIVE ® FRAME TO FRAME EAAItltIER o 9 TRANSITION 2X FRAMING MEMBER BUILDING WRAP WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING I BELOW EXPLODED FOR CLARITY J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 ww .abdes4p* oup.wm AA #: 0003325 Big Z m 8 m ®in DIV. as IAT ABBOTT PARK LOT #7 BLK #13 PROJ=T# 04181.000-07131 MODSIa 3EEB "2260—ELSTON" GARAGZ BVIIQG. LEFT PAGIM WALL ASSEMBLY DETAILS 160 MPH E . C 2 rRMT Dw 09/21/21 CASING dCAM I/4"m1'-0" WAS AVARAW SEES MSS CM�EW ID BE TAKEN N KEEPING THE VENT R3CPERLY AND 10ALIGNED, VENT PIPE IS SEALED IFUTILQED. —RACE SHOWN N d"(:ALVMIQED USING 1-114" NAILS AT EACH CORNER. ROCPNGCEMENT SHOULDSE APPLIEDT-1 SHINGLEEDGESNEARTHE REPAMTTSN OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUTOUTTHE GO-GNECKVENT—INGNTHERO:F RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH THE CCNSTRUCTDN ZONES. CHART SHOWN. N THE EVENT A MECHANICAL VEIN FAN IS _ USED,9QE THE VEIN OPENINGIN ACCORDANCE WIRI VENT FAN MANUFACTURES PRNG CONNECT- INSTRUCTIGNS. DO NOT OUT NTOTRUSSES OR RAFTERS WHEN CURING THE OPENING IN THE ROOF. RE�MWVE NTERFERING SHNGILE NAI S AROINO THE PERIMETER OF THE OPENING SOTHATTHE NAINNG NAN E 6 THE VENT LAYS FLAT TO THE ROGFSHEATHNGSGDE THE CP AND SIDE FLANGES CPTHE VENT UP AND UNDER HE TOP . BOTTOM VENT NGESTOGAY CH TI e ATHESHIHEFLA LLOVITB ROOF HOOD VENT DETAIL NYLNG PLAMN JAMBS ruum PAGANS PYI P mm" SELL LExIBLE PLMNNo DO NOT SEAL BOTTOM FN STEP 6 M-PO lARILY — OLD -UP � S!O#E OUSE LA P(OR P t M RAUNDER) EAD POLO Noulam P- N AT JAY00 A SELL SLOPE SLL Mo. TO EXTER101! STEP 2 STEP '7 ASPHALT PGASTICCEMENT MOLDED AROUND BASE OF PPE AND WER FLANGE ALIEN R.AIMMS IV W. EDsi CT SILL RO. MECdLANCALLY FASTEN MINED EDGE3.(CAP NAL0. STAIPLES) -STALL DUPONT PLIDIUMP AS TI PLASMAS AT US PLUMBING VENT DETAILS COTS 6-PLY i, :OMNIOU %SE LLAA ANT ITLY TO WDON MA LAMM N 41E-PUN. MISS OR MA ADFBSWE - DAOLE PLASMAS Mns DRIP CAP wo-~ Ecw) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS - WIDE VALLEYFIASHNG 50I OR HEAVER FELT UNDERIAYMENT ASPHALT ROOF CEMENT O FASTNERS WRHN E—ENTERLNE II XTRAFPSTNERSIN END - SHNGLE MENDEND 9NNt1E AT LEAST 12'SEYCND VALLEYCENTERLNE O RN COINER AT ER AT 45 DEGREES FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, APPLY ON WU(O EQUAL)SEALANT 4 FLM FLABNNS APPL(LAN MG - OR ARCa SLOPE SELL TO EX NaM L IT IS TE CONTACTORS OUPONSSNLTY TO VEINY THE GOMPATIBILMY CP ALL PNODIIGt b NCLMNS MOLISS P. SEALANTS ( 3ELPmADNERNS ILANIN6 MATERALS USED DMIN0 C047O IWK 7. INSTALL ALL MATERALS PER MANIPAC31MRS MITTEN SPECPICATI@TS WiMtA L SEALANTS MAY FACT ADVERSELY F NOT Rm— AND SEAL JAMS TO SILL JOINTS WITH DOW M FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK PAMREPAIR SCM" SHOWN SMALL BE t"LEMENTED AT ALL WSJDOIIS WITH EVIDENCE OF WATER NTRJSION BELOW T4B WINDOW OPENING SEALLINTERIOR PE i"ETER OF WINDOW WITI SEALANT wam L IT IS THE =WAGTORS RESPONOWLTY TO VERPY TIE CM"ATIBILTTY OP ALL PRODUCTS IrUONG SEALANTS 4 SELF-ADNJBNS PLASHM MATERIALS WED DUR0M6 RCONSTRICTION. ]. /AINKL AT EXTERIOR UI04DOW AND DOOR OPENINGS SMALL SE WtALLED N ACCORDANCE U714 MAN RACMARE 'S INSTALLATION 4IISTItl1CTIONG AND APPROVED METIOD U OF MC RTO3A U N ACCOMANv SSTM MINISTRATION MANFACTWQR1, INSTALLATION AND PLASMNG INSTFA CTIONS, MVSEALANTS MAY REACT ADVERSELY P NOT ATIBLL WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.e bdeelgngroup.com AA #: 0003325 a i 0 O eunDIV. as L(OTt ABBOTT PARK LOT #7 BLK #13 PROJ=T# 4 81.00 -07131 MODErs 3EEB "2260-ELSTON" GARAGn BT FING- LEFT PAOM WALL ASSEMBLY DETAILS 160 MPH M. C 2 Al DAM 09/21/21 =AIM 1/4"=1'-0" WA5 - / I —2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE /g• ✓ I 1/8' TEXTURED ' FINISH A WOOD I/S µ 1/2' TEXTURED FINISH m CMU METAL FASCIA WRAP t.,,/--mr:TAL WRAP4'FASCIA \ © FLAN B WRAP ' FROM \ STUCCO, I' FROM \ --- -- WOOD WALL \\ \`\ �EXTERIOR WALL \ (FRAME OR CMU) \\ e-�'�- \ `\ NOTE: NOTCH FOR 2X6 \\ \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ FOR CLARITY \\ \ ROOF DECK (BEYOND) 00 `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) V8' TEXTURED FINISH • WOOD, I*, TEXTURED FINISH • CMU METAL LATH \ WOOD 9F�ATHBJG OR CMU UIRB LAYER w, STUCCO WRAP(PRAME ONLY) WRB LAYER 82, FORTIMBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT \ 1 '1/8' TEXTURED FINISH w / WOOD, 1/2' TEXTURED FINISH ® CMU / 2x& 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 ®PLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'X4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUS -BAND W/%'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x X' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x - x x x xx x x x x x x I x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x/ SUB BAND DETAIL® WALL W/KICK- OUT 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/114'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY u 1441 N. RONALD REAGAN —. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesWngmup.wm AA 5:0003325 a 14 a a QIJSDIV. & LOT: ABBOTT PARK LOT #7 BLK #13 PROD _T* 04181.000-07131 1EODEit 3EEB "2260-ELSTON" GARAGE 1117IING: LEFT PAGR: WALL ASSEMBLY DETAILS 160 MPH EXP. C 22 >sliffiST WA6 FOUNDATION NOTES 2'-l" 101-W TE-1 28'-r T-8" a. w SLAB TOP OF b � WI w (L Iw rI SLAB I~ m — — — — — EXTEND 7M-16X18 SLAB 1 1/2" lV i/ m 4" PVC CHASE X q ILL 0, N TOP OF SLAB V Z It N UP TO 2ND FLOOR W It (FIELD VERIFY w 11 Y EXACT LOCATION) O 1 it 9 atl� I fV 1 CVsC-18X12 �+ � ZI J r------- F.24x24 I T, 8„ —23,l„ I —8 — •—IDESLAB ro CWC-18X12 FJ11-W XTEND SLAB 1 10 -7„ m 4" CONC. ;p I I SLAB m I x io N ula io b ILL h I Q �i LL SIM. 1A 2 I a I y rn FM-18X18 — � m I LLI 4 4 I, v I 2'-10" '-4" V-4" '-4" 2r-6° 6'•a' zs'43" FOUNDATION PLAN SCALE: 1/4" = V-0" 1, SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-0", SEE SURVEY PLOT FOR NAVO. 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. 8. 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 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. E,NDICATES #5 BAR, MDICATES #8 BAR, EDICATES #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 1#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS, 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" ORS" 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 WWII SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6.6 W1.4xW1.4 OVER 3 1/2, 6 MIL VAPOF2 COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16' CONTINUOUS 18" - (2)#5's FMC-16x18 le" CONTINUOUS 18" - (2)#65 VARIES TEA S. SEE PLAN 8" - (1) #5's - 0g TE-2 it SEE PLAN 10' - (2) #Ss _ a 0"-0" F-24x24 24" 24" it (2) 05h (2) #5's F2.2444 24" 2C 16' (2) 's (2)#63 CW-16X12 16, CONTINUOUS 1T CWC-18X12 16' CONTINUOU 1T - (2)#6 #S IN CURB VARIES F7-30X30 30' 3d' 12' (3)#5's (3)#Vs I F1-24X24 24" 24' 12' (205's 1 (2)#5's I uL 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 , 0 d mm Dw� 09/21/21 OCALE: 1/4"=r-0" sign= sl 30' MIN. EACH WAY MONOLITHIC FOOTING I STEEL REINFORCING IN GROUTED �_ STEEL REINFORCING IN GROUTED - CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS CELL SEE PLAN FOR SIZE AND �� SPACING REQUIREMENTS vv •�' v: $-: GARAGE DOOR u I RECESS Fhr O "i 8" CMU WALL 8" CMU WALL I r . CORNER BARS, SAME SIZE AS LARGER BAR w e° R G E . , IN FOUNDATION WITH 30' LEG EACH h y - 47' +- WAY AT ALL CHANGES IN DIRECTIONS < •��r' TOP OF SLAB TOP OF SLAB I ... I SO THAT THE STEEL REINF. IS CONTINUOUS . ,; , e �^ ,—yam--, • � MATCH AMOUNT OF CONTINUOUS BARS • CURB FOR • SEE SLAB SCHEDULE ' j TOP OF GARAGE , SEE SLAB SCHEDULE I� v. CONTINUOUS STEEL MONOLITHIC L MASONRY UNITS SET I a EXT. PORCH SLAB Wl 112" ISOLATION BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) 6" CHAMFER (2STORY) #3 18" EXT. PORCH SLAB W/ 1/2" ISOLATION. 4" CHAMFER (iSTORY) r' TOOTING REINFORCEMENT SEE SCHEDULE I=p, AT ELEV. 0 0 JOINT (MERE APPLICABLE) i #4 24" SEE SCHEDULE #5 30, JOINT (WHERE APPLICABLE 6" CHAMFER (2-STORY) • i 4 SEE SCHEDULE _LE NS ARE MADE FROM FOUNDATIONS HAVING WHEN TRANSITIONS FOR W.D, BAR SIZE Y6 36' FOR W.D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST it AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 6DALE:34"=1'-0' 2 GSCALE 34"=i'-r' @ ARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' (1) #5 REBAR VERTICALLY W/ CONC. g POURED CELL LAP TOP PLATE A MIN. OF 46' a8" CMU AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4"O/C BTM.TEPDXY S 04 REBAR @24" O.C. CENTER OF LAP TO OCCUR OVER STUDOF WALL W/PLAN SLAB 2x4 OR 2x6 WOOD BEARINGPROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR ,� NEW REINF. BAR CURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATExg" WEDGE SECURED W/2-PART ANCHOR W/2' TO BE PT. PROVIDE DBL. 70PASHER yy EPDXY. MIN. EMBED SET IN HIGH STRENGTH PLATE 2" CAPPED GALVANIZED PIPE 7 I 8" UNO 5-1/2" EMBED. MIN. 0 i0' 'Or SIMPSON SPH4 OR SPFIBX W/FLANGE BASE =3 FOLLOW ALL MANF. BTM AND TOP PLATE - 4" CONC., REINF. W/ SPECIFICATIONS FOR ANCHORS W/ tOd x 1 12" rVi .r 8"x8" #10 WWM ON 4 w I USE AND -MIL POLY ETHYLENE M 4 4 PREPARATION OFM_VAPOR HOLES, NOT USE 10d_ . BARRIER ON HOLE.x 3' SLAB SCHEDULE w al� 1`0 WELL -COMPACTED SECURE FLANGE TO • CLEAN FILL TERMITE SLAB W/(4) 114" X 2 1/4" o O{• [SEE +- 0' f TREATMENT SHALL BE TAPCONS v 70P OF SLAB , BORA-CARE 4� • 2 CONT. #4 REBAR O 4" CHAMFER (I -STORY) a�•- 4 f 6" CHAMFER (2-STORY) �. e (2) #5 REBAR ON CHAIRS 2,000 PSF VIRGIN SOILOR 95% ED, EO. SEE SCHEDULE 12" MIN. DEPTH INTO z COMPACTED SOIL FOR W.D, IZE VIRGIN OR ENGINEERED SOIL M Q AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'S' PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 60ALE:3a"=r-a' (W/UPLIFT) 5 6 FOOTING W/ BLOCK WALL 6CALE:&4"=,'-D' 1A SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMIX) NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" 01C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE P7. WALL W/ SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO SLAB N10d MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL a S NAIL 12" O/C STAGGERED. ADDITIONAL METAL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT WHEN CONNECTORSNOT m REQUIRED NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. O �, 8" CMU WALL � POURED LINTEL CONT. (TYP.) SLAB SCHEDULE < +- ••"e., 8- CMU FILLED CELL (TYP.) b TOP OF SLAB SEE SLAB SCHEDULE + 0,-0„ [SEE IA /- .:� 2X WALL FRAMING TOP OF SLAB --d--� ` SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS S' ' TOP OF SLAB �'a< ♦' � e MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND . •-+-��_ m ° • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °�•# POURED MONOLITHICALLY WITH 4 .•..� - - FOUNDATION AND SLAB a' • SEE SCHEDULE SEE SCHEDULE EQ. EQ. FOR WxD, 61R SIZE FOR WxD, BAR 317E SEE SCHEDULE BAR SIZE AND BAR QUANTITYFOR.., / AND BAR QUANTITY SE AND BAR QUANTITY INTERIOR CURB 8 FOUNDATION WOOD WALL INTERIOR 9 FOUNDATION WOOD WALL SCALE:3/4"=1'-U' (NO UPLIFT) COMBINED EXTERIOR MONO- 10 FOOTING AND COL. PAD INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE:34"=1'-0 (NO UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdwlgngroup.dom L AA #: 0003325 h C VVVV� a � p A 4 Ll avzinly as Loan ABBOTT PARK LOT #7 BLK #13 PnonwT* 04181.000-07131 MODz s 3EEB "2260—ELSTON" GAXAIda 01FMCk LEFT PALM DETAILS 160 MPH EXP. C Of L AR NO 93M Dw09/21/21 aCAIM 1/4"=1'-O" NOW= S1.1A PAVERS TOP OF SLAB >a IDIIE SEE SCH QUANTITY FOR MD, BAR SIZE AND BAR QUANRfV 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 LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP N0 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE IT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 1/2"W" WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. C 18' SIMPSON SPH4 OR SPH6 OC MAX BTM AND TOP PLATE ANCHORS W/ 10d x 1 1'7' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" rSEE SLAB SCHEDULE OF SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ,/ INTERIOR FOUNDATION WOOD WALL v scALE:3a'=r-a' (W/ UPLIFT) MIN. #4 REBAR (TYP.) TOP OF SLAB 7- 1/2" RADIUS OR CHAMFER i. new E �e tim� 2 EXTERIOR STAIR DETAIL STEEL REINFORCING IN GROUTED 3 CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS �V 0. 8" CMU WALL STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND _ SPACING REQUIREMENTS i B" CMU WALL f SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTTY 3 INTERIOR CURB FOUNDATION CMU WALL SCALE: 3/4"=1'-0" EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR SIZE 48 BAR CIA H 24 W/ 1/2" ISOLATION E#4 8" CHAMFER (2STORY) #3 1B" " JOINT (WHERE i 24" APPLICABLE) ATCH STEEL #5 3a' e" PVC CHASE f ti REINFORCEMENT PER SCHEDULE #e 3S' THRU FOOTING #7 47' SEE SCHEDULE FORR, BARUANME AND BAR QUANTTY PVC CHASE THRU FOOTING SCALE: 3/4"=1'-0" 4' TOP OF SLAB T •d 4� d B" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE STEEL REINFORCING IN GROUTED EE PLAN FOR SIZE AND G REQUIREMENTS 8"CMUWALL V SLAB SCHEDULE R "SLAB d SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL 4 SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327S0 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 b O atnmrv. aLOT ABBOTT PARK LOT #7 BLK #13 PROJWT1w 04181.000-07131 monsu 3EEB "2260-ELSTON" GAluaa 8'ffWG3 LEFT PACE: DETAILS 160 MPH EXP. 22 DATift 09/21/21 8CALM: 1/4"=1'-0" SIFT S1.1B 23'$" 18'$" 13'-7" 10'$" 3'-8" fv 'a b °4 '4 a N `v a, N 4 a M N O v N G N ry a 2 81.i ` n FIRST FLOOR DOWEL PLAN SCALE: 114" = 1'-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWgmup.com L AA #: 0003325 , u o fa g rr � -lei MUM ti avaaiv. as LOT: ABBOTT PARK LOT #7 BLK #13 PROJECT* 0418 .000-07 3 MODMIe 3EEB "2260—ELSTON" GARAGE EIVINC: LEFT PAGE: FIRST FLOOR PA 160 MPH EVrNCJ V1 DUDIT w09/21/21 SCALE: 1/7=1.7. 819MET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/1d'HOOK ; I GROUTED BOND BEAM " VARIES PER ELEV. i�cC , d i a.. CLEAN OUT REQUIRED � FOR INSPECTION TIEVERTICAL REBAR ' e ° a • e TO HORIZONTAL REBAR W/ td' HOOK �— BAR SIZE 148 BAR DIA #3 1 16' M #4 24' #5 #6 3d' 36' HORIZONTAL/VERTICAL #7 4r REINFORCING � SCALE: 3/4"=1'-d' NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED J UNO h e FOLLOW ALL MANF. o SPECIFICATIONS FOR m USE AND w PREPARATION OF HOLE. e .e e, STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA METHOD #4 2< HORIZONTAL/VERTICAL #5 3d' REINFORCING #36' 2 #77 47' SCALE: 3/4"=T-d' #5 BARS EKI EF1 ¢ CMU UNIT DIMENSIONS m ARE NOMINAL SIZES O%ki1 MASONRY SYMBOLS SE' 1 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL32760 PH: 407-774-6078 FAX 407-7744078 wnbdeaigngrouP.com AA #: 0003328 q v, -LLL-1 aVSDIV. !6 LAT: ABBOTT PARK LOT #7 BLK #13 PROJECT# 0418 .00 —07 31 MODIR, 3EEB "2260—ELSTON" GARAGE awiNOt LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO MOD ROOF: SIMPSON HETA16 W/(9)10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 1 Od x 1 12" 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, 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 (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 REVIEWAND APPROVAL 40. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS38, .177" ° x 2 718" LONG, WITH WASHER (M18" 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESMIPTTION REMARK O(2)2x8 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL IT.OA. = 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) SIZE W,xH, REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING Bel MASONRY 3000 808 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" IRF14-1T/OM/08 ITM. (M V-8" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #:0003325 � T4 a O 9g C C F "aysa:v. as LoaY- ABBOTT PARK LOT #7 BLK #13 3EEB "2260—ELSTON" GAItAGIC 8WXIffG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES nw09/21/21 aCALM 1/4"=1'-C apall r S2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 811x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE BAR LINTEL. 3. T I MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING —* #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR VV/ 10" HOOK PLACE STEEL HEIGHT. HEIGHT. J REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY 13E SPECIFIED SO THAT THEN THE LAST 1` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k18" m 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ` COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / 6N. 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. / 8x16 DBL. BOND T P F Se BEAM W/(1)#S BAR BOND BEAM EACH COURSE a 8z8 BOND M TO �" T1'P s L� #5BAR BOND BEAM p\^' W/(1)#S BARI F =FILLED W! GROUT I '(�� U =UNFILLED GROUT SOLID FROMTOP 05 BAR IN BOND BEAM NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTE BEAM COURSE SEE NOTE 5 �/c R AS#5 TI1 B 8 �.� �16-1 NTPRE-CAST VW BARR NOMINAL X QpE LENGTH OF BAR =WIMASONRY CORNER HEIGHT # OF #5'S, TOP OPENING-2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM 1 3/4"=1 41 THAT XFXX 1T/1h408INDICATES ADOUBLE BONG BEAM #OF #5'S,BOTTOM BzB PRECAST CONCRSCALE: 34"=1'-0 AND XFXX- iTNM/081NDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LSCALE: IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND %UXX -1T/1 MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T LINTEL OF OPENING AND XUXX-1TIOW08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN SHANK SIZE 145 MIN HE WINDOW SIZE .300 MIN EMBEDM SINGLE BOND BEAM 1/4") 8" FROM EACH EN AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1W EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3116 TAPRE-CAST OR DRIVE PIN(MIN SHAWINDOW SIZE. 145 MIN HEAD SIZSILL fEMBEDMENT 1 IW) ff1LOPE FROM EACH END AND 1 O.C. MAX. MIN 1-1/4" 1CMU EMBEDMENT L7 2xB (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN OPEN FACE SHELq1N SHANK SIZE. 145 MIN HE AS TO ALLOW BE SIZE ,300 MIN EMBEDMSOLID BLOCKING BAR TO BE PLACE 114") 8" FROM EACH ENURE TO SHEATHINGW/ UPPER AND LOWE#5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4". 2-12d PER BILK EA END EMBEDMENT TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW " 088 SHEATHING U WALL CORNER BARS 3 AT CORNER STEP SCALE: 314"=1'-0' SILL CONSTRUCTION 5 ARCHWAY FRAMING DETAIL SCALE:3/4"=1'-(Y' PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. 3. I SINGLE #5 CORNER P BAR, 3000 TURNED UP ORTURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II I� II PIER SINGLE OR DOUBLE REINF. SARIS), II / W1 SINGLE SEE PLAN. ENSURE THAT PER GROUTS BENEATH PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE F `P LINTEL. CHANGE IN 7 ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-774-4078 V�-abtlaslpgroup.mm L AA #: 0003325 b p a a O Qg "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 e/e-0a IB-t I Irros tyres ttroB TYPE LENGTH NO PLAIN 818 SOLID TYPE LENGTH 618-1r ene•1T 6no-1r er14-Ir erm-1r e/sz-tr ere-IB e-1rn 1rn 1rn IrnB 1r/1B 1e.2r enazr e24-2T ens,2r er32-2r T-6- PRECAST 1438 062 3114 4217 5321 em 7631 T-6' PRECAST 689 1024 V4r PRECAST 15a 3m 4304 5283 6132 7001 z4e6 e11s s� noe 90s1 10000 1586 3524 4994 6283 6132 7001 4'-0• PRECAST 1085 700 2306 3125 3946 47e6 5687 4'-W PRECAST 514 763 V4r PRECAST 1363 3050 3816 4670 6325 We 1961 0113 7192 am 7e27 6761 1383 sm 3815 4570 6326 em 4%r PRECAST 819 533 1770 2400 3033 3e05 4300 4'4r PRECAST 398 591 4%r PRECAST 1207 2662 3375 4043 4711 sm 10M 6743 7547 6762 6541 76e6 12D7 2707 1 3375 4043 4711 6379 64' PRECAST 931 1247 t999 2680 3123 3688 4M 64' PRECAST 411 411 5'-4• PRECAST 1016 1608 2374 29" 3513 4064 1310 448D 7198 7342 5780 szse 1018 2276 2838 3399 reel 4084 5-10' PRECAST 817 7024 IBM 209D 250 30M 3470 PRECAST 340 339 5-10" PRECAST NO 14M 1971 2443 2015 3387 I191 3893 5877 apse am sm5'-10' 929 2080 2= 3107 3920 4133 8'-8' PRECAST 692 11E 3227 3031 3M7 4383 Mal V.S. PRECAST 410 721 8'$" PRECAST an 1201 1578 IBM 2332 2700 1130 3227 4598 70% Iowa sm8' 8S5 Im 2329 2790 3251 3712 T-0' PRECAST 570 938 2498 22D5 2e98 3191 sees T-0' PRECAST 303 534 T-0' PRECAST 716 900 1181 1482 1743 2D25 m 2400 3408 4064 7oe7 $472 727 1624 2W 2428 2e27 322E ww PRECAST 428 633 1803 22D4 2461 2916 2821 9,4. PRECAST 192 384 9'4' PRECAST 484 508 767 948 1129 1310 e39 1 1674 2296 3081 4000 48M sn Isis 1643 19e9 2164 2519 10'8" PRECAST 388 487 1247 1707 1904 2163 2029 10-8• PRECAST 151 301 10.8' PRECAST 366 468 612 755 me 1042 B6D 1407 1807 2781 3222 3784 604 Ilea 1472 1783 1710 I980 11' 4' PRECAST 330 644 1312 1742 2252 2888 3030 11' 4' PRECAST 132 417 11' 4' PRECAST 430 408 530 8633 m 872 644 1972 1742 2252 2868 3652 466 1042 1972 1849 1470 1710 12'-0' PRECAST 308 607 1210 Im 2048 2688 9191 12-0' PRECAST 111 370 12'-0' PRECAST m 308 476 587 m 783 607 1210 1696 2048 2586 3171 440 940 1300 1680 1914 1478 13'�' PRECAST 270 4W 1045 1386 1732 2167 as 13' 4• PRECAST 82 298 13'�l' PRECAST we 303 323 484 575 us 4% 1045 1386 1732 2316 2805 EB m 1057 1312 1071 1203 14'-0' PRECAST 254 888 978 1212 low Im 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 360 443 628 800 300 978 I272 1808 1950 2389 378 717 eel 1192 975 1133 14'-W PRESTRESSED N.R. NR NR NR8 i12 14,-8, PRESTRESSED N.R. 283 14'-W PRESTRESSED no 7� 885 45 1D79 1428 IBM 22T 7 27 245 00 9B0 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 1S-• PRESTRESSED 224 387 464 574 084 m 412 1014 1340 1703 2118 2513 230 61e 908 1134 1353 15n 1T-4' PRESTRESSED N.R.900 NR NR NR NR NR NR 17" 4' PRESTRESSED N.R. 183 1T4' PRESTRESSED 187 sm 366 451 WT 680 ee6 1121 1413 1739 2047 tee 508 n0 1 501 1136 1312 19'-4' PRESTRESSED N.R.235 NR NR NR NR NR NR 19a1• PRESTRESSED N.R. 148 19'4' PRESTRESSED1es 182 208 348 430 613 505 736 NO12DO 1467 me 420 623 am 950 1006 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21•-4• PRESTRESSED N.R. 126 21'-4' PRESTRESSED 142 219 305 361 464 527 180 on sm1038 1168 1468 142 373 537 ego 943 221-W PRESTRESSED N.R. NR NR NR NR NR NR 2Z4r PRESTRESSED N.R. 116 22'-W PRESTRESSED 137 226 290 —ale 350 428 497 165 560 784 992 1203 1381 137 358 513 on 779 900 24'-W PRESTRESSED N.R. NR NR NR NR NR NR w4r PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 246 302 3e0 418 120 460 654 B24 1014 tt47 124 319 466 1 WI OR 793 - ALL VALUES TAKEN AS THE LESSER FROM *SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCT'S 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 ACCEPTANCEk 19-0130.13 SE Apt 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.ebditigngroup.wm AA 8: 0003325 r % Q c au23DIV. & IATt ABBOTT PARK LOT #7 BLK #13 PROJECTIF 04181.000— 7 31 MOD=, "2260—ELSTON" GARAGE 11111FII4Yis 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 HETA16 WY (9)10d x 1 12" 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/ 1 Od x 1 12" 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 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, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID LACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN PAT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SUE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (3 1/7x3 12") HTT4 W/ 5/8" DIA. x 5" EXP In SYP, PT, WOOD POST BOLT 414 (3 1/7x3 12") ABU44 W/ SW DIA. x 5' Q SYP. PT, WOOD POST EXP. BOLT FIRE I"R��.T.21�. _ I 3/4" SUB FLOOR �` 2X4 NAILER FOR DRAFT PRE-ENG. STOP FUR. TRUSS ELEV. VIE1V PRE-ENG.FLR.JOISTS III 3/4" PLYWOOD I DRAFTSTOP PRE-ENG. FLR. JOISTS 11 I 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS \ , 1\ It 11 II 11 II II II rl 11 11 \ �0 N II III II 11 II 11 I I^ N II II II it I II II II II it II II II II III II II II II/�� 11 n u u u n u u u n u u u u n n u II n u u 1 �_ kiII 11 11 II .1 11 II 11 11 11 II 11 11 II 11 11 It 11 11 11 It 11 11 It 11 II II II II II II II 11 u IIII II II II II II n u n u u II IIFJ,II II II II it II u u u II II II II II I II II II II u u I I. u u u II IIFJ31, I„'II II u u u u u u II II II II II II t 1 lye _II 1� FJ2u 11;==„� -I II II -If II II II II II I II iI =� 11f--� II II 1 11 II 11I 11 u n u n �I� II II II II II n u n n i II II II II III, II II 11 11 11 11 11 11 II II 11 11 Ir 1t II II II II II II 1 1 II II „ II II II II II II 11 11 11 11 11 II 11 II II II II II 11 l It 11 it Ir 11 11 till l II II II II It II II N II II II II II II N II h 11 II II II II II 11 11 IIARIIG II II II II II II'' 11 II II II II II II II II II IIl u N I1 2XIIWOIID u STUDSOFBWOOD II u u u 11 DELLp! u,}I'n}'''/'!'I'� SE CURE 2X72 HDR 1 TO2X8 HDRMT5 20W/(14)0.148"x 212" I II u u n l WALL EL. 8'43". II B STUn . u u NAILS I 1 u u n n STUDS HJ10 HJ7 11 111 HJ611 PROVIDE DRAFTSTOPPING SECU 12 HD = _ ALONG THIS TRUSS AS TO =_= TO 20._ LIMIT AREA TO 1000 S.F. W/(1 DBL PER FBCR 502.12 NAILS STUDS SIMPSON HU28 W/(4)1/4'X 23/4"TITEN 2 ANCHORS TO CMU 8 (2) 10d X 1 12" GALV. NAILS TO TRUSS PRE FABRICATED IJOIST BB 108 3 G24 =0.C=MAX===_1 1 1_ FJ4 ==Eems .�8�3�=T3�' C__________________1 FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" WOIST SIMPSON LGUM46-SDS VIW (4) 3/8" X 4" TfTEN HD ANCHORS TO CMU 8 (4) 1 /4" X 212" SOS SCREVIS TO BEAM U CJ SIMPSON HETA 16 W/ (2) 12" WOOD PANELS SEI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdestgngroup.com AA X: 0003325 Itl H rr I I L .,)t mmmN aysa:v as Lo n ABBOTT PARK LOT #7 BLK #13 lipmoamTo 04 81.000-071 1 moo" L: 3EEB "2260—ELSTON" GAIRAOE Bwr< O: LEFT PA*r. FLOOR FRAM PLAN G 160 MPH EXP. C A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10tl x 1 j' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSSANCHOR WITH (12) 16d x l }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS(NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWNWITH (16) 10d x 3 f' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 Z' x 4", I'll, 8" x 4'-0" MAY BE ADDED W/ 1Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS, ENGINEERED WOOD TRUSSES 0 24" O'C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LES (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE: 34"=,'Al' SECURE I -JOIST TO TOP PLATE W (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x8 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE mm tACI®t mm TH paEaB 4500 3/4"WOOD PANELS 6000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 80 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING IQ" GYP. WL. BD, SECURE ST. PLATE TO SLAB W/1 Od MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT tl ,11-JOIST CONNECTION @ L.B.W. `scALE:3a"=1'-a (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE>5/8' —HOLE DIAMETER < 2/5'0 SGL. STUD HOLE EDGE>5/8" OLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING �D BORING LIMITSBORING LIMITS 8 SCALE: 1 1/T=1'-0" ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 — TRUSS ANCHOR WITH (9) 10d x 1 e NAILS TO GIRDER. PROVIDES' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR lx2, 2x WOOD FASCIA SEE ARCHITECTURAL NJ 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1.2 SECURED W 10d MASONRY BOND GALV. COMMON NAILS BEAM 12, O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2" x 4", 8", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROM, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(l) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SDS J' x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)�'x5"TITENHDTOCMUAND(16)SDS }"x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WTH (2)? x 5"TITEN HD TO CMU AND (18) SDS t' X T SCREWS TO GIRDER (EACHTIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 322aS2b (2jc�TYPICAL ROOF BCA GIRDER CONNECTOR(S) LE:34"='-a 0 81L1®tam M10i'!8 4500 3/4"W000 PANELS 8000 (2) 12"WOOD PANELS 80 (2) 12" WOOD PANELS BO 2x LUMBER LSTA' 2 20 GAUGE W/ 10dxi/2 HDG COMMON NAILS. a EACH END TOTAL OF 10 LVL/1-JOIST WITH BACKER BLOCK HTT4 W/ 5/S' A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18)15d x 2-i/2" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB LVLNVOOD POST CONNECTIONS 5 SCALE' 3/4"=1'-a' A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV, COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C_ SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W (4) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G c 4140 LBS, U < 1610 LBS W (8) 3/4" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND(10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/18 G < 3455 LBS, U < 210 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=V-a' V;M MAX (W/1X4) OR a-v MAXIW2Xq MAX. VOR 2x4 BTM. CHORD BRACING 10'-W O/C MAXSECURED W/(2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POUREOUNTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2 14' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-a' lx4 CIACa1'N14L BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN BTM. CHORD BRACING O SCALE: 3/4"=1'-O' PERPENDICULAR TO [-JOIST (2) 2X12 2C MAX. W/ 24- MAX. W/ S' MAX. END SYP. P.T. OF HEATHING I.OIST IJOIST SPACING FRONT SEE FRAMING PLAN C TYP.LEDGEREND E LEDGER *REAR � BOARD(2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARDTO J-BOLT OR TITEN BOLTS BE USED PERPENDICULAR W/ 2" WASHER 851/7' LEDGER WITH WOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (z) zxe m.24' MAX W/ 24" MAX. W/ 8' MAX. ENO OF SHEATHING -MAX. -MAX. SPACING SYP. P.T. { t-Y SEE FRAMING PLAN TYP. TYP. FROM LEDGER w END OF LEDGER w �" . "' B� w � � BOARD w b � 2X8 SVP P.T. 1/4"XB" TAPCON LEDGER BOARD TO W/ 3" MIN. EMBED REAR ;f;� SE USED PARALLEL TYPICAL LEDGER 'w TO I -JOIST i. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTOGROUTED CELLS, 8"ALLAROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAPAMIN OF4'-0'. 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5, ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WTH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE ISOLTSIZE JOLM018QNf7 C3RR#LBPAM A DOUBLE SYP 218 1 1l4" 1 8" 24" O/C MAX. B DOUBLE SYP 2x12 1 (2) 3/4" 1 8" 1 24" O/C MAX. A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 1a' EXP. BOLT/JAOLTfNTEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 0�� LEDGER DETAIL (ILEDGER DETAIL (I-JOIS SCALE: 3/4"=V-a' (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d Q EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-O" TO 3T-0" (1) W BRACE 30'-l" TO OT-0 (3)'W BRACE (1):' f BRACE @ CENTER (2) W BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" 0. C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W 12" CIA ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY B" MIN. EMBED. AT 3T OC MAX SECURE GABLE TO 2.8 P.T. PLATE W/ 12d's 6' O.C. MAX CONT. 2x4 SECUREDW/ (2) 1 Od's ®EACH TRUSS TO BE INSTALLED@ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE 34"=1'-a THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WND ARE SUBJECT TO Ft AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-a' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 J �M1 h iD 4 A R aiJaDIV. At LOTi ABBOTT PARK LOT #7 BLK #13 P1tOJmCT#4 04181.00 —07131 MOINSI 4 3EEB "2260—ELSTON" GAAAda awnWo: LEFT PAGIM DETAILS (I —JOIST) 160 MPH EXP. C RO�A�p A R 4R NO pmum W&Tft 09/21/21 91CALIM 1/4"=1'-0" 82vexT S 3.1 A SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMM— 1m 1 _e EACH END WOIST s LVLJ PLATE STRAPS W/ 10d x 1 1/2" HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE:-'=1'-0' 8" CMU WALL REINF. PER PLAN ELEVATIONPER PER ELEVATION 2.4 P.T. CEILING NAILER W/ MASONRY NAILS ® 12' O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED AS SHOWN #8 WOOD SCREWB DEL. 2X8 SYP #2 LEDGER. x 2" LONG @ 3" O.C.; SEE FLOOR JOIST LEDGER STAGGERED OFF SCHEDULE, 10/S3.7A CENTERLINE f' X 6" TAPCONS 8" U WALL CMPER 314" AS SHOWN REINF. PLAN PER ELEVATION (JOIST (SEE (JOIST (SEE FRAMING PLAN) ry SLR FRAMING PLAN) PER VAT( 2a' MAx. (2) 2x4 P.T. W/ s DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS a 12.O.0 BOLT SCHEDULE, 10/S3.1A SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SCALE: 3 4'=V-0' 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. S TO P ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) C 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PER E EVATION BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS y.- SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUBB TO TOP PLATE 5/8" GYPSUM BOARD OR 12' HIGH W/ It2" DIA. ANCHOR BOLT W/2' - 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" OC MAX B - (2) SIMPSON MT812 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2,8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 6' O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING SINGLE CONC. PIXIRED BTM. PLATE TO BE PT. LINTEL CWRSE PROVIDE DBL. TOP PLATE • o• PROVIDE BLOCKING •o SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE 1/2'x9" WEDGE ANCHOR W 2• TRUSS/WOOD POST CONNECTIONS CONT. 2x4 SECURED W/ (2) 10d's � EACH 10tl x 3" WASHER SET IN HIGH STRENGTH CA TRUSS TO BE INSTALLED 010'1P' O.C. MAX EPDXY 5-1/2" EMBED. MIN. E 1 T 30al 10b OC. gONLE: 3/4'=V_0" OC MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ,R„BB TOPOST ,, 8 SCALE: 3 4"=7'-0' d< A - SIMPSON M-12 U < 990 LBS W! (14) 10d GALV. NAILS. • >f • B - SIMPSON HTTS S-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/(16) 1 /4"x3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10)1/4" X 212' SDS TO POST 9a gb TRUSS CONNECTION L.B.W. POST TO CONNECTION SCALE: 3/4"=1'-0" A&B - 61MPSON ABU44Z POST BASE <U: 1, 900 G:5,660 W/ 5/8 DIA x 6' EXP. BOLT SIMPSON ASU462 POST BASE <U:2,300 G.10,335 W/ 5/8 DIA x 6' EXP. BOLT C- SIMPSON HTTS POST ON SLAB <U:4,565 W/ Se AS. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26) 16d x 2-12' NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7748078 FAX: 407-7744078 wwwsbdesigngroup.mm AA #: 0003325 31 es Ll LJ eul wiv BagIAT: ABBOTT PARK LOT #7 BLK #13 px0j sCT* 41 1.0 0-07131 MODMU 3EEB "2260—ELSTON" GA tAGZ BWMG: LEFT PAdl9: DETAILS (I —JOIST) %160 MPH EXP. C 2 D TM 09/21/21 sCALM 1/4"=V-0" mul = S3.1B 29'-8" 8'-0" 21'-8" 4 4 2.1 0 :4 N Y b o TOPS OF DECK Q c — — — — — — — — — — — — \—'-, OPEN -�� m N v SECOND FLOOR DECK PLAN SCALE: 1/4" =,'-0" SE 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774+i078 www.abdesigngroup.com AA M: 0003325 , summirV. a LOTt ABBOTT PARK LOT #7 BLK #13 11PROJWT# 04181.000-07131 MODZM, 3EEB "2260-ELSTON" GARAGM STI MGt LEFT PAGR: SECOND FLOOR DECK PLAN 160 MPH EXP. C ROUM A. ABOUCKA M L AR NO 9VU A I-I)ATj& 09/21/21m 1/4"=1"-0"T S4 LAPTOP PLATE A MIN, OF 46' , AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. ❑m AND QUANTITY PROVIDE 1X LAP TO OCCUR OVER STUD WOOD OR 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, b 2-ROWS, 6' O.C. SHORT 2x STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLYABOVE 3/4" DIA. x 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WINDOW 1' II i WASHERS PLACED 16' O.C. 4" MIN. CONIC. EMBEDMENT SECTION A -A ® SHORT 2x STUDS BENEATH WINDOWSILLS 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS "a W/ (2) 16d TOENAILS, EACH 2x HEADER SEE PLAN FOR — END 6 SIZE AND QUANITY PROVIDE 1x WOOD FILLER($). ❑e NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" SIMPSON H10A W/ 10dx 112' O.C. GALV. COMMON NAILS, FILL ALL HOLES "o" MIN. TOP PLATE SPLICE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O.C. SIMPSON SPH4 OR SPH6 OR SPHB TOP & BOTTOM STUD PLATE TIES W/ 10d x 1 1/2" GALV. COMMON NAILS (AT EACH STUD) FILL EVERY HOLE. DO NOT USE 3" LONG NAILS BTM. MEMBER OF TOP � PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 '4' NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO TYP. _ ONLY FL#17244 JACK STUDS JNDER AEADER BE FOE SC'lE0 R.Fl. LL 2 STUDS -HEIGHT ��Ni t= �I�• ice_.-_,-.___-_ -,---�--:__:. TYP. 4" TYP. 3X3 OVERSIZED WASHERS PLACED 32" O!C 6" MIN CONOEMBED, 4"' TYP. 16" MAX. DEL. TOP PLATE CONT. (3) 2x12 HEADER PROVIDE 1/2" PLYWOOD FILLER(S). NAIL DBL. TOP PLATE ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS 6" — — 2x6 BLOCKING FOR SHUTTER O.0 Fr INSTALLATION. PROVIDE 12' h R PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' OC wft b:R (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 18d COMMON NAILS, 6' O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/7 PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.C. SINGLE BTM. PT PLATE C-C SPACING 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END 18" MAX. LAP TOP PLATES AT CORNER, (5) 2x STUDS IN CORNER. NAIL THE(3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2) 2x8 (3) 2x6 (2) 2x6 (3)2XB (2)2x10 (3)2x10 (2)2x12 (3)2x12 90VAMODWOZ FlIDSPAMOSrOt, 0-2ft n2x8 O a2x4 w21B 2 2x4 2 2X4 2 2x4 (3) 2X4 (3) 2X4 PAN KINGSV�3- KINGS 2x8 (2) 2X6 (2) 2X6 (2) 2X6 (2) 2x6 (2) 2x6 (2) 2x6 3-4R 2 R -4R 1 2 1 2 2x4 2x4 2 2x4 2 2x4 2 2X4 (3) 2x4 (3) 2x4- 2X6 2X6 (2)2x6 (2)2x6 (2)2x6 (2)2x8 5-6R 2x4 2X4 2x4 2 2x4 2 2x4 2 2x4 2 2x4- R2XB 6 R 3 2 2x8 2x6 2x6 2X6 2x6 (2) 2x6 (2 2x6 - 8 R 3 3 2x4 2x4 2x4 2 2x4 2 2x4 2 2x47-BR -10ft 5 3 2x6 2x8 2x6 2x6 2x8 2x8 El 2x4 2 2x4 2 2x4 2X62x6 2xe 2x6 2x6 2x6 2x8 2x6 2x4 2X4 2.4 2x4 2X4 2 2x4 2 2.4 2 2.4 2x6 2x6 2X8 2.6 1 2X6 1 24 2x6 2x6 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4" 1'-W 16" MAX. PROVIDE (3) STUDS Q—� -"—NAIL STUDS NAIL STUDS �' � PROVIDE (3) STUDS@ CORNERS LAPTOP TOGETHER W/ TOGETHER W/ CORNERS LAPTOP PLATE MEMBERS 12d 0 17O.C. 12d @ 17 O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS PLYWOOD SHEATHING, "ROOF/W SHEATHING CORNERS LAPTOP SEE FASTENER SCHEDULE" FASTENER PLATE MEMBERS RR 16" MAX THING FASTENER SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' C2 D VIDE STUDS PROCORNER Cl EXTERIOR MASONRY/WOOD O C S LAPTOP CONNECTIONS PLATE MEMBERS 2 PLACE 30# ROOF FELT BEHIND SCALE: 1 12'=1'-O' VERT. STUDS 60 AS TO NAIL STUDS SEPARATE WOODAND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d @ 12" O.C. 112" DIA, SIMPSON TITEN BOLTS 5" MINIMUM 112" DIA. SIMPSON TITEN BOLTS 6' MINIMUM PLYWOOD SHEATHING SEE EMBEDMENT INTO GROUTED EMBEOMENT INTO GROUTED "ROOF/WALUFLOOR SHEATHING CELL, 8" 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 TOGETHERVW 12d C 17O.C. SHEATHING ON KA INTERIOR OR'TIME-41A EXTERIOR OF Bm WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT _Rz 71 2x TO BLOCK ON 4 WALL (2) 2x TO BLOCK ON 24 & 2.8 WALL BEHIND VERT. STUDS BOAS (2) 2x TO BLOCK ON 24 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) A 1441 N. RONALD REAGAN BLVD. LONGWOOD•FL 32750 PH: 407-7748078 FAX 407-7743078 www.abdesWWoup.com AA #: 0003325 O aysanr. ae LOT' ABBOTT PARK LOT #7 BLK #13 PRoamcTip 04 81.000-07 3 MODEMA 3EEB "2260-ELSTON" GAP-40m OWWO: LEFT PAd111h. DETAILS 160 MPH EXP. C qE SECOND FLOOR DOWEL PLAN SCALE: 114" = P-0" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407-774-4078 www.a bdeaigngro up.eom AA 5: 0003325 h Fa 11 Jill avisasv ee LOT: ABBOTT PARK LOT #7 BLK #13 Ip]mo.vmcT# 04 81.000-07131 MODZU 3EEB "2260—ELSTON" GAVAGa awDJG: LEFT PAGM SECOND FLOOR DOWEL PLAN 160 MPH EXP. C N2 mo DRDM w09/21/21 aCA=: 1/4"=1'-0" alga= s4. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/(9)10dx 11/2"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, FILLALL 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-W 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. 8. 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 REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 718" LONG, WITH WASHER C 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESSCRIP71ION REMARK O (2)ZO (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 (�) w�, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx18 (1)#5 (1)- N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)tl5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8F8-1 T/OMM UNO PROVIDE BB2 WHERE ROOFTRUSSES BEAR. TOP OF WALL EL. 17'4" UNO SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 w .ebdwlgngroup.com AA 8: 0003325 q Cib ib C ev>sDiv. ae LOT: ABBOTT PARK LOT #7 BLK #13 PROJMCT* 41 ,0 0-071 1 MODZL: 3EEB "2260—ELSTON" 0A1RAGZ EWMWG: LEFT PACE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 1 aCALM 1/4-=1'-0- 1 S5 "LOTTS 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 BU8 anti oe 16 t tr 1r�0s lrae TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH ea31r en6 tt a2atr 61?A tt er15 tr SWAT e11�18 a trn trn 1rn true lrn6 ere z7 e/te 2r 922r enM2r 9rle 2r 9ra22r 3'4' PRECAST 1438 952 3114 4217 5321 6429 7531 38' PRECAST ' we 1024 3'�' PRECAST 1689 3594 4394 5293 6132 70M 24e6 8113 6986 770s 9031 10000 1589 9624 4394 6288 8132 7001 4' 0' PRECAST 1085 700 2306 $126 3946 4756 6667 V-0' PRECAST 514 763 V-W PRECAST 1363 3060 3815 4670 6326 6079 toot 6113 7102 am 7027 o76t 1303 3000 3615 4670 5325 am 4'-8' PRECAST 819 688 1770 2400 3= 9M 43M V-S" PRECAST 396 591 4'4• PRECAST 12D7 2562 3375 4043 4711 5379 11826 1 6743 7547 $752 6541 76M 12D7 2707 3375 4043 4711 5379 5' 4' PRECAST 931 1247 1999 25M 3123 38M 4249 5'�" PRECAST 411 411 5 4° PRECAST Iola 1806 2374 2944 3513 4064 1310 4480 7106 7342 6780 8ZM 101E 2278 28M 3309 3061 4064 5'-10' PRECAST 817 1024 1031 2DO0 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST ON 140 1971 2443 2916 3387 1161 3093 5877 am e548 677e 929 20M 2603 3107 362D 4133 8' 8' PRECAST 892 7139 3227 3031 3707 4383 5061 8'-0" PRECAST 410 721 8' 8 PRECAST an 12DI Ism1966 2332 2709 1130 3227 4508 7054 10000 eB25 835 108 2320 2790 3261 3712 T 8' PRECAST 570 we 2490 2205 269B 3191 3806 T-8' PRECAST 303 534 T-8" PRECAST 71e ow1181 1482 1743 2025 930 2400 3408 4064 7067 6472 727 1624 2MIS 2420 2027 3220 9'4' PRECAST 428 $33 1603 ZW4 2481 2818 2621 V 4. PRECAST 192 384 9'-V PRECAST 454 680 707 ON 1120 1310 039 1974 2280 30e1 4000 4899 572 Isis 1643 1909 2164 2519 10'$' PRECAST 388 487 1247 1787 1904 2103 2028 10 8' PRECAST 151 301 10 8" PRECAST 358 468 $12 750 099 1042 660 1407 1897 2781 3222 3784 5D4 1180 1472 1783 1710 1900 11'�' PRECAST 330 6" 1312 1742 220 290 300 11'4' PRECAST 132 417 11'4' PRECAST 43D 400 530 863 777 072 644 1912 1742 2262 2068 9662 488 1 1042 1972 1849 1470 1710 12'-W PRECAST 308 507 1210 1698 2048 2586 3101 12 -0" PRECAST 111 370 12'-0" PRECAST 383 306 476 so? an 763 507 1210 1698 2D48 2686 3171 440 940 1300 7680 1914 1478 13'4" PRECAST 270 433 1045 1306 1732 2167 2636 13'-4" PRECAST 82 298 13'4' PRECAST 308 303 393 464 575 845 414 1045 1305 1732 2318 2606 396 780 1057 1312 1071 1203 14'-0' PRECAST 254 366 on 1272 Iwo t9eo We 14'-0" PRECAST 71 293 14'-0' PRECAST 270 278 300 443 526 ON 390 978 1272 1808 1960 2389 376 717 Sol 1102 975 1133 14' 8• PRESTRESSED N.R NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 an 748 glib 456 1079 1429 1824 2277 2712 246 an 98D 1237 1474 1715 1&-4' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R 252 15'a4' PRESTRESSED 224 387 464 574 884 m 412 1014 1340 1703 2110 2513 230 616 ON 1134 1353 1572 17"-C PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4' PRESTRESSED 187 326 385 461 597 600 300 Bee 1121 1413 1739 2047 102 606 720 501 1136 1312 19.4' PRESTRESSED N.R.235 NR NR NR NR NR NR 19�' PRESTRESSED N.R. 148 19'-0' PRESTRESSED 162 288 348 430 513 595 736 958 12DO 14V 1718 ISO 420 an $03 950 109e 21'4' PRESTRESSED N.R. NR NR N2 NR NR N4 21'-4' PRESTRESSED N.R. 125 21'4" PRESTRESSED 142 219 306 361 454 527 180 see 833 1038 lies 1468 142 373 537 NO 816 948 2T-(r PRESTRESSED N.F;L NR NR NR NR NR NR 2Z4r PRESTRESSED N.R. 118 22'-0' PRESTRESSED 137 228 290 360 ago 497 lob 500 784 992 1203 7381 737 T. 619 850 779 000 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 244r PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 120 460 654 824 1014 1147 124 319 4N 681 887 I 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATKNNS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING UCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE ON ACCEPTANCE t 19-0130.13 F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgagroup,mm L AA #: 0003325 Ulf o BUDDDIV. M LOTt ABBOTT PARK LOT #7 BLK #13 PRon=T* 04 8 . 00— 7 31 MODBI c 3EEB "2260—ELSTON" GAPLA02 >s74UM LEFT PA07II: SAFE LOAD TABLES 160 MPH EXP. C N PDawT w09/21/21 scAim: 1/4"=1'-0" MIimm S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW(8)10d xi I/? 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 MATH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 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 VMLL 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, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .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 V-0", FINISH FLOOR. UNLESS NOTED OTHERVLASE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM, CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVD PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAOIIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4076 www.abdesigngroup.com AA #: 0003325 p q Ct b Y 114 ! r aysaiv as nosh ABBOTT PARK LOT #7 BLK #13 Pnon=T#► 04181.000-07131 Hoaau 3EEB "2260—EISTON" oARAOX NWOMS LEFT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C P2 09/21/21 scAim 1/4"=1'-O" nine= s6 r 'AI PROOF s A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 -61.20 PSF (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:"C" RISK CATAGORY: II APPLICABLE INTERNAL ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 191 STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 18/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SWANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 1Od RING SHANK 2 12" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Btl RING SHANK 2 3/8" 0.113 1667 SCREW SHANK PER INCH) RSRS RSRS-01 8d RING SHANK, PNEUMATIC 23/8' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O. S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6'O.C. A7 INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 10d NAILS (M 4" O.C. ON EDGE AND 6' O C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS ®4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r tOd NAILS ®4" O.C. ON EDGE AND 4" O.C. IN FIELD S NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 BE RINGSHANKGUNNABS ♦$ 4•0C. .. TOP 4 BO -EDGES . li - ib B RAFTER OR TRU55 ROOF SHEATHING mI 11 -_—_—_.. _ 1' BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/BLOCKING 18"0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS E4 END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING \ . C#B 2" DECK SCREWS @ 6'S"O.C. MAX@ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MkAMUM AGGREGATE SIZE SHALL BE 31P. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPEC FICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE 6%NIT ENTRAINED CONCREfEDWOS®TO EARTH OR WEATHER VRM : NONBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN" ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 761 EDITION ALL EXPOSED EDGES OF CONCRETE ARE 70 BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS ,SILLS ,ETC., SRALLBE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 P61 ANDA MODULUS OF '= FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF VA OR BARRIER EMB PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 9LPBSONGROU:JDY96RE INDICATED ON YLENND ELASTICITY 1,406, 000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHET E PRESSURE TREATED. PRESSURE TREATED 807TOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEVMERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BERATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AC 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMYVORK. CONTAINS MORE THAN %' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELD WIRE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORNG, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A10641A GRADE 65 AND BE PLACED INACCORDANCE WTH THE Imp TRUSSES: TR THE CONACTOR SHALL SUPPLEMENT THE MINIMUM REUNITED FOUNDATION AND 31T Q E PREPARATION AC TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED 3'-0• ° OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONALDESIGN SPECIFICATIONS FOR SEADE LUMBER AND ITS FASTENINGS'THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRICTION LOADS. SEALEDALED BY BV A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0. 036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALLB ASTM A 1 A 1 4 I CRTDEFORMED EA M 6 5 8 SM GRADE O ICON E ,SCLE,AEARS, AND GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST ANO PLACED IN ACCORDANCE PLACED A COR ANC MEETING THE REQUIREMENTS OF ASTM A446/A448M,GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Pef AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATEGONNECTED 20 psf TOP CHORD no nweent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD RRa—wment #5 BAR - 36' #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 WITH ANSI/ASCE 7 86: 1990. 1 R pN TOP CHORD 20 psf TOP CHORD (7 psf ASPHALT SHINGLES) psf W/ NO GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.S 5 p 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLATTIRE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WIND DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 020) EXPOSURE C, RISK CATEGORY II) (ASCE 7-18 (FBC R2020) 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: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECALS: GUARDS AND HANDRAILS: GUARD COMPONENTS: SOO PASSENGER 0p NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL AGE CLE GARAGES: 50pcf, ROOMS OTHER THAN SLEEPING ROOM: OOpsf, SLEEPING ROOMS: 30psf, STAIRS: N SUE, PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS ANDA FULLY DIMENSIONED ERECTION 40Ev MASONRY- PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTIONAND MATERIALS SHALL CONFORM WTHALL REQUIREMENTS OFTHE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW- "SPECIFICATION MASONRY STRUCTURES" (TMS 402 BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO ATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONCTION S 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 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 70 THE ARCHITECT, WTH MANUFACTURED IN CONFORMANCE WTH ASTM CSC, GRADE Nm = 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 WIND 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 OTHERWISE 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 IN -WALL 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 DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pet, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE 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 BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONG RADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MXING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION WALL NOT EXCEED 90 MINUTES. IF FORAM' REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE WALL NOT BE PLACED, IT L BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER FEW WALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATION% B. FOR CONCRETE EXPOSED TO EARTH MNDORWEATFER 1-1/2' FOR 05 AND SMALLER 2'FOR 96 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIFRUPS FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 ksi FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A5 0 0 M GRADE B = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE E O S F = FY R Y 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETEFILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL SE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN-OFF-THENUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AAPDGTION SIZE TYPE BPAOHG REMARKS APPU ON simTYPE SPAONG REMARKS Ki PT ALTO IMASONRYICONC. HARDENED COIL ?LONG. 8" GMAGE ODOR BU(X TOMMBONRYICONC. NMABONRY FASTENHR 6 OC I Ili "EMBED.. O'EEDgST., I I?EDGE DIST. 9G0. AL.IXT OOOR9 qSE HARDENED CdI 8'Ox: WIND0W 1FASTENED GARAGEODOR&1L]t baPA OR DAB EXPANSION BOLT OF (&a 0W 4^EMBEDA° ., EN/g3r., W PT, SEE-1CNNL I.INCDWE.CI( 11?LONG. STAGGER. INTO MA90,RYIWNG TO MAS01RY1CONC. Asx 40•C (NYDW "ECGEgT CASEWIRESNEIc- 9"OIC WINCOWIDOORIFASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING iW Pr, sEENOTEB NAIL I,Y LONG. STAWETREO INTOMa NRYIEONC MAsoNRY I CONc. REQUIREMENTS EAT. SING DOOR (2)3n8"Wa 'TAPCDN' 10"� 11a"EMBm.B"ENO. BUCK2x PT, SEENOTER N0W HER FASTNER DIST.,t ll2'EpGELYST 1 3feWN" 9'OC a'END. DIST,11? PiRPT 8TEEOW 0OWI WASHED -ERm EDGE DIET NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 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 S WINDOW AND DOOR SUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774.4078 www.abdosWigmup.com AA M: 0003325 q FORM Aa M ABBOTT PARK LOT #7 BLK #13 PROJWT# 04 1. 0 -07131 GYOD�Lt 3EEB "2260—ELSTON" GA1CARi111111 aWEIM: LEFT PAGIQ: DETAILS 160 MPH E . C EPt 2 2 DATM 09/21/21 dCAIM 1/4"=1'—O" w2mcm SNI © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7D STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA FASCIA WOOD BOARD BY OTHERS 70 STAPLES INSTALLED THRU SOFFITAND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @ 12" O.C. MAX (INTO HANNEL(3D (2)WOOD) IN J-CHANNEL SLOT n=TAll e r/1Jli vA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) e' MAX. DETAIL D J-CHANNEL FASCIA 2X2 WOOD BATTEN 10 ,rSTAPLESINSTALLED 7D 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. (DSTAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT- G) nc-ren c J-l..l /ANIVCL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPANSPAN V= SEE DETAIL'A'--" SEE DETAIL'E" Lr1 EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA@ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) OOFFIT7=4 SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END C BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JO / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN �- 1D OFFIT J-CHANNEL p DETAIL B J" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFF/!IT NSTALLATION SCREW, J J-CHANNEL BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. TRUSS/JOIST/RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO 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) STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 0 WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) '_�CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 'ii'B�Fdi'i"�•- :iiil=�,ti •. F:Fr+iFiiii' •. .s-13.519 EAVE WIDTH •:d}$iifiifii::•••' .375 (ROOF .375 66 •::;ii• 4 3.625 3.625 OVERHANG) 5 .08 .03 12 "-CONCRETE; CMU OR WOOD ��% (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdwlgagroup.com AA #: 0003325 n d O gg SS aL =xv. Ae LOT: ABBOTT PARK LOT #7 BLK #13 PROJ)mOT* 04 .0 0-07131 1[ODaI.e 3EEB "2260-ELSTON" GARA03 81FU4C : LEFT PALM: SOFFIT DETAILS 160 MPH EXP. C EP n yv\, Zt, 0