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HomeMy WebLinkAbout7892 Sail Clover Lns 99 91828-4EBB-CAL19-1 a 1 VVY�ry»�1`,�tI.�I .�^�35 j+J{�jJy'' 9V0°AI,�wA�Lyeacoo "_- HOMES 12602 TELECOM E)RIVE, TAMPA, FL 33637 T401- (813) 740-9720 Pax: (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 -!I� (pp�, >IIRUI„ �' -Ate. t/oc�t. SM t�oaoes -OCCUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB -y(N. INTERIOR FINISH - CLAW R -BASIC MD SPEED - VD1t=160 MPH Vasd=124 MPH -E(POSURE - C 1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL ABV, ABOVE LAV. LAVATORY A/C AIR CONDITIONIING LUM LUNM40US ADJ. ALTERNATE M.C.MEDICINE CABINET DO B L � MINIMUMHOLD UNTED CAB. CABINET MIL. METAL CELTNG N.T.S. NOT TO SCALE CLR. CLEAR G.C. ONCENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON CT. CERAMIC TILEPH. PHONE D. DRYER PLY PLATE DBL. DOUBLE H'YWD PLYWOOD DATE DESCRIPTION OV26A6 CD'S 1851lED ARCHITECTURAL SHEET DESCRIPTION 0M/I6 Wn FBC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Ai -FLOOR PLAN PG A2D—ELEVATIONS "D" PG El -ELECTRICAL PLAN PG Pl —PLUMBING PLAN &%/m CDSRE-ISSIED VI6 02RCLG. SIDING ELEVAT04 ADDED 0346/I6 cDSRE-ISeuED 04/M6 FOOTING REVISION PER M. 90UE8 06J210 COSRE-ISSUED 02/19119 ADDED CURELESS FOOTER AT GARAGE DETAIL MW MYERS) 02/ii/h PLAN MAINTENArCE AND STATE CODES D.G. DID. DIM DISP. DP. DR. U . D.W. FA. ELEV. EQ. EXH. EXT. F.GJFX. F.G. FIN FIN. FLUOR. F GDR GA. GAR. DISP. O.F.I. GL. GYP BD. NEH.B. HDR HOT. OR ITTEIGHTTW1 rrrr. DZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FDGiDGLASS FUEL GAS FINISH FLOOR FLUORESCENT FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS 13MUMBOARD HOSE BIB HOLIAWCORE HEADER INSULATION narEeuoR PR P.T. R FAD. RA.G. REF. RO. S.C. S.D. S.H SELL SHFHG. SHWR SIM. SL SEOL. STD. SWS TEMP. TEMP. THK T.O.C. TOP. T.O.S. TW. U.N.O. VP. W. WOW W.I. PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROUGH°PQ NG SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOD SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WINDOW TER WROUGHTIRON PG Ml-MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 034M REVISED LINTEL SUE AT PROW ENTRY DOOR ' 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 •'T• C�• S �� ADDED ADDITIONAL RECEPTACLE IN GARAGE PER UALL BATON N (MELB) 04%1'� REVISED HVAC VOL&EiS ON WR CALC SCHEDULE (MELBJ LIVING 1028baP7 ,430 ba PT ENTRY Ib SGL FT. LANAI 06 s . PT. TOTAL 2 2 60 01A2AS ADDED'EXTERIORMONODEEP POOTER'DETAIL11/SIJA(OR.) 0611M ADDED LED LIGwro 0 W04EN 4 BATH PER MAW 0=5 Mft'A ADDED STOKE OPTION ELEVATION C 4 D (TAMPA) OWIM ELEVATION V SIDING -ADDED LCUYER • GADLE ROOF 101blI9 ADDED OPT,V-0' CEILING HEIGHTS OWM REPLACE USP COJECTORS UNTH SI VWN CONNECTORS �® REVUE ENKAVP1rT RADON PLAN DByENBIONb 04/MO OF'T.6'-0' CLG. Wit- ADDED LED LIGHT IN FOYER / ® OPT 6'-®' CLG. HOT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 0506M ADDED ELEVATION V 4 TT (Of-) STRUCTURAL SHEET DESCRIPTION OVBW ADDED ELEVATIONS 1'IG'-TIN'-TB' (ORL) PG 91-FOUNDATION PLAN PG Sl AA -DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. OWI 2020PBCUPDATE 03M3/21 ADDED SMT DETAILS PG S2-LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.1A-DETAILS PG S2.2A—SAFE LOAD TABLES ORDER TO BUILD TRIS PROJECT BASED ON THL4 DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.IB-DETAILS CLARIFICATION. PG SN1-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI -SOFFIT DETAILS RFI'a 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 THE pNSTRUCTION BASED ON THE DRAWING SET. .1 N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 all III i iLi - 9 Evsa:v as LOT. ABBOTT PARK LOT #4 BLK. #9 18J1 0�-04091 8[ODRI, 4EBB "1828-CALI" a utAas EWDM: LEFT PAa& 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) Rh EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN hINCH GYPSUM BOARD OR EQUIVALENT, 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6• WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBM 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %- PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603,2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FNIOM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ye' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063.19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE 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 CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114' TYPE "W DRYWALL SCREWS AT IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE: 12/10/20 (RM) 1 N. RONALD REAGAN Bt LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 o d m POOR a MOM ABBOTT PARK LOT #4 BLK. #9 rucaucTip 04 81.00 -04091 MODMI, 4EBB "1828-CALI" GARGGM SWUM-. LEFT PAOM GENERAL NOTES %160 MPH EXP. C 9*- EY.i;L -1AAAAlio! oIIAAAAAAAAAIoIIAAIiAAAAA'� ;��oIUAAli4 � r DIED o - � - - o O �1' 11 oilP;o — - o'IAAAAAII i r r � r r r r - r � r p ` r r � r r �I r AP II 0 o. : w - - ■ p_ 'V i O r r - 5OLLARD - r m AS RECL O BLDG. r�..�� ODDE r M o r\IM � - II FOYER r O :ro'/l olll: r —11'0 r E l�7 - - - r.. a oll�A���lio MGMSS _--mom o9AAA��lil0 _ olA�Ao 1oII�A1io � FLOOR PLAN SCALE, 1/4' . 1'-0' C TOP PLATE 9 in BAR DETAIL A SCALE= 1/2'•1'-0' SQ.FT. CAM'S LIVING IA28 60. FT. GARAGE 430 SO. FT. ENTRY 16 SO. FT. LANAI 88 SO. FT. TOTAL 2362 Sa FT. 001l01 AWaADDIQ=L0= AIIAO00W A1EFOR3OEMOkla QF A omm 301E 110WNWDIM4 IBM MDT" FOORAOE MIN. WINDOW IV 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/_" CRITERIA W10 O.H.D. 56 5 231 -313 12'x12' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH - 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONM DATE OYOYn HDR. DTL. B SCALE:1/2 . 1-0' NOTE, HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED OATH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HMEYCOM15-CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-0078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A N g B 24 �j spy 6 6 i LLL SUBDiV 8g L,0711 ABBOTT PARK LOT #4 BLK. #9 PROJECT* 04181.000-04091 MODEL' 4EBB "1828—CALI" CIARA Z BTATDJ6: LEFT PARE: FLOOR PLAN %160 MPH EXP. C 0I SCALE: 1/4"=1'-0" SHEET Al OR EMIVALENTj SPECIFIED - SNAKE SIONG/i �\ AS SPECIFIED ow—m SHINGLE ROOF \ \���■I5KTIIXIl OR 61 TRIM 6' RAISED \\ EMIVALENT �����♦1► /�� inmmmm._ v _� piny —AMA OPT.COACH LIGHT W-0' EIRG. HGT. -1 0'-O' FIN. FLR0 AREA OFAT7IC = 2354 SO, FT. NETFREEVENTILATION AREA REQUIRED - I/3D0 REQUIREDVENTIIATION AREA = 2364/300 = 7.88 VENTILATION AREA XSQ. INCHES PER"..(244) = 1134.72 SO, IN. MIN. REQUIREDVENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC 567.36 SQ. IN. OFF RIDGEVENNLATION AREA = 115 SQ. IN. FERVENT 567.36 /115 TOTAL#OF VENTS REQUIRED 4.93357 TOTAL#OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERIMIT11 OF THE HOUSE, LESSTHE OVERHANG EXTERIOR OF WALL TO SMRIOR OF WALL, NO OVERHANGS INCLUDED „ 'FA DECORATIVE 11�45 IIII�� III51-UTTEMB OR IN �� �� — IIIIM��=IIII. _AND - L1�� -� - Lt FRONT ELEVATION SCALE. 114 - 1'-V TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FWR R103.4 OFF RI® It�_ OFF RI® REAR ELEVATION SCALE. 114 - I'-m' TENURED FINISH r. �o m —--___-___-___-__—_--_----- _—_---^-------------------/o0'-O'FIN.FLR OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 - I'-V TEXTURED FINISH OFF RIDGE VENT RIGHT ELEVATION SCALE. 1/4 - I'-0' TENURED FIN. FIN. 2' I I I I DECO. DTL. A SCALE. In - I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 � b ao - a g fA UMIV. « LOTaBBOTT PARK LOT #4 BLK. #9 PMJZCT# 041 1.000-04091 MOD=, 4EBB "1828—CALI" GARAGM •WMI00. LEFT PAGO ELEVATIONS "D„ 160 MPH EXP. C D T i 5/05/21 SCAXJb 1/4"=1'-0" wlivApa o� ELECTRICAL LEGEND SYMBOL DEFINITION NOTES te 125V OUTLET 20 AMP ONUS POLE IIOV CUTLET IWV OUTLET Ut OF ORLK "10 To SWITCH �M IIOV OUTLET EOUaPtER rtvFED Wti4e0 PAIL anonR RITNSTANT TTPE) 224Y OUTLET (4) UPS CONNECTION me TERNM7°P GINOPAL M -'CF liPi COUTLOT HIR TURT ewTCH SWITCH 3-WAY OPEN. SWITCH 4-WAY OPEN. L,.%-1 0 u4LL FIOtMLD LOW JQCEILNG LKd4T © I LED CLa LOOT LED VAPOR ©� PROOF LISIR O Vlp VAPOR FROOP LISMT OQ M="oD CAN VI4T. PAN I a" PER sa FT. UMO FAN YBL124[T 1 OFR4 PZR ea FT. L� FIXE r� [Low aPEC'S TWO sT PLU0PRE8GENT 2-SULO UIeM ® LL�� (RlCESOED) 11e0LW0 faun M FNT.) .MOUE } 2' PLUOPESGBR 4' P-000 1 SCBNf ADC 4' TRACK LISNT PANEL METER • 9D. aMDNot xrtcroR B& eEoai eeas�� SILWASIMENIff 1 1 WALL. MOUNTED BFpN. DETECTOR �ATL SAa[.18a yyE DEt@CTIaK B�4ALLC& ® B/CD COED M A DA 01ISTTANCE OF NO Q NOT LESS THEN 4' Pa1oANr LISNR u� NATURAL a" CUTLET ► YRSPICHN JACK IOU PDt MSS RSVAT® A'R DMOOSECT SEE AMU ON F�N TELEVISION JACK O CXLm am REQUIRE; To x SUPPORTED N ADCOIOANCE 1W IM J-00% KAMOD AS GUC34 FOR CELmomiEmm TO s SU PORnD N CEILRIS FANILI6IR ACCCOIDA CE UV BOX KAROO AS SUCH FOR nnaa 24• INCANDESCENT LOW STRIP W NCamEBcwT LOW STRIP ennnnnnn 4V PICAMOSISCIENT LOW STRIP FLOOD LISMT IOYPAD • PUS. FKOM-BUR4N FOR move tRe PORT • LOCATION OF TV JAGS 4 PHONE OUTLETS 4 PANS TO BE VERIFIED • HOMEOWNER PI! -CONSTRICTION MONTH& • ALL B 4 20 AMP BRANCH CIRDSTS TO M AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF RICA TTN EDITION (2d/0) 4 NEO ]IOL' 2dT EDITION • 20 AMP DEDICATED Y CIRCUIT. • O9 • (NOT ON KJTCW CIRCUIT) CT TO AWLANp"M I To r DBIWROOM !DISCONNECT • A E MR CAPACITY FAN TO HAVE MN PAN O 50 CP TNT RMIAUNT ROVISI S SO t19N INTERMITTENT PER ELECTRICAL PROVISIONS Q SECTION MB013 PBCR TTH EDITION [20MA • LAUNOW RPO1 RECEPTACLE SHALL BE GROUND PAULT CXSCIT-NIERRIPTER PROTECTION FOR PERSONNEL ON FNEOM • WOO FEn1OO SMALL M NON METALLIC: CABLE PER ELECTRICAL PROVISIONS CP FBCR TTM ED [202mx ALL WOW TO COMPLY WITH ELECTRICAL PROVISN" CT THE IECR 1i14 tm [2E20x At•1 Pnm+ SY OwLOEIt AND • 16% OF Lk2 tImm NOT TSR O! LIO NBNERIY F9PT011M TYPE pan Y C MMET VA Y a►ICIBNCY) 2020. TAM [DITION 0114641 IME I BDRM.#1 PRE -WIRED \\ CLG FAN \ I ? CEILING LIVING ROOM MTD. LIGHT PRE_wIREo` TO BE �.. ..� CLG FAN I INSTALLED, PRE -WIRED L / J PROVIDE CLG FANI WP J-BOX FOR G OPT. FAN \ t DINING E I ROOM I 2 — I" r - ,.-----1 ITCH IN __--- CABMET�— I I � I I I // 1Y•I•C• I J OUTLET _,LAUN FOR ow ul•i /A\ L ---- — L GFI pp ACHE / p��_ar__ _ /��o PAIL I RANGE \� n GF M BDRpM..�#4/ ju °_.. J /my If _I I c, • �// I III — — / I I HOOD WIRE Ulf•_ OUTLET FOR — I FUTURE MICRO S®\\ III CLG RAN 111 r— ,fik)y' ql r /--4.BDRM-jf I -WIRED I • GF44'FOR I ! CLG FAN O ARAGE I _ I / DOOR L---- J % BOLLARD � AS REO. I L PER BLDG, WALL MOUNTED CODE L _ LIGHT W/SWITCH IN ATTIC / ®I BATH j / r S/toll / I METER OUTLET KEYLESS FIELD V� FY FIXTURE 0 BDRM•2 IRRIGATION FOYER }� / \ OUTLET • lLJ \\� 48' AFF. ENTRY r GFi GARAGE _ c J \. \ , PRE -WIRED CLG FAN OPT. _______________ -// COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' • I'-V' WP Panel MAIN -A PANEL: 8/16%p crt. Weaker VOLTAGE: 120124OV-lPh MAIN: 150 Amp M.C.B FEEDER 3-#1 Cu THAN & 1-#6 Cu (0) in 110 C. OR 3-#20 AL ThMM & 1-06 Cu (G) in 110 C. Wire Pas IS, Os on VAAb pn1A DreuN W." pt OF Ws %m. M2 1 mmde GFb7UG 1200 1 2 M2 2 10 hiyak Pump 1oD0 3 4 s e 53C.U.-i "'m AIC 36 2 as zm.a 7 6 PANEL -A PANEL: 42 crL Weaker VOLTAGE: 120 / 240 V -lPh MAIN: 150 Amp M.L.O. FEEDER 3-#1 Cu TFMN & 1-#6 Cu (G) In 1 1/2" C. OR 3-#200 AL THAN & 1-#6 Cu (G) in 1 1/2' C. VAn Pols w Dead . We CI -Al I cnsn' WEN M•M Ilan Na Pds Va. 012 1 M Small Appl - 1600 1 2 1000 RmP m 2 Aa #12 1 20 BW—/N GFI 1BDD 3 4 M2 1 20 SnM Ap#I Ism 5 8 45M VYW.Nadr 25 2 MO 912 1 2D Ism 7 8 #12 1 20 OWN, RWoffix AFG 1600 B 10 2w d GF 20 1 M2 r2 t 20 IM BGF Repq 1200 11 12 Ism Owwo h.em 20 1 r2 M4 1 16 Fg / Hrl I SSA 02 a 10 Bath R AM GOD 13 14 500D Dry. GF 30 2 r0 M4 1 15 W R—, Lrd Uoft AFO GOD 15 16 M4 1 15 K2Chw, PWt , a DINM UgMs AFCI GD0 17 18 150D Vyssher GF 20 1 02 M4 I 1 1 15 SDa C/OAFCI GOD iB 1 20 1000 D-opr.GF 20 1 M2 M2 1 20 UW4y/Ise N/DMAFO 12M 0 22 IX0 IEessa Usa R—pl-w AM 2D 1 M2 m 24 GOD Bseoan i AFG 15 1 M4 Spue 25 20 GOD Beth 1 AFD 15 1 M4 sm— 27 28 28 30 1000 M Carede aN 20 1 r2 31 32 spelt D 34 Spaas 36 38 ape 37 38 Spws D 2 35 AKAVAYI Bkd.5 KVA d &5% 5525 3G 40 41 LCad eatod.nend Vela glWotbmlAne t8000 2B'/OD louts ea to BemnAfidaredalMana lens Dmwd F a u bona: ABBREVIATIONS: AFO: ARC FAULT CIRCUIT tnERRUPtER NC: N0N4)0WK0T LOAD GF: GROUND FAULT PMRRUPTER Tad ICM.LM.01a 1 42700 FM 10000E 910D% I= Rem volts d 4016 13040 Tad Arc Ioytl LApD CALCULATION la BASED ON AC NON -COINCIDENT LOAD ad Coe Red Lmd Wd1s 33GOB Tad (-ftI mvris W3 General Lighting & Recepttele Load Tad AC S4vn Fee -T 1828 Gerd Lt. a P. 3 W / SK. Fr _ 5484 H41ds 1 at651A#LaGN at 100% 65 Tad G.n" tl#Ns a Rec IWats1 5549 _ CIQN# tIs/c Total sletE I I s I I L i I I I e I I 0% I 1 I I L I LED LIGHTING Cap DOUBLE LAV. BATH •1 150 AMP ELECTRICAL RISER NOT TO SCALE, 64NRAL MOM& A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WITH ELECTRICAL PROVISIONS LOCAL TPOMM OCW'rANYR "'I LOCAL AMPtU•E9(TAODEa AND ALL LOCC AL PUOUER IL ALL PC0V=TOR6 SMALL BE TYPE TMINA"M UNLESS NOTED orMBEueE. POWER COMPA TRANSFORMER PROVIDE BO AI•P, OWJ40 VOLT, I PHASE SECONDART• ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (OU) N I-W" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM (AL) N 7" DIA SCHEDULE SO I•VC CONDUIT LVLLESS SERVICE IS PROVIDED BY THE ELI CTI C COMPANY COORDNAIE WITH THE ELECTRIC COMPANY' PRIOR TO BID. / I L I I I LED LIGHTING @ SINGLE LAV. BATH 02 PROVIDE 3•Iro CAL THIN . 1% OU N 2• CONDUIT OR 3 4A5 AL T" • 1% CV N 2• CONDUIT OR 2/0 AL. MJt fCONOWT TO TERMINATE ABOVE SOFRT a OYERIANW CQIBNATbN B DuscasEcr SWITCH AAND BO ArP 12MHo vOLr M ELECTRIC METER IN NEVI'A 314 @CLOSURE PMEL 7ELB'NQE SEIMCa CNTR4rCE CAELC TLLEVRICeI SCRNO! fNIRAIICE MAY EQWPFaT NmltmYeteM BONo2A3 ![iSPI'elT TERYWVAL AT LOW V1CL,TAOH COHECTIONS 1 4 CU SNAKE MOUND CONNECTED TO C0NCMTE ENCASED FOOTER eTEEL PER ELECTRICAL PROYMIotPo of THE FBOe 1TM EDITION (20101 OWPIA X e FT LOND COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdeslgngroup.com AA #: 0003325 J Q C 1ABJmT# m a. LOT: BOTT PARK LOT �#4 BLK. ##9 04181.000-04091 moDm- 4EBB 111828—CALI'r 0A1t"M swine: LEFT IPAGs: ELECTRICAL PLAN 160 MPH E . C KITCHEN 2, SINK W/ VT AUTO VENT i vat J•j v IV2 I I/2��2�1 VY� I -K I --j 1/2' SHWR WASHER PLUMBING RISER DIAGRAM PLUMBING PLAN WALE, . V-m' TU15 TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 In W f 0 summ as LOT. ABBOTT PARK LOT #4 BLK. #9 04 181 00 04091 MODSCU 4EBB "1828-CALI" GARA0X 8VnM" LEFT PAO]& PLUMBING PLAN 160 PH E . C 1 SCAUD 1/4"=1'-O" 1 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 PBC 'ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLA88 I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 1T14 EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS &HALL 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 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 1010 :—EXTERIOR WALL PLENIk I 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 p REFRIGERANT LINES TO PLATFORM RETURN XMECHANICAL CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (202m) BLDG. CODE SECTION W1Z.4 HVAC DRAINS SCORIATED NICKEL /—FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG '�---FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSATI 560" INSIDE SERIES NICKEL BRASS TOP CAULK P.VD OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 L444T O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) `SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CD. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN I ■ MECHANICAL PLAN SCALE. 1/4 . 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA N: 0003326 J IKtKb MIM I 6 aumirv. a< LOT: ABBOTT PARK LOT #4 BLK.�r #9 081�.000-04091 moDZ1. 4EBB "1828-CALL" GARAOX OWDM: LEFT PAdIM MECHANICAL PLAN 160 MPH EXP. C 01 (idol ar ATZ: 5/05/21 aCALM 1/4"=1'-0" wjEm T M1 y®��.� 2X4 TOP PLATE rL� Y PRE-FAB TRUSS N' CLG. BOARD In' DRYWALL —�-� T`I)r SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' Or — MAX FIN. FLR 2X4 WOOD STUDS •24' O.C. SLAB TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (2)TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-0' FIBER31-A88 814INGLES WITH UNDERLAYMENT AS PER FBCR SMI.1. ROOF SHEATHING THICKNESS AS PER 844EET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I,-O. TYP. O.H. ,%/8' GYPSUM 0 OR 1/2' HIGH STRENGTH CLG. BOARD v®e 35/8'OR5 U2' DRYWALL 3/8, TOP CHANJEL f25 GAJ 1/2' DRYWALL 3 5/6' OR 5 3/0' METAL STUDS 24' O.C. 20 GA METAL TO BE METALLED M WALLS RECEIVING UPPER/ LOWER 3 5/S' OR 5 CABINETS AND TUD/614O ER 25 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA.) SECURED TO BE SPACED IW OTC. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR V 3/4' STAIR WELLS AND BATHROOM PAP A TO WALLS W/ TILE FINISH WOOD FLOOR r CODE FORMS R-VALUES STRUCTURAL `—R-4.1 INSULATION — �LI,`1�V.11� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OTC. e' CMU 1/2' GYP, ILL. BD. WOOD BABE 0'-0' FIN. FLR — • ° a 4 .a ^a n W/ WINDOW OPENING n W/ 1/4' WOOD SCREW —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. 91 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SM.U. ROOF 8NEATHING THICKNSESS AS PER SHEET BNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLfE , DIRECTLY TO MASONRY k 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1609.5.1. BWALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (K)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4',I,-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486E TYPE III OR TYPE IV UNDERLAYMENT. W' THM 7 COAT - PORILAfO CR7NT KAMM APPLIM DI mmy TO mo*o f M MIL ay aALv. N' OR. tlL Ri. 7RAC% ORAPClM FASTTP® ro Iu000 son uaOD Lune P!R GM.v. aialL PR70 A. oy Ma YlWr -AL TRACK sr MA17. ' Or .,'...;.. � TestAclaTa Room uv PROP= APPROVAL RM 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS p 11 D1 SCALE: 11/2'-1'-0' FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 124 NAILS AS PER FEICR SM.1.1. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNSESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS 9' 2x FASCIA PER MAX PRE-ENG WD.TRU88 ' ELEVATIONS O VENTED SOFFIT IPER ELEVATION WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE INSULATION R-VALUES ON SHEET SNI OLPER ELEVATION PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR IR' WEEP SCREED HIGH STRENGTH CLG. BOARD 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION � WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1/2' THICK, 2 COAT—/-" PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR e' Cm ly STRUCTURAL -Ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' GYP. WL. BD. - WOOD BASE — HER O[AP mu an IOIYRAL FOR P.T. uo kcH m TO FILL L All FM DucT ROVAL RLO. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 1105.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT THICKNESS AS PER SHEET 8NLSECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS cm 4+ 7il _ _ — 0'-C' FN. FLR a< a ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-16 IN ACCORDANCE WITH FBCR 2020 a a' 1TH EDITION, SECTION R301.13 AND 1605.5.1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE ��1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE' 3/4''I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE If OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdeslgngmup.com ` AA N: 0003325 J 6 24 b b mil T exnmly • LOTt ABBOTT PARK LOT ##4 BLK. ##9 PROJWT 04181.00U04091 MOD=, 4EBB "1828-CALI" OARAGM SWOCO: LEFT PAGIO DETAILS (SHINGLE) 160 MPH VR C ol DP A=l 5/05/21 SCAM 1/4"=1°-0" EST 16. D1 ram^' 2X6 P.T. • CENTER OF DOOR HEADER WCU ED W/ (1) LW X &' J-BOLT 11V W MIN. EMBEDMENT W/ 2' X 2' X 1/e' 11140IE1t 4 NUT OR W/ (2) VJ' X 0• ANCHOR BOLTS W/ 2' X 2' X W WASHER 4 NUT N CURE 2 TO BLK W/ ® N 114' TAPCONS 1 N' EMBISD. N OU:. 4' END DIST. I IR' EDGE DIET. N NOR& 2X6 GARAGE DOOR DUCK 6E0lRED W/ lb) VZ' X i' J-BOLT OR ANCHIOR BOLTS, UV 4' Met EMBEDMENT, WV 2' N .2 X ITS' WASHER NUT. (U WTHN i' OF TOP, (U WITHIN e' OF THIS 157M, N (3)EVENLY SPACED. N N N NOTES. ALL ANCHORS SHALL. BE N ACCORDANCE TO MANUFACTURER'S INSTALLATION RNSIIRLICTIOINO WRlIRE SUCH INSTRUCTIONS AIR! MORE STRNMENT GARAGE DOOR 1 BUCK ATTACHMENT ACAS. N••NO y-- &• cm I/2' DRYWALL Ix4 P.T. OR 6/4'X4' MN. 6ECURE THRU FRAIN 4 ❑ I'X4' EMEND 1-1/4' INTO P.T. HAILER BLOCK UI/ 346, TAPCONO DOOR CASING (MIN. 6WANC SIZE .145 MIN HEAD SIZE 3" MIN. EMBEDMENT 1-114' WTHN e' OF EACH END DOOR JAMB OR WINDOW 4 16' O.C. MAX SPACING ATTACH TO 2X PER MANFACTURE6 DETAIL& NOTE. SHIM A6 HEEDED TO PLUMS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3/4" OR +5/4" w R TO BLACK +3/4" OR +6/4" 2X4. 0111 SECURE TO BLOCK W/ 3/16' TAFrw" (MN. SHANK 612E J45 MIN. 1 EAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN 6' OF EACH END 4 1&' OG. MAX SPACING. 2)(6• 111111 SECURE TO BLOCK WK2) 3/K' TAPC048 (MIN. SHANK SIZE 145 MN. HEAD SIZE 300 MN. EMBEDMENT 11,149 &• CM WITHIN &' OF EACH W40 4 W O.G MAX SPACING. VJ' DRYWALL 2X9. ® 1'X4' SECURE TO BLOCK P.T. NAILER WK2) SA6' TAPCGNB MRL SHANK SIZE 145 DOOR C.AONG MN. HEAD 812E 300 MN. EMBEDMENT 1 V4.1 WITHIN W OF EACH END 4 W O.C. MAX SI"'I'C�' DOOR JAMB OR WMDOW ATTACH TO 2X PER MANFACTURE8 DETAIL& NOTE. 6HRM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLACK +1 1/2" n1LIN ll TO HIACK +1 1/2" 2X4. BE SECURE TO BLOCK UV SAW TAPCONS (MIN. 6HAK SIZE .W5 MIR HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W OG. MAX SPACING. 2)(6, IZEI SECURE TO BLOCK WK2) 3/16' TAM" MK SHA4K SIZE .145 MN. HEAD SIZE 3CO MR EMBEDMENT 1 V4.1 UMT14N e• OF EACH END &' CPU 4 16' Ole. MAX SPAGRS. 1/2' DRYWALL 7Xh I=1 SECURE TO BLOCK Iw WK2) 3A6' TAPOONS P.T. NAILER MIN. SHANK SIZE .148 1/16. OATS X 4' MN MIN.HEAD SIZE 900 MIN. EMBEDMEENT I V4') DOOR CADWO WITHIN 5' OF EACH END 4 W Or- MAX SPAWNS. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. &HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 15/16" C BOIL K +1 5 5" 2X4. SECURE TO BLOCK INS 3/16• TAFC4" (MIN. SHANK SIZE 146 MR HEAD 613E -A" MIN. EMBEDMENT 1 114') WTHN 6' OF EACH END 4 W O.C. MAX OPAC 4CL NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TW ROUGH NON-STRUCTURAL WK2) 3/16' TAPOONS 3ft' TAPCON MIN. 1.1/4' (MIN. SHANK SIZE J45 R MBEDMENT INTO BLOCK MR HEAD SIZE 300 MR EMBEDMENT 1 V4•) WITHIN e• OF EACH END i' cm 1 S` OL. MAX 6PACNG. V2' DRYWALL 7X0. ❑ SECURE TO BLOCK I'X4' WK2) SAW TAPO" P.T. NAILER (MRSHAK SIZE Ab DOOR WASNC MIN. HEAD 612E 300 MIN. EMBEDMENT I V49 WITHIN 6. OF EACH 0D 4 S' O1C. MAX SPASMS. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFFACTURE6 DETAILS, NOTE. 041M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4' � 011 TO BLOCK +E 1/4" 2X4. ® 2X4. 0111 SECURE TO BLOCK SECURE TO BLOCK UV "A6• TA^C•ONO MN. V4• TAPCONb (MR GWAK SIZE AS MIN. &HANK 61ZE J45 MIX HEAD SIZE 300 HEAD SIZE 34M MN. EMBEDMENT 1 1/49 MN. 19 PMENT 1 1149 UT14IN 6. OF EACH UT14N 0' OF EACH END4 WOG. MAX END 4 W O.C. MAX SPACING. SPACING. 2X6. ® 2X6. U® SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS WK21 1/4• TAPC4" (MIN. (MN. OHAK SIZE AD SHANK SIZE J4D MIN. MR HEAD SIZE 300 HEAD SIZE 3" MIN. MN. EMBEDMENT I V49 EMBEDMENT 1 1/4'1 WTHN 8. OF EACH END &' 1-.N111 WITHIN e• OF EACH END 10' O.C. MAX SPACING. 4 W O,C. MAX SPACING. &, cm4 2X0. RE V2' DRYWALL 2XO. � 1/2' DRYWALL SECURE TO BLOCK I-X4' SECURE TO BLOCK 1'X4' IWIM 3/I6' TAPOONS P.T. NAILER WK2) 1/4' TAPCONS P.T. NAILER MN. SHANK SIZE 145 DOOR CASING MN. SHANK SIZE .140 MN. HEAD 613E 300 MN. HEAD SIZE 300 1A6' O.B.D. X 4' MN. MN. EMBEDMENT 1 V4') MIN. EMBEDMENT I V4') WITHIN &' OF EACH END WITHIN *'OF EACH END DOOR CASING I W OG. MAX 4 S' OG. MAX SI"'CW. DOOR JAMB OR WINDOW SAC DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURE& DETAIL6. NOTE. 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" i�EIDIDOILTO_rrrnrr 4.n^ 2X4. 130 SECURE TO BLOCK WV 3MW TAP/ -,ONO (MR DWA NK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 1/49 WITHIN 0. OF EACH END 4 W OG. MAX 6PACNG. 2Xb. SECURE TO BLOCK WK2)3/N.' TAPCONS (MIN. OWANK SIZE J45 MN. HEAD SIZE 300 MR EMBEDMENTI 1/49 WITHIN &' OF EACH END 4 18' = MAX SPACING. 2X&. SECURE TO BLOCK WIM SAS' TAPCONS, MN. SHANK 612E 145 MN. HEAD SIZE 300 MIN. EMBEDMENT I I/4.1 WITHIN W OF EACH END 4 15' O.C. MAX SPACING. NOTE, STRUCTURAL. 2X MOT BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3M' TAPCON MN. 1-1/4• EMBEDMENT INTO CLOCK q&' cm VP DRYWALL I744' P.T. NAILER 11 r DOOR CASING NOTE, SHIM All NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 2NO 2X SECURE TO STRUCTURAL MEMBER WK2A241 WITHIN &' OF EACH END 4 6' TO &• Or- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& DOOR JAMB TO BLOCK +3" �1iLNtnnr 'm Rrnrx ��_ NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/16" 1LLNDOIF TO BLOCK +3 7/18' 2X4. I! SECURE TO BLOCK INS 1/4' TAPCONS MN. SHANK SIZE 340 MN. HEAD SIZE J00 MIN. EMBEDMENT 1 1,149 WTHN e' OF EACH END 4 1&' OZ. MAX SPACING, NOTE, 6TRUCTURAL 2X MUST BE 2X6. m ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROUGH NON-STRUCTURAL WK211/4' TAPC0ND MIN. 3/16• TAPCON MR 1-114' SWANK SIZE J45 MIN. EMBEDMENT INTO BLOCK HEAD SIZE J00 MR EMBEDMENT I V4•) e' OF EACH END i, cm 4 S' O.O. MAX SPACING. V)' DRYWALL 2Xi. ® 1'X4• SECURE TO BLOCK P.T. NAILER WK2; V4' TAPCONS I• X 4' MIN. MN. SHANK 612E 145 RT. MN, HEAD 612E 300 MN. EMBEDMENT 1 V4') DOOR CASNG WITHIN O' OF EACH END 4 S' OG MAX ���' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL6. NOTE, 6NIM AS NEEDED TO PLUMB JAMB MO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" n = W TO BLOCK +3 3/4" MAC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32150 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA N: 0003326 1 A b b .VBDIIV. `PIN; ABBOTT PARK LOT #4 BLK. #9 1pmimmo 18 04091 WoDm- 4EBB "1828-CALI" OARAGN S'1►Ii M: LEFT PAGO DETAILS 160 MPH EXP. C or r,ralm -1 D 5/05/21 SCA&M 1/4"=1'-0" e*ME= D 2 MAY PRODUCT LISTING PRODUCT APPROVAL LISTING SHINGLE (STANDARD) SHINGLE (STANDARD) FLN MANUFACTURER CATEGORY DESCRIPTION mw� wwmn wwmn uwmu .xnum:. uau� unumn .v3uw. M�� unvmu �v3vmu u�umu �vwmn �vwmu u3vmu �vw�, mwmx .v�umn +=inimn :immn wauaon w3uma unu� �vmn �.namu vw� �v,umx. �u3�imac �v3�nm. .vaima �vw� u:vmv s�xuma ww� mw�, ,.iHOEvw mwmn n yvuure iiry11M3� �s/3Umu WWmu W3�/mf 4,r/mv �L3Umxa �Ln/mte W34Mxd �U3Umx3 tLa4m�� �Ln�/wu s/L/M13 �Y3Umu nh. JI 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407.774-0078 www.abdesigngroup.com AA #l: 000332E04 y IA Y d k rbr eo 6! �LJSDIV. da LOT. ABBOTT PARK LOT #4 BLK. #9 0 18J100t- 04091 ![ODme 4EBB "1828-CALI" awawa>a swsxa: LEFT PAOi." PRODUCT APPROVAL LISTING 160 MPH EXP. C AR No W7xi p � n5/05/21 axMa"r D3 PREPORIED CONTROL JOINT') PLANGE CP CONTROL JOINTS Td GE UMP TED TO LATH a S' OD. MAX(VMA Nam, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES IW %. LEG MAY ISE USED TO %WPIP SECURE CONTROL JOINT DUPLM INSTALLATION FASTENERS TO DE SPACED • T' Or -MAX VERTICALLY j' TM M 3 COAT CEMENT PLASTER WRD LAYER 4. POWFMR I UILDNG PAPER AFTROVED METAL LATH FASTENED -T' (VERT.) Or— MAX AT 6UPPORT6 UM LAYER -1, STUCCO WRAP WOOD SHEATHING LATH@—_4 — % Be C THRO&F M mi a ME ; JOINDED TIED AT EACH SIDE �^� � �00 � PER A6TM CI063 PLACED PLAT MAX. 6' TO 6' FROM CONTROL JOINT WHEN 1'L CONTROL JOINT FALLS ON L PASTENERS FOR LATH TO BE NAILS OR\ i STRUCTURAL 671IJ0 STAPLES N COMPLIANCE UP ASTM Ci063 r 2. WIRE TIES TO BE (NO. IN 00415' UfM 3. BLOCXINO SHOWN MAY 1SE N ADDITION \ TO WALL STUDS MGIIRED PER PLAN IE�UEI IWI O"M" TYPE CONTROL JOINT OLIOI.D WYIhD-Fr.A ®►DI•D OL POLO NIVNN e PT. A x CPWA/ - Pr.6 xCOWAN -R.0 OL1'OLD M6IV .R.A 2. QfME • Pr. 6 POLE - AN • ® L TOLD Ile"eR0 . R. A x asAee • PI.6 a wA"E -Pr.G 4. POLE Fr.O OVM PR. 6 TILL Fr.0 TO"M m 6OTrom II.0106 v r OOTTC• PLANO 'LANCE w,a TI6Hr .FOLD, D.QQ J' THICK 3 COAT CEMENT PLASTER (1RM7; W 9 COAT OBfER FLASTEIe (CW 00 LAYER % POIUrPBER BUILDING I-AMR(IwArm orLY) LIRB LAYER ti xIOC-0"T ILAWND (NE DOTAL) APPROVED BUILDNG WRAP MULL BE LAPPED A MINIMUM CF 6'* VERTICAL LAPS (ROLL ENDS) 4 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED UTH FORTBER O EATHING TAPE / I'MN. LAP - KTAL LATx bum NRAL1. x1O(OID 1L1u1E(6 AT 60rTg1 OP ROOF . FALL NfEIOCfi" LATH VERMCAL. LAP TO EE 1' .. I I METAL LATH I UM LAYER I. STUCCO WRAP wiva �WRB LATER! V,EPRORTIFISIMMILOM PAR / I I 2"'PAPER LAP 6CALEh I IR'.1'-O' r rTN LATu LAR a• oral Au LAP NOTE, 610E LAPS OF META. PLASTER DA6E6 6MALL DE SECW@D TO PRAMNG M PIORW. T14EY 6NALL BE TIED WITH 00416-N. (L21-MIN) WIRE AT INTERNAL* NOT t10RE THAN 6' (226-M9) AS PER A6TM CIB63. ® KIC KO UT FM IMV-ARR OF TEAS IN WM A'�°• TEAMPATCI DETAIL MAY SEE MDE TA E WRAP TAPE PER M PER MANE. SPED OR PEEL f 6TfCK aeA. fewo OR woo OTT$ 6HEATHNG 6TUCC0 i' T141M 3 COAT CEMENT PLASTER METAL LATH UM LAYER Q, FORTIFIBER BUILDING PAPER URD LAYER I, STUCCO URAP 61EATHING -INSTALL FASTENER* (OLIP'S; STRAPS, STAPLES) AS MOWED TO SECURE rim WIRE TO PRAMNG UM LAYER at 6111CCo )RAF IRS LAYER 4. POWIR 3ER BUILDING PAPER METAL LATN 6'x6' 6ELP-ADIERNG MOMMANO PLAS1404 OVER 4'x42 SELF -ADHERING MEMBRANE FLAOMNG OVER APPROVED Hou6E ~. FLA61A6G TO EXTEND ONTO PIPE '4'x4' SELF-ADFERN6 MEM1MAPE PLASHING OVER APPROVED WOUSE WRAP. P1TO��O� W CONT. BEAD OF 6EALA47 INSTALL APPROVED HOU6c14WP AIR 6RILTRATION BARRIER OVER S EATNNG ELASTOrIMC COATING OVER STUCCO/ C.V. PINION (6EE TYP WALL SECTION) SECTION PER SECTION br oeeofpor6 ndcomentp- br WI rl II n1f h "I comply VAN the appl-6. repulRmehhfe of ASTM C 828-18b. Irle '"m of exterior lathing and tarring .Nell comply with ASTM C 1053-1Ue, orASTM 1 T8 7. 4'x4' SELF -ADHERING MEMBRANE PLASHING (COMPATIBLE W) HOUSE 4. URAP MATERIAL) OVER APPROVED WOUSE URAP PLAS146n TO EXTEND aNT0 PIPE V OR LESS PIPE CUT AND OVERLAP "MDR OF— SELF -ADHERING MEMORIAM R-4614RO STEP $1 IPE FENETR4TI 3,aI N.T.S. WOOD SHEATHING OR CMU WREL LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP UM 4 TAPE OVER ROOFNIALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS i Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT z WALL SHEATHING) iv GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. A" LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO 6'10' SELF-ADMftM MEMBRANE PLANTING (COMPATIBLE W) HOUSE WRAP MATERIAL) OVER ,11W SELF -ADHERING HOMER" I°LASI*4 OVER APPROVED HOUSE URN+. FLA6IIMG TO EXTEND ONTO PIPE CLIT AND OVERLAP ONE SIDE OF 6ELP-ADWMWNG PIPINt* E PLASHING 1 x—x—x—x WOOD OR 7/16" ZIP WALL = SHEATHING -MAC( SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103,1.1 / ASTM C-641-14a, MIN- 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.1744078 www,abdosigngroup.com AA 8: 0003325�5: 00033255 F Y- g C b[[ IJ 6l sum1mv. a. Log ABBOTT PARK LOT #4 BLK. #9 PRCd 04181.000-04091 1[ODm - 4EBB "1828-CALI" GARAGm OWING: LEFT PAGM: WALL ASSEMBLY DETAILS 160 MPH EXP. C 000 INT DATA 5/05/21 OCALM 1/4"=1'-0" slow" WA1 INSTALL 6' 8ELF-ADHERING MEMBRANE FLASHWA OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECLIENCE OF PLA614M TO BE, "XI 1. BOTTOM, 2. SIDE8. 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE I ' . TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. x; E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i -X9 JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Y4' CAULKING 6 JOINT ALL AROUND IPER SECTION3. BACKER ROD I Exdsrlor Whine wW olasterhtD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. _X Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' or ASTM 1787. WRD LAYER M, ' V STUCCO WRAP ' HOODED VENT l' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) WOOD SHEATHING LAYER'!, STUCCO WRAP LAYER" FORTIFIBER BUILDING PAPER utooD CONBTUCTION _ -METAL LATH S' CMU VINYL CASIN:'- BEAD 6' RAISED BAND $' TO li' Mln.,uei L �.pe nrseen 6' WIDE STRIP SELF ADHESIVE FLA614ING, CLEAN MASONRY BEFORE APPLYING Z FLA6HNG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED VSTONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO E WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING OVER PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER - UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Y6' TO Y6' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED F— — — — —j WALL hHOR(FRAME TO FRAME) A VENT PENETRATION SCALE, N.T.B. filCCfi 1 V ICC(.CI VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION rl� D SHEATHING LAYER -1, STUCCO U.IQAP LAYER -2, FORTIFIBER DING PAPER METALLATH 0"TRUCTIONWOODHH UIOOD TEN TO WOOD STRUCTURAL BER • T' OL. MAX 6' CMU 6' WIDE STRIPSELF ADWSIVE FLASHMfa. CLEAN MASONRY OEFORE APPLYING V RNI6H • MASONRT HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 01, I CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER 01, SELF -ADHERING STUCCO SAP MEMBRANE FLASHING APPLY SELF-ADHERNG WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER '1 STEP #1 STEP #2 APPROVED HOUS WIRE, LAYER q, BELOW BELOW STUCCO WRAP GUT SUCH THAT 0 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT UA I MEMBRANE FLASHING ENTERS Box, — OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP U. LAYER 02, FORTIFIBER BUILDING PAPER STEP #3 STEP #q. APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA S: 0003325 HL lBUB8DtV. at: LOTA ABBOTT PARK LOT #4 BLK. #9 041J 00* 04 91 MOD21Lt 4EBB "1828-CALI" GARAGM *WMG: LEFT PAGM WALL ASSEMBLY DETAILS 160 MPH E C ELASTOMERIC a COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) 117 METAL LATH STEP #5 STEP 06 n9 ELECTRICAL RECEPTACLE DA �'. 5/05/21 aCAXJk 1/4"=1'—O" axI= dd H2 WOOD SHEATHING EM.WDOD FRAMED WRS LAYER 9, BUD -MOOR DECKM6 STUCCO WRAP COLUMN SHEATHING WEATHER RESISTIVE Waco WRD LAYER 7, FORTIFIBER PRE-BNGT) TRUSS BARRIER 9 CONSTRICTION BUILDING PAPER UNATHER RESISTIVE WEATHER RESISTIVE 1i HAT CHANNEL J' THICK, 3 COAT CEMENT BARtlER 9 BARRIER 4 'TYPE 'X' DRYWALL PLASTER WEATHER RESISTIVE _ 6' SAF. • TOP OF WEEP SCREED SIMMER 4 6' SAP. \ TO SHEATHING BEHIND WEEP SCREED ��, K 3 COAT RIES PEEL 8TI`GK INEATNING _ I Nt'xV 'L' FLASHING WOOD S �� 4' POSITIVE DRAIN METAL LATH FULLY EMBEDDED nRmo Aroccn IN ROOF CEMENT 1441 N. RONALD REAGAN BLVD. i `\ -- -- -- WOOD 64 FATWlYa WRB LAYER 9, I $' X 3' 26 GA GALV. LOPH: 77746078� STUCCO WRAP J - •� METAL DRIP EDGE FAX: 407-774�078 Yi GAP FOR BACKER SET IN FULL DED OF www.abdosl n i' THICK, 3 COAT CEMENT g gro2--S PLASTER i EMEROR GRADE SEALANT,AMR MIN. �` 6' SELF-ADHEREING PRY 1WLL ROD t SEALANT SPACE FROM DRIP I FACE TO TREX (LEATHER RESISTIVE AA#:0003328 FLASHING WRAPPED • TOP OF WEEP SCREED Y PDa1TIVH DRAM I��CC R3 COAT C 1 ENT VINYL CASING BEAD BARRIER 01 • � . ro SHEATHING BELOW -- 0 men VINYL „se BEAD be :,': WEATHER RESISTIVE BARRIER 4 \ i '� U1REi LAYER 9, STUCCO WRAP NO ber M PQI.DyMYL CASN6 BEAD (6WOIIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WATER PROOPI LAYER l2 LAYER PEEL ""` N STICK) �rwr°"'n.•n EXTERIOR COLUMN COLUMN SHEATHING LEGEND •. 4 x NISI •� - , c" , I WREI LAYER R, FORTIFIBER 6' i BUILDING PAPER PEEL t 8T1 X3' 17(rxs' vHABHING DRAINAGE PLANE (WRB ' - "., ..':::1. F'.,,..•......:.........:..:._ ' ' 6' SELF-ADHEREING SUD FLOOR ® FULLY EMBEDDED IN ROOF CEMENT LAYER #I, STUCCO WRAP) WRB LAYER 9, V. �� P �R 1 K' X 3' 26 GA GALV. STUCCO WRAP ` v OF CANTILEVER METAL DRIP EDGE WRB LAYER "2 (FORtIFIBER ATICO AM66-WFWC-TSSD ■ 4' I 2 ; POSITIVE DRAIN areEEn - -- CANTILEVER DRIP 1�j'XI X'P.r. oR SIMWA.ATED WOOD ) FILLER, SET IN PULL BED OF SEALANT,IS'MIN BUILDINCz PAPER) CUSTOM CASING BEAD EDGE CONTIMAOUS SPACE FROM DRIP Yi GAP POR SEALANT �, AM TO TREX BEAD METAL LATH X—X—X—x NO GAP IN FIELD OPT' BACKER ROD' WATER PROOFING 1st (SHOWN FOR CLARIFICATION OF 3' X 3' 26 GA GALV MODIFIED 9O LAYER (2 LAYER PEEL N 71 SEPARATE ACCESSORIES ONLY) FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL N STICK) 3/4 RESILIENT STICK) WRAPPED FROM STUCCO CASING BEAD GET IN FULL BED OF SEALANT, A' MIN. HAT CHANNEL CASING BEAD BALCONY DECK TO CANTILEVER DTL C NT STICK L t SPACE FROM DRIP STICK •DRIP vNYL �' THICK, 3 GOAT CEMENT WOOD OR 1/16' ZIP WALL �TJ%i.T.T.TTJT/j I! C MIN � Q t] 7o��WQb�I1Nm loll, 1 O A ��®1 1�•.A®• TO FACE TO TREX PLASTER SHEATHINC3 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTUREO N PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — X,' GAP FOR BACKER FINISH ROD 1 SEALANT 4'POSITIVE DRAIN NOTE: WOO Yi P.T. OR 81MWLATED P THICK, 9 COAT CEMENT WEEP SCREED METAL LATH: LATH TO BE PER SEECTION CONTINUOUSx) FILLER VINYL CAGp,�G DEAD PLASTER Rim3."1.1 / ASTM C - 84-1-14a , MIN. 2.5 LBS. WATER (2 LAYER Mt 1 WEATHER RESISTIVE VINYL CORNER BEAD SEPARATE FOR CLARIFICATION of w LAYER (7 LAYER PEEL N , �: BARRIER h VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) IW PER SQ. YARD (UTILITY OR NOMINAL BALL NYDE K FROM BIER RESISTIVE BALCONY DECK TO CANTILEVER :S'iwd� BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) 61MEL4STICK . DECK MEMBRANE, 11C EDGE INSTALLATION ® COLUMN = DRIP EDGE TO DEGC an MOOR EXTEND OVER DRP (W/" L FLAS HINGE WOOD CONSTRUCTION ® 3' x 3' 26 GA GALV SCALE= NTS WOOD SHEATHING METAL DRIP EDGE SET IN RILL BED OF WEATHER RESISTIVE Iii.xi )1'i P.T.OR 81MULATE 6FALA1T,JP MIN. WRB LAYER 9, r. 5 BARRIER 9 ROOD (TREX) FILLER FACE SPACEMP0M DRIP3/4 RESILIENT WEATHER RESISTIVE COVTIIJUDW VINYL TO TREX BEAD 2x FRAMING MEMBER STUCCO WRAP r -' HAT CHANNEL ILBAIMER 62 Yi GAP FOR BACKE ' VINYL CASING BEAD RCS N SEALANT LAYER PROOFING E TER WRB LAYER •2, TIMBER WOOD SHEATHING PIN18H LAYER 1. LAYER LAYER 11 LAYER PEEL N �A8CK 3 COAT CEMENT +# i' THICK, 3 COAT CEMENT PEEL 1 STICK) STICK) WRAPPED FROM j PLASTER 314 RESILIENT CANTILEVER D CK TO 2 1/2. � Qabza =A BUILDING PAPER HAT CHANNEL FASTENED TO SHEATHING ! WRB LAYER 01, SAS' TYPE 'X' DRYWALL METAL LATH PLASTER THICK, 9 COAT CEI'RNT • T' Or- MAX. STUCCO WRAP .:i _ 1 W/TEXTURED N PAINTED METAL LATH FINISH WOOD SHEATHING METAL LATH S i - 6)S' TYPE 'X• WOOD "ATHIIG DRYWALL .+.WRB LAYER -1, i' THICK, 3 COAT CEMENT (2) 2x12 HEADER uNExtuRED t PANTED LEATHER RESISTIVE S P THICK, 3 COAT CEMENT �! - I WRB LAYER 62, FORTIFIBER PLASTER STUCCO WRAP r I 1 BARRIER � PLASTER BUILDING PAPER FINISH WEATHER RESISTIVE 3 COAT CEMENT J• THICWOOD SHEATHING- I KL DARRIER ib 'SELF -ADHERING ' METAL LATH 4' POSITIVE DRAIN PLASTER 4' POSITIVE DRAM VINYL CORNER} AD nECP y.RERn nR_, u�emmn METAL LATH FLASHING —_ SCREED VINYL CORNF_R BEAD — —__ . 'L �'I& BEAD NO GAP N FIELD WRB LAYER 4, FORTIFIBER "I (EXPLODED J' THICK 3 GOAT CEMENT � VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF BUILDING PAPER EW FOR PLASTER (SHOLLN FOR CLARIFICATION OF SEPARATE ACCE850RIE8 ONLY) '.'� CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP DRIP CAP DRIP EDGE 11 EDGE INSTALLATION 14A CORNER BEAD ® FRAME � 11D INSTALLATION WINDOW FLANGE R WOOD CONbTUCITON TUG WRAP R jjI ` t 2 1/2" ' WEATHER RESISTIVE ' BARRIER 9 CORNER BEAD WRB LAYER 02, FORTIFIBER SUNDIV. a Lam ABBOTT PARK LOT #4 BLK. #9 rmizcT# 4181.000-04091 I[OD=- 4EBB "1828-CALI" GARAOZ+s OTf MG: LEFT I•AGM WALL ASSEMBLY DETAILS 160 JRH EN& C WEATHER RESISTIVE (FASTENER 4 SPACING A 1' O.C.) BUILDING PAPER _ BARRIER 2 ■ ■ METAL LATH ING BEAD VINYL CAS ■ )f i i' THICK, 3 COAT CEMENT tv i t PLASTER a' THICK, 3 COAT CEMENT ■ 5/8, TYPE •X' DRYWALL METAL LATH PLASTER i W/TEXTURED N PAINTED WOOD BATHING 6'SELF-ADHERING i 01 FINISH i' THICK, 3 COAT CEMENT HEADERMEAM CMU FLASHING ■ I PLASTER' VINYL CORP.4' I/2' THICK, 2 GOAT CEMENT DRIP CAP � NO VINYL CORNER BEAD PLASTER APPLIED WEEPPOSITIVE __ DIRECTLY TO MASONRY VINYL CASING BEAD NO WINDOW FLANGE A5/05/21 GAP IN FIELD DA'lTX- (SHOWN FOR CLARIFICATION OF OCAXJk 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD ® BLOCK 15B CASING BEAD ® WINDOW imcm @D-EIP EDGE INSTALLATION ( FRAME, NO BAND) s WA3 Y: GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHMCs cA61NG DEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH WRB LAYER 01,• STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 02, FORTIFIBER WOOD SHEATHING BUILDING PAPER SIDING UK= SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP METAL LATH 3 COAT CEMENT WRB LAYER 02, FORTIF15ER STUCCO WRAP WRB LAYER P PLASTER BUILDING PAPER sTucco WRAP 6'SELF-ADHERING ' METAL LATH CASING BEAD FLASHING THICK, 3 COAT CEMENT FL SWIW_% OR FEEL a STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASING BEAD DRIP CAP 18 (CROSS SECTION) WINDOW FLANGE WRIB STUCCO YWRAP VINYL ANGLED `WOCO BEYOND BEAD WOM 6NEATWM WRB LAYER $2, FORTIF15ER BARRIER �e16nvE BUILD\ PAPER MAT1ERW616TIVE METAL LATH .�j; ' x T YI6EveA eIDMG / / / I \ W eeWERM PLASTER BARRIER COAT CEMENT ;w '}. RAx+I� s 3 FOR RE61eTNE ' erARrcR STRIP/ \\ �\ IBARRIER �¢e16r1vE 6'SELF-ADHERING �� \ FLASHING GALV'D FETAL DRIP CAP GALV*D METAL 'r PLA&4W. Z'FLASNMG gp4h;Lfimt� OR WINDOW FLANGE CASING BEAD @) WINDOW (15C ( FRAME, W/BAND) METAL LATH I ' XTRIM v orl"TED,MEMBER CAONS I \ ?E / UX`'Tnal'1 FENDER I \ 1 ' • / OR PRROVED APPT W- C 4AM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER e�� SON BUILDING PAPER i WRB LAYER 01, WOOD 6NEATNM6 YEATil1! REDlenve , J' THIC K, 3 COAT CEMENT ; STUCCO WRAP PLASTER , WEATHER 1�616T1vE BARFUNR 12 WRB LAYER 02, FORTIFIBER :I L °1D VINYL ANGLED i BUILDING PAPER Rrc+G I\ CASING BEAD \ METAL LATH VINYL CASING BEAD rJ' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER —' CLARITY) GALvDM ��' .I 6�n� 1 X 6. TRIMI F C�! =M `� E-Z DEAD VMYL CAWa «ER �E Prc CASING BEAD (PRAISED W &EL - ° \ BAND (FRAME) 7�'7�N`�� y_ G!FlNT' f'MAM 17A uE�t � �erorlvE W ATiNR RE616T1VE BAawER I LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER s2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — d' THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH 17 WINDOW FRAME ,( WRB LAYER "Z, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (Wl%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING SWOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANTS . TO WINDOW METAL LATH HNIFIBER BUILDING FRAME ODSHEATHING `LA6°�Nx+�AD`RRMG ; — UNATFER RE61eTIVE I ;-�►s- +.•, •. •-.. BARRIER TO LAP IiY6 6' MK ABOVE TOP 1 of W FLA6NM9 i � 1 �,WATFER RE616TIVIEDARM i RE"TME i WRIS LAYER ,•�. BARRIER I stucco WRAP d�� I 6' WIDE PEEL 4 STICK OVER FLANGE lasift WINDOW FLANGE E-Z BEAD VINYL CASING I 2X FRAMING lW/gib' FLEXIBLE PVC BACKER R< �R MEMBER -APPLY FULL BED OF SEALANT BETWEEN 004 FLANGE 4 BUILDING WRAP BUILDING M AEALANT WRAP WEAn IR REVOTIVE BARR (ww FLEXIBLE PVG BACKER ROD) SIDING TO STUCCO \-4EATHERRE91eTIVE ® FRAME TO FRAME BARRIER a 19 TRANSITION EZ BEAD WINDOW L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 A M a m �o IA umrBBOTT PARK LOT #4 BLK. #9 ROJECT#1 04181.0 - 409 xoaEsA 4EBB "1828-CALF" GARAGE OMMO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 H EXP. C 1 mm aP � 6/05/21 CASING NICALM 1/4"=1'-0" WA4 00 SE TAKEN IN REERNG THE VEMPROPERLY I', e' AND IG' ALIGNED. VEM RPE 139ENED IF URIIIED. NAIL N RACE SHONN IN f OALVPNRED USING D 015 NAILS AT EACH CORNER. EDGE NG Mt THE SHOULD SE APPLIED M NA SHINGLE EDGES NUR THE IXITER EDGE AND AROUND TI! ENTRE PERIMETER AS ENI S 0003EN OPE NING ENING IN TIE ROOF RECOMMENDED INSEVERE NKATIffR COASTAL SNUTING. SITE THE - OPENING SJ ACCORDANCE N1TI TE CONSIRUCTON Z0IE3. D. SIZE INTHEEVEMANECHANCAL VE WTH 13 USED, SIZE TIE VENT OPENING N ACCORDANCE 4NTI VENT FAN M.ANUFACTJRE'S RRNO CONNECTION INSTRucnoru. W NOT CUT INTO TTUSSES OR RAPIERS YAiEN CUTTING TIE F�OPENNG IN T£ROOF. �� �1I' IRMVVL INiERFEPoNG SWINDLE NAILS AROUND TlE VENT U" TM 7NO TWIT TNENNLNG sum OF THE VEM UYS RAT TO TR: ROOF SHUTIINO. SLIDE HE TOP AND S. FLANGES OF TiE VENT UP I SUWEA TO SWNGLES. ATHE SHIEBOTTOM VEMFUNGES TO UY ON 'RE TOP OF THE 9HINDLE3. FFF ROOF HOOD VENT DETAIL EI NT& TEMPORARILY FOLD -UP ( bac" OUT HOIMBIASAP TEMPORARILY FOLD -UP ( bac" OUT HOIMBIASAP HOYSElR4P (om TUCK RAP acm AT A' ANSLE atHEAD MODIFIED -1' OR T N HOwLWIRAP LINE uapODYINDQU FOLD wousu~ N AT JAMES , IL& WD STUD WALL STEP I ExRtp PSILL N M I' BELOW GILL \J/\ FLEXIBLE FLAOMM DO NOT SSAL BOTTOM FIN STEP 6 SLOPE GILL RO. TO EXTERIOR STEP 2 RPE AND OVER RANGE ALIEN FLASNNS YF INT. RPM OF SILL no. MCG ANIC.ALLY FASTW FAISEO EDSES.(CAP NAILS, STAPLES) INSTALL OUPONT R.e7G1Al4P AS TH R ASNNS AT THE Q PLUMBING VENT DETAILS NTS IMPLY %, IF SCALM AMBS AN[ PIRLY To INDOW NA LAM N RE•PLNG IONS on "TALL S' WIDE AONS" - OAGcID KXXM E FLMHNS MATEIIIAL OVER DRIP CAP JOINT fMROTE=0.41FAP BT-3WR. a Raw) STEP 8 "`� WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS FASTNEAS THIN MFASTNEMIN VALLEY NIVRUNCK PROM VALLEY ClNTERUNE ROOF VALLEY DETAIL APPLY OW 14U (O EGuA') SEALANT . FLUID APPLIED FLASHNS(LANCO WHITE -SEAL M."OR EGLRLA SLOPE SILL TO ex WIM L IT I& THE CONTACTORS M6F-C NGIBILTY TO VERIFY 11E COMPATHIMIrY OF ALL PRODUCTS 14CLWM HO4SeUASAr. SEALANTS A SELF-ADFERNS M.AGI(NS MATERIALS USED OURNOI CONSTRUCTION. . SETALL ALL MATERIALS PER MANIIFACTIMId WF TTEN SPISCIF"TIONS SEALANT& MAY REACT ADVERSELY IF NOT ATELE. LEAN AND SEAL JAMB TO BILL JONTS WITH DOW IM FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK FAIR SCHEME SHOLLN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER MTRJBION DELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT NOTE, L IT R THE CONTACTORS RESPGN&IEWLTT TO VERIFY THE COMPATEIL.ITY OF ALL FAODUCM NCLIpIJB I EALAMS A SELF-ADFERNS PLA W14M MATERIALS USED OURNS CON&TIMICTIOH. 1. FLAGI(NS AT EXTEROR WMOORE Alp DOOR ORM04M SHALL EE INSTALLED N ACCORDANCE WITH MAMPACTUM" INSTALLATION NSTAUCTIONS AND APMOVED METHOD U OF FBC R703A U N ACCORDANCE WITH FENESTRATION rtAb FAGTUIY'R'S INSTALLATION AND FLASHNS "TRUCTIONS. ` WSR!!lMu.SEALANM MAY MALT ADVERSELY IF 1 COFTATId.E. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALEINT& I 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774407E www.abdogigngroup.com AA IS: 0003325 U a aD m sosniv. ae LOTS ABBOTT PARK LOT #4 BLK. #9 IPMJMCT# 0 181.000-04091 mon"m 4EBB "1828-CALI" GARAGE t!VMG: LEFT PAGO WALL ASSEMBLY DETAILS 160 Wk EXP. C / -------------------------------- i------- \ 2x6 SUB-BANb W/I'x4' NOTCH /----.--___._..----.---------------- ✓ ! END, WRAPPED IN j PEEL t STICK METAL FASCIA WRAP �\\ 1 DRIP EDGE i _ '1/8' TEXTURED \ - I/8" I \\ - FINISH a WOOD 1 2x6 sue BAND 1/2' TEXTURED \ - FINISH a \ \ CMU / \ j METAL FASCIA WRAP Y8' FROM STUCCO, 1' FROM \\ \� ' a WOOD WALL \ - - \` EXTERIOR WALL (FRAME OR CMU) \ \ `\ NOTE: NOTCH FOR 2X(o \ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY ROOF DECK (BEYOND) \DRIP EDGE, I' OFF WALL NOT INTO STUCCO) FINISH •WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH .WOOD SHEATHING OR CMU .WRB LAYER'(, STUCCO WRAP (FRAME ONLY) -WR® LAYER'2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT \ 1 ' 1/8' TEXTURED FINISH `\ \ WOOD, 1/2' TEXTURED FINISH m CMU 2x6 SUB -BAND W/I'x4' NOTCH ,s * I END, WRAPPED IN PEEL t STICK ® ~ VA T OI N METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND WA'x4' NOTCH m END AL FASCIA WRAP FLAN ,4 DRIP EDGE EXTERIOR WALL (FRAME OR CMU) `� x x x x x/ SUB BAND DETAIL R WALL SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL t STICK -ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t�'x4' NOTCH a END, WRAPPED IN PEEL t STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY ml 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 J R �O a o sysaiv � LOT: ABBOTT PARK LOT #4 BLK. #9 PMJMT 0 181.00t 04091 MOD=, 4EBB "1828-CALI" GAJtAGX OWD90: LEFT PAGM WALL ASSEMBLY DETAILS 160 EXP. C r 5/05/21 1/4"=i'-0"A6 S 31-6" 36,_2" TOP OF "t SLAB _ 1 — — _ — FM-012 — — — — — FM-12X18 — 1.1 XI ` 1 1A N 4 4" CONC. SLAB N 1 NI Qr` \`` F-24X2V a 1 1,_0„ -31 2" - 10'-0" 10 \\\\ 1.1 \ EXTEND FM-12X,8 1 PVC SLAB 1 1/2" Ill CHASE 1A \ \ TOPF OF I A F SLAB N `�11 I \ I LL I L__-- TE1 — — d(—lAy , i 1 4,751/2 I 4" 7'-8" 2'-8" X-0" 5 „ I 4 IN ILL o 1� 1 I 1A SIM. EXTEND 1 2 1A SLAB, 112" .1 �---- 1 14 ,A .1 FM-12XIS °D I ri 4"CONC.1 w SLAB .I N ., I SIM. 51/?A 3,_5„ IS Iaia *3 to ; $-71/2" 1A 2 I o J 11 1 to 1 FMC- 12X18 FM-12X18 F CAM' a 1.1 1.1 FM.12X18 L 1A J 4 1. t.t 2'-8" 16'-0" 2'.8" T-10" 10'-2" 4•-4" 14'-0" 21'41" 39'-B" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +44'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.12IINDICATES #5 BAR, MINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX, SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. I REMARKS 616 W1.1.4 OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' - ( 8 FM-12x12 17, CONTINUOUS 17, (2) W. _ + 0"-1P FM-12x18 12, CONTINUOUS 18, - (2) #5's FM-16x18 16, CONTINUOUS 18" - ) s FMC-12x18 17' CONTINUOUS 18" - (2 s VARIES - 4x24 24" 24" s s (•)0"4" MAY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,8078 FAX: 407-774-4078 wwwsbdesigngroup.com AA #: 0003325 go oo all is is ,LyiS sunDIR A6 xwo ABBOTT PARK LOT #4 BLK• #9 P1t jmx7r 04 81.000-0409 MODEMA 4EBB "1828-CALI" GAP—W= BWDM: LEFT PAGO FOUNDATION PLAN 160 H AC 30" MIN. EACH WAY MONOLITHIC FOOTING Z }} g STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED rr�-'` - CELL SEE PLAN FOR SIZE AND Q li CELL SEE PLAN FOR SIZE AND 25Q I I. a— Q SPACING REQUIREMENTS SPACING REQUIREMENTS -r-!— e_ GARAGE DOOR w m U W 1 a RECESS U a Q - r FM iO tap i 8" CMU WALL O to 8" CMU WALL Z el ( , . CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH W W a U b r- 0'-0' ° -6. lif- J WAY AT ALL CHANGES IN DIRECTIONS LI,I U tp r_ ry.0• ' TOP OF SLAB I ...° j `"� SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB �y ° I I MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. PORCH SLAB 4" CHAMFER (1STORY) #3 16' L - VARI S SEE SLAB SCHEDULE TOP Of GARAGE EXT. PORCH SLAB I 4" a. �'- CONTINUOUS STEEL MONOLITHICUNITS FOOTING REINFORCEMENT SEE SCHEDULE MASONRY SET DLO. AT ELEV: �F W W/ 1/T ISOLATION ,• 6' CHAMFER (2STORY) #4 24•• CHAMFER (1STORY) W/ 1!2" ISOLATION l � eT 6" CHAMFER (2STORY) j > 0'-0"JOINT(WHERE APPLICABLE) z SEE SCHEDULE #5 30' JowT (WHERE EE SCHEDULE APPLICABLE) a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 3366' FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY wa AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 6DALE:34"=+'� GARAGE SCALE: CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3i4"=1'-6' (1) #5 REBAR VERTICALLY W/ CONIC. U POURED CELL Q :1 8" CMU !n LAP TOP PLATE A MIN. OF 48" 0 AND NAIL W/ 16tl COMMON a #4 REBAR 024" O.C. 0 CENTER OF NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT W � S SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN Z W w 2.4 OR Zx6 WOOD BEARING PROVIDE BLOCKING ;a O >p 5' O p ( WALL W/ SYP _1U I 7' CAPPED j N NEW REINF. BAR O n. No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE SECURED W/ 2- PART SPACING. SINGLE M. PLATE 11ZW" WEDGE ANCHOR W/7' WIFLANGE BASE ag EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH 8", LINO g4F PLAT£ EPDXY 5.1/2" EMBED, MIN. ® 16" OC ,. a• io iv - " Q O FOLLOW ALL MANF. SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. _ .. CONIC., REINF. W/ 4 I ¢Q I USE AND BTM AND TOP PLATE 6k6" #10 NNVM ON S N MIL POLY ETHYLENE SECURE FLANGE TO = m F- PREPARATION OF 10 ANCHORS AI S x 1 ALL COMMON NAILS FILL ALL 'U w VAPOR BARRIER ON V '-0" SLAB W/(4) 1/4" X 2 1/4" O HOLE. W N HOLES, DO NOT USE 10d W W < , WELL -COMPACTED _ < TAPCONS x 3" BEE SLAB SCHEDULE > CLEAN FILL TERMITE TREATMENT SHALL BE O O} Q- Q , BORA-CARE r _ QQ a SLAB(2) CONT. #4 REBAR4" CHAMFER (1STORY) 6' CHAMFER (2STORY)(2) #5 REBAR ON CHAIRSZD00PSF =AND VIRGINSOILOR95%17' MIN. DEPTH INTO ? ULE VIRGIN OR ENGINEERED SOIL > COMPACTED SOIL SLAB HEIGHT LESS THAN 3'S" U pER PLAN EXTERIOR MONO DEEP BOLLARD 6QALE: 3/4„=,'-0" ADDING BAR TO SIZE NTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=TAY' (W/ UPLIFT) FOOTING W/ BLOCK WALL SCALE: 3/4"=V-0' 1A SCALE 34"=1'-0" LAP TOP PLATE A MIN. OF 46' —may AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 214 OR 2.6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING WALL W! SYP No 2 STUDS SEE g BTMPLATE TO BE PT. . PROVIDE DBL TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE O SLAB Wl1 cI MASONRY BTM. PLATE TO BE PT. BT. PLATE TO PROVIDE DBL. TOP PLATE 0d MASONRY NAIL w NAILS, O/C STAGGERED, ADDITIONAL METAL AGGERED. AL METAL U CONNECTORS NOT ORS NOT W REQUIRED WHEN NO D WHEN NO ALR O 8" CMU WALL W UPLIFT IS PRESENT. PRESENT. ? +-0'-0' • LINTEL SEE SLAB SCHEDULE �' 8"CMUFILLED CEPOURED O. (TYPP)Ir .- TOP OP SLAB•r0•'0-0"B SCHEDULE ~ 2X WALL FRAMING TOP Of SLAB SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5" o' z MINIMUM EMBEDMENT INTO TOP OF SLAB � a • 1 "ISOLATED" COLUMN PAD GROUTED CELL, 4'FROM ENDS AND • !• CENTERED UNDER WALL AND to POURED MONOLITHICALLY WITH 16' O.C. VERTICALLY MAX a•y ' f • -- -�� FOUNDATION AND SLAB °� SEE SCHEDULE SEE SCHEDULE'_ FOR WXD, BAR SIZE EQ. EQ, EE SCHEDULE FOR WXD, BAR SIZE X AND BAR QUANTITY FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL 8 INTERIOR FOUNDATION WOOD WALL 9 SCALE:"""''� (NO UPLIFT) FOOTING AND COL. PAD 10 SCALE 3/4"=1'0' BLOCK WALL CONNECTION 11 SCALE: 3/4"=T-9' (NO UPLIFT) •1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 wwwaLdesign`roup.com AA #: 0003325 4 Eas Loa!T PARK #4 . #9 04 8 TO 04091 UODiSIJ. 4EBB "1828—CALI" OARA0IC OWDI 03 LEFT PAO& DETAILS 160 ^ E . C DPAATM 5/05/21 SCAM 1/4"=f-0" 81=w S1.1A DOWEL PLAN SCALE: 1/4" = P-0" d N. RONALD REAOAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003325 qX 0 0 i. 1 Lj >sLJHDI\t. !t Lfl1! ABBOTT PARK LOT #4 BLK. #9 PROJECT 04181.000-040 1 MCDW.a 4EBB "1828-CALL" OARAGM swam: LEFT PAO& DOWEL PLAN 160 MH E . C L "��� DATA 5/05/21 WCALM 1/4"=1'—O" sMIMM s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I L VARIES PER ELEV. #5 BARS CLEAN OUT REQUIRED FOR INSPECTION TIETERTICAL REBAR TOHORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIAL Z_ #3 18 g #4 24" U #6 3°" #6 36' #7 47' HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-lY' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS Z � STEEL REINFORCING IN GROUTED d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS W U Q W Z 8" CMU WALL TOP OF SLAB n - TOP OF SLAB \" SEE SLAB SCHEDULESEE SLAB SCHEDULE ? ce BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1-STORY) 03 18" '� U W/ 1/2' ISOLATION 8" CHAMFER (2STORY) JOINT (WHERE #4 24' APPLICABLE) Z_ - MATCH STEEL #5 30 REINFORCEMENT 8" PVC CHASE 36„ PER SCHEDULE SIP VC CHASE THRU FOOTING THRU FOOTING N MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING �Y 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.00m L AA M: 0003326 J 6 O y IC SVHDIV. At Ilo'h ABBOTT PARK LOT #4 BLK. #9 "T 04181.00- 04091 acoame 4EBB "1828-CALI" aARAOX 8VW0: LEFT PAd2h DETAILS 160 MPH E . 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 12" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W! 10d 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 (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 P8836, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4% FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A -TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 30DO 8x8 (1)#6 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L---------------A----------------------------------� 8F16 MIN-1T/0M/1B 17'-4" BTM. OF LINTEL (0 7'-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 114" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774.6078 FAX 407.774.4078 www.ebdeslgngroup.00m L AA #: 0003325 1 c kbk 6 b aumrv. ae Loan ABBOTT PARK LOT #4 BLK. #9 04 181iSm 04 91 xoam e; 4EBB "1828—CALI" GARAGE aWnMs LEFT PAII LIFT BEAM PLAN AND NOTES 160 MPH E . C VIA D 5/05/21 SCALE" 1/4"=1'-0" alms= s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=T-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. P5 F��O 0P� F = FILLED W/ GROUT U = UNFILLED M`a<Go $P16-1T/1 NOMIN Lam~ # OF #6'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/iM/D8 INDICATES A DOUBLE BOND BEAM AND XFXX-1TA1MMS INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .31 WINDOW C SILL Z SLOPE NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 60 THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. # OF #5'S, IN 2ND BOND BEAM COURSE 7/B # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYR � r BONDBE BOND BEAM 1#5 TYP. n116" BOND BEAM •�' �'r 8 �F 8X16 DBL. BOND TOP OP BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8.8 BOND BEAM TOP OF W/(1)#5 BAR .ti_ BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE WOFIBARB W MASONRY LENGTHLINTEL WIDTHOF ORENING-z' BEAM DESIGNATION OR 2 8x8 PRE -CAST CONCRETE SCALE: 3/4'=1'-(Y' LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rno , PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1!4") S' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.6 (MIN 2 X 3) 2-8/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") B' FROM EACH END AND 18" O.C. MAX. MIN 1-1l4" EMBEDMENT 2x8 (MIN2 X3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BILK EA END EMBEDMENT OSBSHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4" - V-0" SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL N I BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" MAY 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 C D suumv. !##14 ABBOTT LOT BLK.�r 04 1�00-0409 M ODMU 4EBB "1828-CALI" GARAGM sWDM: LEFT PROM DETAJ.C 160 MPH FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 1 Od 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 WTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 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 PLACINGA TRUSB PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST B" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" m V-0" MAY 1 N. RONALD REAGAN BI LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngrouP.com AA B: 0003325 b O I sumrv. 7mT"IIi ABBOTT PARK LOT #4 BLK. #9 PROJECT 04181.00t 040 1 uoaEtu 4EBB "1828-CALI" GARAGE OWWO: LEFT PAGES FRAMING PLAN 160 H EXF. C 712021 DllAM 5/05/21 MAIM 1/4"=1'-0" sxEET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 k' NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) lDd x 3 k NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 k' NAILS TO GIRDER tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. tx2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFAMALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", 6", 8" x V-a' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 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 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ BDALE 3 4 _,-0 _,-0GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4', 6'. 8" x 4'17' MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HD TO CMU AND (12) SOS j' x 2 j' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) j' x 5" TITEN HD TO CMU AND (18) SOS }" x ix2, 2x WOOD FASCIA W TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV. COMMON NAILS. (2) �' x 57ITEN HD TO CMU AND (18) SOS }'x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SCHEDULE 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.) 2a 2b 2c TYPICAL ROOF AL 4770" GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl/2 HDG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER ITT4 W/ 5/8" AB. WITH AIN, 7' EMBEDMENT TO SLAB & (18) 16d x 2x4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a. 1/2' GYP. WL BD. °a ,• n .4 n. ��GIRDER/WOOD POST CONNECTIONS " J %FLOOR TRUSS CONNECTION @ L.B.W. BCALE: 3/4" -0" (NO UPLIFT) NOTCH DEPTH 1/4•D q GE >5/8" HOLEMETER L. STUD OUTER 113OF SPAN ONLY HOLE EDGE >518" ol BTM.HOLE DIAMETER PLATE<35•D DBL. STUD STUD NOTCHING AND BORING LIMITS LIMITS V SCALE: 1 8'-0" MAX (W/1X4) R 10'-0" MAX (W/2X4)� # 1100 UPLIFT SIMPSON — HTSM20 WI1010d TO TRUSS AND (4) 1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 1 Od TO TRUSS AND (4)1/4" x 2114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=V-17' DIAGONAL .CHORD CING, SEE 4 FOR LOCATION NOT BE UIRED CHORD OF )D ROOF TRUSSES tx4 BTM. CHORD BRACING 64" O/C —END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10'4" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTVP. ,/� BTM. CHORD BRACING SCALE: 3l4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W1(3)12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 01-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3)'X' BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-O' O.C. (AT SHEATHING SEAMS) SECURE 21 PT. PLATE TO BLK W/ 10 DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX, SECURE GABLE TO 2x8 P.T. PLATE W/ 12de 8" O.C. MAX CONT, 2x4 SECURED W/ (2)10d'8 0 EACH TRUSS TO BE INSTALLED 0 10'-0" O,C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BDALE:3""=''-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"-V-0" 1 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 q r b o sumrv. d LOT. ABBOTT PARK LOT #4 BLK.�r #9 0 1'1000-04091 MOD= 4EBB "1828—CALI" GAMAaIC OWWO: LEFT PAO= DETAILS 160 H EXP. (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA 4 TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2.4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 0'-0" TO 30'-0' (1) "W BRACE 30'-l" TO 60'-0 (3)'0N BRACE PRE-ENG GABLE TRUSS (1)'7C BRACE Q CENTER (2)'1C BRACE DIVIDED EQUALLY STIFFBACK AT ALL — FROM CENTER TO END. UPRIGHTS OVER 4'-10" (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION PER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12ds MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN VTCR SPACING (1) AT EA AND 6'-0" O. PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS- 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's WO C. MAX PRE-ENG'O WOOD TRUSS (TYP) 0124" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED ® 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngmup.com AA 8: 0003326 J Y 7 �•Q+ ggaa; C yy D b b L.3 avaasv ee r,oa� ABBOTT PARK LOT #4 BLK. #9 PMJWT/: 041 .0 0-04 91 MOD=, 4EBB "1828—CALI" GAP—%Ga awngG: LEFT PAa=: DETAILS 160 JdPH EXP. C 1 aCAXM 1/4-=r-O- sklm= s3.1B aAaE-TENS I I s ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = SEIM PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY:"C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/J2" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19,37' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE IOd RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIAL TENSILE STR. SHANK ASTM 10d RING SHANK, 2 1/2' 0.131 F1667 S E SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 23/6' 0,113 F7667 SCREW SHANK PER INCH) RSRS-01 Ed RING SHANK PNEUMATIC 23/9' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/7' COX OR 7116" O.S.B. PLY W ITH SO RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: 1GO NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 1Od NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r IOd NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. .- TOP & BOTTOM EDGES .- a li - ROOF SHEATHING , I I .Mir.rl W.U. U BUILDING LENGTH r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 'SO S O.C. IF NO DROPPED GABLE END, ATTACH 2.4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE rn zW Z c7 O w tOd RING SHANK GUN NAILS z D SEE "ROOF SHEATHING ATTACHMENT' = ti �O TABLE FOR FIELD SPACING , Z 'a 0' 8 33°w L w #8 7' DECK SCREWS 06-8. O.C. MAXO EDGES & 17' O.C. MAX IN FIELD. UNTHREADED Y SHANK TO EXTEND BEYOND THICKNESS OF p00 SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT. SHEATHING ATTACHMENT GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND RISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331033M. MAXIMUM AGGREGATE SIZE SHALL BE NW. BY OT ERS WWD. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORMATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CKAMFERED3I4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSOMMUND MERE INDICATED ON CRIPPLERS, SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,D00 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES DISODIUM TION LWOOD ROBORATEL BEDTETTRAHE NDRAL TREAT FORMWORK: CO (DOT). FOR STRUCTURAL USE THAT SHALL BE ED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITIOWRECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE SYP 02, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING H , IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A106UA1084M, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOL) TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. HE 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 SHALL BE ASTM A815A815M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE 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 "BOB] LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psl 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 -PLATE -CONNECTED 20 pW TOP CHORD -npn-cpncurrent REVIEW. TYP. MIN LAPS SHALL BE A5 FOLLOWS: #4 BAR - 25" p8 BAR - 38" WOOD TRUSSES. 10 psi BTM CHORD-nonooncurrent #5 BAR 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990, 15 pef TOP CHORD 20 psf TOP CHORD (7 paf W ASPHALT SHINGLES) (10 PST W/ ND GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 pSf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 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 PST WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 P f 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 (NICE (FBC 020) EXPOSURE C, RISK CATEGORY IN INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMITED BIT LAYOUT, SPANS & ALL TRUSSI HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, 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 DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40W MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BETWO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL Y MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE TR GT M STRENGTH H OF 3000 P51 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 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI 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 PSI, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SWILL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SOIL FOR TERMITE PROTECTION, CELLS TO BE FILLED, FILL CMU CELLS SOUD WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING, SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR B X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE OEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS' 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M F - 36 kM FOR ANGLES PLATES AND - HA E . STRUCTURAL 1 Y A W S P S C RAL TUBING SHALL BE ASTM A500/A500M GRADER F =48NS STRUCTURAL HA ASTM - � Y E S LL BE S 53/A53M, GRADE B, TYPE E OR S, Fy - 2,500 P31 REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ka. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMT PROPOSED M%DE8IGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR TO Tiff ADDITION OF PLASTICIZER OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9UC94M OR MEASURING. MANG. TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMMEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH IFOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDAIR WEATHER 1.12MALL 'FORA6ANOSER 7' FOR 06 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, STIRRUPS FASTENER SCHEDULE WIND W AND DOOR BUCK F STENERS FASTEN R APPLIGTON SIZE T'PE BPPPNG REMARKS APPLI ON SIZE TYPE SPACING REMARKS Iva Pi Fl)RPolIG TO MASONRY/GONG. CASE HARDENED OPL NNLit?LONG. e•OC GNNGE DOOR BICA( TO MASONRYK%1E3C 1'— NO WASHER TM'CONMABOI$Y FASTENER 8'Ox: �/I'EMBED., <-Ela PST., f12"EDGE PST. ATEXT. 9GD L. DOO.R9 CAGE HARDENED AIL 9"OG WINDOWIDOOR/FASTENED OMAGE DOOR SUP( 6 gA.OR 1H"OIC (i8'PA) V-11ED., A"ENOP9T, 1x PT SEE NOTES -11tYY'LONG. STAGGER. INTO MASCNRYFONC. TO MASONRV/PINC. dA xtl WASHER FIIPANSIO.I BOLT Id•OIC (IIY DIIa 3"EDOE DST vMnoov.•awx vsE NAADENEDCPL a'oc W�NDowmoororASTENEo METAL STRAIT rG CONTACT THIS ENGINEER FOR SPACING 1v PT. SEE NOTES NP1L1 tn'LONG. STAGGERED INTOMA80NRY/CONC. MASONRY ICONC. REQUIREMENTS EXi. SYHNGOOOR RI IDIBOV. "TPPCPY 1T.II E0,6"EI•U. NON-EEARIN3wWD /r• EXPANe1CN <'EMBED. 1•ENO BIICKh Pi, BEE HOTTER NO WpBHER fABIiEP 18'OC pST.,it?EDGE PST. WALL TO COlL.9lAE W/WASHER BOti 3A"� PST., $'EDGE PBi. b Pf VlINOOWBUp( ,. .PA 3IIS" POC PEN.. PST.,I PTTOSTEELCOL., SEE IS, W/ ER 9TAf3GERED EOOE PST. KIM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR HE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS HE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325. J It aIa 6 fA umirv. a.LOT.BBOTT PARK LOT#4 BLK. #9 0 1810 �-0409 iiOD>aLC 4EBB "1828—CALI" GAIIII"M MWVMs LEFT PAGO DETAILS %160 MPH E . C 1 DAB 5/05/21 sCAXM 1/4"=1'- sN1 0" s>� • © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 7O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS I -e" MAX. O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT 1Q HEM AND IN VALLEYS STAPLES INSTALLED @ -� 12" O.C. MAX (INTO Q OWOOD) IN J-CHANNEL SLOT BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER 2-1/4" EMB. r-1X2 WOOD BATTEN EL v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR-, 2X2 WOOD BATTEN 10 10d NAIL AT EACH STAPLES INSTALLED 70 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #6X3" WOOD SCREW OR TAPPING SCREW, O STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J" MAX.--0I I -- DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITS 1 ® J-CHANNEL-/ TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'-----r, SPAN 'L SEE DETAIL'A'—� SOFFIT — SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD emlgm (NOTE:1) — OFFIT--"' SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 — . Q SOFFIT fINSTALLATION SCREW, J-CHANNEL BATTEN ATTCHMENT ® �„ FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO o—CONCRETE/CMUOR WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BOILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. U F-I MIL 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAK 407-7744078 www.abdesigngroup.com AA M: 0003326 iD rD IA UBDZV. Ac wTt BBOTT PARK LOT #4 BLK. #9 SWT 0418 .00t 04091 moDsm.1 4EBB "1828—CALI" GARAOM BWMWG: LEFT PAO3M SOFFIT DETAILS 160 MPH EXP. C W DP� 5/05/21 DCAM 1/4"=1'-0" sime= SDI t •