Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
7842 Sail Clover Ln
99 1828-4EBB-CAL199 _w HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 T4&1- (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FIAEIDA BURDW CODE, MMINTIAt, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION TTH EDMON (2020) -ALL LOCAL AND SPATE CODES A/C AD AIR CONDITIONING ADJUSTALTERNABLE LUM. �R LUMINOUS ABINET MEDICINEMAN 0 U26/IS CD'6 I881ED ARCHITECTURAL SHEET DESCRIPTION 0MfG 201 MC WVATE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B BD CL CAB CLG. BOARD GE CENTERLINE CABINET CEILING , NETT. mm. MIT N.T.S. MIMMUM MMETTALTTHRESHOLD MOUNTED SCALE PG Cl—COVER SHEET PG GN—GENERAL NOTES emra CD* RE -maw OMM SONG ELEVATIADDED ELEVATIONS ADM 03//6/0 CD* Re-IS8UE0 TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC WIND SPEED - Vult=180 MPH Vasd=124 MPH :EXPOSURE -EXPOSURE - C RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CLR. CONC. CPT C. D. DBL CLEAR CONCRETE CARPET CEHAMICTILE DRYER DOUBLE G.C. PL P.B. PH. PLT. PLYWll. ON CENTER oNCENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PG Al —FLOOR PLAN PG A2C—ELEVATIONS „C„ PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN 04 FOOTING RENSION PER M BOLES 0GmA8 CD*RE-ISSUED 02/" ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS) 02/YIAS PLAN MAINTENANCE AND SPATE CODES DNA. DIM. DISP. OF. DR DS DTL. D.W DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER , P. ET. R RAD, PA. G. REF. RM. R.O. S.C. PAIR PRESSURE TREATED RISER RADIUS RE' TURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR PG M1—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS 03/2M REVISED LNTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: �1 S r l • /��, /� rC1 Q. 1 CAW ►7 ��� ADDED ADDITIONAL RECEPTACLE N GARAGE PER RILL DATSON (MELBJ 0444A REVISED NVAC VOLLMES ON &27? CALC SCHEDULE (MELEU LIVNG 102884.FT. ObA2/I3 ADDED 'EXTERIOR MONO DEEP FOOTER•DETAIL WSLIA(ORL) ROLAND A. ABOUCHACRA AR No. 93723 GARAGE 4W Sa FT ENTRY 16 sa FT. LANAI W SCL FT TOTAL 2�62 SQ. FT. EA, ELEV. EQ EXIT F�IFX FG. EACH ELEVATION EQUAL EXHAUST FD{EpGIASS FUEL GAS S.D. S.H. SHT SHTHG. SIMR SL. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SLIDING PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS 064M ADDED LED LOWS • KITCR N 4 BATH PER MARK BODES OVIa118 ADDED STOKE OPTION ELEVATION C 4 D ITAf PA) 05AM ELEVATION 'b'SIDNG•ADDEDLOUVER *GABLE ROM � "9 ADDED OPT. e'•o CEILING NEKaHTS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: 407 774-4078 ( ) FL , FLUOR. FRG R, GA GAR. DIST. O.F.I. OL. GYP. BD. H.B. H.C. HDR. HOT. OR INT FFINISH LOOR FLUORESCENT GToox FRENCH GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHTTON INTERIOR STo L Sws TEMP TEX. T.O.C. T.O.P T.O.S. TYP U.N.O. V.P. W. Wp WDW. WT. SLIDING STANDALASS SHEAR WALL TEEMPERNEDGLASs THICK 'FOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WINDOW WWAR UGHF�TIRo WAB—WALL ASSEMBLY DETAILS °1J0�®'' ueP cONaEciORa wTH SIMP80N CONNECTORS �� �� �� �� DIMENSIONS 04AVMO OPT. 8'-0' CLG. NOT.- ADDED LED LIGHT N FOYER 04AVMO OPT. W-O' CLG. HOT. ELEVATION 'C'- REVISED HEIGHT OF ARC"Y 05/9*120 ADDED ELEvATIONB'L' 1 T1' (OR.) STRUCTURAL SHEET DESCRIPTION 01/040 ADDED ELEVATIONS'MG'-`MH'-`M5' (Oft) PG Sl—FOUNDATION PLAN PG S1.1A—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. 0141 2020 MC UPDATE 03/0341 ADDED SOFFIT DETAILS 006121 ADDED ELEVATIONS N' 4 'O' (ORL) 04R1R1 ADDED STONE OPTION ELEVATION Ya' (ELEOlR1E) 05/041 ADDED ELEVATIONS P' f 'o' (ORL) PG S2—LIFT BEAM PLAN AND NOTES 05/FYl1 ADDED DEN OPT. (TAMPA 4 FT MYERS) 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.lA—DETAILS PG S2.2A—SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS CLARIFICATION. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDl—SOFFIT DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE INSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Z sysDIV dk LOT ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODE . 4EBB "1828-CALI" GARAGE SVFMG: LEFT PAGE' COVER SHEET %160 MPH EXP. C sysDIV dk LOT ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODE . 4EBB "1828-CALI" GARAGE SVFMG: LEFT PAGE' COVER SHEET %160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (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. 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. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 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 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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 518 -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 CINCH GYPSUM BOARD OR EQUIVALENT. 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: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (fPI 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 ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION F ANY PLYWOOD SHEET HALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 0 0 S PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH''/V 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. 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 COUNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 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) d N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA e: 0003325 q dd c SVHDIV. Be OAT: ABBOTT PARK LOT #8 BLK. #9 PROJECT* 04181.000-08091 MODE7. 4EBB "1828-CALI" GARAGE ENVMG: LEFT PAGE: GENERAL NOTES 160 MPH E C 11 LL*j racur-a- DATE 81421 / / SCALE: 1/4"=1'-O" SHEET GN 39'-8' � o o I '11 � � o W 0 low MEmm 0 111' 11 E s o . .: 0 _ O V ■ ... 1, `. BOLLARD m AS .. ' m 0 PER 0 CODE GARAGE �\ 0 o mm m 'Ym 0 ::II' 11 I . JIl: —1119 I� ENMY= �oEGRESS _o_o oll�EB��llo���oI�EO�Io ol�Ello oll�Ol FLOOR PLAN SCALE: 1/4' . P-O' C DBL. TOP PLATE 0 in ABAR DETAIL SCALE:IR'•I'-0' SQ.FT. CALL. S LIVM 1028 SQ. FT. GARAGE 430 80. FT. ENTRY 16 $a FT. LANAI 88 SQ. FT. TOTAL 2,362 S61 FT. jj� B BF09IEFO/OR8»EWO0= 0PB11GB Sam >i01E IIO WH WID OID 13WM AIGTTFE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA BG.D. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 282/-31.5 12'xI2' SOFFIT 1 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = I1'-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. OOIIIRq. DATE OtfOtt2! HDR. DTL. 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 WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 11 N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M 0003326 G7 G7 S �u o _LLL j svaDly ae LOT: ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODEU 4EBB "1828-CALI" GARAGE SW/INO: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C N11' a AR 90 DATE: 6/14/21 SCALE: 1/4"=1'-0" SHEET Al ./-18'-4' BLOG. HGT.o FYPON LVI2X24 OR EQUIVALENT it SHINGLE ROOF LAP SIDING AS b SPECIFIED (TYP.) 4' FRIEZE BAND (TYP.) b' TRIM BOARD (TYP.) A C 8'-0' BR:s. W.T. ..- _ 8'-0' BRG. HGT. OPT. COACH 0' LIGHT I IVX&® DECORATIVE BHUTTERB OR SHUTTER 6 OR EGUI VALENT r io 4B 8 D c0 I E19 Tyr. 'b ;Q 4' RAISED BAND 0'-0' FIN. FLR - - -- - -- -- - ------ N. Fl-R 1 A-q 0'-0' FIN. OFF RIDGE T AREAOFATTIC = 2364 SO. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364/300 7.88 VENTILATIONAREA X SQ. INCHES PER FT.(144) = 1234.7250, IN. MIN. REQUIREDVENTILATION = .SX 1134.72 IN UPPER PORTION OF ATNC - 567.36 SO. IN, OFF RIOGEVENTIIATION AREA = 115 SQ. IN. FERVENT 567.36 /115 TOTAL# OF VENTS REQUIRED = 4,93357 TOTAL* OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PER]MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NOOVERHANGS INCLUDED j,8'-C' BRG. HGT. No WE U FRONT ELEVATION REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH SCALE: 1/4 I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE T OFF RIDGE T 1-2 b W-O' BRG. HGT. 0 F-11 m ADECO. DTL. SCALE: la • 1'-0' 0-0'FIN. s AO-0FLR LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. HGT.8'-0' BR I'-0' F-1 q�i 0'-0' FIND'-0' FIN. FLR� 0'-0' FIN.��- ----------------------------------------- --- - RIGHT ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH '-0' FIN. FLR d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 O SvB1 ae LOT ABBOTT PARK LOT #8 BLK. #9 PROJECT* 04181.000-08091 MODEL.• 4EBB "1828-CALI" GARAGE 8lfWG: LEFT PAGE: ELEVATIONS „C:I %160 MPH E . C 17 DA Ei 6/14/21 SCALE: 1/4"=1'-0" 9 MEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET >e AMP SHOE! ROLE 110V OUTLET nov OUTLET Cr OUfLlT tl1� TO SYIIT'CHI GPI IIOV CUTLET asurm SeRO ' NTERJr M(,TAM~W RlSSTANT TYPE) a@ 420V OUTLET (4) WINE CONNECTION fit- QIFI SxT. WATER-11CM OUTLET 600OU0 FAULT NTlIWEIPRR SWTCH SWTCH 3-WAY OMPL �4 SWTCH 4-WAY OPER Fo WALL MOUNTED LIONT CEILING LIWNT © LED CLO LIGHT ©vp LSD VAPOR PRCGT LOW @VP VAPOR PROOF Llaf4f @ RECESSED CAN evaNr. PAN I CRM PER Sri PT. YEW. PAN WhlawT Ian Pan sa PT. Y FlXiU IE (SPWL Her PLUORC T T'0-E''M ® II�E. [RELCESS11�T ED) AROUND • 4101 FLLbAEBClT'fl' I-ELe uRnP AROUND [SUIO FNTJ T N.IIOREBCENT 4' FLUORESCENT p .•ir A it A - A W TRACK LIOHT 0 PANEL METER O S.D. IMola D—ToR niTT e4ac.Ir YE.HSEmEs WALL VIaINTED EAM. RAIX-IY 1 1 E10 w DETECTOR Ks. ® S/�.O °A1 SM FKiQ DETECTOR �� Nra GONiCitD MALL SE A DISTANCE OF NOT LESS THEN 4' PPON WALL PEDANT LOW l� NATUVAL OAS . TELEPNOE JACK uN WATER ME AnR i1NYT_mE-E7 LOE0 Dlsr.OtECT , AR CONDITIOSNO SEE AW CH DUCUJ'S;cT FE TELEVISON JACK Clm SOX —Pommw OJ-eDx TO OE SUPPORTED N *AlADC014IDCE "' eDx nARaD ONCH POR CEILNO SOX REaUI To WE &Am-Cww N CEILM FAN LIN ACCORDANCE W/ eOX ML4R® AS SUCH MR 24' RICAIOESCE/T LOW STRIP Annnoa 36' NCMO!°CBR LIaHi STRIP nnno Y, MICdt LtlNT STRIP FLOOD LENT OPT. SSCIRITT KEYPAD HE PAL PSI-SUTTON POR CHINES USB FORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TO BE VERPIED ° HOMEOUNER PRO -CONSTRUCTION MEeTIM& • ALL B 4 20 AMP BRANCH CIRCUITS TO ISE ARC PAULT PROTECTED PER ELECTRICAL PROVISIONS OF I' m EDITION 4 NEC ]RY • IR IT. DEDICATED LAUNDRY CIRCUIT, 20 DEDICATED W - 16 • Oil • ISLAND (NOT ON CIRCUIT) CT TO I • TO LOCKOUT M PANEL ER DISCONEXHAUST • A TI E)OWST PAN 10 NAVE MN. CAPACITY CP MATHRO PAN be Opm I SO CRM INTEIUT111TB4T PER ELECTRICAL PROVISIONS OF SECTION MOOT! PEICR MTN EDITION [Od101 • LAUNDRY ROOM RECEPTACLE SHALL GPtG►C FAULT CIRWIT-NTERl1FRER PROTECTION FOR PERSCNi2 ON:FEDENS • WRING METMOD STALL BE MON METALLIC CAME PER ELECTRICAL PISOVI wma OP BOGR TTH ED (2MA • ALL UIOIIK TO C0MN.Y WTN ELECTRICAL PROVISIONS OF THE FECR TTH ED (20201 EMERMY "Pr- Tym PER EFFICIENCY) ]d10. TN EDITIO4 R4041 BDRM.#1 PRE -WIRED \\ CLG PAN \ IBATKJAI I I / WI•C• I VP —3:� ___ LAUN• ------ a! GPI ---- BDRM %94 / I � PRE -WIRED (� II CLG FAN GFI O 44.1. B. FOR GARAGE / DOOR / BOLLAF— I RD / AS R-- — • PER BLDG. L— — — BLDG. CODE / / / WALL MOUNTED LIGHT W15WITC4 IN j ATTIC / GPI / . CLG. )..( METER OUTLET KEYLESS FIELD FIXTURE VERIFY IL LOC' IRRIGATION FOYER OUTLET E 4B' APF. ' GFI GARAGE -� LIVING ROOM PIQE-WIRED CLG FAN C\ \ 1 1 I I I I TIC / .-----1 ITCH IN CABINET —�`---------------T \ NILGFI L — L GFI ® \\ i1—F 'LET 1 DW SINK \ e Dw C HIE EADL I RANGE / \ GFI O._ 0 GFI OPT.--------------------'—'�� COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-0' LANA CEILING 'I�-WIRED` MTD. LIGHT BE CLG FAN , IN INSTALLED, / J UP J-BOXPROVIDFOR I OPT. FAN DINING s ROOM HOOD WIRE W/ OUTLET FOR FUTURE MICRO BDRM.# / F'RE-WILD / CLG PAN I I I L I I I I e I I I i LED LIGHTING @ DOUBLE LAV. BATH -1 \\ BDRM.j \\ �, 150 AMP ELECTRICAL RISER NOT To Scu.e. E C ' J A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL PRE -WIRED COMPLY WTM ELECTRICAL PROVISIONS OF T14E PIaCR TTH CLG FAN EDITION r]0o01 LOCAL CODES, AND ALL LOCAL POUEII COMPANY RECUIREMENTS. Y D. ALL CONDUCTORS STALL ME TYM 1WN/TMIN UNLESS riA NOVO OTHERUISe. POMP!: COMPA TRANSFORMER PROVIDE DO AMP. 0"40 VOLT, I PHASE EECONDARK ELECTRICAL SERVICE. FROVIDE 3 -1 COPPER [au IN 1-I!2" VIA SCM00" N PVC CONDUIT OR PROVIDE 3 4/0 ALUMINIM (AL) N ]" CIA SOEDU.E EO PVC CCMDUIT UNLESS SERVICE IS FRONDED BY the ELECTRIC CO•PANY. COORDINATE WITH THE ELECTRIC COTIPANY PRIOR TO END. i I i LED LIGHTING @ SINGLE LAV. BATH -1 PROVIDE W/o VAS AL, TH UN C40MDNATICN SERVICE Ee AMIP DSCOFN•ECT SWITCH AND DOR40 VOLT M ELECTRIC METER N I PHASE NETA 3R ENCLOSURE YLO PANEL ISOARP riLEFH CFE SERVICE CABLE TELEVIalOJJ ENTRANCE SERYIce SNTI[ANCC WIIR T EriUR'ma INTERSrSTEM BONDING TER'INAL AT LOW VOLTAGE COMECTIO'a 1 % CU SERVICE GPKXM C 24ECTED TO CONOLITE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE Peae MTN EDITION ro0'J01 Ole" VIA X S FT LONG COPPER CLAD GROUND FWD Alp- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Pi a � 61 �"i6 Ei S yt IC o SVBDIV. ds EAT: ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODEL' 4EBB "1828-CALI" GARAGE SIZING: LEFT PAGE: ELECTRICAL PLAN 160 MPH E . C NO 444� DAPS: 8/14/21 ISCALE: 1/4"=1•-0" SI3EET E1 OND PLUMBING PLAN SCALE, 114 • P-V' 2� 2' VTR � I \ 1/2' i .,O 1/2. \\ 1/2.. I \ I WC 3 I 2' LAY I Z. I I 2 2 SHIM it i KITCHEN 2• SINK W/ AUTO VENT irx V I Ilt��.- I 11/2��2�1 I '�' ..,h I PLUMBING RISER DIAGRAM TO JUN is • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 u Qy 2 srppa�� �Qy �5 !e h C 3VHDIV. do LAT ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODEL 4EBB "1828-CALI" GARAGE 8lFMG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY 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 FBC 1TH 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. 8, ALL EXHAUSTED BATH ROOMS, 614ALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL. 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 12020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: HVAC TO NAVE PROPER PANS W/ DRAINS >ALL ATTICCEILING EXTERIOR WALL PLENUM T 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3011.4 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 JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPT[/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LIKE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 4 CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRJ AIR GRILL SECURE STRAP TO CONS CONDENSER W/ l2)-3/16'X2' TAPCONS UNIT SIMF 5ON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) '8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CCND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (TYPN NEXT. GROUND CLEAN -OUT (TYPN ) e MECHANICAL PLAN SCALE. 114 • I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE PPE. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti W F 1e X O ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 1LODELc 4EBB "1828-CALI" GARAGE SVrMG: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C _ 17 2p2 D TE: 8/14/21 SCALE: 1/4"=1'-0" BHMET M1 g_��g_�_ 2X4 TOP PLATE - PE PLAN Y 7t PRE-FAB TRUSS 1/2' CLG. BOARD In - DRYWALL 7-i- SECURE ST. — MATE TO SLAB W/ Val MASONRY NAIL 6 32' O.C. MAX FIN. FLR. 2X4 WOOD STUDS 624' O.G. SLAB TIONS SUPPORTING HUNG PLUMBING ¢ES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE ib' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL ( NON—BRG. ) D1 SCALE: 3/4'.I'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENG, TRJ66 JJ MTL. DRIP EDGE J/ 2x FASCIA PER ELEVATIONS TYP. ON. VENTED SOFFIT f I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM M OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/6' OR 5 1/2' DRY1151E 3/6, TOP CHANNEL C25 GAJ IF!' DRYWALL 3 5/8' OR 5 3/8' ME 24' O.C. 20 GA MEINSTALLE RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUS/SHOWER 2S 3/6, BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA,.) SECURED tv TO BE SPACED 16' O.C. AT 2ND TO C 74C FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM WALLS W/ TILE FINISH PAF 4 TO SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. PURRING — STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. SO - WOOD BASE — 0'-m' FIN. FLR_ _ m. a. n W/ WINDOW OPENING N WOOD FLOOR W/ 1/4' WOOD SCREW —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS ( NON— BRG. ) D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160TIB.1. TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.Y-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 64 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. �x no rK LQi � Y � neEve.ow aAs Ltd �• au N' OIT.IL. 6D. anco sAte r2B1GAS LINE THRU BLOCK wdcA v. w•.f FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLRrL 8' CMU F1 :� Ai• 44�4:1 AWi�i�4�iTi1�?iT��4��;f °OM JAM PIM nmooucT oALv. StEEL AfTIWVAL RlO. DTRAM Y .{i FASTET® TO TRAGIC ■RAMT6 1w PRGDUOT APF9WVAL RC6 s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SECURED PER FASTENER SCHEDULE 71� STIFFBAGK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL, DRIP EDGE PRE-ENG WD. TRUSS 2x FASCIA PER AX. ELEVATIONS PER ELEVATION //// VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SM. SECURE PER PER ELEVATION FASTENER SG-IEDULE S/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4J INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. PURRING — STRIPS • 24' O.G. 1/2' GYP, WL. SO. - WOOD BASE — cm 0� 0 FM. FLR a ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-ib IN ACCORDANCE WITH FBCR 2020 d 4 1TH EDITION, SECTION R301.13 AND 160S.5.1. W/ WINDOW OPENING t-.-N TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'•I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA S: 0003325 % A Sulmm & Lo ABBOTT PARK LOT #8 BLK. #9 PROJECT* 04181.000-08091 MODEL 4EBB "1828—CALI" OARAGE awuvO: LEFT PAGE: DETAILS %160 MPH EXP. C 1 SCALE: 1/4"=1'-0- 8HEET D1 I 2X6 P.T. • CENTER OF DOOR HEADER SECURED 'V (1) VY X 6' J-COLT 'V 4' MK EMBEDMENT W/ 2' X 2' X V6' WASHER 8 NUT OR 1u/ (2)1/2' X 6' ANCHOR BOLTS W/ 2' X 2' X V6' WA"R 4 NUT O" m SECURE 2x4 TO OLK W/ 1/4' TAPCONS O" 1 14' EMBED. S' Or- 4- END DIST, 1 V1' EDGE DIST. R SIDES, 2X6 GARAGE DOOR BUCK SECURED WV (6) V2' X 6' J-BOLT OR ANCHOR GOLTS,'V 4' MN E"BEDMENT, W/ 2' Ic X 2- X V6' WASHER 4 NUT. (1) WITHIN 6' OF TOP, (U WITHIN 6' OF THE BTM, O" (3)EVENLY SPACED. R NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANFACTURER'6 INSTALLATION INSTRUCTIONS WHERE SUCH NSTRIIGTIONB AIRE MORE 6TRNf8)T GARAGE DOOR 1 BUCK ATTACHMENT lC4L4 N'•PT 6' cm IRE DRYWALL ❑ 1'X4' P.T.P.t. DOOR DOOR Ix4 P.T. OR b/4'X4' MIN. SECURE THRU FRAME EXTEND 1.1/4' INTONAILER BLOCK ICU 3/16' TAPCONS (MIN 6HANK SIZE J45 CASING MIN HEAD SIZE 300 MIN EMBEDMENT 1-1/4' WITHIN S' OF EACH END JAMS OR WINDOW 4 18' OC. MAX SPACW. ATTACH TO 2X PER MANFACTURES DETAILS, NOTE, 8HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" `J�NPOw TO BLOCK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK ICU 3AW TAPCONS (MIN SHANK SIZE .10 MIN HEAD 61ZE 390 MIN EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 IS' O.O. MAX SPACING 2X6, SECURE TO BLOCK WK2) 3/16' TAPOONS (MIN SHANK SIZE J4S MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') WITHIN 6' OF EACH END S. CMV 4 16' O.C. MAX SPACING. I/2' DRYWALL 2X5, ® ❑ I-X4- SECURE TO BLOCK P.T. NAILER WI(2) 3AW TAPOONS DOOR CARING (MIN SHANK SIZE J48 MIN HEAD SIZE JIM MIN EMBEDMENT I V4'I WITHIN 6' OF EACH END I A O.G MAX NGL &"� DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4.) DOOR JAMB TO BLOCK +1 1/2" /1w1NDOw TO BLOCK +1 1/2" O 2X4, SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J46 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 18' O.C. MAX SPACING. 2X6, cm SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 1/49 WITHIN 6' OP EACH END S' GI'111 A IS' O.O. MAX 6PACING 1/2' DRYWALL 2X6, SECURE TO BLOCK P W/(2) 3/I6' TAPCCNB P.T.T. NAILER (MIN. 814ANK SIZE J45 1/16' Oha X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT I V49 DOOR CASING WITHIN 6. OF EACH END ( N• oJ;. nAx 6PACMG DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/15" nwINDOw TO BLOCK +l 15/18" 2X4, 00 SECURE TO BLOCK W/ 3/I6' TAPCONS (MIN. SHANK SIZE 345 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WWTHIN S' OF EACH END 4 18' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3116E TAPCONS 3/16' TAPCCN MIN. 1-1/4' (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MM. HEAD SIZE 300 MEN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END S' cm 4 IV CO. MAX 6PACING VJ' DRYWALL 2X6. ® SECURE TO BLOCK WKI) 9116E TAPCONS P.T. NAILER (MIN. SHANK MEAD DOOR CAGING MN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END I IV O.C. MAX 6PAGRJG. DOOR! JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" �D�Ow TO BLOCK +2 1/4" 2X4. ® 2X4, ME SECURE TO BLOCK SECURE TO BLOCK W/ W/3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE J" MIN. SHARK SIZE J48 MIN HEAD SIZE 300 HEAD SIZE 'JOB MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH WITHIN 6' OF EACH END 4 IV DO. MAX ENO 4 IS' O.C. MAX SPACING. SPACING. 2X6. = 2X6, SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/I6' TAPC4" W/(2) I/4' TAPCONS (MIN. (MIN. SHANK SIZE .146 SHANK 61ZE J45 MIN. MIN HEAD SIZE -%M HEAD SIZE JIM MIN MIN. EMBEDMENT 1 1/4.1 EMBEDMENT 1 1/4.) WITHIN 6' OF EACH END S' CMIU WITHIN S' OF EACH END I I6' OL. MAX SPACNG. J IS' Or -MAX SPAC W- 1/!' DRYWALL 2X6, ® 2X6. SECURE TO BLOCK I'P.T. SECURE TO BLOCK W/(2) 3/16' TAPCONS NX4' AILER IUK2) V4' TAPCONS (MIN. SHANK 61ZE .146 DOOR CASING (MIN. SHANK 61ZE J46 MIN. DEAD SIZE 300 MIN. MEAD SIZE 'JOB MIN.EMBEDMENT 1 V41) MIN. EMBEDMENT 1 V4') WITHIN 6' OF EACH END WITHN 6' OF EACH END I IS' O.C. MAX ( IV Or- MAX G. SPACIN DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1,147 DOOR JAMB TO BLOCK +3" (�tDnLTn_._E1nrr i9^ 2X4, M SECURE TO BLOCK W/ 3/16' TAPCOU'D (MIN. SHANK SIZE.146 MIN. HEAD SIZE 340 MIN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 I6' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE I SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAFC0N MIN. 1-1/4' (MIN SHANK SIZE J48 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 6. CMU 18' O.C. MAX SPACING. - 1/2' DRYWALL 2X6, ® ❑ SECURE TO BLOCK W02) 3/16' TAPCONS (MIN. SHANK SIZE .146 MIN HEAD SIZE JIM MIN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 IV O.G MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 PX4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W1(2A2d WITHIN 6' OF EACH END 16' TO S' Or- MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" �Rn"ow Tn r2rncrc +s" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 S' OMU 1/2' DRYWALL P.4' P.T. NAILER 1/16' OSD. X 4' MIN. i- DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3 7/18" ��OII TO BLOCK +3 7/18" 2X4, BE SECURE TO BLOCK LLV 1/4' TAPCONS lMN. SHANK SIZE J48 MIN HEAD SIZE 300 MM. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 WY = MAX SPACING NOTE, STRUCTURAL 2X MUST BE 2X6, /EO ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 1/4' TAFC245 (MW1 3/16' TAPCON MIN. 1-1/4' SHANK SIZE .1,16 MM. EMBEDMENT INTO BLOCK HEAD SIZE 300 MIN EMBEDMENT 1 1149 WITHIN 6. OF EACH END 8, CPU 4 I6' OC. MAX SPACING 1/2' DRYWALL 2X8, 1=1 I'X4' SECURE TO BLOCK P.T. NAILER WA(2) V4' TAPCONS MIN SHANK SIZE.14D I' P.T. X 4' HM. MIN READ SIZE '" MIN EMBEDMENT 1 V4') DOOR CASING WITHIN 6,OF EACH END I is, oz. MAX 61-ACM DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" n wINDOw TO BLOCK +3 3/4" JUN Ii N. RONALD RFAGAN Bl LONGWOOD, FL 32750 PH: 407-774�6078 FAX: 407.774-4078 www.abdesigngroup.com AA S: 0003325 UU� W� x it IC C 9 SUHDIV. IEL I.OT: ABBOTT PARK LOT #8 BLK. #9 PJ20JECTp 04181.000-08091 moDEL' 4EBB "1828-CALI" GARAGE SIRING: LEFT PAGE: DETAILS 160 MPH EXP. C B2 NA 9_+/ D TINT 6/14/21 SCALE: 1/4"=1'— 0" SHEET D2 PREFORMED CONTROL JOINT — FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH r S' Or— MAX (VERT). NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W) W LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ----\ PASTENERS TO BE SPACED • T O.C. MAX VERTICALLY J, Twic 3 COAT CEMENT WRB LAYER -2, FORTPIBER BUILDING PAPER APPROVED METAL LATH FASTENED .T' (VERT.) O.C. MAX AT SUPPORTS UM LAYER -1, STUCCO ~ MOOD SHEATHING � av nea LATH 6NALL NOT TH OLkF JlOU6 r• TO c v To s• THROUCsHI CONITROL nR MN JOINTS BUT BHIALL BE 674PPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER A6TM CI063 PLACED FLAT MAX 6' TO S' FROM CONTROL JOINT WHEN CONTROL JOINT PALLS ON L FASTENERS FOR Lm LATH TO BE NAILS OR— STRUCTURAL ar STAPLES IN OOMPLIANCE W) A6TM CI063 2. WIRE TIES TO BE (NO, 0) 004T6' WIRE 3. BLOCKING SHOWN MAY BE N ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN I/I,IIIII �11� O"M" TYPE CONTROL JOINT OL ItlLD NgW . Pf. A OLI A NYWO. PR. A L CICAJE . Pr. B L acAeE . Pr. c ewNaLa own O L I'OI.D Nil FT. A L acAee . PT. S FOLD AM g. aerie . Pf. e L acAN . Pr. O A FOLO Pr. C OVeR R. 0 TILL PT.O TOUCH" Ill PLAenR *—.— MA)— FOLD, pQ EQLoft. THIGC !COAT CEMCNi PLANTER ASTER (C RAN• a OOAr DB•.(r PLASTER taw UM LAYER •2. FORTPISER BUILDING PAPER (FRAME Gin WIND LAYER'4 STUCCO ~(FOAM Gin S.LI. RAsHm C GUT PLA04M (OW NOML INSTALL Kk PLAJNNO AT BOTTOM OF ROOF s WALL wigm=Tk2M NCTE� APPROVED BUILDING WRAP .T REQUIRED TO SECURE SMALL BE LAPPED A MINIMIJ'I OF PIPE) WIRE TO FRAMM 6' a VERTICAL LAPS (ROLL UM LAYER al, ENDS) A 6' r HORIZONTAL LAPS. ALL SEAMS NEED TO BE LATH VERTICAL LAP TO BE P STIUCCO UJlAI• WITH FORTIBER 614EATHIN WRB LAYER 4, PORTIFIBER BUILDNG PAPER METAL LATH 6'.6' SELF -ADHERING MEMBRANE T�-, FLASHING OVER 4N4' SELF-ADHERNG FLASHING OVER APPICJVED HOUSE WRAP. �iC X X X I FLA6MING TO EXTEND ONTO PIPE 4'x4' 6WIP-ADHERING MEMBRANE X X _ _ _ _ FLASHING; OVER APPROVED �•- �X 1 � � � mom WFIAP. PLASHING TO EXTEND ONTO PIPE METAL LATH UM LAYER R, I j' TMICK 3 COAT CEMENT W CONT. BEAD OF SEALANT STUCCO WRAP PLASTER INMTALL APPROVED IIOU6EWIb1P AIR METAL LATIN LTRATI BARRIER OVER r• n r LM air I Oft LAYER -2, FORTIFIBER WRB LAYER •2, PORTIFIBER BUILDING PAPER ELA6TOMERC COATING OVER STUCCO) BUILDING PAPER WPM LAYER -1, C.V. FINISH (SEE TYP WALL SECTION) BTICCO WRAP wDDD SHEATHING SECTION ION Raw., YlD pbabr T poth. shall comply with the applicatlon shall —ply application requirement of ASTM C 928-18b. MM LATH LAP. A. I installation of anterior lathing and training ALL LAP shall comply with ASTM C 106319a, 2 Ap BCALEr I IR's l'-O' or ASTM 1787, 4'x4' SELF-ADHERM MEMBRANE FLASHING (COMPATIBLE W/ HOUSE VERTICAL LATH WRAP MATERIAL) OVER 4. HIQ16E WRAP. & PAPER DETAIL FLASHINAPPROVED G TO EXTEND ONTO PIPE WOOD 8TUD8 I' OR LE60 PIPE PENETRATION NOTE,BHEAT14M SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO BUILDING FRAMING MEMBERS. PAPER gin► THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00416-N. (121-MM) STUCCO )j' L -L— CUT AND OVERLAP ONE SIDE OF WIRE AT NTERVALS NOT a' LAP a PARR SELF -ADHERING MEMBRANE MORE THAN S' (226-MTMI PLASHING AS PER ASTM C1063. STEP 01 ® K I C KO U T , REPAIR OF TEARS HORIZONTAL LATH DETAIL IN UM LAYERS TEARRS MAY BE PATCHED & PAPER DETAIL 3,4 PIPE PENETRATION W44OUSE WRAP TAPE PER MANIF. SPEC. OR N.T.S. PEEL N STICK OR WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER R0OF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND 6N6'SELF-ADHERIN3 MEMBRANE F.AS14NG (COMPATIBLE W) HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRAE F.4614ING OVER APPROVED I4OU6E WRAP. PLASHING TO EXTENm ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER *2 CFORTIFIBER ...... — — BUILDINIG PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/161I ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103,11 / ASTM C-a4'1-14a, 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: 407-774-4078 www.abdesigngroup.00m AA N: 0003326 V C 2 BUHDIV. to LOT ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODEL 4EBB "1828-CALI" GARAGE 871117MG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 11 AA NO racaa. a 8 14 21 DATE: / / SCALE: 1/4"=1'-0" SHEET WA1 INSTALL i' SELFADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND- BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. BEOIIENGE OF FLASHIN3 TO BE: ' L BOTTOM. 2. 81DE8. 3. TOP X- VENT CAP 18 TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IB TO BE TOOLED 80 AS TO DEFLECT i WATER AWAY FROM JOINTS. �X= E-Z BEAD ALL AROUND VENT-APPLY SEALANT ALL yXy JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ys' CAULKING • JOINT ALL AROUND I PER SECTION R703. Ext9dor tathina and pestering BACKER ROD Exterior use of portland cement plaster shall comply with the application X. requirements of ASTM C 926-18b. K: Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' IRB X- I or ASTM 1787. WLAYER 9, 1 F" STUCCO WRAP ' -' rx.: HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORNFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME.) r SNEATHNGAYERO WRAPAYER 4,FORTIFIBER ING PAPER uooD CGNBTUCTION —METAL LATH e' Cm VINYL CASING DEAD W RAISED BAND X' To x' Mln_"_i oasis ar�eeen W UADE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLAaHNG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIF15ER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16, ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANLF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT A TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I i' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPE UNDER 'QUICK FLASI �AVENT PENETRATION 11 SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I �ELEG. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) 14— APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT PLASTER Ya' TO Ya' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAMEZ PROVIDE STUCCO SCRATCH COAT LAMER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO WR4 WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD ��—FNISHW Wow TURED coNarRfcnoN FASTEN TO WOOD STRUOTURAL MEMBER • V O.G MAX a' CI'Al u'av arxieslD`-WALL A 3 i; 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN .,, MASONRY BEFORE APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #3 S' WRB LAYER "I, STUCCO WRAP WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 62, FORTIF15ER BUILDING PAPER STEP #4 .0 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #6 (9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J m fA sysaivBBOTT PARK LOT #8 BLK. #9 PROJECT* 04181.000-08091 MODEL 4EBB "1828-CALI" GARAGE 87RMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EgLC 7 rsurr a 14 8 21 DATE: / / 8CAL.E: 1/4"=1'-0" 8HEET dV H2 fA sysaivBBOTT PARK LOT #8 BLK. #9 PROJECT* 04181.000-08091 MODEL 4EBB "1828-CALI" GARAGE 87RMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EgLC 7 rsurr a 14 8 21 DATE: / / 8CAL.E: 1/4"=1'-0" 8HEET dV H2 WOOD WOOD CONSTRUCTION IYs' HAT CHANNEL TYPE 'X' DRYWALL WOOD SHEATHING WRD LAYER 9, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER WRD LAYER 9, STUCCO WRAP AMICO AM66-W.RUC-IW CUSTOM CASING BEAD NO GAP INFIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10 A DTL. ® CANT. SCALE. EXT. WOOD FRAMEC WALL WR5 LAYER 'I, SU54 FLOOR DECKMG STUCCO WRAP WRB LAYER 42, FORTIFIDER PRE-ENG'D TIWSS BUILDING PAPER THICK, 3 COAT CEMENT WEATHER RESISTIVE BAIMER -1 PLASTER WEATHER RESISTIVE. 6' SAP. • TOP OF WEEP SCREED BARRIER 4 TO SHEATHING BEHIND WEEP SCREED J' THICK 3 COAT.CEMEM PLASTER 4' POSITIVE DRAM nceo ara 4 METAL LATH - - - - 9 WCOD BNFATHING— �6W SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED a• POSITIVEDRAIN- TO SHEATHING BELOW WEgp geAla�D Cp U1RS LAYER ry, L ` STUCCO WRAP (SHOWN FOR "1 SEPARATE AC ` WRD LAYER 12, FORTIFIBER m I BUILDING PAPER SELF-ADHEREING FLASHING WRAPPED • CORNER OF CANTILEVER 4' POSITIVE DRAIN 2 nleee areeen NOTE: METAL LATH: LATH TO 5E PER SECTION R'1031.1 / A5TM C-841-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER'? VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTUREO 4 PAINTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD nW4' POSITIVE DRAM eEP AreeEn VINYL CASING BEAD i NO GAP IN FIELD (SHORN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 D DRIP EDGE INSTALLATION WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 VINYL CASING DEAD >Z' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL 1 METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH THICK 3 COAT CEMENT HEADERBEAM PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION I V GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT — CRY WALL J' THICK 3 COAT CEMENT VINYL CASING BEAD . PLASTER vwL CASING BEAD WATER PROOFING let - LAYER C2 LAYER PEE I�� STICK) ONLY) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 4 BTIGV METAL DRIP EDGE SET IN FULL BED OF i' PEEL SEALANT,& MN STICK •DRIP FACET FROM DRIP EDGE i0 FACE TO TREX DECK Y♦' GAP FOR SACKER I NXI 'Ys' P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING 14t WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER h STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO .m.� An o BARRIER 7 CANTILEVER �^•• 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE EXTEND DRIP SUS FLOOR EOVER D ®® 3' X 3. 26 GA GALV. METAL DRIP EDGE - - BET IN FULL BED OF I 'XI Ys' P.T. OR SIMULATE SEALANT.YJ' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Yl GAP FOR SACKE VINYL CABMCs BEAD ROD 4 SEALANT WATER PROOFING Ist FNIS14 LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT i BALCONY DECK TO HAT CHANNEL CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE "A' DRYWALL ( WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RE61OTlYE FINISH BARRIER "1 WEATHER RE616TIVE J' ?HICK 3 COAT CEMENT BARRIER PLASTER VINYL C.ORdER BEAD 4 DRAM 4* POSITIVE D --- VINYL CASING BEAD pU0 GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION =LU'N SHEATHING WEATHER RESISTIVE BARRIER ry WEAhIEM RESISTIVE BARRIER -2 6' SAP. \ -PEEL 4 STI`CIC -I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA. GALV. METAL DRIP EDGE SET M FULL BED OF SEALANT, )f' MIN. SPACE FROM DRIP FACE TO TREX /- HEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN SHEATHING LEGEND SAP. \PEEL 4 STICK,,,6' 1)6'x3''L'FLABHING DRAINAGE PLANE (WR5 BUD FLOOR FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEAL'ANT•X'MIN. LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) Z® --• - -- I NXI N P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS SPACE FROM DRIP Yi GAP FOR SEALANT FACE TO TREX ;.. VINYL CASING BEAD METAL LATH X—X—X—X OPT. SACKER ROD. WATER PROOFING Ist MODIFIED SO LAYER (2 LAYER PEEL 4 STUC.CiO 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL CASING BEAD CANTILEVER J' THICK, 3 COAT CEMENT PLASTER WOOD OR -1/16, ZIP WALL SHEATHING 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED 4 WOOD BREATHING SELF-ADHESIVE FLASHING - - - - - FINISH J' THICK 3 COAT CEMENT '---4' POSITIVE DRAM WEEP SCREED PLASTER VINYL CORNER BEAD J / (SHONN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE,OO NT9 WD SHEATHING 2x FRAMING MEMBER J' THICK 3 COAT CEMENT PLASTER 21/2, f�F.�GEAQ FASTENED TO SHEATHING • 1' O.C. MAX. '• C y' UAM LAYER M, STUCCO WRAP ,= WOOD SHEATHING METAL LATH WR5 LAYER -2, FORTIFIDER BUILDING PAPER SPENER BEAD ® FRAME lk 2 1/2" 1k- COINER BEAD (FASTENER 4 SPACING tv l' O.G.) CMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 A�CORNER BEAD � BLOCK WR5 LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING— FLASHING , WINDOW FLANGE sTuccp, w WRD LAYS BUILDING METAL LA i' THICK, 9 PLASTER WSELF-L FLASHING DRIP C< WINDOW , 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) SHEATHING WR5 LAYER 01, STUCCO WRAP '1 WR5 LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com ` AA #: 0003325 >xxr R 5, 6 Summ a. I.OT ABBOTT PARK LOT #8 BLK. #9 P1tOJECT# 04181.000-08091 MODEIt 4EBB "1828-CALI" GARAGE STUNG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH E . C 11 AR rE D `: 6/14/21 SCALE: 1/4"=1'-0" SHEET WA3 YA GAP TYP PLASTER THICK 3 COAT CEMENT LEGEND WOOD SHEATHING GATO RIIMM� METAATH r IX TRIM MEMBER WRB LAYER +I, S STUCCO TO WRIS LAYER 12, FORTIFISER DRAINAGE PLANE (WRB STUCCO WRAP SIDING TRANSITION WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 02, FORTIF15ER F WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER i 1441 N. RONALD REAGAN BLVD. WRB LAYER 01, EiUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x LF:40077FF�a t78 WRB LAYER +I, WRB LAYER 9, STUCCO www.abdeslgngroup.com THICK 3 COAT CEMENT WRB LAYER 02, FORTIF15ER STUCCO WRAP ST�O WRAP AA#:0003325 PLASTER ! BUILDING PAPERso — WOOD OR 1116' ZIP WALL 6'sELF-ADHERING , METAL LATH CASING BEAD SHEATHING FLASHING 77 THICK, 3 COAT CEMENT \—\w�IELF-ADWEREINC-s SELF-ADHESIVE FLASHING — — — — VINYL ANGLED '�-�fEXPLODED ids FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO �'�•� CASING BEAD---------------------------------------------------------------- - - -- 18 ,; ..---------- - - - - ---------------- DRIP GAP �• (CROSS SECTION) �' THICK, 3 COAT CEMENT SEALANT PLASTER WINDOW FLANGE WRB LAYER h, j ' METAL LATH STUCCO WRAP i VINYL ANGLED + BEYONDI 1 WOOD CONSTMIXTION CASING BEAD 'p WOOD SHIeATHWNG I I i WEATHER RESISTIVE WRBLAYER'2,FORTIFIBER BARRIER-1 BUILDING PAPER uWIAT4IERRE818TIVE '\ i WINDOW FRAME ,( i BARRIERa ��/ \ I / _ WRB LAYER 02, FORTIF15ER 1 METAL LATH x T 1 LAP IJG \ �• SELF-ADNERMG �. a� REVYEAL 81D; BUILDING PAPER ' -3 NOR a y 0 FLABNWJG d' THICK 3 COAT CEMENT 6'+ SELRWJG F-ADHEI a ' . rLAeHING WEATHER RESISTIVE ; E-Z BEAD AN CASING 1 PLASTER SARIRIER -1 , I (Wl%' FLEXIBLE PVC BACKER ROD) ' STARTER STRIP WEATHER RESISTIVE , , 6'SELF-ADHERING ,J \ �\ BARRIER 4 i I FLASHING !+ : I I y SELF-ADHERMG �� , I _ i FLASHING 1 I __ ,....;1: - GALV'D METAL I •Z' 0.Ab11VG Z• FLASHING x DRIP CAP ; WRAPPED AROUND FRAMINCsPMEMBER W I TRBM�MEM ER O WINDOW FLANGE I 1 ' / \ I 6' SELF ADHESIVE FLASHING I = w CASING BEAD @) WINDOW TRIM MEMBER { WOOD SHEATHING (FRAME, W/BAND) �\ CAPWCALLIQJG 2XFRAMING 15C ti °�°1110°°�"�"�T MEMBER DETAIL BELOW EXPLODED SIDING To sTucco FOR CLARITY BLOCK TO FRAME -------------------------------------------- ----------------------------------------------------= 19 TRANSITION - Y4' GAP TYP THICK, 3 COAT CEMENT % CASING BEAD PLASTER WOOD SHEATHING NOTE: SEALANT To WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION 1 R'103.11 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I ; WRB LAYER 02, FORTIF15ER BUILDING PAPER ; WRB LAYER h, STUCCO WRAP WOOD SHEATHING WINDOW FRAME ; WOOD SHEATHING LAYER +2, FORTIFIBER -i ° rRucT10N WOOWRB s 9ELF-ADHERING I 1 BUILDING PARR WRB LAYER *I, WOOD ewEATHIJG I FLAWW . i i THICK 3 COAT CEMENT ; STUCCO WRAP WEATHER RE8ISTIV! 1Z i �/ \\ WEATHER RESISTIVE BARRIER*MKABOVVEE I I ' I PLASTER , WEATHER RESISTIVE � / TLC I BARRIER i OF z• PLABNIJG ' WRB LAYER 02, FORTIF15ER x' AL+4P Slow. VINYL ANGLED � BUILDING PAPER 8' BELF•ADHERIN6 WEATHER RESISTIVE BARRIER, , WRB LAYER "I, ; CASING BEAD ' „ PLA 44MG Le \\ WEATHER RESISTIVE -2 I STUCCO WRAP i METAL LATH / \\ \N / BARRIER VINYL CASING BEAD i STARTER STRIP i i fABBOTT PARK LOT #8 BLK. #9 PROJECT* 04181.000-08091 MODEI1 4EBB "1828—CALM" GARAGE 911IOING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH FJV. C 17 THICK, 3 GOAT CEMENT I I , ti a+ 6' WIDE PEEL 4 STICK (EXPLODED i3� I OVER FLANGE VIEW FOR PLASTER I WINDOW FLANGE CLARITY) GALVV METAL /� WEATHER RESISTIVE 'V FLASHING BARRIER 9 TO LAP , I IY xs 81WAATED &gpi.ABOK`T� E-Z BEAD VINYL CASING WaoDTRIMMEMBER — _ °F'z'FLASHING 2X FRAMING (W/S/S' FLEXIBLE PVC BACKER ROD) I (w BEAD IBLe CABWJG Y' X S• SIMW-ATED ' i 0,40 FR RODff PVC /` , u18o1I TRW1 MEMBER MEMBER APPLY FULL BED OF SEALANT BETWEEN L CASING BEAD RAISED `Ll" HIE NG ' ' FL'S"WNG '�"G FLANGE J BUILDING WRAP � 9 COAT \ \ ' GAP W/CNJLKM BUILDING y ICI(, �, `� � CEhENT PLABIER \\ E'.::: I OR APPROVED SEALANT `�`.�` WRAP ' 17A BA�y�RAME)THFERR I�E81STIve"jrI WEATHER 1�WEe1STIVE ----------------------------------------------------------------------- - SCALE:E-2 B[AD VMYL caemG WEATHER RESISTIVE OARRIffR.2 (BAGGER RODff PVC PRINT DATE: SIDING TO STUCCOWEATHER RRESISTIVE 16 A E Z BEAD WINDOW CASING SCALE: I/4•=r-°" FRAM ® FRAME TO FRAME SHEET 19 TRANSITION WA� AVARAIRA CARC LO SE TAKEN IN KEEPING THE VENT PROPERLY I'— 11T ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHORN IN c GALVANIZED USING I. W NNLS AT EACH CORNER. ROOFING CEMENT SHOULD SE PPPLED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUTOUTTHEGOOSENECK VENT OPENING IN THE ROOF RECO ENDED IN SEVERE HEATHER COASTAL SHEATHING.SIZETHEOPENINGINACCIXtDANCEWTHTHE CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS CONSTRUCTIONZONES, USED, SIZE THE VENT OPENING IN ACCORDANCE VATH VENT FAN MANUFACTURE'S RRNG CONNECTION INSTRUCTIONS. W NOTCUT INTO TRUSSES OR RAFTERS -HEN CUTTING THE OPENING IN THE ROOF.MTTW RE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE WALING FLANGE OF THE VENT LAYS FIAT 10 THE ROOF SHEATHING. SLIDE THE T0P TOP AND SIDE FLANGES OF THE VENT LA AND UNDER MVENt FLANGES TO LAY ON THEGLE OF THE SHINGLES. TIE: TOP OF THE SHINGLES. —'ll ROOF HOOD VENT DETAIL SCALE, CUT MOUBELLRAP AT NY ANGLE MODIFIED 11. cur N HOUSELL.RAP LIE OF WIIDOU- OPENNrA APPROVED WOUMR~ OVER E EATHNG OVER LLD STUD WALL STEP 1 INSTALL A— SELF-ADFERRG FLASHING OVER NAILNG RAGE JAMBS EXTEND RASMNG MN --�� / I• VFILL REXOL \J/\ ImLE PLASMIHG DO NOT SEAL Uo"om FIN STEP 6 TEMPORAMLY — FOLD -UP 4 BEDLAAE TUCK LL(OR TUOC IDR) MAD ADAP L FOLD WOUSI IIRAP- N AT JAMES 4 SILL SLOPE SILL no. TO EMEROR \ STEP 2 INSTALL S' SELF -AD ERRIG FLASMNG OVER VNYL HEAD FLASHING (WITH END DAIS) NAILNG FLANGE NSTALL VINYL CAP ASPHALT PLASTC CEME MOLDEDAROLINDSASE PIPE AND OVER FLANGE ALIGN FLAS4NG SV INT. EDGE OF SILL Ro. MEGYWICALLY FASTEN FAKED EDGES. (CAP NAILS, STAPLES) "TALL DUPIONT RDMRAIA AS TH FLASHING AT THE DOM 4 TAPE DIAGONAL CUT 4 ACROSS NEAP OF WINDOW MIN PLUMBING VENT DETAILS E, LFPLY ;• 7F SEALAH AHED Ai UTI.Y TO ANDOW NA LARGE N W-P1NO TOLES CR INSTALL &' WDE AOMESIVE - SAOKED R.DOOLE FLASHING MATERIAL OVER ORP CAP JONT(PROTEOTo-URAP DT-20kL a EOWV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 OVER JOINT SW OR HEAVIER FELT UNDERLAYMENT ASPHALT RODFING -�\ CEMENT CENTERLINE /- FASTNERS Nln S'OFCENTERLINE AT LEAST 12' BEYOND VALLEY CENTERLINE �9MINGLE31RMGENTER fINE FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NTS APPLY OSI 142U (O EOJAL) SEALANT 4 FLUID APPLED FLASHNG(LANCO W41TE-SEAL M-M OR EGUALA SLOPE SILL TO ON L IT 16 THE CONTACTORS RESFGNSIeITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS W CWDMG HE661111P. SEALANTS 4 SELF -ADHERING KA864NG MATERIALS USED DURING CONSTRICTION 2. INSTALL ALL MATERIALS PER MAAFAGTUERS WRITTEN SPECIFICATIONS WABI�L. SEALANTS MAY REACT ADVERSELY IF NOT COPRATIpLE. EAN AND SEAL JAMD TO SILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SNOUN SHALL 15E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION CELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT IT 16 THE CONTACTORS RESPCNSIDILTY TO VERIFY THE C0MRIATMLITY OF ALL PRODUCTS NCLUONG SEALANTS 4 SELF -ADHERING PLASMMG MATERIALS USED DURING CONSTRUCTION FLASHING AT EXTERIOR WINDOWS AND DOOR OPINNGS SLALL BE INSTALLED IN ACCORDANCE WTH MANAFACTUERS INSTALLATION IETFIIX, OW AND APPROVED METHOD U OF FPJC RLDSA 1.1 IN ACCORDANCE WTM FENESTRATION MANFACTURERS INSTALLATION AND FLASHING, NSTRI CTIONS. MW&L SEALANTS MAY REACT ADVERSELY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, INTO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 y mpO d g O BUHDIV. As Los*, ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODZT. 4EBB "1828-CALF" GARAGE SNIIJG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C 1 DPANT A 6/14/21 SCJALIE: 1/4"=1'-0" SHEET WA5 2x6 SUB-BANb W/I'x4' NOTCH g END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I�\ I� 1/8' TEXTURED I FINISH ® WOOD 1 �\ 2xe SUB BAND-1 1/2' TEXTURED FINISH A CMU METAL FASCIA \� WRAP Y8' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) \� I ©PLAN B 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH 1 \ WOOD SHEATHING 1J� OR cm 1 WRB LAYER -1, STUCCO WRAP(FRAME ONLY) WRB LAYER'2, FORTIFIBER BUILDING PAPER (FRAME ONLY) `\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED ��\ FOR CLARITY 0 ROOF DECK (BEYOND) 00 DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ROOFING CEMENT DRIP EDGE METAL KICK OUT \ I 1-1/8' TEXTURED FINISH g WOOD, 1/2' TEXTURED FINISH is CMU 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL L PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND WA( 'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT 4ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH Is END, WRAPPED IN PEEL ; STICK -ROOF CEMENT O 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 WA�'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY SUN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngrou p.com AA: 0003325 F 3 � svSDIV. Z L0711 ABBOTT PARK LOT #8 BLK. #9 PROJECT* 04181.000-08091 MODELS 4EBB "1828-CALI" GARAGE SKIING: LEFT PAGE: WALL ASSEMBLY DETAILS %160.MPH ER C 39'-8" 3,-4" 15-10" 9'-6" 9'-8" '4" 3,-6" 36'-2" =VTOP ro — 1 — — — — FM-12X72 FM-12X5 — ro 4" CONIC. °D a , SLAB wadi \'\\ ` F-24X24J a r + 3 1 /2" �1 101-01 ND -12X18 EXTEFM 1 �� /' 4" PVC SLAB 1 1/2" 1.1 `, CHASE 1A , 1 1A 14 1A 1.1 \ ` 0101, - • TOP OF I SLAB I I7 \ _I I � I 19, I 1 A I. 1 —LE-1 I *-5 1/2" I I 4" 17,-8" 2 8 I I I I a I I� 11t I SIM. EXTEND 1 . 2 to SLAB 1112" 1,1 - — — — — — I 1.1 1.1 m FM-12X18 m I 4" CONC.I — m x ID w SLAB I I SIM. 51 3-_5" 1/2, I ly a V3 1/ *71/2" to 2 0 J 11 FMC-12X18 FM-12X18 FMC-12X18 4 F L FM-12X18 0III I 4 1.1 1A 2'-8" 16'-0" 2'-8" 3'-10" 10'-2" 4,1„ 14'.0" 21'A" 39' 8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4% 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. 11.0INDICATES #5 BAR, EIINDICATES #6 BAR,MNDICATES #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 =36,1, 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 j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.41.4 O GENERAL 3 112' 6 MIL VxWAPVER OR 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„ - s FM-1202 17, CONTINUOUS 17, - (2)#5's FM-12,18 17' CONTINUOUS 16, - (2)#5s FM-16x18 16" CONTINUOUS 18' (2) We FMC-12x18 12" CONTINUOUS IB" - 2)#Fs VARIES F-2424 24" 24" s s (.)a'7' FOUNDATION PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-774a3078 www.abdesigngmup.com AA #: 0003325 y�Qp1pq��1 �p�+ ypS� SLMDIN. AC LOT ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODW. 4EBB "1828-CALI" GARAGE 81117NO: LEFT PAGE: FOUNDATION PLAN 160 MPH E C KCAL=: 1/4"=1'-0" 9FI=ET sl 30 MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — ��, s CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _ CELL SEE PLAN FOR SIZE AND o ¢ SPACING REQUIREMENTS , - P $ c e °�T�: 4;,_° GARAGE DOOR aa mQ u w �y W ° P 1'p n Ise RECESS `I FM hJ O w 8" CMU WALL i > 8" CMU WALL I� I , I CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH w `� H ° ,I WAY ALL IN DIRECTIONS +- LA13 TOP OF SLAB AT CHANGES SO THAT THE STEEL REINF. IS CONTINUOUS I ,° Y, TOP OF SLAB • , °I MATCH AMOUNT OF CONTINUOUS BARS ol.° CURB FOR SEE SLAB SCHEDULE EXT. PORCH SLAB ° �• < BAR SIZE 48 BAR DIA. FER (iSTORY) 18" -VARIES " SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB - I ILL o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET r p, AT ELEV: W/1/2" ISOLATION FER (2STORY) • #4 24" FANDBAR W/ 1/2" ISOLATION I 4" CHAMFER (1STORY) I .a 6"CHAMFER (2STORV) 0'-0"JOINT(WHERE APPLICABLE) i EDULE JOINT(WHERE ••30• APPLICABLE 4 SESCHEDULE )FOR WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR SIZE #6 35' NMO, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST UANTITY AND BAR QUANnTY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 4Z' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 n 2 CORNER BARS DETAIL DOOR OPENING SCALE:3/4"=T-0" @ GARAGE scALE:3/a"=,-0" 3 4 SCALE: 3l4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. w - POURED CELL o w e" CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ COMMON 44 REBAR @24" O.C. Q CENTER OF C S, VERIFY HEIGHT SLAB LIOF WALL W/ PLAN AP TO OCCUR OVER STUD io 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING o� WALL W/ SYP I 2' CAPPED GALVANIZED PIPE NEW REINF. BAR > w SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 112'k9" WEDGE ANCHOR W/ 2' W/FLANGE C BASE d I EPDXY. MIN. EMBED 5 TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH _. •. •8 n UND j < PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC d. § § F 4y FOLLOW ALL MANE. SIMPSON SPH4 OR SPH6 MAX. . I 4" CONC., REINF. W/ !.BTM - s7 SPECIFICATIONS FOR I AND PLATE I 6'k6"#10 WWM ON USEAND P AN ORS W0dx 11/7' v, l 6-MIL POLY ETHYLENE SECURE FLANGE TO 4„ a PREPARATION OF M COMON NAILS FILL ALL w VAPOR BARRIER ON SLAB W/(4) 1/4" X 2 1/4•' HOLE. HOLES, DO NOT USE 10d m • II 1� WELL -COMPACTED • TAPCONS x 3" HEDULE SEE SLAB SC > CLEAN FILL TERMITE o O} TREATMENT SHALL BE a <.BORA-CARE Q TOP OF SLAB .' CONT. #4 REBAR -4" CHAMFER (1STORY) f 6" CHAMFER (2-STORY) s (2) #5 REBAR ON CHAIRS 12' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% E. EQ. SEE SCHEDULE VIRGIN OR ENGINEERED SOIL COMPACTED SOIL • O SLAB HEIGHT LESS THAN 3-6' O PER PLAN EXTERIOR MONO DEEP BOLLARD 5 BDALE:3/4„=,'-0" ADDING BAR TO FOR %MD, BAR SIZE AND BAR QUANTITY MONOLITHIC FOUNDATION . INTERIOR CURB FOUNDATION WOOD WALL I sGALE:3l4"=1'-0" FOOTING W/ BLOCK WALL SCALE 3/4"=1'-0" (W/ UPLIFT) LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" NAILS, 2-ROWS, IVO/C BTM. OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4' 0/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE a a PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB MASONRY BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W0tl MASONRY NAIL NAIL ,6"6" O/ O/C STAGGERED. PROVIDE DBL. TOP PLATE 18" O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL Q H CONNECTORS NOT CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. LINTEL CONT. (TYP,) 8" CMU FILLED CELL (TYP) b - ° TOPOF LSEE SEESLABSCHEDULE SLAB SCHEDULE • WPOURED 2X WALL FRAMING SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS5" P OF SLAB IF z _a INTO �`-.. TOPOF SLAB a • ISOLATED" COLUMN PAD to .—°a CENTERED UNDER WALL AND 4" FROM ENDS AND GROUTE CEL , 4" FROM 16" O.C. VERTICALLY MAX • �- • • POURED MONOLITHICALLY WITH •� ---- - FOUNDATION AND SLAB L `• • SEE SCHEDULE SEE SCHEDULE -' FOR WkD, BAR SIZE FOR WxD, BAR SIZE ./ AND BAR QUANTITY EQ. EQ, SEE SCHEDULE AND BAR QUANTITY ,XL FOR WxD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD LOCK WALL CONNECTION Q BQALE: 3/4"=,'-D" (NO UPLIFT) 9 SCALE: 3/4"=''-U' (NO UPLIFT) 10 SCALE: 3l4"=1'-0' SCALE: 3/4"=1'-0" 4 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngrou p.com AA #: 0003325 � tl u7 S O y� Ir a�ai suBDm at LOT: ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODEL 4EBB "1828—CALI" GARAGE 8WWG: LEFT PAGE: DETAILS 160 MPH ER. C DOWEL PLAN SCALE: 114" = V-0" d N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 L o t MMMO >lUBDIV. & L.OT: ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODET- 4EBB "1828-CALM" GARAGE 9WING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C JUN 1112021 DATE: `6/14/21 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VT RTICATAL REBAR TO HORIZONTAL RE BAR W/ 10' HOOK GROUT i. BOND BEAM VARIES PER ELEV. a i a a #5 BARS . ° �b g c CLEAN OUT REQUIRED 1'a FOR INSPECTION o ° I'. •• 0'-0" FIN. FUR. •- TIETVERTICALREBAR ° TO HORIZONTAL a - REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA #3 18' CMU UNIT DIMENSIONS o #4 24 #5 30" ARE NOMINAL SIZES O• MASONRY SYMBOLS HORIZONTAL/VERTICAL `,Y, SCALE: 3/4"=l'-0' REINFORCING � SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED f CELL SEE PLAN FOR SIZE AND 3 a SPACING REQUIREMENTS w 8" CMU WALL f EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) i rc BAR SIZE 48 BAR DIA. 181, W/ 112, ISOLATION < 6" CHAMFER (2-STORY) #3 JOINT (WHERE #4 24 APPLICABLE) MATCH STEEL #5 30" 6" PVC CHASE f H REINFORCEMENT„ PER SCHEDULE 36 THRU FOOTING #7 SEE SCHEDULE FOR NMD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=T-0" REINFORCEMENT PER SCHEDULE NG 1441 N. RONALD REAGAN BLVD. LONGWOOD, IF 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 J C i a a SUHDIV. Ac LOT ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODEL 4EBB "1828-CALI" GARAGE BNING: LEFT PAGE: DETAILS 160 PH EXP. C JUNr� 2�a IDACE: 6/14/21 9CAL.E: 1/4"= V— 0 SKEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T,O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION i 1) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)k8 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 1 it ---- ------------------------ m-------------------- % BF16-lT/0M/0B 8F16-1T/0M/0B 8F16-1T/OM/OB II 1 1 f- 1 ♦ I 1 1 ♦ I �1 1 ♦� 1 1 ♦ 1 ♦♦♦ I i 1 1 ♦ / 1 1 ♦♦ I I ♦♦ I ♦♦ 1 I 1 ♦♦♦ 1 j 1 ♦♦ I ♦♦ 1 I 1 ♦♦♦ / 1 j 1 ♦V 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 l0 1 1 1� I of 1� I �1 2 10D 1 � 1 1 1 1 1 1 1 1 1 UNO, PROVIDE B81 WHERE 1 1 ROOF TRUSSES BEAR, TOP 1 1 OF WALL EL. 8'-0", UNO. 1 1 1 1 1 0 1 1 1 1 1 1 A 1 1 / I /I ♦♦ 1 1 ♦♦ 1 ♦♦ i 1 / ♦ 1 1 ; ♦♦ 1 1 ♦♦ 1 ♦♦ i 1 / ♦♦ 1 1 �♦ 8RF14- ♦♦ 1 ♦ 1 ♦ 1T/OM/OB ♦♦ 1 1 1 ♦♦ 5,4„ 1 1 ♦ 1 1 1 ♦ ♦ 1 1 1 ♦♦ 1 ♦♦ /� 1 I 1 ♦ 8RF6-1T/OM/OB / 1 8F18-lT/OM/OB ; 1 TT 1 8F16 MIN: lT/OM/1B 17'-4" BTM. OF LINTEL 0 7'-O" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1 /4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA#:0003325 A ' �' a 1014 2 a u O $ H d a SVHDIV. as LOT ABBOTT PARK LOT #8 BLK. #9 PROJECT111 04181.000-08091 MODEL" 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ND A AR N SCALE: 1/4"=1'-0" s2 #5 CORNER BAR W/ 3U' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30"TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3l4"=1'-0' DFJ� i PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. �g��" ee NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING 2. . IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE 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. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 14j F=FILLED W/GROUT U =UNFILLED OMINlIDTH [—# OF #5'S, IN 2ND BOND TH BEAM COURSE NOMINAL — HEIGHT #OF#SS, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 MIDS INDICATES A DOUBLE BOND BEAM Z.OF #5'S, BOTTOM AND XFX%-1T/OMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - iTAM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST 'a 114, WINDOW SILL Z f SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION ��� BONTYR BE b �1/A5 BOND BEAM 1#6 TYR &N6" b BOND BEAM U 105 Bx16 DEL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM ' EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .y; BONDBEAM GROUT SOLID FROM 70P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -2' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS me , 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 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN i-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3116 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/ IS..O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK EA. END EMBEDMENT 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAILS 5 SINGLE #5 CORNER BAR, 30x30 TURNED UP zz i� OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL 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" 44 • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngfoup.com AA #: 0003325 h F I $ i BVSDrv. se LOT ABBOTT PARK LOT #8 BLK. #9 PROJZCT# 04181.000-08091 MODEL 4EBB "1828-CALL" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEILOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 6re.0 16-IT 1Tro ttroe 1T/OB -1T/OB TYPE LENGTH PLAIN 8/8 SOLID TYPE LENGTH 818-1T 8/10-IT en0•1T 044T WA -IT 6/s2-tt WIB l8tnt ttn 1ri1 1T/1B 1T/1 8/B-2T 0/111 an02r W24 6VY82T 8/32-2T 3'4r PRECAST 1438 952 3114 4217 5321 6426 7531 T-W PRECAST 689 1024 T-6" PRECAST 1569 3524 4304 5263 6132 7001 2485 8113 83aS 770e 9031 10000 1569 3524 4394 5283 8132 7001 4'-0" PRECAST 1085 700 2305 3125 3945 4765 6687 4'-0" PRECAST 514 763 4'-0' PRECAST 1363 3060 3815 4670 5325 6079 1961 6113 7192 em 7627 8751 1363 3000 3815 45n 5m son 4'-8" PRECAST 819 533 1770 2400 3033 3656 4300 4'-0' PRECAST 398 591 4'-W PRECAST 1207 2582 3375 4043 4711 53n 105 1 5743 7547 6752 6541 7566 1207 1 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 1999 2500 3123 3686 4249269 5'-4" PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6 1016 2276 28M 3390 3961 4084 5'-10" PRECAST 817 1024 1531 2090 2549 3000 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 57n m 2080 2593 3t07 382D 4133 8' 6" PRECAST 692 1139 3227 3031 3707 4383 5061 PRECAST 410 721 6' 8" PRECAST 835 1201 1578 1956 2332 2709 1139 3227 4598 7054 10000 am 8n an 1868 2329 2790 3251 3712 T-0" PRECAST 570 WO2498 22D5 208 3191 3685 7-6- PRECAST 303 534 T 6" PRECAST 716 900 1181 1482 1743 2025 u98 3408 4864 7067 6472 727 1 1624 2025 2420 2527 3228 9'4" PRECAST 428 s33 1593 22D4 2481 2818 2821 9'-4" PRECAST 192 384 9'4" PRECAST 454 566 767 948 1129 1310 639 1874 2298 3081 4D99 4899 572 1316 1843 1969 2164 2519 10'-0" PRECAST 388 487 1247 1767 1904 2163 2028 10'-0' PRECAST 151 301 10'$' PRECAST 356 488 612 756 899 1042 550 1407 1897 2n1 3222 3784 5D4 1180 1472 1763 1710 1989 11' 4" PRECAST 330 5" 1312 1742 2252 2888 3630 11' 4" PRECAST 132 417 1 11' 4" PRECAST 430 405 630 653 m 872 544 1312 1742 2262 2888 3552 488 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 15" 2048 2506 3191 12'-W PRECAST 111 370 12-0" PRECAST 383 366 476 587 698 m 507 1210 1590 2D48 2588 3171 440 $40 1300 1500 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 25M 13'4" PRECAST 82 298 1T-4" PRECAST 308 303 393 484 575 us 414 1045 1365 1732 2316 2505 396 780 1067 1312 1071 12D3 14'-0" PRECAST 254 See 978 1272 low 19N 22n 14'-0' PRECAST 71 293 14'-0" PRECAST 279 2n 360 443 525 609 390 976 1272 low 1950 2369 378 717 981 1192 975 1133 14' 8' PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14' 8" PRESTRESSED 239 422 ON an 746 865 458 1070 1420 feu 2277 2712 246 663 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 367 454 574 084 m 412 1014 1340 1703 2118 2513 230 Ole 906 1134 1353 1 1572 1T 4" PRESTRESSED N.R. NR NR NR NR NR NR 1T 4" PRESTRESSED N.R. 183 1T 4" PRESTRESSED 187 320 365 451 587 no 300 ON1121 1413 t739 2D47 192 506 720 sot 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19',4" PRESTRESSED N.R. 148 19'A" PRESTRESSED 162 286 348 430 513 50 235 736 959 1200 1497 1716 lee 429 an 803 950 1096 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'�4" PRESTRESSED 142 219 3De 381 454 527 180 598 833 1036 1188 1488 142 373 637 890 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 660 784 992 1203 1381 137 358 513 659 rig900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-W PRESTRESSED N.R. 91 24'-0" PRESTRESSED 12A 174 245 302 1 300 418 In460 864 VAtot4 1147 to1 ate 465 set 687 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130,13 JUN • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774807a FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 a a c W x O 8U13DIV. &LOT: ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODELe 4EBB "1828—CALI" GARAGE 8VrWG: LEFT PAGE: SAFE LOAD TABLES 160 MPH E . C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 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. 1 TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST e'FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" JUN Il N. RONALD REAGAN Bl LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 M � � C a a a H W 0 ausErv. ae L.OT ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODE1. 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 60,4PH E C 712021 DATE 6/14/21 9CAL.E: 1/4"=1'-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNWALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR (1) SIMPSON HETA16 HTSM20 0d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SVP #2 2" x 4", AND TRUSS AND (4)1/4" x 2 1/4" (4)1/"x SHEATHING 16d x 1 NAILS TO TRUSS x 1 }" NAILS TO 6'l 8" x MAY ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DB DBL STRAP, 1 EACH SIDE WRAPS UP AND , GI DE GIRDER. PROVIDE 5" NAILS, O W/ tOd NAILS, 2 ROWS, 3" CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 4'-0" MAY BE ADDED CONJUNCTION WITH';' • ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS x (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. 70 A DI A-(1) SIMPSON LGT3SDS2S GIRDER TIEDOWN TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) �' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL }'x 2 }'TO GIRDER 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES @ 24" O/C, W, Zx WOOD FASCIA (2) k" x 5" TITEN HD TO CMU AND (18) SDS }" X GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17. O/C FOR REVIEW 2x SECURED C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON ONN NAILS. ILS 2 J" x 5'TITEN HD TO CMU AND (18) SDS *'x 3" O lx2 SECURED W/ tOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U.2355 LBS, 1-:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) Z' COVER & Z' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED TRUSS ANCHOR A M �a I U I L. 3°ALE:3/°" ,'.a' TYPICAL ROOF GIRDER CONNECTOR(S) 2a 2b 2c SCALE '3Td'=1=0" 3EMBEDDED GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SVP DIAG. 2x4 BLOCKING BETWEEN LSTA1220 GAUGE BRACE W/ (3) 12d @ EA TRUSSES WHERE W/ 10dxl/2 HDG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT @ EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING PER LEVATION0'-a' TO 30'-0" (1) "X" BRACE BEAMS) FLOOR 30'4' TO 60'-0(3) "X" BRACE SECURE 2x PT. PLATE GIRDER 8.4' M4X pmtX4) It) "X" BRACE 0 CENTER TO BLK W/ 1/2' DIA. onia-0-MP%(W/2X4) (2) 'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' * FROM CENTER TO END. WASHER SET IN HIGH P ELEVATION 2x WOOD FASCIA, STRENGTH EPDXY 6' lx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 3Z' OC PRE-ENG FLOOR TRUSS BTM. CHORD MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 5/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE P.T. PLATE W/ 12d's 8" STRENGTH CLG. BOARD+ PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) d N y ;z MAY NOT BE REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2) 10tl's EACH TRUSS - mi6m N 1 TO BE INSS TALLED @ DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORDOF 10'-0" O.C. MAX. MIN. P' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x 2x4 OR 2x6 WOOD BEARING 2-1/Z' NAILS TO POST., WALL W/SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM, PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a 1/2' GYP. WL. BD. lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER < - MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF • 1, •- • - • . n. 19-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. �- BTM. CHORD BRACING BLOCK WALL W/ GABLE END " 7 GIRDER/WOOD POST CONNECTIONS scALE:3/4"=''-a' PRE-ENG-D TRUSS SCALE:3r4"=1'-a' C FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE (NO UPLIFT) NOTCH DEPTH I/4•D GE>50 USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAYBE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE I THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO FI AND F2 FORCES. BTM.HOLE DIAMETERPLATE< 3/5•0 DBL. STUD STUD NOTCHING ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1/2"=V-0" SCALE: 3/4"=V-0" 1 N. RONALD REAGAN 81 LONGWOOD, FL32780 PH: 407-774-6078 FAX 407-7744078 www.abdes[gngroup.com AA #: 0003325 W a ILL UA W 0 T. SVSDIV. ae L071 ABBOTT PARK LOT #8 BLK. #9 PROJECT* 04181.000-08091 MODEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP C DAM NT 6/14/21 scAmm: 1/4"=1'-0" SPIFFY S3.1A 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 Na.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA, 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALLI2x FROM CENTER TO END. UPRIGHTS OVER 4'-10" (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIAfENGINEEREDWOOD NNECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)16d GALV. COMMON NAILS. 4" O/C, lx2 SECURED W/ 10d DRAWINGS GALVCOMMON NAILS CONT. 2x4 RAT RUN 12" O/C AL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS � W/ HIP RETURN SCALE:3/4"=1'-0" VTCR SPACING (1) AT EA AND 6-0" O PRE-ENGINEERED VALLEY TRUSS CONNECTION TRUSS CONNECTION � SCALE: N.T.S. PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 12" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407.7744078 www.abdesigngroup.com AA #: 0003325 oa � ��j66pppe � 13 ��6�ppp Ka m O 64 3 � StmDIv. all LOT: ABBOTT PARK LOT #8 BLK. #9 PROJECT# 04181.000-08091 MODMU 4EBB "1828-CALI" GARAGE 1911IIIIIi1VO: LEFT PAGE: DETAILS 160 MPH EXP. C ND A AR N SCALE: 1/4"—f-0" B*lEET s3.1B HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 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 = 6910 PSF (79.80) ZONE 3r = 83.80 PSF (93,80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C., RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 40120 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2112' 0131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 SO RING SHANK, 2 3/8" 0,113 F1667 SCREW SHANK PER INCH) RSRS-01 Sol RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 -I tK UI<IF( 4 ROOF SHEATHING EXTERIOR SHEATHING O = z ~o USE 12" CDX OR 7/16" O.S.B. PLY WITH 8tl RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8, o BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT Co INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL * BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENf SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE i'. 101,NAILS @ 4" O.C. ON EDGE AND 6" O.C. INFIELD TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING Q ZONE 2e, 2n,, 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'OA. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 Btl RING SHANK GUN dD 4"NAILS AILS O.C. 0 TOP 8 BOTTOM 1Y A J zz O . Y _W i� Q I, S ? i0 N U Z O m � . TYP. EXT. SHEATHING ATTACHMENT 10d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING "B'2" DECK SCREWS 0 SC'-B" O.C. MAX 0 EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO FIRTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7ih EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318A4 BUILDING CODE REQUIREMENTS OU PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS SILLS ETC. SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/802-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHE5 AND SEALED WITH ADHESIYETAPE. 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 NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf 20 psf TOP CHORD ton -concurrent 10 psf BTM CHORD-nomconcurrent DEAD LOAD DEAD LOAD 15 p4f TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psfw/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 paf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 746 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40PSf, GUARDS AND HANDRAILS: 200Psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM'. 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA, TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14 "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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 THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 MATH 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 OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Vm = 2000 PSI, BLOCK SHALL BE PLACED USING DRAWINGS SUBMITTED WITHOUT REVIEW WALL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM AT WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"-/- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9404MOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SWILL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 98 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SMALL 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 TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1-12" FOR N6 AND SMALLER 2" FOR 006 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1.12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLASS SHALL BE SUPPORTED WITH V CHAIRS SPACED 3'-0" OC, EACH WAY REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER, MASONRY: FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy= 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 kst TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WATH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPAONG REMARKS U211IJRRIWT. CASEHARDENEDCOIL 1 OIC GARAGE DOOR BUCK 1.,..A. TA PCON MASONRY 8„OIC IIYT'EMBED, d"END DIST.. MASONRY I CON, NAIL I I -TO MASONRYICONC. NO WASHER FASTENER I1 E.S... SGOPTLSEE NOTE85 CASE HARDENS., WllLt 11T'LONG. 9 8 STAGGERED WINDOWIDOOW FASTENSD INTO MASONRYICONC. GARAGE DOOR BUCK TO MASONRY/WNC. Yk'OIA OR YT'-A ASHER ---ON BOLT ( ) 18"OIC12CA 2d"OIC NR"DA) d"EMBED., 4"ENDDIST., 3"EDGE pST. WINDDWBDGK CASE ARCENEDO0L c^orc WINDOWIDGOWFASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING 1. PT, SEE NOTES NML 11m LONG. STAGGERED INTO MA60N_NC. MASONRY I COW REQUIREMENTS EXT.SWING DOOR !2)3ltk'DIA "TAPCON' 1112"EMBEO, B END. NON-BEARINGW000 EXPANSION 4`EMBEO.4°END BUCK. PT, SEE NOTES NO WASHER FASTNER ik D,C DI...... EDGE LIST, TO COW WASHER BOLt LqC OIST., 3"EDGE p.T. 2r OWBUCK 0.138°PAFx21B" S'OIC OIST.,II- PT TOCSTSSSTEEL COL.. GEE WASHER OOE GIST. NOTES 1. STAPLES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SMALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6, WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. J."I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 O Q iL J, 4USDIV. Se LOT•. ABBOTT PARK LOT #8 BLK. #9 PROJECT 04181.006-08091 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C r © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MA O STAPLESINSTALLED THRU SOFFIT AT NAII HEM AND IN VALLEY: ® FAS( O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/I ;IA WOOD BY OTHER RD BY OTHERS STAPLESINSTALLED 2-1/4" EMB. THRU SOFFIT AND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL [TO HEM AND IN VALLEYS STAPLES INSTALLED OFFITO 12" O.C. MAX (INTO O IN J-CHANNEL J-CHANNEL O3 DETAIL B GOD) LO MAX J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN @ 10d NAIL AT EACH STAPLESINSTALLED O TRUSSMOIST/RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8XT' WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT O STAPLES INSTALLED THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS j" MAX.--0I l - DETAIL DO STAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- 03 J-CHANNELS �A n TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'� �SOFFITJ� SEE DETAIL'A' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 0 IS1X2 WOOD BATTEN—�— �— �2X2 WOOD BATTEN 10 O SOFFIT INSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT ®"I FASTENER SPACED 24" O MAX O.C. STAPLESINSTALLED @ DETAIL C 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR VE WIDTH DOF (ERHANG) CONCRETE; CMU OR WOOD (NOTEA ) BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. vr_in��n 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 41 i"I N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdeslgngroup.com AA #: 0003325 J al oAll 1111111 SVHDIV. Ae LOT: ABBOTT PARK LOT #8 BLK. #9 PROJECT* 04181.000-08091 MODE3U 4EBB "1828-CALI" GARAGE 3W31NG: LEFT PAGE: SOFFIT DETAILS 160 MPH M. C 11 � ti . R No crlA DAATE 6/14/21 BCALE: 1/4"=1'—O" SHEET SDI r V