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HomeMy WebLinkAbout7807 Sail Clover Ln99 18284EBB-CAL1 - 99 ""vfj" W iNc-I -1,zP�-IYRI ILL'- O M E S REVIEVVDATC-�t 2 CITY (;),,c,7EPHYRH1L_ PLAN EXAPONNER 12602 TELECOM C)RIVE=-, TAMPA, FL 33637 Ted: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -ILORMA BuU=G CODE, FMZMUI, 7TH IMMON (2020) -AM LOCAL AND STATE CODES ABV ABOVE LAV, LAVATORY A/C AIR CONDITIONING MUM.LUMNOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER DATE DESCRIPTION m6/16 Cos INLIED ARCHITECTURAL SHEET # DESCRIPTION ey" 2en FBC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :OCCUPANCY - RESIDENTIAL GROUP R3 CONSTRUCTION TYPE - vB MIN. INTERIOR MH - CLAM B BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH EXPOSURE - C I -STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES AM' BAD CL CAB CLG: CLR. CONC.CONCRETEPL CPT C.T. D DEC D.G. DIk AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CARPET CERAM TILE DRYER DOUBLE DUAL GLAZ DIAMETER NUN MT MID MIT, FIT S. O.C.ON Y.B.PUSHBUTTON Pit PL PLYWD. PR. P.T.PRESSURE MNFMJM METAL THRESHOLD MOUNTED METAL NOT TO SCALE CENTER PROPERTY LINE PHONE PLATE PLYWOOD PAIR TREATED PG CI -COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATIONS "D; PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG Ml—MECHANICAL PLAN &%/a Cos RE-ISRIED 0212VIS SIDING3 ELEVATIONS ADDED 0346118 CD* FIE-ISSIED 04/" FOOTING REWSION MR M. 5=6 "nillb CDs Im-law 02/" ADDED CIAIMLESS FOarER AT GARAGE DETAIL MORT MYERS) VV72/111 PLAN MAINTENANCE 03/2&% REVISED LINTEL SIZE AT FRONT ENTRY DOOR DIM. DISK OR D.S. D D.W. EA. ELEV. EQ. EXH. Exf. FGJFX. F.G. FIN. F R. FLUOR. DP FTC. FTC GA GAR DISP. O.F.I. OL GYP. BD. H.B.HOSE H.C. HDR HOT OR ITT INSUL. TNT. DMIENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR R. RAD, R.A.G.RETURN REF. RNL R-0. S.C. S . STI SHT. SHUfG SHWR S M, SL SL. OF, STD, sws TEMP. THIC T.O.C. TOP T.O.S. TYP UND, V.. W. W/ WD WOW W/H W.I. RISER RADIUS Ant GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMLAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS TIECK TOPOFCURE TOP OF PLATE TOYPPIOCFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER VATH WOOD WINDOW WATER HEATER WROUGHT IRON PG Dl-DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAI —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WAIS , WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CAW.'S 04/24A ADDED ADDITIONAL RECEPTACLE IN GARAGE PER ULL BATSON (MELD)OR 04R4/M REVISED WVAC VOLLIMES ON OCR C&C SCHEDULE (MELD) LIVW. 1,820 Iba ;T. GARAGE 430 50 FT. ENTRY 16 SQ.FT. LANAI as Sa FT. TOTAL 2-462 Sa 061QAS ADDED TXTERIOR MOW DEEP FOOTER' DETAIL WSLIA (Oft) 0612VI9 ADDED LED LIG*ITS a KITCHEN 4 OATH PER MAW BOOS Olt" ADDED STOW OPTION ELEVATION C 4 D (TAMPA) 05AM ELEVATION 'G' OIDING-ADDED LOUVER 0 GABLE ROOF 1012DAS ADDED OPT. W-O'CEILING. HE*HTS MOM REPLACE USP CO+ECTORS OT14 SIMPSON CONNECTORS CWV20 REV15E EWAVENT RADON PLAN DIMENSIONS 04AMO OPT. 8'-0- CL& W.T.- ADDED LED UGAT IN FOYER 040WO OPT. 8'-0' G.G. W.T. ELEVATION Z'- REVISED HE444T OF ARCHWAY 90/06/W ADDED ELEVATIONS 'L. 4 "' (Oft) STRUCTURAL SHEET # DESCRIPTION M/20 ADDED ELEVATIONS (OR.) PG Sl—FOUNDATION PLAN PG Sl.lA-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. 0V0411 MV FBC UPDATE 03/0341 W ADDED RIT DETAILS M6121 ADDED ELEVATIONS N' 4 '0' (Oft) M121 ADDED STOW OPTION ELEVATION rs' (MEL5011IRNE) 05101RI ADDED ELEVATIONS 'P` 4 '0' (OFV PG 92—LIFT BEAM PLAN AND NOTES OMWI 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 S2.1A—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 SN1—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SD1-SOFFIT DETAILS HE . s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBIIJTY FOR ]INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE EEN GENERATED FOR UNCLEAR ASPECTS OF THE 'NSTRUCTION BASED ON THE DRAWING SET. I N ' RONALD REAGAN 31. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 j o j � N l O W 14 n9xm3tv. as L074 ABBOTT PARK LOT #26 BLK. #7 PROJMCT# 04181.000-26071 MODEL. 4EBB "1828-CALI" GARAGE 8WING- LEFT PAGE: COVER SHEET %160 MPH EN. 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. SRE 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 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 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS i. 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES 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 /rINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 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 INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GLADE 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 ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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 %:" 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. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1l2" 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) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M: 0003326 A dd 6 t I F sysDly & EAT: ABBOTT PARK LOT #26 BLK. #7 PROJECT* 04181.000-26071 MODEU 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: GENERAL NOTES 160 MPH E C a,1 LL*i rscaimW 8 14 2i DATE: / / SCALE: 1/4"=1'-O" SKEET GN m� 39'-8' �;'ttttllo olltttttttttlollttlltttttlo �olttttlL4 : � 0ll0 o - l7 -UVING 1/ W-0 CIA o o • � "� : �►' / 1 0llll0 - olltttttlL - - 11 1 � 0 0 n i - - BEDROOM #3 e 1�■ i �■ e.. g - - AS REQ. EN-1 -- - CODE = - oGARAGE � FOYER Oi - ::11 ' 1 1 in WIRY c 911 -11A l im 00 C o _ im olttllo ;olittlfo olltttttllo olltttttl FLOOR PLAN SCALE: 1/4' . I'-0' C DBL. TOP PLATE 0 m BAR DETAIL A SCALE:1l1'•I'-0' Itttttttttttl n i�iGlillldgl7iG SQ.FT. CALC.S LIVING IA28 80. FT. GARAGE 430 60'FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2,362 SQ. F. CMFCIBR AND CLADOND WIND LOADS BARD UO EIFOIIIE FCR B 81=00198 01gm 80WRE ZOIE IIOIF111110 ) RHINI:B NOTIPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 OR MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 28Z/-315 i2'x12' SOFFIT I 5 3T3/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH Ej (2020) SECTION R301.2.1 TO MEET TESTED ALLOWAB OR NOMINAL WIND LOAD VALUES FROM THE PRODUC MANUFACTURER. CdIRKILDA7151111 (HDR. DTL. B SCALE:I/2 . I'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. i"I N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 A N k Y rr o i SUIBDIV. do L.OT: ABBOTT PARK LOT #26 BLK. #7 PROJECT►j► 04181.000-26071 Iiii e 4EBB "1828-1 CAP —AGE SKIING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C 11 4R NO 93793i 111111 F-PDATE: 8/14/21 I ICALAC: 1/4"=1'—O" SHEET Al ./-18'-4' BLDG. HGT. (TYP.) ------ __—_______ FYPON LYI2X24 OR ECUIVALENT OPT.COACH LIGHT 0'-01 FIN. FLR (TYP.) FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FEiCR R103A SHINGLE ROOF FYF'ON ESKTIIXIl OR EQUIVALENT 8'-0' ERG. HGT. 16'X62' FYPON DECORATIVE 4B SHUTTERS OR EQUIVALENT Im"' 4' RAISED BAND (TYP.) FIN. FLR. OFF RIDGE VENT OFF RIDGE VENT AREA OF ATTIC = 23645Q. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA - 2364/300 = 7.98 VENTILATION AREA SQ. INCHES PER FT,(1"I, = 1134.72 SO. IN. MIN. REQUIRED VENTILATION .5X 1134.72 IN UPPER PORT10N OF ATTIC - SR.36 SQ. IN. OFF RIDGEVENTILATION AREA = US SO, IN. PER VENT 567.36 /115 TOTAL#QFVENTS REQUIRED 4.93357 TOTAL# OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERT MITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS I NCLUDED A I as ❑a m m 0'-0' FIN. FLRi. - ---------------------- - OFF RIDGE VENT REAR ELEVATION SCALE: 114 . I'-0• TEXTURED FINISH oil 4B IIJAV TYR FIN. FLR b 2' "v f I I I e'-0 BRG. HGr. �Q DECO. DTL. A 0'-0' FIN. FLR. ----_-_------�----'------ - ----------------'-_---- o0'-0' FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 . I'-C' TEXTURED FINISH 8'-0' BRG. HGT. 0'-m' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774A078 FAX: 407-7744078 www.a bdesigngrou p.00m AA #: 0003325 -A soil 04 b $ a SVBDIV de LOT: ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 MOOR l 4EBB "1828-CALI" OAP_&GE SwMO: LEFT PAGE: ELEVATIONS "D,T %160 MPH E . C 1 DA 6/14/21 SCALE: 1/4"=1'-0" SHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DSV OUTLET 20 AMP SWNJ POLO IIOV OUTLET IIOv OUTLET w OF OUTLET IERED TO a2 TCH 4)GR IIOV OUTLET ECURSO WAWO FNL NTERPIEIS (TA FWR I6SISTANT TYR) 220V OUTLET (4) UNB CON@CTION I�UP NEXT CARAM T GFI OUTLETp� MEMPTER SGTTCM SuTCM SWAY O'ER W4 OUTCN 4-WAY OPER L (1 WALL MOUNTED v LIGHT CEILING LK•NT © LED CLG LIGHT LED VAPOR © VP FTVOF LIGHT @ YP VAPOR Pla]OF LIGHT eVENT. PAN I CRT PER S0. FT. VET. PAN Vow.:T 1 CFM FER SD. FT. V FDOIAIE reFux TRD eT FLUORESCENT URAP ® (I��a9ED) MOU AD RO SD FLUII T 2.OLD URIY • (a ve E MNTJ AROU � V FLUORESCENT I' II.IIOI�SCENT p� d0 II LIGHT PALL METER • SD. a1'Ia(E ceTF-CTa NI piL,E iG*�pifi G YE.bAl9011� r sae IJ eI lkj4dlQEEIE cAIIDCN wim DE'IECfOR wm cO*aa® ® S/CO C'OMW SMALL % A DISTANCE OF NOT LESS THEN 4- WAL PENDANT LNGNT NATURAL OAS OUrLmT . RLE•HONE JACK GM CUMCS rmleca+ TO RE ELEVAT® O'rE` ASS, CODmON E[ Aw al DISCONNECT 1 O TELEVINON JACK C (LNG w* RE(AIS! OJ-DOX TO OE SUPFORIED N ACCOIOANCE YV SIOX MAPS= AS RID, MR CELMG MM INSW CHILSIG FINILIGNi TO =C NITORIED N DA UY DOX PA PARKED S WWTI CN N SUCH FOR �naa 24• NCANceacE+T LIGHT STRIP QQ ti• INCANDESCENT LIGHT snap nnnnonnnn 4L NCANaSCaMT LIGHT I1111F FLOOD LIGHT OPT. SECUItliY KEYPAD HD FD. NRN-EUTTON FOR CAFES use PORT • LOCATION OF TV JACKS A FNOE OUTLETS A FANS TO eE YENNED • MoneouPEle FI41-COU7RCTION MEETNG. • ALL IS A 20 AMP DRANDH CIRCUITS TO DE AMC PAM. MIDTECTED PER ELCCTMCAL MWVWONS OF Fed TTN EDITION !'Jm2m) A N[O ]IRJ2 2011 ®ITILlL • 20 AMP DEDK:ATED LAISDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCWM CIRCUIT) • DISWWISIER DISCONECT TO DE LOCKOUT N PASSEL 15ATWMOOM IDG"T PAN TO wYE MIN CAPAC" of M CRI NTERTITTEW PER ELECTRICAL PROVISIONS OF SECTION MID0T3� ffMQVjff) • LAUNDRY RDOM RECEPTACLa MALL DE GROUND FAULT ORCWT-10111PINN PTER FROTECTICN FOR PERSONNEL ON PEEDERS • WRNG PIETMOD SMALL DE NON METALLIC CADLE PER ELECTRICAL PROVISIONS OF PDCR TTM Ee (20202 • ALL WOW TO COMPLY WItM ELECTRICAL PROVISIONS aF THE PECR JTN So (WWI • TON OF' MINT SEE! IEIFNcnaNT TYrt peR Fs d T ( SIVATION (RESIDENTIAL ENERGY IO EP}ICIEMCT) 2020. Tth EDITN R4041 FIELD VERIFY LOC, o-____ __________________ -- OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' . I'-m' CEILING MTD. LICrHT TO DE INSTALLED, PROVIDE J-BOX FOR OPT. FAN I I I I I e I I I LED LIGHTING @ DOUBLE LAV. BATH M i I jer-&- I LED LIGHTING @ SINGLE LAV. BATH n 150 AMP ELECTRICAL RISER NOT TO SCALE. 0O.11CN SERVICE DISCCMECT SUSTCM AND EN7 AMP QOA40 VOLt GENERAL NOTES, M ELECTRIC METER N I PHASE A ELECTRICAL MATERIALS AND NSTALLATI" SHALL NEMA SR ENCLOSISTL' PANEL COTPLY W rM ELECTRICAL PROVISIONS OF THE FISCIR "m EDITIdA r2m2m1 LOCAL CODES, AND ALL LOCAL POUER COTPAI7 REQUIVREYENTS, ISOMP D. ALL CONDUCTORS SMALL DE TYPE TWNN/TWUi UNLESS NOTED Or"IMSE. 7ELEFHR! SERNC! r..., • ENTRANCE aculPrENr 1190WONC1 SERVIKE ENTIIee- EaIPrEa+T FOLER COFIPAIY TRANSPOR"IER NTERSYSTEM DODNG TERMNAL AT LQU GRADE r VOLTAGE CONIEGTIOW TO DID. I PHASE S R (CU) IN 1 O CI SERVICE ENCASED FO CONNECTED TO 2 I COR PR VID N CONCICTE EW'AaPD IDO'TER STEEL PER QUIT OR PROVIDE S EDIT, N(20 PROVISIONS OF rFE Ferae TtM ,low SO FK EeInON [2R2m1 /IDED DY THE E WITH TFE ELECTRIC SAS" DIA X S FT LONG COPPER CLAD 01-M D ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA k: 0003325 J F IA BUBDIV.BBOTT PARK LOT #26 BLK. #7 PROJECT* 04181.000-26071 MODE1,c 4EBB "1828-CALI" GARAGE DINING: LEFT PAGE: ELECTRICAL PLAN 160 MPH FAC Z SCALE: 1/4"=1'-0" SHEET E1 ■ PLUMBING PLAN SCALE. 1/4 . I'-V 2A 2' VTR i� `1n• 1 I LAv I KITCHEN 2• SINK W/ 2�'�• AUTO VENT 2 i 1/2A,- �\ I1/2L, I we I I/22�i i I . 3 I 2' I Z. LAv 3 I WC 2 2 SHUR 411 1/2' i 3• 3• PLUMBING RISER DIAGRAM TO 0 1441 N. RONALD REAGAN.BLVD. LONGWOOD,FL32750 PH: 407-7745078 FAX: 407-774,4078 www.abdesigngroup.com AA M 0003325 S ro AIM a svaa><v. ae LOT: ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 MODELc 4EBB "1828-CALI" GARAGE SWIENG: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAID t MASTIC. AND INSTALLED AS PER POO 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKE$ 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 ROOM$, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALL$ SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 1TW EDITION (2020) MECHANICAL CODE SECTION 601. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN RUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER----y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 1TH EDITION (2020) MECHANICAL BLDGs CODE SECTION 3012.4 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 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN LEGEND ® SUPPLY AIR DIPFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'k2 TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB (SECURE STRAP TO UNIT W/ (2) 08XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'XB' CON--. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (T_YPNT) ■ MECHANICAL PLAN SCALE. 1/4 • P-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Ll 04 64 1 4 9V9DIV. & LOT: ABBOTT PARK LOT #261 BLK. #7 PUR;OJMCT# 04181.000-26071 MODEL: 4EBB "1828—CALI" GARAGE 9KING: LEFT PAGE: MECHANICAL PLAN %160/b(PH A C of SCALE: 1/4"=1'-0" 1 am 2X4 TOP PLATE — ems .� 39/S.ORD 3w TOP PL•°+'� Y In' DRYWALL CHANNEL (25 PRE -FAD TRJS& GAd CORQR DEAD in- Tw r, a COAT S' Cm WE 7 1/2' CLG. BOARD I•oRn°aro CeneKr STRicnw,eL role PLASTER AI•PLIED REUCTURs L FO IA' DRYWALL DIRECTLY TO 3 D/S. 1 D 3/8' METAL STUDS � P.T. 210 A TO sW.L NOTE: STUDS IN 24' O.C. 20 GA METAL TO BE CELL As PER PARTITIONS SUPPORTING INSTALLED IN WALLS ASAL REn 1/2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/8' OR D CAux.eowAL KALA+T CABINETS AND TUD/BFIOWER 25 34, eaTTay BACKM Roo 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL GA METAL TO DE METALLED WATwu STRIP LONG OD, FL32750 CHANNEL (2D CABINETS SHALL 5E NOT N ALL OTHER WALLS. STUDS GA.) SECURED LRt MOLLPHS ALL PH: 407-774-6078 TO DE SPACED 16' OZ. AT 2Np fp1l, AROUND reYLESS THAN 2x4, WHERE TO CCNCoALV. s,ul DCOR MAMPJ FAX: 407-7744078 FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' au www.abdesigngroup.com 2X4 WOOD SPACED NOT MORE STAIR WELLS AND BATHROO'7 PAP 4 TO r STr•..L so. FASTeeo W AA #: 0003325 SECURE BT.STUDS �'14' THAN I6' O.C. OR, NOT WALLS W/ TILE FNISH WOOD FLOOR = earl G� JAMB MR PLATE TO &LAD OG PROpuCT oALv. eteeL OVEM400 DOCR W/ Imd MASONRY LESS THAN 2xb, WHERE NAIL • 32' O.C. SPACED NOT MORE W/ v4 WOOD WOOD BASEBOARD SCREW APPROVAL REGL VERTICAL TRACK eY OTNM BY Sae ALF. ro MAX THAN 24' O.C. T1°CK deACIMMWf Rpm optICT . SLAB PR AF1'ROVALOVAL RELY FINISH FLOOR FM. FLR 1—STORY TYP. INT. WALL 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS °CUE' •.r a D1 SCALE: 1 1/2'.I'-0' TYP. INT. WALL (NON—BRG.) 1A METAL STUDS NON—BRG. D1 SCALE: 3/4'.1'-O' D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER F5CR 968.1.1. ROOF SHEATHING 2X4 SPF 24' O.C. MAX SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES WITH UNDERLAYMENT AS PER F5CR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI 1924 !3 a�� o 1 FIBEIR3LA88 914INGLES THICKNESS AS PER PER STRUCTURAL DETAILS SECURED PER WITH UNDERLAYMENT AS PER F5CR 908.1.1. SHEET SNI. SECURED PER AS PER F5CR 905.1.1. ROOF SHEATHING FASTENER SCHEDULE ROOF SHSWEET SNI. EATHING THICKNESS AS PER FASTENER SCHEDULE THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED S/S' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL, DRIP EDGE 1. PER FASTENER SCHEDULE BRTRENGTH CLG. 2x FASCIA PER MADE '—PRE-ENG WD• TR188 Ax. 2x FASCIA PER BOARD REFERENCE ELEVATIONS O i ELEVATIONS Jew L AVAV04N, STRUCTURAL VENTED SOFFIT PER ELEVATION //// VENTED SOFFIT ARf ul lu SEE ENERGY CODE FORMS FI WALL SHEATHING CONT. 2x RAT RUN SECURED PER O PRE-ENG TRUSS INSULATION R-VALUES PRE-'� THICKNESS AS PER WALL SHEATHING Z STRUCTURAL DETAILS REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR a MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-VALUES THICKNESS AS PER qq PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER A 2x FASCIA PER TYP 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE qqq ELEVATIONS O.N. ELEVATIONS S/S' GYPSUM BOARD OR 1/2' ON SHEET SNI. VENTED SOFFIT VENTED SOFFIT WEEP SCREED R-4U INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WINDOW ATTACHMENT WEEP SCREED AS PER MANFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x PT SECURED PER R-4.1INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS 24' OTC. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING m' cMu CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY I/2' THICK, 2 GOAT 1/2'GYP.STRIPS , cm CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND WOOD BASE DIRECTLY TO MASONRY WOOD SASE PLASTER PPLED DIRECTLY TO MASONRY 0'-m' FIN. FLR� o — J, 0'-0' FIN. FLR — 0'-0' FIN. FLR ®'-0' FIN. FL—R tl e, cm° ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ENGINEERED PER ASCE 1-16 IN o ACCORDANCE WITH F5CR 2020 ACCORDANCE WITH F5CR 2020 q' 1TH EDITION, SECTION R301.13 1TH EDITION, SECTION R301.13 AND 16095.1. AND 1(095.1. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION V N B NO OPENING NO OPENING NOTE: NOTE: METHOD TO 5E USED FOR THE METHOD TO 5E USED FOR THE aVHDIV. ae L.OT: ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 MODEU 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: DETAILS 160 MPH W. C 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF r5_'),1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4•.I'-®• UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.r-m' UNDERLAYMENT IN ACCORDANCE D1 WITH FBCR 905.I.1.1 OF THE F5CR D1 WITH F5CR 905.I.I.I OF THE F5CR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 nq TYPE II OR ASTM D4 *11 TYPE III TYPE II OR ASTM D406S TYPE III 1 C t OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. A NO M DATE-8/14/21 SCALE: 1/4"=1'-0" a*== D1 Tom. 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U 1,12' X &' J-BOLT W/ 4'MR EMBEDMENT SV 2' X 2' X V&' WASHER t NUT OR W/ (2) IQ' X d ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X V&' WASHER 4 NUT 0 1E SECURE 2x4 TO 15LK UV I/4' TAPCONB IE �' 1 1/2' EMBED, V QC, 4' END DIET, 1 1/2' EDGE DIST. Is Sly O 2X6 GARAGE DOOR BUCK SECURED W/ 151 1/2' X &' J-BOLT OR ANCHOR BOLTS, WV 4'MR EMBEDMENT, WV 2' X 2' X ITS' WASHER t NUT. (1) WITHIN &' OF TOP, (V WITHIN &' OF THE BTM, IE (3) EVENLY SPACED. 0 O IE NOTES, ALL ANCHORS SHALL BE N ACCORDANCE TO MANPACTUER'6 INSTALLATION INSTRUCTIONS W4ERE AUCW 11NISTAICTION8 ARE MORE BTMW.MT GARAGE DOOR t BUCK ATTACHMENT k.Y.F V4'•1'T 'X4' I 6' CMU ❑ P.T. NA DOOR DOOR IR' DRYWALL 1x4 P.T. OR 5/47C4' MIN. NOTE, SWfM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" w 1►IND W TO BLOCK 2X4, = SECURE TO BLOCK W/ 3/16' TAPCONO (MIN. SWANK SIZE J45 MR HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN &' OF EACH END 4 b' OZ, MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3AW TAPCONS (MIN. SWANK SIZE .I4S MRHEAD SIZE 300 MREMBEDMENT I 1/4') CM WITHIN &' OF EACH END 4 b' O.C. MAX SPACING. V2' DRYWALL 2XB, 1� 1'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/I6' TAPOONS DOORCABMG (MR SWANK 812E .146 MIN HEAD SIZE -%" MIK EMBEDMENT I V4'J WITHIN S' OF EACH END 4 A'' O.C. MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANPACTUES DETAIL& NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.)DOOR JAMB TO BLOCK +1 1/2" /UILNDD1f TO BLOCK +1 1/2" 2X4, = SECURE TO BLOCK W/ 3A6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN &' OP EACH END 4 W OG. MAX SPACING 2X6. = NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.)DOOR JAMB TO BLOCK +1 1/2" /UILNDD1f TO BLOCK +1 1/2" 2X4, = SECURE TO BLOCK W/ 3A6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN &' OP EACH END 4 W OG. MAX SPACING 2X6. = SECURE TO BLOCK W/(2) I' TAPCONS MIN SHANK SIZE 10 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1,149 WITHIN W OF EACH END S• CM2J 4 b' OL. MAX SPACRY. 1/2' DRYWALL 2X6: t2® SECURE TO BLOCK i'X4' 00) 3AW TAPCON6 P.T. NAILER (MN. SWANK 612E J46 1/16. OJSJ5. X 4' MIN MR HEAD SIZE J." MR EMBEDMENT 1 1/49 DOOR CASING WITHN S' OF EACH END 4 b' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANPACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +1 15/18" @ ND01/ TO BLOCK +1 15/18" 2X4, WE SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SWANK 812E J46 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 1149 WITHIN &' OF EACH END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6. ® CN OUTSIDE t SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPCON MR 1.1/4' (MIN 6HAU'K 812E J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MN. EMBEDMENT 1 1/49 WITHIN &' OF EACH END 6' CPU 4 IS' CO. MAX 6PACR16. 1/2' DRYWALL 2X&, ❑ SECURE TO BLOCK WK2) 3/16' TAPCONS P.T. NAILER (MR SHANK SIZE J45 DOOR CASING IMK HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN &' OF BAC44 SND DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIPACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" ��011 TO HLOCK +2 1/4" 2X4: = SECURE TO BLOCK UWJA6' TAPCONS (MIN SHANK SIZE 146 MIN HEAD SIZE 300 MIN. EI'95EDMEN7 1 1/49 "THIN S' OF EACH END 4 b' O.O. MAX SPACING. 2X6. SECURE TO BLOCK WK2) 3Ab' TAPCONS (MR SWANK SIZE J45 MIN. HEAD SIZE 300 MIR EMBEDMENT 1 1/4') WITHIN &' OF EACH END 4 b' O.C. MAX SPACINGS. 112' DRYWALL 2X6: 0100 SECURE TO BLOCK ❑ I'X4' W72) 3/W TAPCONB P.T. NAILER (MIN. SHANK SIZE .143 DOOR CASNG MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN &' OP EACH END 4 b' OIC. MAX a AC Wm- DOOR JAMB OR U040M ATTACW TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" rlalxnOw TO_er.nrr +a" 2X4, _ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN 6WAK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN &' 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 WK2) 3/16' TAPCON& 3/16' TAPCCN MIN. 1-1/4' (MIN. 814AW SIZE J46 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MINI EMBEDMENT 1 1/4') &, CM WITHIN S' OF EACH END 4 b' O&. MAX &PACING. 1/2' DRYWALL 2X&, ® ❑ 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MIN. SHRANK SIZE J4S MR! HEAD SIZE 900 MIN. EMBEDMENT 1 1/4.) WITHIN V OF EACH END 4 b' OL MAX BPACRUG. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') iND 2X SECURE STRUCTURAL MEMBER WK2)Od WITHIN a' OF EACH END 1 6' TO &' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" i1RWJ TO Aifl[:K a.A" 2X4: _ SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN &' OF EACH END 4 b' O.C. MAX SPACING. 2X6: = SECURE TO BLOCK WK2) V4' TAPO" (MIN. SHANK SIZE J45 MIN, HEAD 812E 300 MIN EMBEDMENT 1 1/41) WITHIN &' OF EACH END 4 b' O.O. MAX 6PACING. 2X&, 1:® SECURE TO BLOCK WIM I/4' TAPCONS (MIN. SHANK 812E J46 MIN. HEAD 812E 300 MR EMBEDMENT 1 1/4•) WITHIN a' OF EACH END 4 IS• O.C. MAX SPACING. &' CMU ❑ 1/2' DRYWALL I'X4' P.T. NAILER lA6' O.6J& X 4' MIN. —DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIPACTURE8 DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/18" `��OII TO BLOCK +9 7/18" 2X4, _ SECURE TO 15LOCK W/ 1/4' TAIPCONS (MIN SHANK SIZE J45 MIN HEAD SIZE 300 MIL EMBEDMENT I V4') WITHIN &' OF EACH END 4 16' O.C. MAX 6PACING. 2X6, SECURE TO BLOCK WK2) I/4' TAPCGNB MIN 6WANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 b' OC. MAX SPACING. 2X&, cm SECURE TO BLOCK WK2) 1/4' TAPCONB (MIN SHANK 612E J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 V47 WITHIN &' OF EACH END 4 16' CO. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STR)CTURAL SAW TAPCON MR 1-114' EMBEDMENT INTO BLOCK LJ &' CMU 1/2' DRYWALL ❑ 1P.TT.. NAILER I' P.T. X 4' MIN. IL�JI� DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MA WACTUR 6 DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" N OW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 Mti i y 0 W W WE O $U13DIV. 00 LOT: ABBOTT PARK LOT #26 BLK. #7 PROJECT* 04181.000-26071 MODEL: 4EBB "1828-CALI" GARAGE STfMG: LEFT PAGE: DETAILS 160 MPH EXP. C 1 SCALE: 1/4"=1'-0" sIiE CT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F5CR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 21496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16S03.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MIWINDOWS&DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 2395S.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395S.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 239S6.S THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 3S216.1 OWENS CORNING- RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 1Z/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7t11 EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 .1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 soil M ` R yyapp ww SVJeDn► & 2AT: ABBOTT PARK LOT #26 BLK. #7 PROJZCT# 04181.000-26071 MODEZ1 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH C INSTALL FASTENERS (CLIPS; NOTE, STRAPS, STAPLES) AS APPROVED BUILDING WRAP REOUIRED TO SECURE SMALL BE LAPPED A MINIMUM Cle PIPE/ WIRE TO FRA'ING 6' 4 VERTICAL LAPS (ROLL ENDS) 4 6' 4 HORIZONTAL LAPS. LLRD LAYER PI, ALL SEAMS NEED TO DE TAPED LATH VERTICAL LAP TO BE I• STUCCO WRAP WITH PORTIDER 61 EATHNG TAPE Ulm LAYER 12, FORTSIBER 77— BUILDING PAPER PREFORMED CONTROL JOINT / i -- \ J' TWI PLASTER COAT CEMENT / \ METAL LATH FLANGE OF CONTROL JOINTS T i'xi' SELF -ADHERING MEMBRANE F FBE L WIRED TIED TO LATH 4 9' F WRD LAYER 4, FORTS76ER LASHING OVER 4'x4' / SELF -ADHERING MEMBRANE O.C. MAX (VERTA NOTE1. DO BUILDING PAPER FLASMNG 'HOUSEgBA.OVER APPROVED NOT FASTEN CONTROL JOINT TO / r nN LM. nerAL LArw \ &E . 1441 N. RONALD REAGAN BLVD. WALL EVEN IF STUD EXISTS PLASN6G To EXTEND ONTO PIPE LONGWOOD, FL 32750 06YCPD EXCEPT STAPLES V APPROVED METAL LATH PH: 407-774-60TS W LEG MAY DE USED TO TEMP. FASTENED 41' (VERT.)OG. MAX �( X X X I 4'x4' SELF -ADHERING MEMBRANE FAX: 407.774-4078 SECURE CONTROL JOINT AT SUPPORTS X X X FLASMNG OVER APPROVED DURING INSTALLATION � AA N: 0003325 WIND LAYER PI, HOUSE WRAP.www.abdesigngroup.com PLASHING TO EXTEFID OMO PEPE FASTENERS TO DE SPACED STUCCO WRAP t METAL LATH • 1' 0C, MAX VERTICALLY WOOD SHEATHING WRD LAYER PI, i' THICK 3 CART CET'ENT %' COAT. DEAD of SEALANT I STUCCO 1URA• I PLASTER INCUA STALL APPROVED MOUBSAP AIR METAL LATH INFILTRATION BARRIER OVER c^ 'y' r• nN ► R r / I Ulm LAYER 4, FORTIFIGER Ulm LAYER •2, F'OIFTIPIBER BUILDING PAPER ELASTOMERIG COATING OVER STUCCO/ BUILDNG PAPER O.Y. FINISH (SEE TYP WALL SECTION) i'Top I bsr ma LATH SHALL NOTN DE CONTINUOUS s•rov WOOD 61411 G SECTION R I' �Eicu�rr TMIS/OIYNI CONTRO uses poNand cement plaster JONTS 00 SMALBE shell oomdT:U,tl1e eppaceaon STOPPED AD requiramenta of ASTM C 92&ieb. TIED AT EACH SI PER ASTM CWP63 PROVIDE 2X4 DLCCKNG r nm LATN NOTE, PLACED FLAT MAX 6' TO S' / FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRICTUR'4L STUD LAE 2 Lan A• OVER ALL LAP In.mllaUon of exterior lathing and framing 11 ASTM comply With anWithASTM C 1063 9., or FASTENERS FOR LATN TO DE NAILS OR— i BCALE, 1 STAPLES IN COMPLIANCE W/ASTM CI063 2. WIRE TIES TO DE (NO. 10) 00415* UaRE 3. WALL STUDS IAA MAY BNOIIN MAY DEN ADDITION/ 3. W ALL W.STUDS PER \ 6 PLAN VERTICAL LATH 4Sr4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W) MOUSE q. uItAPP MATERIAL) OVER APPROVED HOUSE WRAP R agg}y�Qd��� & PAPER DETAIL FLASHING rO ExrEND aNTO PIP! WOOD &TUDB I. OR LEBa PIPEx.� 6'x6' SELF-ADNERNG MEMBRANE PENETRATION ..{ i FLASHIFY.s (COMPATIBLE W/ HOUSE URAP MATERIAL) OVER 4•x4' NOTE, SHEATHING SELF -ADHERING MEI'IBRN'E SIDE LAPS OF METAL \`; FLASHING OVER APPROVED PLASTER BASE& SMALL 4 �h 1 HOUSE WRAP. O"M" TYPE CONTROL JOINT THEY SMALL TIED PLA6MIlef� TO FSXTeaD anTO PPE TO WUILDINd FRAMING MEMBERS. PAPER r• nN .. U Lar � � N BETWEEN SUPPORTS W! WITH 0,111 . (121-MM) STUCCO A' LAP a LArw CUT AND OVERLAP ONE BIDE OF i WIRE AT INTERVALS NOT I• LAP . PAPER BELF-ADHERING MEMBRANE MORE THAN S' (22a-MM). FLASHY CUT AND OVERLAP ONE SIDE OF Q AS PER ASTM CW63. STEP �I SELF-ADMERING MEMBRANE O L—NBdIO.-A O LFOLDN1LND. R.A X1.41._6 FLASHING p FaD L CAA" . in. & NFL � ■A ® ® ®KICKOUT �L ��TE� HORIZONTAL LATH PIPE PENETRATION DETAIL (FR)4ME) DETAIL MAY WE PATCHED & PAPER DETAIL (j�11 WA40LW WRAP TAPE N.T.S. PER MANUF. Willi OR FOLD PEEL 4 STICK AY 4;� WOOD SHEATI-IING OL roLD N LMD . ® L FOLD NUAIp . Pc A OR CMU FT. A a.Cleli.FT. ° WR5 LAYER M, ' `a' 411 Pr' ° a. mAu . Pr. c STUCCO WRAP (FRAME ONLY) 0 POL.D TOUCH" R. C O R. 910TTOn RANGE THICK, 3 COAT CEMENT PLACEMENT TER ASTER), VY) GOAT LEGEND CEMENT PLASTER (CMU) �� "° METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER DRAINAGE PLANE (WR5 L T� ROQF/WALSCREED R•ANW �T—MT,,,, LAYER #1, STUCCO WRAP) "AL. FOLD. Q2 pTHIM COAT CEW.MENT Z - 5'X5' 'L' TYPE CONTINUOUSMASTER�WR5 LAYER *2 IFORTIFISER —' —' —'— ce'rtPLAWMA(CFAQ Z NAIL O ROOF DECK NOT BUILDING PAPER) Ulm LAYER 4, FORTIPIBER L WALL SHEATHING) BUILDING PAPER O.M T! OIA.Y, WRe LAYER4 r+ CAP SHINGLE - DO NOT NAIL, METAL LATH —X—X &Tueeo weAPrnw a waY, INSTALL WITH ROOF CEMENT fABBOTT VSD><v, ere LOT: PARKLOT #26BLK. #7ROJECT* 04181.000-26071 MODEU 4EBB "1828—CALI" GARAGE SVMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH UP. C LAP LAYEM o OYl.DN6 W W' OV1Et rerun RAH44 ATOP STUCCO RaAm OR cm �� ROOF CEMENT WOOD OR -i/1611 ZIP WALL 4YaHLLRAJ N4 � ROOF PER ELEVATIONS SHEATHING �1 5ELF-ADHE51VE FLASHING NOTE: METAL LATH: LATH TO 5E PER SECTION Ho 'ILrtollia`RLA"IN' —'"°O""2.QL`°"°°R R-1m3.11 / ASTM C-64-1-14a, MIN. 2.5 L55. P .«DER DD Hcr err., 8/14/21 Mli "UT anew" Roopm 4I aF�NS AT l TxQ OOP 114 Q A PER 5Q. YARD (UTILITY OR NOMINAL DATE` oRP Eoaa OvE1RAP 1'SCALE: 1/4"=1'-0" Marc La. an�m F-SCI'AMYLATH DOES NOT MEET SPECIFICATIONS) ISHEET "`A""°� NL (�)­ L" FLASHING��r /�N.T.S. tl tl ri INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDES) AND BOTTOM FINISH FLA14ES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION BEOUENCE aF FLASHING TO BE, OVER TOP a SIDES I. BOTTOM. 2. SIDES, 3. TOP XII : VENT CAP IS TO BE SET IN BED SELF{ WOOD SHEATHING M SIDES ONLY. SEALANOF SEALANT AT TOP TIIB To BE FmL�ASHING ' WRB LAYER "IUIT, I TOOLED SO AS TO DEFLECT STUCCO WRAP WATER AWAY FROM JOINTS.1441 N. RONALD REAGAN BLVD. x E-Z BEAD ALL AROUND PREMANUF. DRYER LONGWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN WR5 LAYER "2, FORTIFIBER FAX: 407774.4078 is JOINTS AND INTERSECTIONS CONT. SEALANT) IBUILDING PAPER www.abdeslgngroup.com APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO AA#:0003326 ' ON ALL BIDES. Y4 CAULKING ,JOINT ALL AROUND SEALANT a TOP < SIDES THICK, 3 COAT CEMENT WOOD SHEATHING PER SECTION R 03.7 PLASTER LAYER -1, I Exteft lathing and plRssterino STUCCO WRAP BACKER ROD Exterior use of Portland cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) T LAYER Q, FORTIFIBER _ BUILDfNG PAPER - requirements of ASTM C 926-18b. X: la' SCREED METAL LATH METAL X: Installation of exterior lathing and framing WooDRIrMle uJ00DD CONSTCTION shall comply with ASTM C 1063-19a, or ASTM 1787. 6' SELF-ADHESIVE FASTEN TO WOOD STMACTURAL WRB LAYER -1, FLASHING a, U MEMBER T' O.G MAX STUCCO WRAP :: HOODED VENT BUILDING PAPER WOOD FRAMED W roK MID -WALL THICK, 3 COAT CEMENT ovER'QUI_ _ _ FLASH' I- —1 WALL 1 C6_O f4`OC6_ PLASTER METAL LATH — HORIZONTAL WEEP SCREED ( FRAME TO FRAME) WRS LAYER a, FORTIFIBER PIPE THRWCsH�\� WALL .' WIDE STRIP SELF BUILDING PAPER '\ _n,. ADHESIVE FLASFIW-s, CLEAN WOOD SHEATHWG MASONRY BEFORE APPLYING \ . � r.—.\ TEXTURED 0 , WOOD SHEATHING MEMBRANE FLASHING I I OVER BOX AND OVER W 1WDE STRIP SELF APPROVED WR5 ADHESIVE PLASHING, CLEAN LAYER fl MASONRY BEFOREAPPLYING STEP #1 STEP #2 Z FLASHING ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD NouWR�AP STONE VENEER OVER acRATCFI COAT VERIFY LOCATION BELOW WR5 LAYER h, STUCCO WRAP HORIZONTAL WEEP SCREED • APPLY STUCCO SCRATCH GOAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. CUT SUCH THAT NO MEMBRANE ENTERS BOX, 9 - to APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING MEMBRANE FLASHING STONE VENEER METER APPLY TO SELF-AERING (FRAME TO BLOCKZ EDGE EDGE FLASHING OVER FLASHING OVER CAVITY TO 5E FILLED WITH RIGID POLYMERIC J APROVED HOUSEWRAP ISOCYANOTE-POLY5LEND FOAM WRB LAYER 12, FORTIP15ER LEGEND ('GREAT STUFF' OR SIMILAR) BUILDING PAPER STEP #3 &TEF #4 DRAINAGE PLANE (WR5 BASE SEALANT�A�T POINT LAYER •1 STUCCO WRAP) THAT ELEC WIRE PENETRATES e aUSDIV & LOT ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 MODEIA 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 APH ER. C WR5 LAYER 02 (FORTIFI5ER - - - - - COASTOMTINGG OVER BUILDING PAPER) AREA TO RECEIVE STUCCO/C.V,FINISH STUCCO SCRATCH GOAT APPLY E-Z BEAD • ••e.o.o gSEE)IGAL WALL METAL LATH x—x—x—x a I COAT OF PAINT U1/BACK- OVER em MIN ROLL PRIOR TO GRADE ' E METAL LATH STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH SEALANT AT ALL WOOD OR/Ifo" ZIP WALL COAT LARGER THAN THE ELEC. JOINTS AND .I METER CAN OR METER CAN INTERSECTIONS SHEATHING ® COM50 OR METER CAN AND LF �j 23 SELF-ADHESIVE FLASHING - - - - - DISCONNECT 11O°07 NOTE: DA 6/14/91 METAL LATH: LATH TO 5E PER SECTION OQ ELECTRICAL CONDUIT STEP #5 STEP #(o 91CAIX:1/4"=1'-0" R103.1.1 / ASTM C-541-14a, MIN. 2.5 L55. U PENETRATION PER SQ. YARD (UTILITY OR NOMINAL SHEET DOES NOT MEET SPECIFICATIONS) ELECTRICAL RECEPTACLE WA2 IF WOOD SHEATHING EXT. WOOD FRN'1F L WRB LAYER M, SUB -FLOOR OECKMD STUCCO WRAP COLUMN SHEATHING WEATHER RESISTIVE WOOD WRB LAYER R, FORTIFIBER PRE-ENb'D TRUSS BARRIER N CONSTRUCTION BUILDING PAPER t WEATHER RESISTIVE WEATHER RESISTIVE •t HAT CHANNEL }' THICK 3 COAT CEMENT DWE ARR M BARRIER ' TYPE 'X' DRYWALL PLASTER WEATHER RESISTIVE b' OAF. \ 6' SAP. •TOP OF WEEP SCREED BARRIER -2 TO SHEATHING BEHIND WEEP SCREED i' THICK 3 COAT ca•IENr� RIEg �y PEEL 4 STICK WOOD SHEATHING PLASTER C I x)'x3' 'L' FLASHNG �`� 4• POSITIVE DRAIN METAL LATM FULLY EMBEDDED t� WEEP SCREED IN ROOF CEMENT WOOD dNEATNNG 1441 N. RONALD LONGWOOD, FL 32750 GAN LVD. WRB LAYER M i I Y)' X 3. 26 GA GALV. PH: 407-774Fi078 STUCCO WRAP `�`� METAL DRIP EDGE FAX: 407-77-78 }' THICK 3 COAT CEMENT ' �` SET IN FULL BED OF Yi GAP FOR BACKER www.abdesigngroup.com PLASTER EXTERIOR GRADE ROD 4 SEALANT SEALANT, ' MIN AA #: 0003325 ` 6' SELF-ADHEREING DRY WALL SSE FROM DRIP BATHER RESISTIVE ' FLASHING WRAPPED TO TFMA-= • TOP OF WEEP SCREED TO SHEATHWG BELOW 1' THICK 3 COAT CEMENT a• POSITIVE �DRRI vW�tt r RR et=m _-. —_ VINYL CASING BEAD I- -' bt BARRIER "1 WEATHER RESISTIVE ' • \ WATER PROOFI 1 BARRIER 7 WRB LAYER'M, STUCCO WRAP Np CAP W PIELD VINYL CASING m �— (SHOWN FOR CLARIFICATION OP SEPARATE ACCE880RIES ONLY) LAYER (2 LAYER PEEL ' " 4 STICK) EXTERIOR COLUMN COLUMN SHEATHING L E G E N D i �.• a •, WRB LAYER R, FORTIFIBER i' SAF. - - ____ m i BUILDING PAPER PEEL 4 STICK 06'x3' 'L• FLASHING DRAINAGE PLANE (WRB <' t b' SELF-ADHEREING EllVER ® FLOOR FULLY EMBEDDED IN RooFCEME +r LAYER *I, STUCCO WRAP) WRB LAYER "I, 1 K' X 3' 26 GA GALV. STUCCO WRAP, •FLASHING ORN OF CANTILE METAL DRIP EDGE WRB LAYER *2 (FORTIFIBER ...... —' — AMICO AI.166-WFW=-1w G18TDM cA,S1NG BEAD 12 WEEP PEEP W SCREED SC A N T I LE VE R DRIP u' P.T. OR SIMULATED 1 WOOD WOOD (TREX) FILLER SET W FULL BED aF ,y ,gptT, k' MIN SPACE FROM DRIP BUILD ING's PAPER) EDGE CONTINUOUS TO __ ____ __. Y: GAP FOR SEALANT I VWYE C 6I BEAD METAL LATH x—x—x—x NO GAP M FIELD OPT. BACKER ROD. WATER PROOFING let FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 30X V 26 GA GALV. PINION LAYER (2 LAYER METAL DRIP EDGE MODIFIED -he(BLOWN RESILIENT LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO CASING BEAD PEEL 4 STICK) SET IN FULL BED OF HA HOT CHANNEL BALCONY DECK TO DTL ® CANT STICK " SE ANTS DRIP BTIGC •DRIP VINYL CASING BEAD CANTILEVER }' THICK, 3 GOAT CEMENT WOOD OR-f/I�o" ZIP WALL 6 10 A EDGE TO FACE TO TMX PLASTER SHEATHING SCALE: 1 1/2' • I'-(L' DECK 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEAT141NG SELF-ADHESIVE FLASHING — — — — — X4 GAP FOR BACKER FINISH NOTE: 1NX1 % P.T. OR BII•AILATED ROD 4 SEALANT 4' POSITIVE DRAIN METAL LATH: LATH TO BE PER SECTION WOOD (TREX)FILLER. UOUS } THICK 3 COAT CEMENT LCEP Al CCFI7 CONTINVINYL cAeWG BEAD PLASTER FIELDCAP IN WATER PROOFING bt , WEATHER RESISTIVE VINYL .CORNER BEAD (SFIOWN FOR CLARIFICATION OF W R�m3.-1.1 / ASTM C-84'I -1a, MIN. 2.5 LBS. LAYER (2 LAYER PEEL 4 I, 5 BARRIER VINYL CASING SAD SEPARATE ACCESSORIES ONLY) PER SQ. YARD (UTILITY OR NOMINAL BALCONY DECKPPED O BARRIWEATHER RESISTIVE i BALCONY DECK TO BARRIER R CANTILEVER BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) 6'PEEL 4STICK . 110EDGE INSTALLATION ® COLUMN = DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP 8UD FLOOR EDG(W/" L" FLASHING) WOOD CONSTRICTION ®® E 3' x 3. 26 GA GALV. SCALE: NrS METAL DRIP EDGE WOOD SHEATHING SET IN RILL BED OF WEATHER RESISTIVE 000 is P.T. OR 6111LATE SEALANT,)!' MIN % i BARRIER -1 WOOD (TREx)FILLER SPACE FROM GRIP WRB LAYER h, 4 RESILIENT FACE TO TREX STUCCO WRAP WEATHER RESISTIVE CONTINUOUS2x FRAMING MEMBER AT CHANNEL BARRIER -2 X' GAP FOR BA'CKE ROD 4 SEALANT WATER PROOFING let }' THICK 3 COAT CEMENT : q� WOOD SHEATHING BE VINYL CASING AD FINISH LAYER (2 LAYER PEEL 4 STICK) LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM PLASTER WRB LAYER •2, FORTIFIBER }' THICK, 3 COAT CEMENT K 3/4 RESILIENT BALCONY DECK TO 2 1/2• BUILDING PAPER ; PLASTER HAT CHANNEL CANTILEVER }' THICK 3 COAT CEMENT FASTENED TO SHEATHING ° WRB LAYER 01, 5/8, TYPE 'X' DRYWALL METAL LATH YbXL lk PLASTER • T• OL. MAX. C METAL LATH =. i i STUCCO WRAP W/TEXTURED 4 PAINTED WOOD SHEATHING METAL LATH FINISH }' THICK 3 COAT CEMENT (2) 2x12 HEADER S/S' TYPE W DRYWALL W/TEXTUMP 4 PANTED WOOD SHEATHING WEATHER RESISTIVE WRB LAYER R, STUCCO WRAP J' THICK, 3 GOAT CEMENT �'� �t i i WRB LAYER 02, FORTIFIBER PLASTER FINISH BARRIER M PLASTER ; BUILDING PAPER }' THICK 3 GOAT CEMENT WEATHER RESISTIVE BARRIER 4 4' POSITIVE DRAW ?z WOOD BNEATHRJG Fs'SELF-ADHERING ' METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAIN - nvvrs ai-eeen PLASTER n�•e oreeen - �'--- METAL LATH FLASHING t S �_ - __ VINYL CORNER BEAD �I �• THICK, 3 COAT CEMENT VMYL CASING DEAD Np GAP W RIELD WRB LAYER -2, FORTIFIBER ' \(EXPLODED FOR PLASTER VINYL CASINGSBEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF (SFIOIIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BUILDING PAPER ', VIEW CLARITY) 11D DRIP EDGE O SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 14A ORNER HEAD ® FRAME DRIP CAP \ \\ INSTALLATION WINDOW FLANGE WRB L R pi i WOOD CONSTRtlICITON STUCCO �I{\ RUIRAF : 2 1/2„ WEATHER RESISTIVE BARRIER M CORNER BEAD WRB LAYER 02, FORTIF15ER , -11 aysD>ty. M ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 MODEL: 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 JMPH EXF. C WEATHER RESISTIVE (FASTENER t SPACING A 1' O.C.) BUILDING PAPER BARRIER O METAL LATH VINYL CASING BEAD ' }' THICK 3 COAT CEMENTPLASTER 5/8' TYPE 'X• DRYWALL METAL LATH }• THICK, 3 GOAT CEMENT - 1 PLASTER W/TEXTURED 4 PANTED FLASHING Ugpp SHEATHING ' FINISH -ADHERING }' THICK 3 COAT CEMENT HEADER/DEAM GMU FFLASHING ` t PLASTER i 1/2' THICK, 2 COAT CEMENT A VINYL CORP. 4' DRIP CAP NO VINYL CORNER BEAD PLASTER APPLIED POS1rIVE DRAIN n �gw stCoeen DIRECTLY TO MASONRY VINYL CAGING EIEAD NO GAP IN FIELD WINDOW FLANGE D TNT 6/14/2191 (SHOWN FOR CLARIFICATION OF 8CALE: 1/4"=1'—O" SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD ® BLOCK 1 `J B CASING BEAD ® WINDOW OHEET @bRIP EDGE INSTALLATION ( FRAME, NO BAND) W ^ 3 WOOD SHEATHING WRB LAYER 9, STUCCO WRAP IWRB LAYER "2, FORTIP15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHING / VINYL ANGLED / CASING BEAD — DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER "I, STUCCO WRAP BUILDING PAPER WRB LAYER 02, FORTIF15ER I METAL LATH .!EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER •I, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, FORTIFIBE BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE ' CASING BEAD (9? WINDOW (15CF (FRAME, W/BAND) Yi C.AP TYP CASING BEAD IX TRIM MEMBER TO TRIM e STUCCO TO SIDING TRANSITION SIDING STUCCO }' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIESER BUILDING PAPER WOOD SHEATHING WRB LAYER 9, STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL a STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CI"TIOaGTION BEYOND WOOD SNEAT"ING — WEATHER RESISTIVE BARRIER WEATHER RESISTIVE — BARRIER 4 X?,pl Yy4LelOniG FLAGWINGAL AD"ERN6 STARTER STRIP— LAd11NG RMG DER RESISTIVE WEATHER RESISTIVE BARRIER 4 aALV'D METAL Z' FLAdIMG LQANQJ.L"­K OR uiboo �' MEMBER CAOM i \ I 'WaOD' FRMBE°R OR APPPRROVE KHG ALANT CASM \ SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION /� I a s I \ I �\ WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS, METAL LATH PER 50. YARD (UTILITY OR NOMINAL DOES NOT MEET SPECIFICATIONS) WRB LAYER 01,LATH STUCCO WRAP WOOD SHEATHING WRB LAYER -2, FORTIFIBER WOOD CGNSTRIXTION BEUIOOYOND FLASWM HER NG ESUILDING PAPER WRB LAYER 01, SI SHE / THICK 3 COAT CEMENT STUCCO WRAP MAT RESISTIVE �� 5WEATHER RESISTIVE MEATIER RESISTIVE ,' \ BARRIER' TO LAP PLASTER WEATHER RESISTIVE / \ 6'MK ABOVE TOP / t BARRIER -2 / OFWFLASHINGWRB LAYER #2, FORTIF15ER BUILDING PAPER BARRI"IER;Es1eT"'E VINYL ANGLED eELF-ADHERRIG \\ CASING BEAD : FL FLAdIMG / BARRIER IIEE818TIVE METAL LATH VINYL CASING BEAD STARTER STRIP 9' THICK, 3 COAT CEMENT GI _ I 'Z'FLASHMGA` (EXPLODED ORI ,;, VIEW FOR PLASTER \ / -� CLARITY) GALV'D METAL /� BEATI$R RESISTIVE .1 'Z' FLASHM6 BARRIER 9 TO LAP A TOP IBIY�X i t R oP YTRIM MEM \ e-2 BEm VMYL cASMG lY.' X b• SIMULATE° WOOD TRIM MENDER rlWib' FLEXIBLE PVC \ , BACKER ROD) \ / ' SELF-ADHERMG CASING BEAD ® RAISED WO-'°" \ I I �" 77r�.1 \`� �' AT J (FRAME) CEYEN TER OR APPROVED ` Sk���BAND �IER;EdSTIVE ea"eacR �deTIVE : I I/2'• I'-0' BEATHER RE616TIVE e•z eEm vMYL casnaG PVC BARRIER 4 rD QCER RODE SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME ewaIER9 �� TRANSITION 1 �7 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — J' THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH / a WINDOW FRAME .../_.._..—.......... —_...__.—,... ......,t WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WI LAYER 9, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING J MEMBER DETAIL BELOW EXPLODED FOR CLARITY Ya' GAP TYP ]' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER e2, FORTIFIBER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER 9, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP , EZ BEAD WINDOW CASING -1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ail 8 _< B k 0tIEL t o S ev E ae LOT ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 HODEL: 4EBB "1828-CALI" GARAGE 8111IIVG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 117 N ra DATE' B14 21 : / / SCALE: 1/4"=1'-0" 9HERT WA4 AVARABUE C E ULO BE TA13 N IN IE VEN PE LY L', S' ND I SHOAN IN 1' GALVANIZED SE-EEEPINOL IL IN ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE E USING I-W NNLS AT EACH COINER. NO CEMENT SEE APPLIED TO ALL SHINGLE EDGES NEAR THE HOULD w EDGE OPENING IN THE ROOF OUTER EDGE AND AROUND THE EMIRS PERIMETER AS RECpR.-n- INSEVERE NEAIHERCOASTAL SHEOUTTHE SIZETHE OPENING IN SHEATHING. SIZETIIE OPENING INACCORMNCENATHTHE CON.SRiUCTgJ ZONE3. CHARTV INTHE EVENTAMECHANICAL VENTFANIS USED, BIZERE THE VENT OPENING ACCORDANCE Vr1TN VENT FAN MANUFACNRE'S PIPING CONNECTON INS 1XINOCTIOFLS. 00 NOT CUT INTO TRUSSES ON RAFTERS Y•IB:N CUING THE OPENING IN THE ROOF. WINTERFERING SHINGLE NAILS AROUND THE �L PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SUM TOP ANO SIDE FLANGES OF THE VENTUP AND UNDER SHINGLE AUF BOTTpA VENTFIANGE9 TO LAY ON -,E.MTHE TOP INGLES. TOP G IF YI-- ROOF HOOD VENT DETAIL 1C E WS CUT NOWEWVAP AT 45' AINSLE I MODIFIED •1' CUT N HOGSEERAP LINE OF WINDOW Orwim \ APPROVED NOUSCYRAP OVER SHEATWM OVER WD STUD WALL STEP 1 NAILING FLANGE JAMBS EXTEND FLASHING MIN BELLOW ALL FLEXIBLE FLASNLNG Do NOT SEAL BOTTOM FIN STEP 6 FOLD -Le FOLD-IIP - BEC WOUBE~ (O TICK LAP IUND 4L HEJ1D POLO HOUSED N AT JA ES I SLOPE SILL R INSTALL S' SELF-ADHERStl FLASHM OVER VNYL HEAD FLA6WM (WTH END CAE) NAILING FLANGE FLADWNS P MIN BEYOND JAMB FLASHING INSTALL VINYL' OAP PIPE MID OVER FLANGE ALIGN FLASHING dV INT. EDGE OF ALL MO. FW WSCALLY FASTEN PAHID EDGM. (CAP NAILS, STAPLES) INSTALL DUPONT FLEX~ AS n PLAS14M AT TIM FOLD HOUSHWRAP DOM . TAPE DIAGONAL CUT ACROSS HEAD a WINDoW PLUMBING VENT DETAILS SCALE'FITS IITLY ♦' IF SEALAN AMBB ANC IPPLY TO ANDPL NA LANCE N 'IRE-PU NCI IOLAS OR INSTALL S• WIDE AOMBIVE - SACKED FLEXIBLE PLASHING MATERIAL OVER DRIP CAP JOINT(PROTECTO-GRIN BT-2SXL w EOAV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 1 ( FULL WRAP) SCALE: NTS STEP 9 OVERJONT 38' INTO 1 VALLEYI SOI OR HEAVVIEERR FELT UNDERLAYMENT ASPHALT ROOFING CEMENT NO FASTNERS W N 60F CENTERLINE XTRA F HI NERS IN END OF SHINGLE XTEND END SHINGLE AT LEAST1 'BEYOND VALLEY CENTERUNE 1' CLIPPED OFF WRNER AT 45 DEGREE, SHINGLES -ED I BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL E' INTO APPLY OBI wu (O EQUAL) WALANT 4 WMOoulom JONr. FLUID APPLIED BASHING (LANCO WHITE -SEAL RC -SS OR EOJALA SLOPE SILL TO EX L IT IS THE CCNTACTORS RESFONSBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDNG NOUINSRAP, SEALANTS .SELF -ADHERING FLASHING MATERIALS USED DIRSY CQMTRICTICK 2. INSTALL ALL MATERIALS PER MAMPACT1EQR8 WRITTEN SPECIFICATIONS WARINd,SEALANTS MAY REACT ADVERSELY IF NOT ATISLE CLIEEAN AND SEAL JAMS TO SILL JOINTS WITH DOW HISS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRISION BELOW THE WINDOW OPENING NQm SEAL INTERIOR PERIMETER of WINDOW WITH SEALANT L IT IS THE CONTACTORS RESPONSiBILTY TO VERIFY THE COMPATIBILITY OF ALL PIROOIICM NCLJICIM SEALANTS N SELF -ADZE RM FLASHING MATERIALS USED OURING CONSTRICTION. 2. PLASHING AT EXTERIOR UW,OOWS AND DOOR OPENEYiB SHALL BE NBTALLED N ACCORDANCE WITH MANFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FBC RTSSA U N ACCORDANCE BATH FENESTRATION MAMFACTLMM6 NSTALLATION AMC) PLASHING NSTRICTIONS. BIAR N& SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NT6 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003326 O � a avalmrv. ae LoT ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 MODEIA 4EBB "1828-CALI" GARAGE ISWINIG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 11 --ems NO 0 PRINT 6 14 21 DATE: / / SCALE: 1/4"=1'-0" 811MET WA5 / \ 1 1/8' TEXTURED V09 FINISH * WOOD, .. .'. -- — ._.-i---------- i / 2x& SUB-BANb 1/2' TEXTURED FINISH • CMU117 x x x x ' W/I'x4' NOTCH a ) METAL LATH x x x x x r --- ----- \, END, WRAPPED IN PEEL 4 STICK METAL. WRAP fi I{ WOOD SHEATHINCs OR cm x x WRB LAYER ^, x x x x x x I I° — DRIP EDGE 1� STUCCO WRAP(FRAME ONLY? x x x x x x x x x x x x E -- -- --- I WRB LAYER 4, FORTIFIBER BUILDING PAPER x x x x x x x x x x x x x FRAME OR CMU I 1 1/S" l/S' TEXTURED I FINISH tv WOOD I �� 2x6 SUD SAND __. (FRAME ONLY) ROOFING CEMENT x x x x x x x x x x x x x .% x x x x x x x x x x x FELT PAPER 1/2' TEXTURED i a FINISH m CMU �� x x x x x x x x x x i l a�; DRIP EDGE x x x x x x x x x x DRIP EDGE \� x x x x x x x x (REFERENCE POINT \� METAL FASCIA WRAP Ya' FROM �� ©PL,4� METAL KICK OUT x x x x x ONLY FOR WALL OFF �\ ----- - STUCCO, 11 FROM <'- WOOD WALL ; -' ,,-= SET OF COMPONENTS) a EXTERIOR WALL METAL FLASHING, WRAPPED r� (FRAME OR CMU) i MIN.Y4' ABOVE BOTTOM OF DRIP EDGE \\\ \� NOTE: NOTCH FOR 2X6 \\ SUB SAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND \ FOR CLARITY R W / 'x4' NOTCH A END, WRAPPED IN ROOF DECK (BEYOND) PEEL 4 STICK _0 \\`DRIP ROOF CEMENT A \ EDGE, I' OFF WALL NOT INTO STUCCO) ROOF EDGE OMITTED FOR \\ I CLARITY \ \\\�\ 11/8' TEXTURED FINISH 0 1/2' TEXTURED ,WOOD, SUB BAND DETAIL Ca? WALL FINISH 9 CMU / 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK (Z)ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/I4"x4' NOTCH tv END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) xxx x x x x x x x x x x ., x x x x x x x x x x x x x x x x x x x x x x x x x x x . x x SUB BAND DETAIL C9) WALL W/KICK—OUT kME OR CMU .L KICK -OUT FLASHING 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/I4'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 J 8 o 9UDDIV. to LOT: ABBOTT PARK LOT #26 BLK. #7 PROJECT* 04181.000-26071 MODEL: 4EBB "1828-CALI" GARAGE SWING.: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 28'-8" 11'-0" 3'-4" 15'-10" 9'-6" 9'-8" ,,4„ 3'-6" 36'-2" TOP OF `.Q SLAB " — 1 — — — — FM-12X12 FM-12X18 — IA 9 4" CONC `- :0 1.1 SLAB a `51 F-24X24J +- a r 3 1 /2" N g \ 10 .I \ EXTEND FM-12X18 1 SLAB 1 1/2" 4" PVC 1.1 1 'CHASE 1A I \ I \�0101,I ` \ - TOP OF SLAB I\ N \ \\ \ I \\ I • \\\ i ``\` N1 ` I L---- TE1 I I. ,$ 5 1/2" ( I 4 17'-8" 2'-8" 1 I 3 0 5 I I 4 I I. IN N I I� N � „ I SIM. EXTEND 1 • 2 1A SLAB 11/2" 1.1 ---_ 1,1 1.1 FM-12X18 m Iw ri 4" CONC. — . . Ig W SLAB , I SIM. 51 3'-6 1/2' I IN a *31/ " I . -7 1/2" b 11 aP i �.12 1 1A 1 FMG12X18 — — FM-12XiB ~ — — — — — — 4 F L 1.1 1.1 FM-12X18 — — — — — 0 4 1.1 1.1 2'-8" i6'-0" 2'-8" 3'-10" 10'-2" 4'-4" 14'-0" 2 V-4" 39'-8" 3oIiP1R I �lMI:C91MM 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'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" 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.EIINDICATES #5 BAR, OINDICATES #6 BAR,1111111NDICATES #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", 06 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' - 's FM-12x12 12, CONTINUOUS tz' - (2)#5's FM-1208 12, CONTINUOUS 18" - (2)#5's FM-16.18 16" CONTINUOUS 19, - O Ws FMC-12x18 12, CONTINUOUS 16' - l) s VARIES 724x24 4' 24" 1 s s (-)0"4-' FOUNDATION PLAN SCALE: 1/4" = 1'-0" Im IN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774, 078 www.abdesigngroup.com AA #: 0003326 x ha Pi a o 0. a � HU13DM de LOT: ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 MODEI,c 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C MIN. EACH WAY THIC FOOTING , STEEL REINFORCING IN GROUTED i� STEEL REINFORCING IN GROUTED �TSPACING tFi CELL SEE PLAN FOR SIZE AND REQUIREMENTS 5 CELL SEE PLAN FOR SIZE AND REQUIREMENTSACING , GARAGE DOOR rc` RECESS m °, o m 8" CMU WALL 8" CMU WALL ///''��� , 1 CORNER BARS, SAME SIZE AS LARGER BAR w w i e• +- 0'-0" l FOUNDATION WITH 30" LEG EACH ° ,I I � y y WAY AT ALL CHANGES IN DIRECTIONS W TOP OF SLAB • TOP OF SLAB (,.>° SO THAT THE STEEL REINF. IS CONTINUOUS it • ,I MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. " CHAMFER (1STORY) 18' EXT. PORCH SLABWANIOSARQUANITTY ' EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE I ° ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET — AT ELEV. W/ 12" ISOLATION CHAMFER (2-STORY) JOINT(WHERE #4 44"W/12" �� ISOLATION ° 4" CHAMFER (1STORY) 6"CHAMFER(2-STORY)APPLICABLE) SCHEDULE #5 30' JOINT(WHEREiEE APPLICABLE) a SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING R WxD, BAR sIZE #6 36' FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO-FOOTINGMONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" n 2 @ GARAGE SCALE:34"=1'-0 (—,`-,,.CORNER BARS DETAIL 4 DOOR OPENING SCALE: 314"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL S 8" CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON m #4 REBAR @24•' O.C. @ CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT g SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 0 o si 2x4 OR 2,6 WOOD BEARING PROVIDE BLOCKING 60� 5' I WALL W/SYP I 7' CAPPED NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE 8T. PLATE TO SLAB W/ _ GALVANIZED PIPE SECURED W/2- PART SPACING. SINGLE BTM. PLATE 1/7Sc9•' WEDGE ANCHOR W/ 7' W/FLANGE 0 BASE 0 a EPDXY. IN. EMBED S I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. 1fi" OC }� 5 FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. 4" CONC., REINF. W/ SPECIFICATIONS FOR USE AND BTM AND TOP p 6W"#10 WWM ON ANCHORS W/ Odx 1E 12" 6-MIL POLY ETHYLENE L SECURE FLANGE TO w _ PREPARATION OF 4 4• COMMON NAILS FILL ALL u - _ VAPOR BARRIER N SLAB W/(4) 111V X 21/4•' Z HOLE. HOLES, DO NOT USE 10tl , II 7•-0' , WELL -COMPACTED TAPCONS z 3" CHEDULE CLEAN FILL TERMITE T 1 �QO} TREATMENT SHALL BE a - f5L��51LABS 4 BORA-CARE TOP OF SLAB (2) CONT. #4 REBAR 4" CHAMFER (1STORY) n 6" CHAMFER (2STORY) (2) #5 REBAR ON CHAIRS17'MIN. =A2D DEPTH INTO a2,000 PSF VIRGIN SOIL OR 95% COMPACTEDSOIL VULE IRGIN OR ENGINEERED SOIL SIZE SLAB HEIGHT LESS THAN 3'-6" PER PLAN 5 ADDING BAR TO TITY EXTERIOR MONO DEEP SQALE:3/4„=,•-D" MONOLITHIC FOUNDATION R CURB FOUNDATION WOOD WALL 6 (DNI�TLE: 3/4"=l'-0"(W/ UPLIFT) FOOTING W/ BLOCK WALL SCALE 3/4"=1'-D' SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT J� 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 BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2 PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10tl MASONRY NAIL NAIL 16" O/C STAGGERED. PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Q rc ADDITIONAL METAL ADDITIONAL METAL O w CONNECTORS NOT CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. — +- POURED LINTEL CONT. (TYP.) h 8" CMU FILLED CELL (TYR) TOP OF SLAB}0': LAB rc SEE SLAB SCHEDULE > SEE SLAB SCHEDULE .I• 2X WALL FRAMING +- 0'-0" SEE SLAB SCHEDULE 10 DIA SIMPSON STB2 BOLTS 5" TOP OF SLAB +-0'-0" ? e "ISOLATED' MINIMUM EMBEDMENT INTO _ �_ TOP OF SLAB g COLUMN PAD to CENTERED UNDER WALL AND GROUTED CELL, 4" FROM ENDS AND le, O.C. VERTICALLY MAX • • __ -fin • •- • POURED MONOLITHICALLY WITH ii ° # !- , FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WAD, BAR SIZE FOR WxQ BAR SIZE ./ AND BAR QUANTITY EQEQ. . SEE SCHEDULE AND BAR QUANTITY li ,AL FOR MID, BAR SIZE a AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" $ (NO UPLIFT) j9)..ALE: _'-0' (NO UPLIFT) 10 SCALE: 3/4"=1'-0 11 SCALE:34"=1'-0' 1 N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngrou p.com AA #: 0003325 0. dd 6 9U13DIV. & I,OT: ABBOTT PARK LOT #26 BLK. #7 PROJECT* 04181.000-26071 UODEL• 4EBB °1828-CALI" GARAGE SKIING: LEFT PAGE: DETAILS 160 MPH . C 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA X: 0003325 � g 6 pppa ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 MODELa 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH IV. C DOWEL PLAN SCALE: 1 /4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ tD. GROUTEDBONDEAM - VARIES PER ELEV. e 1441 N f . RONALD REAGAN BLVD. < as LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407.774-4078 www.abdealgngrouP.cwn AA S: 0003325 i!6 BARS e• CLEAN OUT REQUIRED FOR INSPECTION b S 0'-0" FIN. FUR. • TIE ERTICAL REBAR TO 4 FE REBAR W/ 1a' HOOK REBAR 11WHL Qp A 1 1 BAR SIZE 148 BAR DIA.* k3 2 24 #4 CMU UNIT DIMENSIONS 6� ARE NOMINAL SIZES q6 301, O MASONRY SYMBOLS HORIZONTALNERTICAL 3 SCALE: 3/4•'=1'-0" N REINFORCING 4 f SCALE. 3/4"=1'-0" STEEL REINFORCING IN GROUTED f CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS w b i 8" CMU WALL TOP OF SLAB _ a TOP OF SLAB EXT. PORCH SLAB < SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) BAR SIZE 48 BAR DIA. " i `a M c W/ 1/2' ISOLATION 6"CHAMFER (2-STORY) #3 18 , <j JOINT (WHERE #4 j 24 APPLICABLE) MATCH STEEL #6 30' 6" PVC CHASE N REINFORCEMENT PER SCHEDULE 6" PVC CHASET R FOOTING auBDm at OT: ABBOTT PARK LOT #26 BLK. #7 PROJECT* 04181.000-26071 MODELe 4EBB "1828-CALI" GARAGE OVaNG: LEFT PAGE: DETAILS 160 MPH W. C L/ THRU FOOTING q7 42' H U MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR VwD, BAR SIZE `, PER SCHEDULE AND BAR QUANTITY PVC CHASE I. THRU FOOTING 4 SCALE'. 3/4"=1'A" DATE• 6/14/2 SCALE: 1/4-=1'-0- SHEET S1.2 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" 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. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, NTH WASHER C 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BM/SCHEDULE OTEL/T.O.A.=TOP INDICATES OPENING BELOW/T.O.B.=TOPO BEAM/ 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 (cI) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx8 (1)#5 I GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L — — — — — — — — — — — — — — — 9 ---------------d L---------- 16 - — — — — — — — — — J BF16 MIN.-1Tl0MllB 11,11, BTM. OF LINTEL ® T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 A M 14 F t F a SUBDIV. Ac L.OT: ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 MODELc 4EBB "1828-CALI" GARAGE SKIING: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160,VPH EXP. C w DAT`: 6/14/21 SCALE: 1/4"=1'— 0" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR 9'X6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 14 5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 7� PLACE STEEL HEIGHT. pPJc� REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �6M AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x1E' y pdE / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH 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 1#5 COURSE OF BOND BEAM / TOP OF THE LINTEL. e" 1441 N. RONALD REAGAN BLVD. d 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK p9`" RCp 8x16 DBL. BOND TOP OF LONGWOOD, 4- 0FL3750 / 2 # BEAM W/ (1) #5 BAR BOND BEAM PH: 407-774.6078 EACH COURSE FAX: 407-774-4078 • / www.abdesigngroup.eom O 8x8 BOND BEAM TOP OF AA #: 0003325 • gN�� W/ (1) #5 BAR BOND BEAM OQ F = FILLED W/ GROUT .y 30"TYPICAL <�''04 U=UNFILLED GROUT SOLID FROM TOP NOMINAL OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND OF OPENING WIDTH # BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 `p T/1 B 81NT E W/(1)#S BAR �16-1 N' NOMINAL P� LENGTH OF BAR = WIDTH OF MASONRY HEIGHT # OF #5'S, TOP ORE"'"G-2• BEAM DESIGNATION CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 ORCING OF BOND BEAM THAT XFXX-1T/1 MNB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0' CDE� ANDXFXX-lT/0M/0B INDICATES A SINGLE BOND BEAM INTENT PLACED IN LINTEL LINTEL,WOSTEEL(L1)REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S TO PLAN FOR LOCATIONS TOP AND XUXX- iTHM/08 INDICATES ADOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1TMM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT p p � d mms 2x6(MIN 2 X 3)2-3116 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 8'LOPE FROM EACH END ANDND 1B' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3116 Lu TAPCON OR DRIVE PIN (MIN W SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 0 114") 8" FROM EACH ENO AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER ELK. EA. END EMBEDMENT # TYPICAL MASONRY WINDOW CMU WALL SHEATHING i SILL CONSTRUCTION 1 1/2"=1' 0" 5 ARCHWAY FRAMING DETAILS 4' SCALE: SCALE: 3/4" " V-0" r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF OR CELL BOND. BEAM SU13DIV. ae LOT: ABBOTT PARK LOT #26 BLK. #7 PROJECT* 04181.000-26071 MODEM 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: DETAILS L160 JLPH E C PROVIDE #5 BAR AT EACH SIDE BOND. BEAM OF OF ELEVATION CHANGE I L CHANGEIN WjW.W ELEVATION OF BOND BEAM NO /14 22 scALE: 1/4"=1'-0" SHEET s2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SU6 BB-0B 181T 1TroB 4 1T/OB 1T 1T/� TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 1T 8H8 1T B/201T 824 1T 8/2&1T 8/32-1T ere-1B 16.1T/1 1TH lT/I 1TH -1T/I 88-2T 6/16-217 M2T Bn4-2r &28-2T 6/92_2T 3'$" PRECAST 1438 9n 3114 4217 021 6426 7531 3' 6" PRECAST 689 1024 3' 6" PRECAST 1569 3524 4394 5m 6132 7001 �r 6113 e365 7708 9031 10000 1569 3524 4394 528a 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0' PRECAST 514 763 4%W PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 e624 7827 8751 1363 3080 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 30M 4a00 V-6. PRECAST 398 591 V-8' PRECAST 1207 2582 3375 4043 4711 5379 Ins 5743 7547 6752 M41 7565 1207 2707 33M 4043 4711 537D 5' 4• PRECAST 931 1247 1999 2560 3123 36e6 4249 4" PRECAST 411 411 5'�" PRECAST 1016 low2374 2944 3513 4084 1319 44W 7196 7342 5780 GM5' 1016 2276 28M 3390 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2540 3009 3470 5'-10' PRECAST 340 339 5'-10' PRECAST 909 1499 1071 2443 2915 3387 11e1 3893 5877 mm 6548 Me 929 2D80 2503 3107 3620 4133 6' 6" PRECAST 882 1139 3227 3031 3707 4383 5061 6' 8' PRECAST 410 721 B' 6" PRECAST 635 1201 1578 105 2332 2709 1139 3227 45M 7054 10000 9925 W6 1868 zags 2790 3251 3712 T-0• PRECAST 570 998 2496 2205 2eN 3191 36s5 T-61 PRECAST 303 534 T-0" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7087 6472 727 1624 2025 2420 28V 3228 9' 4" PRECAST 428 633 1593 2204 2481 2818 2621 9' 4" PRECAST 192 384 9' 4" PRECAST 454 586 767 948 1129 1310 8n 1674 2288 Me, 4099 899 4 572 1318 1643 19e9 2104 2519 10' 6' PRECAST 388 487 1247 1767 1904 2163 2028 10'-0" PRECAST 151 301 10' 8" PRECAST 355 468 612 755 an 1042 s0 1407 1897 2781 3222 3784 ray 1180 1472 1783 1710 1989 11 4" PRECAST 330 544 1312 1742 2252 2888 3e30 11' 4" PRECAST 132 417 11'-4' PRECAST 4W 4N 530 ON 777 872 544 1312 1742 2262 2888 3552 1 466 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1590 2048 25M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 300 476 587 698 783 507 1210 1598 2048 2588 9171 440 040 1300 16B0 1314 1478 13'�' PRECAST 270 433 1045 1385 1732 2157 2535 13' 4" PRECAST 82 298 13'�t" PRECAST 306 303 393 484 675 645 414 1045 1365 1732 2316 2eo5 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 366 978 1272 1606 lose 2279 14'-W PRECAST 71 293 14'-0" PRECAST 279 278 300 443 526 609 390 1 978 1272 1606 1950 2399 378 717 961 1192 975 1133 14' 8' PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 506 e26 746 855 458 1079 1429 1824 2277 z71z 246 683 goo 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 367 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4' PRESTRESSED N.R. NR NR NR NR NR NR 17'-4' PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 365 451 587 s80 300 we 1121 1413 1739 2047 192 508 720 501 1135 1312 19'-4• PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 296 348 430 513 595 236 736 959 1200 1467 1710 lee 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142' 219 308 381 454 527 180 596 833 /036 1108 1468 142 373 537 690 816 943 22'-0• PRESTRESSED N.R. NR NR NR NR NR NR 22,-W PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 359 428 497 165 550 784 992 1203 1381 137 368 513 689 779 ow 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0• PRESTRESSED N.R. 91 24'-0• PRESTRESSED 124 174 245 302 380 418 229 450 654 824 1014 1147 124 319 455 581 687 793 - 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 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 q -p `0 Am a u �pla Epp. Q a SUSDM & LOT: ABBOTT PARK LOT #26 BLK. #7 PROJECT/11 04181.000-26071 MODEL 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: SAFE LOAD TABLES 160 JVPH EXP. C L� DATE:IS 6/14/21 SCALE: 1/4"=V-0" SHEET S2.r12)A ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOFNJALUFLOOR 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 "ROOFNVALL/FLOOR (1) SIMPSON HETA16 TO HTSM20 W/10 10tl"x B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 z TRUSS AND x 2 1/4" SHEATHING z 1 NAILS TO TRUSS 16dSTRAP, 10tl z 1 MAY BE ADDED NAILS TO 6', 8" x A E TITEN 2 ANCHORS TO HORS" FASTENER SCHEDULE" DB DBL STRAP, 1 EACH SIDE WRAPS UP AND , GI R GIRDER. PROVIDE 5" W/ 10tl NAILS, 2 ROWS, 3" NAILS, LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C41) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2" x 4", (16) tOtl x 3 }'NAILS TO GIRDER AND CONJUNCTION WITH ,• •:'• ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10tl NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16tl x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO A•(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BONG BEAM 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) �" x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL SEE ARCHITECTURAL SE }'x 2 J" TO GIRDER 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1z2 SECURED W/ 10d TRUSSES @ 24" O/C, tx2, 2x WOOD FASCIA (2) J' x 5" TITEN HD TO CMU AND (18) SIDS J" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER SEE ARCHITECTURAL 12' O/C FOR REVIEW 2x SECURED C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH t6d AND APPROVAL AILS. (2) }" x 5"TITEN HD 70 CMU AND (18) SDS �" x 3" GALV. COMMONN NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12, 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 = LL2365 LBS, 1-1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT =8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c SCALE 3/4"=1'-0 TYPICAL ROOF GIRDER CONNECTOR(S) �CALE�y 1'-0" Ss(i)GIRDER SCALE:34"=1'0 CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA12 20 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'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) FLOOR 30'-V TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER MAX (All %4) (1) "X" BRACE � CENTER TO BLK W/ 12" DIA. I8'-0" OR 10'd• MAX M12X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' * * FROM CENTER TO END. WASHER SET IN HIGH PER ELEVATION 2x WOOD FASCIA, STRENGTH EPDXY 6' lx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32' OC PRE-ENG FLOOR TRUSS BTM. CHORD MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 GYPSUM BOARD OR 1!2" HIGH BRACING, SEE P.T. PLATE W/ 12d's 8" STRENGTH CLG. BOARD PLAN FOR LOCATION a MAY NOT BE STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) tr R w � REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2) 10Bs 0 EACH TRUSS INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF JOB 10'4' O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18) 16d x 2x4 OR 2x6 WOOD BEARING 2-10 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 RED. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .4. 1/2" GYP. WL. BD. tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER < < < MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 4 • • r' v# . 0 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD I u INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 4. GIRDER/WOOD POST CONNECTIONS SCALE' 3/4"=1'-0" PRE-ENG D TRUSS SCALE: 3/4"=1'-0" C „ FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE (NO UPLIFT) NOTCH DEPTH I/4•D HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5•D SGL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE01 �� SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE <.-D DBL. STUD STUD NOTCHING (-,-,'�ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" SCALE:34"=1'-0" d N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h S aL SVHDIV. ae LOT: ABBOTT PARK LOT #26 BLK. #7 PROJECT1y 04181.000-26071 MODEIs 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. QPJ 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d ® EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1)"X" BRACE CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SU&BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "--- 'T200FNJALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" OIC AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENGD TRUSS , W/ HIP RETURN SCALE 3/4"=1'-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE NOT SHOWN FOR CLARITY) -ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED (9 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=l'-0" IN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www,abdesigngroup.com AA $: 0003326 6 C a BVBDIV. do LOT: ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 MODEis 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH W. C r GABLE -END 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 (7050) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 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: ISO MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TENSILE STR. SHANK ASTM 10d RING SHANK, 21/7' 0,131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RINGSHANK, 23/6' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Bd RING SHANK, PNEUMATIC 23/6' 0,113 F1667 SCREW -NAILS I I RSRS-01 KAI- I EK UK 1 muJJ ROOF SHEATHING EXTERIOR SHEATHING z o_ USE 1/7' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & j 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT m 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 ATTACHEMENT SPACING ZONE 1: 10d NAILS ® 4" O.C. ON EDGE AND 6' O.C. IN FIELD NOTE: GABLES -DROP GABLE END 8 (1) ADD'L DROPPED ZONE 2e, 2n, 2n 10d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING ZONE 3,3e, 3r: 10d NAILS ®4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING C 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. G O RAFTERS 2/ END. ATTACH ROOF SHEATHINOU NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Bd RING SHANK GUN NAILS @ A" GC. TGPa eorroM EDGES dp �0 TYP. EXT. SHEATHING ATTACHMENT Lao 8 �2. 00 �L - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING , #8 7' DECK SCREWS 0 6"-6" O.C. MAX EDGES & 17' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33,C33W MAXIMUM AGGREGATE SIZE SHALL BE 31P. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROVIDEB%AIR ENTRAINED CONCRETE EXPOSEDTOEARTHOR 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, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER UNDER ALL SLABS-0ONWHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL 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 FORMWORK: 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 WTH 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 Yf 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 STRUCTURALDEPENOING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED YIELDED WIRE MESH, SHALL BE ASTM A10641A7064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS $HALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0. OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAW NGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR AST BE HALL A615 $M MEETING THE REQUIREMENTS OF ASTM A446/A446M GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. ' GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION%AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 psf ANDVERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD won -concurrent REVEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 36' WCOD TRUSSES. 10 psf BTM CHORD-nonconcunsnt #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88'. 1990, 16 p#f TOP CHORD 20 pet TOP CHORD (7 psfw/ ASPHALT SHINGLES) (10 psf w/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT' 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 TO WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS' 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY 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 WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-076 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WRITING BY THE ARCHITECT. 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 3/8" 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 FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS' 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M F = 36 ks' FOR ANGLES PLATES AND WSHAPES STRUCTURAL TUBING SHALL BE ASTM 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 MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED w MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/1° FORA AND SMALLER 2" FOR#5 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31V FOR SLABS, WALLS AND JOISTS 1-1/2'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS y A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE 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 AP U—ON 511E TYPE SPACING REMARKS APPLI—ON SIZE tYPE SPACING REMARKS 1a1 PT FURRNG TO MASONRY I CONK GHEE MAROENW COL NAIII I?LONO. SNC AAgGEDWRBUCK TO MASON— tId'pA NO w'wSHER tAFCON MASONRY FASTENER B OH; BED., END ?WGEDST. SGAL. EXT. DOORS OPT, CASE HARDENEDCCYL e' OIC GARAGE DOOR BUCK 3IBOp�On 16' OIC (BIB' DA' I° EMBED.. T END DST.. SEE NOTES 9TAGGERW TO MASONRYKUNC. W WASHER EXPANSION BIXT 24OIC (t? qAl Y EDOE DISH. wNOOWBUCK I. PT, SEE —16NAIL111-14.. CASEHARDENEDCOIL aaGiRED -DO --TEN INTO MASONI-CONC METAL STRAPTO WkSONRY I CONC. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EXT.—No DOOR (�116"DIA 'nAacOM 1IN°EMBED.-13, NG WOOD E xPgNeIDJ d"EMBW.d"END ]<" &ICK tx PT, SEE NOTE6 FASTNER 1S OF DIST.. 1 1/Y' EDGE DST. BOLT OIC pST., 3" EDGE DST. h PTSTEEL G B S oST.,11? Pt TO STEEL COL.. H•/WASMER� STAGGERED d EEOGE OSi. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAP 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. W NDOW AND DOOR BUCKS SHALL BE ASIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 F a S� C a a d d I W E O p ABBOTT PARK LOT #26 BLK. #7 PROJECT# 04181.000-26071 MODEU 4EBB "1828-CALI" GARAGE 8TnNG: LEFT PAGE: DETAILS 160 MPH EW.0 4 0 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS m-j" MAX. 11 rTA 11 A Qj STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT 10 HEM AND IN VALLEYS BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING (�TRUSSMO / BY OTHER EMB. 1X2 WOOD BATTEN STAPLES INSTALLED SOFFIT D 12" O.C. MAX (INTO O IN J-CHANNEL DETAIL B J-CHANNEL Q3 OOD) LO J' MAX. 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STAPLESINSTALLED@ DETAIL C 12" O.C. MAX (INTO V(DWOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CON CRETE/MASONRY) CONCRETE/CMU OR VE WIDTH DOF fERHANG) CONCRETE; CMU OR WOOD (NOTEA ) BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 *1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 rc oil oil 111111 F BVHDIV. S. I.0 ABBOTT PARK LOT #26 BLK. #7 PMJECT# 04181.000-26071 MODELS 4EBB "1828-CALI" GARAGE 8Wn4G: LEFT PAGE: SOFFIT DETAILS 160 MPH C I� w lb s