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HomeMy WebLinkAbout38356 Sonnet Landing Ave99 91828-4EBB---CAL19, . OMESgs',7s A r AA �L1� i• C , ��Mp4ER P 12602 TELECOM r->F tlVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -TLO[= BUUMIG CON, , I ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: 813 740-9715 ML Walol -AM IWAL M WATZ COM -OCCUPANCY - RSSIDENTLII,, GROUP R3 -CONSTRUCTION TYPE - VB -1@I. DTfERIOR FINLSfi - C[ASS B -BASIC WIIiD SPUD - YDR=1(2 MPH Yasd=124 HP}I :EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAIL HEIGHT AS PER LOCAL AND STATE CODE AD) AD). T. AMP. BD. CL CAB. CLG. coNc. CON CPT. C.T. D. DEL. D.G. DIA. DIM. AIRCONDITIONINGMUM. ADJUSTABLE ALTERNATE F AMPERAGE BOARD CENTERLINE CABINET CLEAR CLEAR coxcReTE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION M.C. MPR MIN. M.T. MO. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. P. P.T. R LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ONCENTER PROPERTY PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATEDPG RISERDLSP. OM/0 CDs lg p ARCHITECTURAL SHEET DESCRIPTION @Ry� jW �A7� PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A21) ELEVATION "D" PG Ei -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS D3-PRODUCT APPROVAL ouwne �'$RE-I68dED OWIM SIDRIGELEVATION6ADDED o3/26J16 CDs RE.1881JED �� �� ��� P� tL BOUEB CDs -mom ADDED CURBLIM FCOTER AT GARAGE DETAIL (FORT MERE) r__� REVBED LPIIEL SDE ar FRONT ENTRY DOOR DP. DS. DTL. D.W. DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER RAD. RAG. REF. RM. R.O. S.C. RADIus RETURN AIR GRILLOR REFRIGERATOR ROOM ROUGHOPENNG SOLD COREEXTDR PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CALC. S ADDED ADDITIONAL RECEPTACLE NGARAGE PER WLL Er1TSON fMELBJ �`"''� VOU!'ES SOFT G.4LC SLFEDULE� ADDED ID(TERIOR MOW DEW FOOTEa DETAIL 12/N A (OW) 9*f1 B ADDED LED LKINTS • K(TCFEN I BATH PER MAW Ban ROLAND A. ABOUCHACRA LIVM 1828 Sa. FT EA. ELEv. EQ. EXH. EACH ELEVATION EQUAL EXHAUST S.D. S.H. SHT. SHTHG. SMOKEDETECTOR SINGLE HUNG SHEET SHEATHING PG WAB-WALL ASSEMBLY DETAILS oU19IF3 ADDED BTONE OPTION ELEVATION C 1 D (TAMPA) A 0 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 GARAGE 430 G . .R FT16 Sa FT. LANAI 8Q TOTAL 2362 15a FT. EXT. F.GIFX. F.G. FN. FL FLUOR FR_DP GA. CAR. DISP. G.FI. GL. EXTERIOR FIXED GLASS FUEL GAS F FLOORLOOR FLUORESCENT FOOOTIING GOO GAUGE GARBAGE DISPOSAL INTERFRDUP ER TCIRCUIT GLASS SHWR SIM. sL. SL. GTD. STD. sws TEMP. TEMP. TUX. T.O.C. T.OS. TO SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL STEEMP`FO.RED GLASS THICK TOP OF CURB OP OF SLAT TOP OF B TYPICAL /F3 ELEVATION Ys B�RYa-ADDED LOUVER GABLE ROOF 1045M ADDED OPT. 8'-V CEILPIG W*WTO o1MVIo REPLACE lBP COMECTORB WTEI 81'PSON COMF.G'TORB ° ® REVISE ENUvfM RADON PLAN DN BJSIONB o4APvm OPT. V4r CLG. W.T.- ADDED LED LKa1(T IN FOYER 04/MW OPT W-O' CL& HOT. ELEVATION 'C- REVISED 1 E&G-W OF AW.4WY ADDED ELEVATKIN61' +; M' (oRu STRUCTURAL SHEET DESCRIPTION GYP. BD. H.B. H.C. HD R HOT HT GYPSUM BOARD HOSE B® HOLLOW CORE HEADER HEIGHT INSULATION U.N.O. VP. W. W/ WD. UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD 01AS o ADDED ELEVATIONS (ORU PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER VVMI 20MFBOUPDATE THE BUDDER ASSUMES ALL UABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. W.I. WW/HA`NDOHEATER WROUGHT]RON PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWDIG SET) ARE UNCLEAR AND IN NEED OF FURTHER DETADLDIG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG SNl-DETAILS BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA is 0003325 a h r C IF $unDiv. at LOT:ABBOTT PARK LOT #9 BLK #11 ROJECT# 04181.000-09111 MODEL: 4EBB "1828-CALI" GARAGE 811IMG: LEFT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2 WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SWILL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE NTH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.522 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- O' 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 ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE- 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR 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. PLUIBINO i. 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERSiO8 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, 12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM_C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12' GYPSUM BOARD. R302.7. EXTERIOR CE83M 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 1Y O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS 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) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12110/20 (RM) 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesi6agrouP•com AA P. 0003325 a L z R� c 40 fl i stmDzv. at LOT ABBOTT PARK LOT #9 BLK #11 PROJECT# 04181.000-09111 UODErr 4EBB "1828-CALM' GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C il♦�`i-��-iT"i" DwTE: 01/20/21 SCALE: 1/4"=l'-O" SHEET GN As AN Im m*- %ch.-A' o aillooEEooEEImillIIEEE�� . o o - I - - - r n � o 91' 11 Ell o — OIRRRRRI-9 r m - O � a of 'r - r -I - 13 p rr , S ME ME p o I- lo = V - .BOLLARD - AS RECLPER o r - CODE `..y iGMAGE \ - I 1 '1 m o 011: 51/21 Ello o�I�E110 o,iE�Ifo oJE�E�Ei'•o� oiIEEU�I�o � FLOOR PLAN SCALE: 1/4' " I'-0' SQ.FT. CAMS LIVWI 1828 Sa FT. GARAGE 430 SO. FT. ENTRY 16 SQ FT_ LANAI88 Sa FT. TOTAL 2362 Sa FT, C01S'OIB6 AID 0.ADM MD LOADS OM MD OrOM FOR S MMD OM 01111111111111 Sam ME 1111SNMDOO R3MIIa A07M MK WINDOW 10 S 34/-48 CRITERIA EXTERIOR SUING IB S 33/-43 DR. MIN. CRITERIA S,GD. MIN. 41 S 3V-3S CRITERIA 8010 OAD. 86 5 290/-313 BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND IDAD VALUES FROM THE PRODUCT MANUFACTURER. CMM MDMBWYOPl1 DBL. TOP PLATE 0 BAR DETAIL A SCALE: 1 —1.41. NOTE: -2-8 LOW. 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 EOWPPED UATH SOLID WOOD DOORS NOT LEW THAN 1 3/8' (35 MM) IN THICIPIESB, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (38 MM) THICK OR 20-MM ITE FIRE -RATED DOORS: i N. RONALD REAGAN BI LONGWOOD, FL 32750 P11: 407-774,6078 FAX: 407-7744078 www,abdesigromp om AA A`: 0003325 V q a g a 23 �i o is C Go 6. MNXMDIV. & MT ABBOTT PARK LOT #9 BLK #11 mto"wTp 04181.000-09111 MODEL- 4EBB "1828-CALM" GAP-AME OWMG: LEFT PAGE: FLOOR PLAN 160 MPH C DP 01/20/21 14 SCALE: 1/4"=1'-0" BIDEET Al ZME - .. �� /d1�■IIIm111m�.. ..�I HHI ■■ lily - - �� I II - FRONT ELEVATION SCALE: V4 " V-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F@GR R103A 0' OFF RIDGE VENT 0'-m' FIN. OFF RIDGE T AREAOFATTIC = 2364 SO. FT. NET FREE VENTILATION AREA REQUIRED = 1/30D REQUIREDVENTIIATION AREA = 2364/300 7 R8 VENTILATION AREA X SO. INCHES PERFT. 41" = U34.72 SQAN. MIN. REQUIRED VENTILATION = .SX 3134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ IN. OFF RIDDE VENITLATION AREA 115 SO.IN. PER VENT 5036 /115 roTALR OF VENTS REQUIRED = 493357 TOTAL A OF VENTS PROVIDED = 5 'AREA Of ATTIC ISTHE PEAIMITEROFTNE HOUSE, LESSTNEDVERHANG _IEXIEPoOROF WALLroE7(TERIOROf WALL, NOOVERNANGSINCLUDED) d,S'-0' EsRG. W.T. mw TLWJ FIN F 0-� I Is' 11M v REAR ELEVATION SCALE: V4 " I'-0' TEXTURED FINISH OFF RIDGE VENT 8'-O' BRG. HGT. .9 0'-O' FIN. FLR,1, - O'-0' FIN. FLR LEFT ELEVATION SCALE: V4 " I'-0' TEXTURED FINISH Ij OFF RIDGE VENT OFF RIDGE VENT 0'-0' EIRG. b tl3 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 " F-0' TEXTURED FINISH I- I I I- I I a 1O i I I DECO. DTL. A SCALE. V2 " I'-0' '-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774.6078 FAX 407-7744078 W W WabdeaigngLP.com AA fi 0003325 r J YC r i WNT DAA=: 01/20/21 SCALE: 1/4"=1'-O" s A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e my OUT.Er 20 AMP SIMILE POLE nov, OUTLET ,Iry CUTLET N OF OUTLET YRlD TV auErcH QN tWV CUTLET SOLVED PA13RD ISNL. NTTSRrINR (TAVMM IEWTAM TTFE) 221 V C1RET (4)S CO*Jocr N Orr. WITINIFFOCP CUTLET 001MO FAULT NILRRlr1LR EwruH SWTCH 3-w4r arm $4 OWTCH 4-11Ar DPW 1-0 M41 FgMED �f LINT CEILING LICNT © LED CIA LIGHT LID VAPOR ©V° PROOF LVIN" OVP VAFOR PROD' LOW Omoctows, CAN eVAT. PIN I CM PER Sa IT. LOFT. 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PROTECTED FER ELECTRICAL RROWIOS OF RISOR TTN �ITIa1 fTIM20] A NLC 2101Z 20T ®MCNL • 20 AMP DEDICATED T C • INN KITCHENCIRCUIT) ••• &OHMDUICON DN CtTO ME LOCKOUT N PANEL BATHROOM R T FAN TO HAVE MN C'f : 50 CFM INTERMITTENT PR ELEOTIGL PROVISIONSOF SECTION MISW3 • LAU DIET ROOF? RClFTACLE SHNALL OS GROUND FAULT cIRRDUT•ErtERRIFTER PROTECTION FOR PERSONNEL ON PIEDEIW& WIRErs METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBaR TTH rD [202M2 • ALL MOIL TO COYLY WIT4 E.EC7IMCAL PROVISIaS OF THE ®CR T1N LD (20201 • ALL LAN.•& ENROLL ME aa1 a+ -•era BT e13LDER Oro T&S O LIDITW MIST M! BlJaGY NFIrJ@lf TYPE PH 1 ENIEN NBEATJON NAM FJ d02A. ON WP GFI ------------- LIVING ROOM PRE -WIRED`• CLG FAN , BDRM.#1 Z_��D ?I CLG FAT! UP PRE -WIRED \ CLG FAN \\ ry DINING �L7 I ROOM 1 — SD. 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BATH '4 150 AMP ELECTRICAL RISER NOT TO &LACE GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL ca IPLr wtH ELECTRICAL PROVISIONS, OF THE PBT9! TTH EDITION (2A)SU LOCAL CODESAMC ALL LOCAL FOGIES COMPANY REOIUFtMIMM . B. ALL CONDUCTOR& SHALL BE TYPE THNRWN UNLESS NOTED OTHERASE PROVIDE 00 AMR! W440 VOLT. I PHASE SECONDARY - ELECTRICAL SERVOS. PROVIDE 3 -1 COPPER (CU) N I-VJ- VIA SCHEDULE OF PVC CONDUIT OR PROVIDE 3 %AV ALUMINUM (AL) N Y' DIA SCHEDULE SO PVC C MW UNLESS SERVICE IS FINOVDED BY THE ELECTRIC C0MPAW COORDINATE WITH THE ELECTRIC C40 PANY PRUOR TO BID. I I 10 f I L I I i ® I I I I L I I � I LED LIGHTING C� DOUBLE LAV. BATH M PIROVICE MAP CUL TWN . MI, OU N 2' C 0OR W O3 A40 AL THIN• AS OU N 2' COOW OR 2/0 AL SEER. (CONDUIT TO TEIRYNATE ABOVE SOFFIT • OVEIa4ANda) ClalmNATION SERVICE DIN.QaECT BWTC4 AND ELECTRIC PETER N NEMA 3R ENCLOSURE TELEPISERVICE SHTFIANCE Laimmio TLTE NTErtmu 'I MONDIN6 T930I NA L AT LOW VOLTAGE CONNECTIONS I .4 Cu SERVICE GROUND CONNECTED TO CONCPWM ENCASED ROOTER STEEL FOR ELECTRICAL PROVISIONS OF THE FEAR TRH SS" DNA X S FT LOG COTER CLAD 011OUSC ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngroupcom AA I):: 0003325 M ASIA dd S C 91USDIIV. & TAT: ABBOTT PARK LOT #9 BLK #11 PIZOJECTIP 04181.000-09111 MODEL: 4EBB "1828-LOCI" CARAOE BTFMG: LEFT PAGE: ELECTRICAL PLAN 160 PH Ey. C 2 PlWff DATE: 01/20/21 SCALE: 1/4"=1'—O" 8EMET E1 2 VTR I� IR' 1 1 2 LAV ;A 1 Z. I I I� 1 I 2 SHM 1/2' 2 WASHER el a KITCHEN SNK MV AUTO VENT i ina V I Irt'71r i � I '-'�TUB Co PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: V4 . I'-V' TO I N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA A: 0003325 H SvsDIV as L/OT: ABBOTT PARK LOT #9 BLK #11 [PROJECT# 04181.000-09111 MODEU 4EBB "1828—CALI" GARAGE SIVMG: LEFT PAGE: PLUMBING PLAN 160 H MR. C as DATE:* 01/20/21 SCALM 1/4"=1'-0" SFIEET P1 HVAC NOTES 1. ALL MECHANICAL EQWPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG& REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER F5C 1TH EDITION 12020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-33 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN W FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH CsALV. METAL. OR OTHER MATERIALS AS PER FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHINCs FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFC& RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO 14AVE PROPER PANS W/ DRAINS ATTIC c.c:unuiuMECWANICALBLDG6CODE IOR WALL ETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLERROR WALL VC CONDENSATE DRAIN LINE EVAP. TRAYLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) CHANICAL BLDG. CODE SECTION 3012,4 HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL —�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VZ OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK, — BROKEN LINE- RETLM TRW 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 Lr.WT O/A OUTSIDE AIR (T) THERMOSTAT m PASS-THRI AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT LLV (2) 4' CONCRETE SLAB #SXI 1/4• SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD s 12' FROM STRUCTURE COUNTERSANK C.O. PLUG FIN. GRADE OR PAVING 1.6. SEE SPEC. 1'-8_' CONK. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ) ■ MECHANICAL PLAN SCALE: 1/4 . I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. /I 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 R M h � d 33 6 SUHDIV. Uk LOT: ABBOTT PARK LOT #9 BLK #11 PROJECT# 04181.000-09111 MODEL.: 4EBB "1828-CALL" GARAGE 81FMO: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP FM.ATE PER FLRL PRE-PAB TRUSS IR' CLCs. BOAT® V)' DRYWALL TA - SECURE SECURE BT. — MATE TO BLAB W/ IOd MASONRY NAIL • 32' OL. MAX FN FLR 2X4 WOOD STUDS 024' 0C. SLAB : � I uIJO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (3:)TYP. INT. WALL (NON—BRG.) \lla1 SCALE: 3/4'•1'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SM.U. ROOF SMAT14NG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY S/S' GYPSUM BI OR 1/2' HIGI4 STRENGTH C.G. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2/a PIPE THROUGH BOND BEAM D1 SCALE:3/4':I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. PURRING — STRIPS • 24' O.C. S' cm — 1/2' GYP. WL. BD: WOOD BASE — FIBERGLASS SHAJGLES WITH UNDERLAYMENT AS PER POOR WS.U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRIM MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRl 0'-0' FIN. FLR a .a 4 W/ WINDOW OPENING n TYP. WALL SECTION If NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'.r-V' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 VY TNICI( 2 GOAT - PORILNO cg'aM M-MVIN APrLIM cmmomY TO M#ACNW Y CFII m STRIIC7IRAL MR bo P.T. LLO ATTAMM TO PILL CILL AS Pot APPROVAL RIG. GRA.ANTMAZUR , eeo®e woo �-1 t ne RJRVS ITlle SM LRT d ALV STML ou TRAGIC ORACIRIO yr am! R-sa PMt®iD t0 loco YK WOM JAM MIR rwpq�7 CIALV. Sty q, AP'rROVAL PEM ;.aQIOAL TRACK r ST ;... eT rwr. .ti. PMTBlD tO Room TRAGIC ORAOQTS AV PR OVAL APPROVAL Sao. 2B GAS LINE THRU BLOCK a GARAGE DOOR JAMBS \pyAcua. vr— SCALE: 11/2'.I'-0' FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILB� AS PER FBCR 905J.L • EA END ROOF SHEATHING 2. IOCIGNG BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNL SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRKeHTB MTL. DRIP EDGE PER STRUCTURAL DETAILS 9' 2x FASCIA PER MAX PRE-ENG MD. TRUSS ELEVATIONS O PER ELEVATION VENTED SOFFIT IF WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE INSULATION R-VALUES ON SHEET SNI PER ELEVATION PRE-ENG, GABLE TRUSS 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 112' THICK 2 COAT- -1--PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR 8' CMU m m ,a n W/ WINDOW OPENING ei R-4.1 INSULATION WINDOW ATTAC44 ENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRPS 0 24' O.C. VY GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9M.IJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING. THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS laill 0'-0' FIN. FLR a n TYR WALL SECTION NO OPENING (:E)1—STORY GABLE BLOCK WALL D1 SCALE. 3/4'.1'-V' 144i N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesiB�BrouP.com AA f_0003325 rq 13 C aUHDiv. de LOT. ABBOTT PARK LOT #9 BLK #11 PROJM r# 04181.000-09111 MODEL 4EBB "1828—CALI" GARAGE sIrm6: LEFT PAOE: DETAILS 160 PH EXP. C JAN DwR1E. 01/20/21 SCALE: 1/4"=1'-0" a*== D1 im 2Xr PP.T. • CENTER OF DOOR HEADER SECURED UV (V 1,12' X S' J-BOLT UV 4' MN OrI EGNEWT VV 2' X 2- X W UTASIEIR 4 NUT OR UV (2) yr X S' ANCHOR BOLTS W W46HER 4 NUT � SECURE 2.4 ON 0 RAT TO ELK B w MASONRY NAILS, 2X6 Qn4RAGE DOORm BUCK SEGUED UV (5) V2' X S' J-COLT OR ANCHOR goCOLTS. W 4' MIN EP'eEDMN1T. W/ 2' X 2' X W WASHER 4 NUT. (V WTHN S' OF TOP, (V UT14N S' OF THE BTM (3) EVELY SPACED. IE 3 NOTE& ALL ANCHORS SHALL BE N ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS, WERE N - WATYIY_TI[f4A AYE M A� GARAGE DOOR BUCK ATTACHMENT 2X4. ® 2X4. ® 2X4, 0110 SECURE TO BLOCK UV SECURE TO CLOCK SECURE TO BLOCK UV 3/I6' TAPOONB MN 03/16' TAPCON8 (MIN. 1/4' TAPOOIS MM. SHANK 61ZE 145 MN SHANK SIZE J45 MN 614AW SIZE J45 MN HEAD 812E 300 HEAD SIZE 900 HEAD SIZE 3M MIN. E ISED1 ENT 1 V4•) MN EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 V4') WTHN S' OF EACH WITHIN S' OF EACH WM S' TNOF EACH END 4 W Or— MAX END 4 W OG MAX END 4 W Or— MAX SPACING, SPACING. SPACI G. 2X6, ® 2Xi, ® 2X&. SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK 1000) 3/16' TAPCOM 1W12) 3/16' TAPDONS WK2) 1/4' TAPCOND MN MN SHAW SIZE JO MN SHANK SIZE J45 SNAK SIZE 345 MN MN HEAD SIZE 300 MN HEAD SIZE JIM HEAD 84ZE 300 MN S• cm MN EMBEDMENT 1 1149 MN EMBEDMENT 1 1/4') EMBEDMENT 1 V4') 1/2' DRYWALL WT14IN VOF EACH ENDIII,CL WTHN S' OF EACH END S' CM/ IUTWN S' OF EACH END Ix4 P.TOR 8/4'X4' MN S, C,L 4 W OG 1/2' DRYWALL MAX SPAC44& 4 S' Or—MAXSPAGSGW* DRYWALL . 4 W Or— MAX SPACING. . SECURE TWIQU PRAME 4 PX42X& DUG 2X5. ® 2X& ® IW DRYWALL EXTEND I-V4' MTO P.T. NAILER SEGUE TO BLOM ❑ I'X4' SECURE TO BLOCK ❑ PX4' 6EQUE TO BLOCK 1'X4' BLOCK W/ 3M' USY2) 3/IS' TAPCONS P.T. NAILER WK2) 3JI6' TAPCONB P.T. NAILER WK2) V4' TTSIZE P.T. NAILER TAPCONB DOOR CASING MN SHANK SIZE J45 1/16' ODD. X 4' MN MN SHANK SIZE 145 DOOR C G* (MK SHANobMN SHANK SIZE J45 NM HEAD SIZE 900 MN HEAD SIZE 300 MN HEAD 0 U/IS' ODD. X 4' MNMN HEAD 612E 300 MN EBEDMENT 1 1/4') DOOR CASING MN EMBEDMENT 1 114') MK EMBEV4•)MN EMBEDMENT I-V4'WTHIM S' OF EAGN END WTHIN S' OF EACH END WTHM 6' OEND DOOR CABMG UTHM S' O< EACH END DOOR JAMB OR WNDOU 4 ISO.C. MAX , W'OZC MAX DOOR JAMB aR wNDGu 418.OG. MDOOR JAMB OR RR+DGu 4 0' OUC. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. SPACING. ATTACH TO 2X PER MANUFACTURES, DETAILS, ATTACH TO 2X PER ATTACH TO 2X PER MANRFACTRES DETAILS. MANFACTIIRES DETAILS. MANUFACTURES DETAILS. NOTE. SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" A 1FBQD01► TO BLACK +3/ " OR +5/4" 2X4. all SECURE TO BLOCK W/ V*' TAFCON6 MN SHANK SIZE J45 MK HEAD SIZE 3" MN EMBEDMENT I V49 IUTHN S' OF EACH END 4 W O.G MAX SPACING. 2X6. SECURE TO BLOCK UV(2) 3/IS' TAPCON5 MN SHANK SIZE J45 MN HEAD 812E 300 MK EMBEDMENT I V4') WN S TH' OF EACH END S. L1'tU 4 S' Or —MAX BPAGNG, IR' DRYWALL 2X& ® ❑ I'X4' SEGUE TO BLOCK P.T. NAILER 101(2) 31I6' TAPCONS MN &MANIC SIZE.M5 DOOR CASING MN HEAD SIZE JIM MN EMBEDMENT I VW) WTWN W OF EACH END 4 US' OG MAX DOOR JAMB OR WINDOW 8PACW- ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLU15 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" r11FB'iD01! TO BLACK +1 1/2" D NOTE. SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 15/16" n� R TO BLACK +1 15/18" 2X4, SECURE TO BLOCK UV 3116' TAPlCCNS MN 614AW SIZE 145 MN HEAD SIZE 300 MN EMBEDMEENT 1 1/4') WTWIN S' OF EAC14 ND E4 W Or— MAX SPACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2)(6, ® THROW" NON-STRUCTURAL SECURE TO BLOCK 3Af' TAPCON MN i-V4' 1102) 3A6' TAPCOM EMBEDMENT INTO BLOCK (MN SHANK SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT 1 V41) 41TW N S• OF EAC14 END S' Cm 4 W OZ. MAX 6PACING. V2' DRYWALL 2X& cm ❑ SECURE TO BLOCK YIK2) 3A6' TAP(:O)IS P.T. P.T. NAILER MN SHANK SIZE J45 DOOR CASING MN HEAD SIZE 300 MN. IS BEOMM NT 1 1/49 WITHIN S' OF EACH END 4 S' O:C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTREB DETAILS, NOTE, 614 M AS NEEDED TO PLUME JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4' r1TRNDOIF TO BLACK +2 1/4" NOTE, 8HM1 AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLACK +3" r1T[LMi�nTr 'rn TRTnrT( �.v" 2X4. SECURE TO BLOCK av 3AW TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4•) WITHIN S' O° EACH END 4 IS' O.G MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUd.W NON-STRUCTURAL WK2) 3A6' TAPCONS 3/16' TAPCON MN 1-1/4' MN SWANK 612E J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN E IDED1'ENT i V4') WTHN S' OF EACH END S' aMV 4 W Oj:', MAX 6PACING. 1/2' DRYWALL 2X& SECURE TO BLOCK 1110(2) 3/I6' TAPOO NS MN SHANK 612E J45 MN HEAD SIZE JUK MN EBEDMEMr I V4') WTSN S' OF EACH END 4 W OG. MAX SPACING NOTE. ON" AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED 114•) I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER WK2A2d UTIN S' OF EACH ETD 4 6' TO S' Or- MAX DOOR JA M15 OR WINDOW ATTACH TO 2X PER MANUFACTRE& DETAILS, DOOR JAMB TO BLACK +3" F NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 ?/38" Wi 1I To BLOCK +S 9/18" 2XL SECURE TO BLOCK UV V4• TAPCONB MK SHANK SIZE J45 MN HEAD SIZE 300 NM EMBEDMENT 1 V4') WT1N S' OF EACH END 4 18' OL, MAX SPACING, NOTE, STRUCTURAL 2X MIST BE 06, ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUSW4 NON-STRUCTURAL UY2) V4' TAPCONS MN SHANK SIZE J45 MNEMISROMEW %A'' TAPOON MN 1414' INTO BLOCK HEAD 812E 300 MN EMBEDMENT 11149 WITHIN S' OP EACH END S, CI'lJ 4 S' = MAX SPACUNCa y' DRYWALL 2X& ® ol PX4' SEGUE TO BLOCK P.T. NAILER UV(2) V4' TAPCOINS I' P.T. X 4' MIL MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR CASING WTHN S' OF EACH END 4 S' = MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAHFAOTREB DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +3 3/4" nl►DiD0W TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 i y Fo n ra VA Li StmDly. to ]LOT ABBOTT PARK LOT #9 BLK #11 PROJECT# 04181.000-09111 MODEU 4EBB "1828-CAU" GARAGE ST►MO: LEFT PAGE: DETAILS 160 MPH EXP. C JAN A.A NO DATE: 01/20/21 SCALE: 1/4"=1'-0" SHEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLIT MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION. DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 11473J SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 21473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 13972.14 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 1Z/31./2021 13972.4 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 LW2.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 13972J SIMPSON STRUCT. CDMP. 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 FBCR 1/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 1/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 114963 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 308W.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 3053L16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2022 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR W31/2023 16503.1 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 27676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-116 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 1535341S MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-It5 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076416 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 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 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS V-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-RS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216418 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR W31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-RB JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13223-RS LAMES HARDIE BOARD SIDING 2020 FBCR 12/32/2023 13265-115 JAMES HARDIE BOARD SIDING 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 44 /i 144i N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774 6078 FAK 407-7744078 wwwabdesigngroup.eom AA /: 0003325 a z D figg BUBDM & LOT: ABBOTT PARK LOT #9 BLK #11 PROJECT# 04181.000-09111 MODEM. 4EBB "1828-CALI" GARAOE Bwnaa: LEFT PAdE: PRODUCT APPROVAL LISTING 160 MPH EXP. C PloErole•IED coHTIa�L JONr RAlGE OF CONTROL JOINTS Td BE INURED TIED TO LATH • V OG 11"IVmx NOTE, DO NOT FASTEN COrtPIOL JOINT TO WALL EVEN F STIR E)dST6 BEYOND MCX4-T STAPLES UV W LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION -� FASTENERS TO BE SPACED • l' OG MAX VERTICALLY j• THICK 3 COAT ceMl3rr / \ PLASTER I RB LAYER MU, FORIFICER BUILDING PAPER APPROVED METAL LATH FASTENED eT (VERB OL. MAX AT SUPPORTS U.RB LAYER 9, STUCCO WRAP UDOD SHEATHING +• To {• LATH 8R4eLL NDT (iAP fl BE COPtTNUOUJs v To s• n e• To e• '� JOINTS BUR THROUSH CON71.OLBE STOPPED AND TIED AT EACH SIDE PROVDE4 LOOKING ASTMC1063 \ PLACED PLAT MAX 6' TO S• JOINT JOINT C� a ON L FASTENERS FOR LATH TO BE NAILS OpWHEN Nomt i - STRUCTURAL STUD STAPLES N COMPLIANCE W/ Abet CIB63 2. WIIRE TEO TO BE (NO. S) 0O416' WIRE / I BLOCKCNG SNOW) MAY BE N A7DmON \ TO WALL SIDS IEfiS1ED PER PLAN "M" TYPE CONTROL JOINT OLPdLD NNRD.n.A OL Pao 441YIID e M. A 2 CIOAIN • n. D A cl41FA4E • n. c OLPOND..MIp.n.A i COWRIE •PLO FOLD Ar ® L roLD 46u4eo a n. A 1 CREAN • Pr. D e. CNIAeE . In. c 4 FOLD n. c OVER n. D TILL n. C Tctlt4m 1110170 M ILANW TTDTTQ• 'L"N°E ANAL[ ". Rm FOLD, pQ APPR APPROVED BUILDING uRAP SWA L BE LAPPED A MINIMUM OP 6' • VERTICAL LAPS (ROLL ENDS) 4.6• HORIZONTAL LAPS. ALL SEAfMD NEED TO BE TAPED WTH FORTEIER SHEATHING TAPE // rnn LM •FETAL UTw \\ bC X X X� LATH VERTICAL LAP TO BE I- n . METAL LATH I RD LAYER 9, STUCCO WRAP Wtim LAYER PJ. PDRTFIDER \BWLDING PAPER � I JI 2 •cAaE. I vt•.r-LAP DENS LAPS OP METAL PLASTER BASES SHALL BE SECURED TO FRAMING M@'mERS, THEY SHALL BE TIED BETUEEN SUPPORTS WTTI CAP415-K (1.2I-MT) WIRE AT NIERVA-S NOT I- THAN S' (2211-MAP). AS PER ASTM CI063. QKIC KO UT , .AIR OP TEAM DETAILRI MAY BE ATCUED UY B `PATCH''""' UIMOUSE WL6AIa TAPE PER Mattis. SPEC. OR PEEL 4 STIQG � I I e�L»TALLT R.AelE4o AT S0174MOROM Q tint* . Ew.L 4R6lEOTI01! m IIRAP MATERIAL) OVER APPROVED HODUSE PLASHING i0 EMEND ONTo PIPE r OR LESS PIPE 61d' SELF-A0H9RING HOMIER" FLAS14M (COMPATIBLE W/ HOUSE URAP MATERIAL) OVER 4 x4• SELF-APHERSO MEMBRANE FLASHNS OVER APPROVED HOUSE WRAP. CUT AND OVERLAP ONE SIDE OP- SELF-ADIERSG MEMBRANE FLAOHINIG CUT AND OVERLAP ONE SIDE OF STEP 01 STEP 02 PLASWING RING MEMBRANE J' THICK 3 COAT CEMENT M S LAYER 1 PLASTER STUCCO URAP METAL LATH WRB LATE! R, POMrPB R UM LATE! 4, PORIFIBER BUILDING PAPER BUILDNG PAPER PETAL LATH LAYER -L WUm 6Sa6' RIOG r'e'eRAME STUCCO WRAP FLASHEDM OVER 4yo-P OVE SELF-ADFEREY FE'MAlE WOOD SHEATHINGINSTALL FASTEEM (CLIP'S, ATRAPA. DTAPLFA) AA PLASINdG OVER APPROVED R-ASHING TO OnErD ONTOPIPE WOOD one ONFATHNG PAPER STUCCO IF • • zv_ �� S 0 WOOD SHEATHIWS OR CMu WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFMM 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. REQUIRED TO SECURE PIPE( WIRE TO FRAM SECTION I PE PENETRATION �Z CONT. BEAD OF SEALANT AIR ELASTO'ERIC COATING OVER STUCCO/ C.V. P60M (SEE TYP WALL SECTION) RS C E1dlIorlPSiR lawi1RIrIro E.lelbr— o1 portiend cwwd plaster s1Rn CmMy calm n19 application repWrernenta e1 ASTM C 928-18D. Irotenao_ o1 axtwbr lamYlg and /rarrm alien Loniply calm ASTM C 1063-19a, or ASTM 1787. DETAIL (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16n ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.E / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) IL44i N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-7746078 FAK 407-77440178 www.aUdesigngroup.com AA #: 0003326 i D 1 19 BUBDIV, tie NOT ABBOTT PARK LOT #9 BLK #11 PROJECT* 04181.000-09111 MODEI4 4EBB "1828—CALI" GARAGE BMWO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EA. C INSTALL V SELF-AD4.0 M MEMBRANE PLA814NG OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEC IENCE OF FL4814NG TO BE, )C: L BOTTOM. 2. SIDES. 3. TOP VENT GAP 18 TO BE SET M BED :{- OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT WATER AtUAY FROM JONT& E-Z BEAD ALL AROUND VENT-APPLY SEALANT ALL r JOINTS AND INTERSECTIONS ' _ APPLY SEALANT AT PERIMETER Or - BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL 61DES, )'' CAULKING • JOINT i I ALL AROUND I I PER SECTION 11703.7 Extatior k*dm and p196Eetlrg BACKER ROD I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. kInstallation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' orASTM 1787. UFO LAYER M, -X STUCCO WRAP I HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH URB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME - 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 — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-I341-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT . TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THR814 MAI ALI UTL 1 b' SELF ADHESIVE— FLASHNG (INSTALL PER MANUP. SPECS.) BUILDNG PAPER. UNDER QUICK FLA814' A VENT PENETRATION USCALE: KTS. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION 19 WOOD SHEATHING WRB LAYER M, STUCCO WRAP 1URB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' Or. MAX 1 f.EPTO it Mmaue� i scl i ADHESIVE PLABMMG, CLEAN MASONRY 00"ORE APPLYIN V FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK 8' WRB LAYER M, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER $11, SELF -ADHERING fX\ STUCCO WRAP MEMBRANE FLASHING APPLY SELF-ADHERNG WOOD SHEATHING MEMBRANE FLASHING° OVER BOX AND OVER APPROVED WRB LAYER M STEP 01 STEP 1*2 APPROVED HOUSEWRAP WRB LAYER M, BELOW STUCCO WRAP CUT SUCH THAT ® APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLAS14NG OVER APROVED HOUSEWRAP WRB LAYER 02, FOWIF15ER BUILDING PAPER STEP #3 STEP #4 APPLY E-Z BEAD OVER 6C MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ CV. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEF 05 STEP #6 OELECTRICAL RECEPTACLE 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 wwwzbdesigngroup.com AA #: 0003325 M P' a aJ g E GI d D b c 4a U1 0 �I L IP SUBDIV. & L+OTABBOTT PARK LOT #9 BLK #11 ROJECTIF 04181.000-09111 MODEMa 4EBB "1828-CALI" GARAGE B WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. Qj JANP6,011 Dw � 01/20/21 SCALE: 1/4"=1'-0" SHEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/Iro' ZIP WALL SPEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2' CORNER BEAD (FASTENER 4 SPACINCs ® l' O.C.) CMu 1/2' TWICr, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK It 1441 N. RONALD REAGAN BWD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 F V rI. � SLJHDIV de LOT: ABBOTT PARK LOT #9 BLK #11 PROJECT# 04181.000-09111 MODEL.• 4EBB "1828-CALM" GARAGE SWING" LEFT PAGE: WALL ASSEMBLY DETAILS 160 XH EXP. C LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/1W ZIP WALL SHEATHIW-z SELF-ADHESIVE FLASHING — — — — eIOOD CONSTRICTION BEYOND IeOOD SWEATFIMG WEATWM BAMWIt �S1eT1VE TYe� aowa Wl ��� I qa STARTER STRIP / \� RESISTIVE NG I \ \ \ y e�6lZF WEIie1G — C..4LVD METAL 'r FLASHING •r FLASWING TPW MEMBER Chem / \ / eILODSTWI arl"TED MEMBER I \\ CAP UACALLKINS / OR APPROVED GEALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD COWDTRICTION BEYOND WOO SWEATWMG HEATHER RESISTIVE BARRIER 9 BARBER �IeTIVE �(.� X '1' LAP Now ' / \ 6��-ADWERI G SO REVEAL oR BDARD 4 BATTEN 4 \ \� BA�IrAMNER 1'R'MBTIVE STARTER STRIP I I \\ �/ f' SELF-ADFERlG lloii!� an rLAeWnG CsALvV METAL —' GALVT7 METAL ERVATIQ� � enrro CAGW,k--s/,-7F DE TIIM PERattadeEALANT CAGM \` SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION U41 N. IN RONALD REAGAN BD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA e: 0003325 x y g}} o � d 0 q@s# gS e fAB t"MIV. le X.021BOTT PARK LOT #9 BLK #11 PROJECT# 04181.000-09111 WODELe 4EBB "1828-CALI" GARAGE awlHG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TE 01/20/21 SCALE: 1/4"=1'-0" SHEET WA4 00 - -- 2x(p SUB-BANb /17 W/1'x4' NOTCH t -- — - -, END, WRAPPED IN PEEL t STICK METAL FAecIA' I 1" DRIP EDGE P 1 l�� F -1/8' �� — TEXTURED I FINISH WOOD I I 2x6 eue BAND ``) i I/81 1/2' TEXTURED FINISH ® CMU i 1\ METAL FASCIA WRAP Ys' FROM © FL AN B STUCCO, I' FROM 1 °% WOOD WALL -- -- -----' EXTERIOR WALL (FRAME OR CMU) �1 NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED .` �\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) � I �1/8' TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH ® CMU ' 2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL t STICK ®E L E VAT I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ® PLAN A •,Iw TEXTURED FINISH • WOOD, VY TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER N, STUCCO WRAP (FRAME ONLY) WRB LAYER 7, FORTIFIBER BUILOMCs PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%"x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x xxX. x x x x�'SC•:. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x J. 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 I SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN4'x4' NOTCH END, WRAPPED IN PEEL t STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 4ME 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/Wx4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. tiONALD FtEAGAN BWD. LONGWOOD, FL32750 PH: 407-7T46078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 � dd S q SDIV. de IATBBOTT PARK LOT #9 BLK #11 PROJECT# 04181.000-09111 MODELa 4EBB "1828-CALL" GARAGE S111IiNG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C 01 o z U D O CL in 39'-8" 28'-W 3'4" 15'-10" 9,_6" 9'-8" ,-4• T-6" 36'-T 01-T —11 TOP SLAB ck — FM -12X12FM-12X18 — — — — — II to 4'CONC. SLAB JF-24XX24� g ` a 31IT • I �� \ �� \ 10'-0" 10 i EXTEND FM712X18 —I 11 4" PVC SLAB 1 11T \` CHASE 1A , 1 1A I ' \ ,\ _ V TOP OF W SLAB I \\ 13 \\ I •I , I • I 1, \� I I ``\ \ ;; LL • I \� I , 5'-0' 19'-0" TE-1 ,tl � 1A 71 1 1.1 I. +51rr I I 4" 17'-8" T-8" 3'-0" 5 I 1.1 I I W ILL O I EXTEND 1 2 1A SIMILAR SLAB 1117 11 -- FM-12X18 I ri m 4' CONC. I LL I w SLAB I I SIMILAR 51 3{• 1 ( I a $31/T I 1A I . +-71/2' 1A 2 0 —J t.t 1? 1.1 1.1 1�;, t 1A 1 rr MC-12X18 —- 16 --aFM—C- 12X18 a 0 FM-12X — ——— 1 4 .t .t 7-8" 16'-0" 2' 8" 4'4" 3'-10" 10'-2" 14'-0" 21'4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" 10 C0 W 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-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 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 EIINDICATES #5 BAR, OINDICATES #6 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90^ HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 _ 30', #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" 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 Y-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W I A.W 1.4 OVER GENERAL 3 V2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG E-1 8" _ s - (-)9'-0" FM-12x,2 12" CONTINUOUS 12" - (2) 5's F10-1208 12" CONTINUOUS 18" - (2) #5's (+Kp-0" FM-16x18 ,6" CONTINUOUS 18" - s FMC-12x18 12' CONTINUOUS 18" - s #51N CURB VARIES 24" s s 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.can AA •: 0003326 c O BU13DM A. LOT• ABBOTT PARK LOT #9 BLK #11 PROJECT 04181.00t-09111 MODEL 4EBB "1828-CAU" GAIR2AGE BI/ING: LEFT PAGE: FOUNDATION PLAN 160 MPH E C DATIC.. 01/20/21 BCALE: 1/4"=1'-0" SkMICT s1 30' MIN. EACH WAY MONOLITHIC FOOTING }} z i STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED t� — - �I Q CELL SEE PLAN FOR SIZE AND <_ a U CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS '• 11 V. a SPACING REQUIREMENTS t ` ••. DOOR /� GARAGELu U—T` I I�� PJ Ka Q •, g�=^ - z 8' CMU WALL O N 8" CMU WALL .. CORNER BARS, SAME SIZE AS LARGER BAR I W &" O �O +� 0'-Br-1 IN FOUNDATION WITH 30" LEG EACH I w U M .- p•-p• TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS .. SO THAT THE STEEL REINF. IS CONTINUOUS S N d7 � TOP OF SU16 �,—; • MATCH AMOUNT OF CONTINUOUS BARS I I� CURB FOR •• EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (ISTORY) 1 / IIY11fff EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER I .I" CONTINUOUS STEEL MONOLffHICUNITS FOOTING REINFORCEMENT SEE SCHEDULE MASONRY SET Z;p. AT ELEV: W11*17 1 LATION . JOINT (WHERE • • 8"CHAMFER (2STORY) W/12"ISOLATION (iSTORY) 6" CHAMFER(2STORY)I.APPLICABLE) p•-9• z SEE SCHEDULE u#7p JOINT (WHERE. • a • APPLICABLE) EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SQALE.3""-7-0 2 @ GARAGE B°aLE:3°"=1'° 3 CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W! CONC. U POURED CELL Q 8" CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 1 COMMON Q 1 g #4 REBAR @24' O.C. � CENTER OF NAILS, 2-ROWS, 4" O� BTM. VERIFY HEIGHT , OF WALL WI PLAN wm z ov SLAB LAP TO OCCUR OVER STUD > w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Oy„ O S p 0. I WALL W! SYP F- I 2" CAPPED 7 U NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB W/ GALVANIZED PIPE O 0. SECURED W/ 2- PART C g SPACING. SINGLE BTM. PLATE 12"x9' WEDGST.E GE ANCHOR W/2" WIFLANGE BASE 4. I EPDXY. MIN. EMBED TO 8E PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH °. e• ., - J Q 8", UNO PLATE EPDXY 5-1/2"EMBED. MIN. @ 16"OC iv 4" CONC., REINF. W/ ih o ¢ FOLLOW ALL MANF. = SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. I x6" #10 � ON to USE AND ( BTM AND TOP PLATE F- r 2 ➢ 6-MIL POLYY ETHYLENE SECURE FLANGE TO = H co PREPARATION OF ANCHORS WI 10dx112" N NAILS FILL ALL C7 w VAPOR BARRIER ON " SLAB W/(4) 114" X 21/4" Z HOLE. HOL1ESODO NOT USE 10d W = Q ° I ' WELL -COMPACTED TAPCONS w x 3" w SEE SLAB SCHEDULE > i CLEAN FILL TERMITE TREAe SHALL BE OQ40 cc a �° u BORA7MENT -CARE • PQ . 0,-0" TOP OF SLAB ° [ (2) CONT. #4 REBAR4"CHAMFER (I -STORY) F 6" CHAMFER (2-STORY) a �— (2) #5 REBAR ON CHAIRS Z 12"MIN. DEPTH INTO w 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE VIRGIN OR ENGINEERED SOIL > - O COMPACTED SOIL FOR WxD, BAR SIZE SLAB HEIGHT LESS THAN T-6" '•'U pER PLAN BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP 5°A`E:y4"=,'-0' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL 6 SCALE:34"=,� 7 BQALE:34"=,-0" 1 A (W/ UPLIFT) SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON LAP TOP PLATE A MIN. OF 48" NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W! PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE Q a BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL Q w SLAB W/10d MASONRY 16" O/C STAGGERED. m U NAIL 16" O/C STAGGERED. F ADDITIONAL METAL e a ADDITIONAL METAL Ar - CONNECTORS NOT ¢ N CONNECTORS NOT REQUIRED WHEN NO O 8" CMU WALL REQUIRED WHEN NO to UPLIFT IS PRESENT. UPLIFT IS PRESENT. - z ° p, 0, POURED UNTEL CONT. P. ) ) 'Cp•. 8" CMU FILLED CELL (TYP.) 70P OF SLAB C SEE SLAB SCHEDULE Q SEE SLAB SCHEDULE I° - - 2X WALL FRAMING _ SEE SLAB SCHEDULE 12" DIA. SIMPSON ST82 BOLTS 5" TOP OF SLAB - - . -"� ... '- 0'-0' TOP OF SLAB a • z o 'ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND i • e • CENTERED UNDER WALL AND °r 16" O.C. VERTICALLY MAX e �,- �- — ,_�-° POURED MONOUTHICALLY WITH .• -- — - FOUNDATION AND SLAB - SEE SCHEDULE • a• SEE SCHEDULE �'T FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY EQ. EQ. EE SCHEDULE AND BAR QUANTITY I. FORwxD,BAR SIZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO AND BAR QUANTITY FOUNDATION WOOD WALL FOOTING AND COL. PADINTERIOR CURB FOUNDATION WOOD WALL (D��INT�ERIOR BLOCK WALL CONNECTION 3/4'=,'-0" (NO UPLIFT) SCALE: 3/4"=1'-0" 11 SCALE: 3/4"=1'-0' SCALE: 3,4"=,'�" (NO UPLIFT) 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.aEdesigngroup.com AA #: 0003326 F q r i a gall W. N us 8tMDrv. Ac LiOT: ABBOTT PARK LOT #9 BLK #11 PROJECT# 04181.000-09111 MODEL• 4EBB "1828—CALI" GARAGE STrMG: LEFT PAGE: DETAILS 160 H E 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdeslgngroup.com L AA 0: 0003325 V �S BMW ae LOT. ABBOTT PARK LOT #9 BLK #11 PI OJECT* 04181.000-09111 HODEit 4EBB "1828-CALL" GARAGE 8VFMG- LEFT PAGE: DOWEL PLAN 160 H EXP. 9j DOWEL PLAN SCALE: 1/4" = V-0' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK ORBONDBEAM VARIES PER ELEV. Z aI .a CLEAN OUT REQUIRED FOR INSPECTION 1 - TIELERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. Z w #3 18" > #4 24" 0 #5 30 #6 W. 47 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=l'-T STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL `SEE SLAB SCHEDULE W EXT. PORCH SLAB BAR SIZE 48 BAR DIA > 4" CHAMFER (1STORY) #,3 18" W/ 1/2" ISOLATION 6" CHAMFER (2STORY) JOINT (WHERE #4 24" APPLICABLE) Z MATCH STEEL #6 30" 6" PVC CHASE N PEFORCEM NT 06 36" R THRU FOOTING � _#7 42" SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE (Dlt� . _ n TOP OF SLAB d e� 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS R �� ■ o CMU UNIT DIMENSIONS ARE NOMINAL SIZES O0/ MASONRY SYMBOLS 3 SCALE: 314"=1'-0" IS N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 Y z dJ 4M ifflow Y aysn:v & for ABBOTT PARK LOT #9 BLK #11 PROJECTI/ 04181.000-09111 MODMIA 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C JAN 216 Dom' 01/20/21 8cA* r- 1/4"=1'-0" B*Ec= S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 1 Od x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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 MANUFACTURERS 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .1 TT' " x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) W�, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTEDSOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-1T/OMI08 SF16-1T/OM/OB 8F16-lT/OM/OB 1 ♦ ♦ 1 ♦♦♦ I� QI 1 ♦♦ UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0', UNO. 8RF14- iT/OWOB ------------ 1 1 1 8F16-lT/OM/OB 1 I l' — �'f 1 —�.--------L�--------1����������J 8F16 MIN.-lT/OM/lB 17'4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = T-0" /i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 14 4 tlC F >✓ O O �pX{ HLIHDIV. & LOT. ABBOTT PARK LOT #9 BILK #11 IP3MDJMCT# 04181.000-09111 MODEM, 4EBB "1828-CALL" GARAGE SIF MG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 PH E DATE 01/20/21 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=V- NOTES TO THE INSPECTOR/CONTRACTOR TY Sw 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ,#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTELmg . �c V' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT. OFF\ REINFORCING (L2) 4. HE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"X16" io 5. SHOULD THE BOND BEAM BONDBEAMTTED AND A COINCIDE IS PLACED. THE BOTTOM BOND BEAM LINWITH COURSE REINFOEEL RCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. / pp,Ac-, t'_ S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �I•-- / N•'L ' � SxI 6 DBL. BONE) TOP OF BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR .y _ BOND BEAM I .��� U = UNFILLED / NWT GROUT SOLID FROM T«' .pDQ NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1T/11V/ B LINTELW/ASTCONCRL2TE NOMINAL LENGTH OF (1) #5 OF MASONRY P� HEIGHT #OF#5'S, TOP IT S THIS ENGINEER'S INTENT BOND BEAM COURSE OPENING-2" 2 BEAM DESIGNATION THAT XFXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE ANDXFXX- 1TNM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTELW/O STEEL(0)REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS T AND XUXX-1T/1MA8 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1T/DMIOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SVEA45 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 14/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST "a 1M' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114') 8' SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-014" n EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BILK. EA. END EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW CMUWALL A SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 5 J SCALE: 3l4" =1'-0" r SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR - AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.7746078 FAX: 407-7744078 www.abdesigngroupcom AA #: 0003325 V >r Z K Q gp aUBDIV. S. MT: ABBOTT PARK LOT #9 BLK #11 PROJECT# 04181.000-09111 HODEL" 4EBB "1828-CALI" GARAGE 811IMG: LEFT PARSE: DETAILS 160 MPH W. C "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8B41B 181T tt tt 1TA6 -tT TYPE LENGTH 8/8 PLAIN 8/8SOLID TYPE LENGTH 1T arse 1r 8201r 8RA tt 8/� tt 8!92-tT 8f8-18 61Tn 1Tn 1Tn tTn 1Tn wu 6n6-zr amn &24-2r arm-2r &=-zr 3'4' PRECAST 1436 952 3114 4217 6321 am 7531 3' PRECAST 8 689 1024 3 8' PRECAST 1509 3524 4394 5263 6132 7007 2485 8113 8385 7708 9031 10000 1569 3524 4394 5283 6132 7001 4'4r PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0• PRECAST 514 763 4'-0' PRECAST 1383 3060 3815 45M 5325 6079 t961 6113 7192 6524 76Z7 8751 1363 306D 3815 45M 5325 8079 4'$" PRECAST 819 533 1770 2400 3033 3886 4300 4'$' PRECAST 398 591 4'-0' PRECAST1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7555 1207 2707 3375 4043 4711 1 5379 51-C PRECAST 931 1247 I= 2500 3123 36M 4249 5-4" PRECAST 411 411 54" PRECAST 1016 law 2374 2944 3513 4084 1319 4460 7198 7342 1 5780 6259 1016 2276 26M 3399 3961 4084 5'-10' PRECAST 817 1024 1631 2090 2549 3009 34ro 5'-10' PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 58" 6036 6548 5776 920 2090 2503 3107 3620 4133 8 8' PRECAST 892 1139 3227 3031 3707 4383 5061 8' PRECAST 410 721 B'$" PRECAST 835 1201 1578 1955 2332 Z709 1130 3227 4596 7054 1000D amB' 836 1868 2329 2790 3251 V12 Tor PRECAST 570 938 2498 2205 2868 3191 305 T-w PRECAST 303 534 T-w PRECAST 716 900 1181 1462 1743 2025 2498 3408 4864 7097 $472 7Z7 1624 2025 2425 2827 3228 9-e PRECAST 428 833 1593 22D4 2481 2618 2521 9'-4' PRECAST 192 384 W-C PRECAST 454 am 767 9" 1129 1310 839 1674 2298 3081 4099 4899 572 1916 1843 1989 2184 2519 10 8' PRECAST 388 467 1247 1767 1904 2163 2028 10 6' PRECAST 151 301 10-0' PRECAST 355 468 012 755 809 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4' PRECAST 330 544 1312 1742 Z252 2658 3630 11' 4" PRECAST 132 417 11'r4' PRECAST 430 406 530 653 777 872 644 1312 1742 2252 2868 3552 468 1042 1372 1843 1470 1710 1T-0" PRECAST 308 507 1210 1596 2048 2506 3191 12-0' PRECAST 111 370 12 0' PRECAST 383 366 476 587 696 783 507 1210 1596 2048 2586 3171 440 840 1300 1580 1314 1478 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4' PRECAST 82 298 13'4' PRECAST 306 303 303 464 575 645 414 1045 1305 im 2316 2005 395 780 1057 1312 1071 1203 14'4)" PRECAST 254 See 978 1272 1806 1966 2279 14W PRECAST 71 293 14'-0' PRECAST 279 278 360 443 an am 390 978 1272 1608 1950 2389 378 717 961 1192 975 1133 14'4" PRESTRESSED N.R. NR NR NR NR NR NR 14,$" PRESTRESSED N.R. 283 14'4r PRESTRESSED 239 422 506 628 746 a65 458 1079 1420 1824 2277 2712 246 8633 980 1237 1474 1715 15'-4" PRESTRESSED N.R.42 NR NR NR NR 15,4" PRESTRESSED N.R. 252 15W PRESTRESSED 224 387 684 793 412 1014 1340 70 1703 2116 2513 230 878 908 908 17313 4 7363 1572 1T�' PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R 183 1T 4' PRESTRESSED 187 328 365 451 597 880 300 856 1121 1413 17� 2047 192 508 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1W-4" PRESTRESSED N.R. 148 194, PRESTRESSED 162 288 348 430 513 595 235 736 959 1200 1467 1716 166 420 623 8D3 960 1096 21'A" PRESTRESSED N.R. NR NR NR NR rut NR 21W PRESTRESSED N.R.125 21'4" PRESTRESSED 142 219 308 361 454 527 180 596 833 Me 1186 1466 142 373 537 890 816 943 22-0' PRESTRESSED N.R. NR NR NR NR NR111 2Y-0' PRESTRESSED N.R 118 2E'-0" PRESTRESSED 137 226 Z90 359 a28 497 185 550 784 992 120 137 358 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR 24'-0" PRESTRESSED N.R.91 24'-0" PRESTRESSED 124 174 245 302 360 416 129 450 654 824 01 101 124 319 455 661 687 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING UCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE ON ACCEPTANCE #: 19-0130.13 F & N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA#:0003325 M q � = d lY lilITITI IA U13DIV. Ac L01il BBOTT PARK LOT #9 BLK #11 ROJECT# 04181.000-09111 MODELA 4EBB "1828-CALI" GARAGE BTFMG: LEFT PAGE: SAFE LOAD TABLES 160 APH EXP. C AA NO D 01/20/21 SCALE: 1/4"=1'-0" SHEET S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSNN HETAL20 W/ (14)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSN LTA2 W/ (8)1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSN H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED N CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED N CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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 ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .1 T7" ° x 2 7/8" LNG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED N RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER! ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM T14E CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16 COMMON NAILS & SECURE TO BM. V h� SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ1 p EJ7 — — — r — — p — CJ1 I 4 CJ3 = p n p fl p p p p p n n p 1C p p p = CJ3 ATTACH 4'-T LONG 2x SCAB TO CJ5 = a p n n n TRUSS WI tOd NAILS Q 6" O.C. p p p I CJ5 (4" FROM EA. INC ss to � 1A 1 At4G - 1 Art�xarazs= _ _�=mom aa�x�a sa�ea :�:r " a� A10 =a' 9 = 4 o N A�=x�=:�-� aaaaa�a amemm�ar:ma 0 O z ¢ Z _ Z Q Ada:= 1 1 I I I ¢°m o� A a FAbF T®ROOF = 02M=.GMAX 1 I I I III 1 ¢ a=aa=a= a=saw a=a =as�3sma�aazee 0 U O I =I= I 1 I l a o ¢ z 11 N Z U 1 1 I I I 1 0 A1A a-ss=e==aaa�a== s:a=asses spa °_ 0 I I I 1 1 I aAccEss� I I I I I I o 0 LL N 1A to 00 LL m=m maa�m a�a a�a a�m a=�m a s° 0' 1A O � i U sm®m =-- =-- 11A to I GT I I I to 1Cl J 1 L Le-- -- —° -- -- `Fj• EJ2 — 7 8 7 8 1 1 1 1 FRAMING PLAN SCALE: 1/4" = l'-0" .l� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Z q 7 C BQ W�U SLJHD1v. de LOT. ABBOTT PARK LOT #9 BLK #11 PROJECTp 04181.000-09111 MODEL" 4EBB "1828-CALI" OARAOE S7 U40: LEFT PAOE: FRAMING PLAN 160 WH EXP. C �"p"wa"E:' 01/20/21 a SCALE: 1/4"=1'-0" SHEET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE mmmll @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' A41) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 1Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 TO HTSM20 W/1010AND B{2) SIMPSON HETA16 TRUSS ANCHOR W ITH "ROOFM/ALUFLOOR SHEATHING TRUSS ANCHOR WITH NOTE: A Pi SYP #2 2' x 4", TRUSS AND (4) i/4" z 21/4" 1 x 1 NAILS TO TRUSS FASTENER SCHEDULE' x 1 NAILS TO 6", S" x ADDED TO TITEN 2 ANCHORS TO T DBL STRAP, 1 EACH SIDE WRAPS UP AND DB , R GIRDER. PROVIDE 5" GIRDER. W/ tOd NAILS, 2 ROWS, 3" NAILS, 2 O CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{7) 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) 10d 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 W110d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO {1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" z 2 i/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) }" x 5" TITEN HD TO CMU AND (12) SOS CONT POURED LINTEL 2x SECURED WI (3)16d }" x 2 J" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, W 2x WOOD FASCIA (2) } x 5' TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12- O/C FOR REVIEW 2x SECURED WI (3) t6d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 5-TITEN HD TO CMU AND (18) SOS }" x 3" W SECURED W1 IOd 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, S• EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = UA 810 LBS, L:770 LBS (i PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L1430 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 = SM LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 GIRDERSCALE: CONNECTOR(S) R(S) 2a 2b 2c SCALE: 3/4'=1'-0" GIRDER CONNECTOR(§-)— (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 314" T 8 G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO XBRACING IS PRESENT AT GAUGE COVER 5 TRUSSES) 4'-0. O.C. (AT SHEATHING W1 dx1/ I0 W/ 10dx1/2 HOG NAILS 0'4Y' TO 30'-0" (1) "X" BRACE SEAMS) R @ EACH END. TOTAL OF 10 30--1" TO 60'-0 3 "X' BRACE () SECUREBLKW1 8 PT. PLATE (1) "X" BRACE @CENTER TO BLK W/ 12" OIA. IA. FLOOR W BRACE ED ANCHOR BOLT W/IG FR GIRDER 6'-0" MAX /lX4 M/ ) M CENTER T) OEND.WASHER SET IN HIGH R 10'-0" MAX /2X4 STRENGTH EPDXY 6" �` SEE ARCHITWOOD ECTURAL URAL MIN. EMBED. AT 32" OC R TON lx4 DIAGONAL MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR W" HIGH STRENGTH CLG. BOARD rn U BRACING, SEE PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ a N MAY NOT BE (2)10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) a REQUIRED TO BE INSTALLED @ 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18)16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 SUDS SEE POST TO SR DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. ° - tx4 BTM. CHORD BRACING 6'-T OIC END WALL OR OTHER •- ° < , MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ° v # - r :. -. o- 10'-0" OIC MAXSECUREO W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END NTERsecnoNTYP. BTM. CHORD BRACING 7 PRE-ENGD TRUSS sDALE:a4""=1-0-0' "' POST CONNECTIONS 6 sDALE:3^"=1'� JGIRDER/WOOD .Q< SCALE: 3l4"=1'-0" 4 FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE sDALE:34"=,-0 (NO UPLIFT) NOTCH DEPTH1/4°D GE>s6 USED SO LONG ASTHEY CONFORM TO THE METER FOLLOWING L. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES OLE 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 N THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10AOR LGT2. ROOF TRUSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BHOLE DIAMETER P<3/5'D DBL. STUD STUD NOTCHING ALTERNATE MATERIALS 11 AND BORING LIMITSBORING LIMITS SCALE: 3/4"=1'4r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 is 4 1,- h 4a us ZE 0 SUDDIV. de LOT: ABBOTT PARK LOT #9 BLK #ll PliOJECT* 04181.000-09111 MOD=z 4EBB "1828-CALI" GARAGE SwnaO: LEFT PAGI& DETAILS 160 MPH E . C D w! 01/20/21 SCALE: 1/4"=1'-0" SHEET S3.1A VTCR SPACING (1) AT EACH END y 214 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (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'-W TO 30'-0" (1) "X" BRACE ii 0111 30'-1" TO 601-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X' BRACE @ CENTER "X" (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ "I (AS PER TRUSS ENG) "u I PLYWOOD SHEATHING, SEE I "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1X2 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG, 2x SECURED Wl (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1X2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN ITO/C AND APPROVAL SECURED W/ (2) 12A's PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS ALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS n G SCALE: N.T.S. W/ HIP RETURN PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOODO.C. SHEATHING SEAMS) (BLOCKING TRUSS (TYP) NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION 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 37' 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 @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3!4"=1'-0" 1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigftmp.com AA N: 0003325 Y � dl �Q Y 1 F 0 MOD SUHDIV. It MT ABBOTT PARK LOT #9 BLK #11 PROJECTip 04181.000-09111 MODEL.• 4EBB "1828-CALI" GARAGE 81111IIIMG: LEFT PAGE DETAILS 160 MPH C PRIIVT DATE 01/20/21 SCALE: 1/4"=1'-0" SI;EET S3.1B q IF—�F ROOF WIND DESIGN PRESSURES HEY (GROSS) ASCE 1 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT - 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32f16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/3T STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 2318' 0.113 170Opp (16-20 RINGS F1667 RSRS41 SCREW SHANK PER INCH) SO RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 112" CDX OR 711 6"O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEAMENT SPACNG ZONE V Bd NAILS @ 4- O.C. ON EDGE AND S" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 8d NAILS Q 4" D.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES ,. 1i ' RAFTER OR TRUSS _ ROOF SHEATHING ■mm 11 . ��u�' 11 ■��==L 11 mm_m► 111111 . . BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING G 16" O.C. FIRST 4 BAYS Wf (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING (—#8 2- DECK SCREWS 0 6"-8" O.C. MAX G EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020.71N EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402J602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SfTUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE: ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK - THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33C33G1. MRXIMMAGGREGATE SIZE WALL BE 3W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO FARM OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE AFETO BE CIMAFERED 3W ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. F6 = 1100 PSI AND A MODULUS OF PROVIDE CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRME UNDER ALL WHERE SIABS-0NGRIX#ID INDICATED ON ROVIDE 6 ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE RAWMGG. SEAMS LAPPED S INCHES AND SEMID WITH ADHESIVE E TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2, STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH, AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A7064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61WISM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 MEETfNG THE REQUIREMENTS OF ASTM A446/A446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE. AND RUST AND PLACED IN ACCORDANCE DESIGN LOAM: 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 pN AND VERTICAL 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--r4 REVIEW, TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 3V WOOD TRUSSES. 10 psf BTM CHORD t1Dn- .-rd #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND SEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. p#f TOP CHORD p CHORD STOP (7 psf ASPHALT SHINGLES) pat GYPCRETE) (7 (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 p 10 BTM CHORD 5 psf BTM CHORD S I C THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D 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 DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf 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 WIND: DEAD LOAD SPEED =2R2020) MPH SU SECOND GUST (NICE EXPOSURE C. RISK CATEGORY II) (FBCBLE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC WITH LIMBED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT. SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pst, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30Def, BALCONIES (EXTERIOR) WITH FIXED STAIRS: 0psf, 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: MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf 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 RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. 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. WIND 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 CAD, GRADE fM - 20M PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL 13E RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY�1P MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: 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 FOOTINGANDPL MIXEDASO OUTLINED UNDER ASTM HORIZONTAL EXCAVATIONS AND SLAB BE COMPACTED TO A DRY DENSITY OF AT LEAST OF THE THAT EXTEND INTO SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SHALL B 3/8" T ICI REMOVE M PROTRUSIONS ENALL MAXIMUM DRY 7. T MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 61557. TREAT ALL BE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE `.� .E-�, SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00/A500M, GRADE 8, Fy = 46 MI. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTL#RAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A3D7 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR $HALL SUBMIT PROPOSED MIX DESIGNS. WITH HISTORICAL STRENGTH DAT0. FOR EACH SEPARATE MU( PRIOR To MI NS. HHIST M STRENGTHDATA FOREACH $ ALL SURCONCRETE OTHER BOLTS SHILL BE ASTM F3125IF3126M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE SLUMP SMALL EXCEED THE SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTMGAIC94M OR WASM6NG, MIXING, TRANSPORTING ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED W ITS FINAL POSITION SHA L NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALLBE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE YW TH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONSr & FOR CONCRETE EXPOSED TO EARTH AID/OR WEATHER 1.1rT FORM ANDSMALLER 2' FOR 05 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31V FOR SUBS, WALLS AND JOISTS I-12" FOR BEAM AND COLUMN PRIMARY FEJNFORCELENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER S#E TYPE SPACING REAIAAKS W-Tm SITE TYPE SPACIAL gEANIE6 FUWtING To IMASONRYICONC. CA4E-El NAX1t?LONG.% e'ac GARAGEOOORBUCK 10 BIASONRYI�NC. Ir OW NO WASHER TAPCIXI AIASpRY ASTENER e. MBED., r EW D.I. YT EDGEDXIT. SGO,AL.EM.�OORS UPT.SEEN 6 CASE NAROEH:O COIL rOA SiAGGEIED WWC/w,DOOIL fA3TQff0 INTO IMSONtYAXINO. GARAGEDOORB110( To1M9gtYWA]IIC. 1?IXl W/ EIPANBIDNBOLT 2r O'C rEA18ED.,rFIA 06T., SEDGE DUST. wsAaW eucK CASE HARDEFFO colt role wx4wwmeow FASTENED AA:rus T. CONTACT THIS ENGINEER FOR SPACING v Pr. SEE NorEs XltrrLONc. siAGGer<D INTO M.soISUrAxxA. AtAsoFar/ca+c. REQUIREMENTS EM.SWMG DOOR BUCKH,PT,SEENOTEB ITT Bn81xA. NO WASHER •iAFOOer FASTNER tS"OTC 11?EMBED,r END. DIST.,—DGEDHT. NON .G- WALL TO GONG ERNE 1T EKPA- YT O,G 'EMSED.rENp WIWASHER Bq,T D19T.,TEIX3E GIST a PrwwDovYeucrc 8.1SS•PNxTIB• rCA rEND. DIST.,I IIY PT TO STEEL CCU., SEE pSNER GGEREO EDGE DIST. A Ee NoTo 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 MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HI TI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #, 0003325 J Y 666 ib O ib ib $$s BU13DIV. & LOT: ABBOTT PARK LOT #9 BLK #11 PROJECT/' 04181.000-09111 MODEL" 4EBB "1828-CALIF" GARAGE SIFMG: LEFT PAGE: DETAILS 16 PH XP. aA NO ram a DATE: 01/20/21 SCALE: 1/4"=1F-0" sFIEET S N1 TYP. EXT. SHEATHING ATTACHMENT otn(�� 383s 6 sum,