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Home My WebLink About7619 Broad Pointe Dr99 1828-4EBB-CAL1991 �y HOMES A�� 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax- (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -In► BU MM CODE, 1,, ABV. ABOVE LAV. LAVATORY DATE DESCREMOx •M �� (2=) -ALL. LOCAL. AND SPATE COM A/C LT. AIR CONDITIONING ALTERNATE LUM. M.C.I. LUMINOUS MEDICINECABINET PJIlI6A9 CD'8t88UFD ARCHITECTURAL SHEET DESCRIPTION 0U6AB 2M7f1 F9O UPDATE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) -OCCUPANCY - RBSIDENPfAL GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B 'BASIC WIND SPEED - volt=180 MPH Yard=124 MPH -1a03URE - C -I-STORY RESIDENCE - -2-STORY REMENCE - MAX. MGRT AS PER LOCAL AND STATE CODES AMP. BD. CL CAB. CLG. CLR CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION MIN. M.T. MTD. MTL. O.C. OC PL P.B. PH. PLT. PLYWD. P. P.T. IL MINIMUM T METAL MOUNTED MOUNTED MOTAL ONCENTT TO R ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER PG Cl-COVER SHEET PG AI -GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATIONS "C" PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL (MbA9 CDSR{-I851FD (u/eul6 SCNGELEVATIONSADOED 0MAD COSRE-ISSUED 04/Blb FOOTNCs REV" PER M. BOUEB a,�5 WgFE-RFD 02/" ADDED ASS FOORR AT GARAGE OVAL (FORT MYERII) CMAS PLAN MANTBNANCE OVAM REvuED LNTEL SIDE AT FRONT ENTRY DOOR DISP. DP. DR D.S. DTI. D.W. DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH RAD. RA.G. REF. RM. S.C. S.D. RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE 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. CALL• S ' ADDED ADDITIONAL RECEPTALLE INGARAGE PER UNLL BAT80N (hELB.) (9Nfl4/19 REVISED HVAC vourEs ON SOFT cAlc BCFIEDIA.E OMEIDETAILR.O. OS/12/1% ADDED 'EXTERIM MOW DEEP FOOTER' DETAIL 12/6114 (ORL) 064M ADDED LED L*M • KITCHEN 4 BATH PER MARK ROUES ROLAND A. ABOUCHACRA AR No. 93723 EA. ELEv. EQ. EXH. EXT. F.GJFX. ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS S.H. SHT. SHTHG. SHWR SIM. DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR PG WA6-WALL ASSEMBLY DETAILS 01AS 9 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) ®yIUB,EyATiQi'G•$IDB'ia-ADDEDLOWER.ifABLEI'd00F 10/M/I9 .ADDED OPT. W-V CEILRG iIEr4M A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 LIVING I.828 $�• FT. GARAGE 43® 9Q PT. ENTRY Ib S, FT. 1AN°I ESQ FT. TOTAL 2r362 SOL PT. F.G. FF1, FLUOR. FR. DR. FTG. GA, GAR G.F.I. GL. GYP. BD. H.C. HD R FUEL GAS FIN FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE GARBAGE DISPOSAL INTOERRRUPTEARTC CIRCUIT GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER S. STD L SWS TEMP. THK. T.O.C. TOP. T. YP U.N.O. V.P. W. SLIDING ST'ANDARD DING S SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TE ToT.O.S. TOP OF SLOFFLAABB TYPICAL UNLESSNOTED OTHERWISE VAPORPROOF WASBER NRroI�o uSr cocTaRS u#tH SE PSCN�� ONMIRO REVUfE ENKAVBNT RADON PLAN DI BNSIQNS 0NM94a OFT. W-(Y CLG, HGt- ADDED LED Lrwr IN FOYER 0U0" OPT W-O' CL& HGT. ELEVATION •C'- REVISED HEIGHT OF ARCHWAY SUft/ o ADDED ELEVAT06 V # M' (oft) STRUCTURAL SHEET # DESCRIPTION pT W ADDED ELEVATIONS (Oft)H.B. PG Sl-FOUNDATION PLAN PG SIJA—DETAILS DRAWING / CONTRACT DOCUMENT &MI MV FW UPDATE REVIEW BY BUILDER MT. OR HT INSUL. INT. HEIGHT INSULATION INTERIOR W/ WD. WDW. WITH WOOD WINDOW PG S1.2—DOWEL PLAN PG S1.2A—DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR W/H WATER RATER PG S2—LIFT BEAM PLAN AND NOTES INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S2.IA—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (A3 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DEfAIING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDUIW IS FOR THE PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3. —DETAILS PG S3.IB—DETAILS PG SNl —DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES 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. I N.RONALD REAGAN 8I LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-7744078 wwwabdeslgngroup.com AA #t: 0003325 y 64 aUSDriv ee :.oar ABBOTT PARK LOT #28 BLK. #11 PROJECT# 04181.000-28111 MODE1L 4EBB "1828-CALI" GARAGE 93'WMG: RIGHT PAGE: COVER SHEET 160 H E . C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR TIE 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 SWILL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM 140.26 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 141NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0 BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES! TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- 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 CONSTRICTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SWILL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLU16rlli 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'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERSIOS 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 R3012(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, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/7 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-G1063-19a & 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. r9tE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEY9RG8 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB 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:12/10/20 (RM) 1 N. RONALD REAGAN Bt LONGWOOD,FL32750 PH: 407-774-W78 FAX 407-7744078 wwwzbdesigngroup.com AA N: 0003325 Y � q b StmDrv. a LOT: ABBOTT PARK LOT #28, BLK #11 PROJECTip 04181.000-28111 MODEU 4EBB "1828-CALL" GARAGE ST►IMG: RIGHT PAGE: GENERAL NOTES 160 MPH A. C o 1oiunlo M M ausell all a11i1111111a �a11��110 11, o 0 � O allofc M � DPW . M ROOM G ri ■ LET . �a � O WWI - T I J Di o to of . o . ATTIC I • a o AS RECL PER IBLDGI.CODE MGMARo ,1 c p FOYER I IRO I _1 —306 • pa LE Mo oll��llo oll��rfllo ok��io 01��1,10 FLOOR PLAN SCALE: 1/4' " 1'-0' -* 9 SQ.FT. CAM'S LININGS 1,928 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 $a FT. LANAI 88 SOL FT. TOTAL 2,362 $a FT. OOli1'g61f ND QAODIpMID LWICB allelc rc a r'as11E Fa a eeoo w Duals MOM MOTWE Sam FOOTME WE faWHNDINO IBY11® MIN. WINDOW w 5 34/-45 CRITERIA EXTERIOR SUNG IB 5 33/-43 DR. MIN. CRITERIA SAD. MIN. 41 5 3V-39 CRITERIA 8010 01-ID. 56 5 29.1/-313 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, MEAN ROOF HT. = ll'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00111 LDATER10Pa C TOP PLATE B in BAR DETAIL A SCALE: IR'•I'-®' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 M'1) M THICIQJESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MMUTE FIRE -RATED DOORS. 11 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngroup.com AA R: 0003325 o b BX MDIV. ae LOT: ABBOTT PARK LOT #28 BLK. #11 PROJMCTiv 04181.000-28111 MODICX. 4EBB "1828-CALL" GAItAGE 8TfMG: RIGHT PAGIC: FLOOR PLAN 1 MPH C AREA OF ATnC 2364 Sa FT NETFREEVENTIIATION AREA REQUIRED = 2/300 REOIRRED VE4TILATON AREA 2364 /30D 7.88 VENTILATION AREA X SO, INCHES PER FT. (344) LM72 SO, IN. MIN. REQUIREDVENTILATION = ,SX 2334.72 IN UPPER PORTION OF ATnC = 567.36 SO, IN. __-___-_-___-___--- OFF RIDGEVENTIUITION AREA 125 SQ IN. PELVENT 567.36/2ss FYPON LVMX24 TOTAl80F VEN15PEQURED = a93357 SHINGLE ROOF D b OR ECUIVALENT , TOTAL80F VENTS PROVIDED S 'AREAOFATTICISTHE PERIMITEROF THE ROUSE, LESS 7HE OVERHANG LAP SIDING AS OFF RIDGE VENT NOOVERHANGSIN[U EXTERI IERIOROF WALLTO DOROFW AIED SIFIED F''EC ' 4FW b �EIZE M A / / A61 (TYP, J I OR T EGIUIVALENT II IRt FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A LIGHT 0'-0' FIN. OFF RIDGE VENT OFF RIDGE VENT 00 WE ULMN milli I . �al REAR ELEVATION SCALE: 1/4 . 1'-0• TEXTURED FINISH 8'-O' BIRD. HGT s 0'-O'FIN. FLR ------------------- — --_—_----'----------_—_— 0'-O'FIN, FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT 8'-0' BRG. HGTs_ OFF RIDGE VENT I -ru ip P-7 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH -0. o0'-0' FIN. FLR I - I DECO. DTL. A BCALE: 1/2 - I' -0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwabdesigngroup.com AA tk. 0003325 R M p� � � =• y� Li I'6I oil, aysDIEV ac LOT: ABBOTT PARK LOT #28 BLK. #11 PROJECT# 04181.000-28111 MODEM 4EBB "1828—CALI" CARACE 8WMG: RIGHT PACE: ELEVATIONS „CN %160 M XP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -- 0 MY OUTLET 20 AMP I NO&A POLE NOV OUTLET IIOV CUTLET IG Q CUTLET AMC TO NRTCN —l�1OM RSV OUTLET N"UMMI 1Ww4C PAIL Nlwlee Rw•ew PHMTAN! IT'PU 220V OUTLET !.OwllE cowacTm OUILST SwTCN SWTC4 9-WAY OPER IS4 01"014 4-MAY OPER I.-o MOLL IUI►nfD ' tv! Lean CEILNG LIWT © LED CL4, LINT LED VAPOR ©VP PROOF LINT @ VP VAPOR PRIMP LINT @ RBCBiS[D CAN eVEn. PAN I CRt PER SOL FT. mid"TON RtKISUf I DM R PER SO. . V FD4IISt !SPEC! TMD SY BRAP AIRDUO (IBWSSED ) AIR7RW (BURFAGE ENT) �� r PLIIDIReacE+r 4' RIIOI�CER p� W- , 7 21 A N TRACK LINT O PEEL 1110111 METE1t O SD. 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PRE-COFMTRIICTION tEl INri • ALL M 4 20 AMP MRACN GROUTS TO ME ARC FAULT PRI7TEGTED P PER ELECTRICAL ROV61" OF PamTM1H lIDRTION 0010) 4 NEC 2MD 2eM EDITIOK • 20 AP DEDICATED LAIOW CIRCUIT. • OR • MLAD (NOT ON KITOEN CIIRDIR) • 010NLL48MER DISCI7SEC'T TO SE LOO(OW N PANEL • BATHROOM ESIMIST FAN TO EVE MR CAPACITY OF SO CRT INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION ME01! • LAU DRY ROOM IeEGIPTACLE SHALL DE GROUND FAST CJISCUIT-NTERRIIPTER PROTECTION FOR PERSONNEL ON REDERS • INRNG METHOD al. A., BE NON METALLIC CAME PER CLMCTR11CAL PRovMl" OF BIG& TTN m t2D202 • ALL U OIC TO COMPLY SUTN ELECTRICAL PROVISIONS OF TIE PMC6 TTN ED l2 M ALI CEILING MM. U314T TO BE INSTALLED, F'ROVIDE J-BOX FOR OPT. FAN — — — — — — — — — — — — — — — — — — — — OPT. COACH LKrHT ELECTRICAL PLAN SCALE. 1/4' a 1'-0' METER FVERIFIFY LOC. WP Panel MAIN • A PANEL: 8116 wperL b iw VOLTAGE: 1201240 V-1Ph MAN: 150 Amp M.C.B FEEDER 3411 Cu TIAAN & 1-N6 Cu (G) in 1 I& C. OR 34200 AL TFMKJ& 1-56 Cu (G) in 1 10 C. 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Ft. 5484 1 at 65WL at 100% 65 oW GwwW LWs & Rae (WEN) 5549 Olds# _ Tobl wets I I 12 i I L i I I I a I I M I I I I L I LED LIGHTING @ DOUBLE LAV. BATH 9 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL tAOTM A ELECTRICN. MATERIALS AND, INSTALLATIONS & W.L COMPLY W M ELECTRICAL PROVISIONS OF THE FISCIR.71N ®rrIGN l2000) LOCAL CODES. AND ALL LOCAL PCRER COMPANY RWAIE MINTIL M. ALL CONDUCTORS SMALL Be TYPE TI4HNRN N L14JM NOTED OT EWAL FOBlR COI"PANY 7RANSR 01!'R _ I I L I I I LED LIGHTING @ SINGLE LAV. BATH @ PROVIDE 'YAAC OL TNN a F% CU N Y COOR R 3 WIC AL TNW • ft CU N 2' CONDUIT OR 2/O AL SPA (GONOWT TO TERMINATE ABOVE SOFFIT • OV£IM4.0W DOMCOC42ME04E T SERVICE GT SUMCN AND ISO AP I20A40 VCLT M EL.ECT= METER IN I NEMA 3R ENCLOSURE TRLN4SE PAtEL 60ARP TELEPWOE SERVICE CAML ENTRANCE eEav EQUIPMENT [OIIP MTlt7Sl'ST@1 BODNCa TEI'YNAI. AT LOW VCLTA45E CONNECTIONS PROVIDE N AMP. 00/240 VOLT, I PHASE SECOWARY�— I V al SIR"" GROUND` TO ELECTRICAL SERVICE, PROVIDE 3 R ER COPP(CU) N CONCRETE E4CASEp FOOTER MTERL PER I -MA" C" SCHEDULE SO PVC CONDUITRONS OR PROVIDE 3 ELECTRICAL PVISIOOF THE FECR TTM 4AC ALUMINUM (AL) N O 2" VIA SEDILE SO PVC UNLESS E!?l�il�l CONDUIT Ear SERVICE E PROVIDED BY T1E ELECTRIC COMPANY. =ORDINATE VM T1E ELECTRIC M" DUA K S FT LOG COPPER CLAD GASOLINE) ROD COMPANY PRIOR TODI0. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 wW W abdesigngroup.com AA A 0003326 � fS O Ilia cl Ia SVEIDIV. � LOT: ABBOTT PARK LOT #28 BLK. #11 PROJECT# 04181.000-28III MODE& 4EBB "1828—CALI11 GARAGE 811NG: RIGHT PAGE: ELECTRICAL PLAN 16 /i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 ONp PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #. 0003325 I I I I I I --- I LAY. UIG.o 1 � I I - ---i eo I n • • I SINC nTE nu I I I SHM PAN 0 25'-5' I I II I 3 2 • I I I I 2' VTR �y -- VTR KSNK UVIW j I `\�� 1/2'� 1 � 1\ I -II' 3'-I' 3'-2' AUTO VENT 2, Ip� O r \ �2• I Imo' i v24 �2.1� In' I I 2 • AY a r I I Av I i L 4Y � �-----� TUB 2 I 3' 2'I UIG 3 3' I I � I g• 3 1IlS�i 2' SNUAQ o P 2, M 2 el¢ co 4 wAsu ----- 4 TO LH MAIN I PLUMBING RISER DIAGRAM I PLUMBING PLAN SGALE: V4 . I'-0' V R dd � a d b o SiJHDIV. Ae LOT•. ABBOTT PARK LOT #28 BLK. #11 PROJECT 04181.000-28111 MODEL: 4EBB "1828—CALL" GARAOE S�IIrTO: RIGHT PAOE: PLUMBING PLAN 16 H C SiJHDIV. Ae LOT•. ABBOTT PARK LOT #28 BLK. #11 PROJECT 04181.000-28111 MODEL: 4EBB "1828—CALL" GARAOE S�IIrTO: RIGHT PAOE: PLUMBING PLAN 16 H C HVAC NOTES 1. ALL MECHANICAL EQLIPMENT SHALL 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 FAD 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED CF SMOOTH GALv. METAL OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 603) 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATWING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. If. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFR)SER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRW, — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN # LIGWT O/A OUTSIDE AIR ® THERMOSTAT B PASS-THR) AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP >ATTIC OR EQUAL CEILING EXTERIOR WALL PLENUMICEXMIRIOR AIR RETURN SECURE STRAP TO UNIT UV (2) 4' CONCRETE SLAB $XI 1/4' SHT. MTL. SCREWS ON AND LIQUID AIR SUPPLYGERANT LINES CONDENSER UNIT AIR HANDLER CONNECTION TO PAD WALL VC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVARTRAYLEEVE TO LINES BELOW SLAB IGERANT LINES TO PLATFORMCONDENSING UNIT TRAP DRAIN LIME AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS SCORIATM NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CO. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86VM INSIDE SERIES NICKEL BRA86 TOP CAULK P.vZ OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPj. FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (g)EXT. 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. ■ 1441 N. RONAL D REAGAN BLVD. L.ONGWOOD, FL 32T50 PH: 407-774-6078 FAX: 407-774-0078 www.abdesigngroup.com Y: 0003325 R b y r r O 6 O MN SUHDIV. tc 1CAT ABBOTT PARK LOT #28 BLK. #11 PROJECT# 04181.000-28111 MODELa 4EBB "1828—CALL" GARAGE 14IIING: RIGHT PAGE: MECHANICAL PLAN %16 PH A C 2X4 TOP PLATE P PRE-FAS TRUSS V2' CLCs. COAL® VY DRYWALL SECURE BT. — PLATE TO SLAG W/ IOd MASONRY NAIL R 32' Or — MAX FRN. FLR 2X4 WOOD STUDS •24' oic. SLAB PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. D7 SCALE, 3/4'.I'-o' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.I.1. ROOF SHEATHNG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS --�/gyp MTL. DRIP EDGE J/I� / 2x FASCIA PER—J X 1 -0 ELEVATIONS / I T oAYIH. VENTED SOFFIT In' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ CU- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-V' OR GYPSUM BOARD OR V2' aSTREW3TW GLG. BOARD _SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION I R-4.1 INSULATION —� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. OL. 8' CMU� In, GYP. O.L. BD.� WOODBASE —� .'a FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FISM 905.U. ROOF SHEATWIRNG THICKNESS AS PER SHEET &4L SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY n W/ WINDOW OPENING n TYP. WALL SECTION 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'.I'-V' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 r. LK t FYC ewR nowa�s w 2B GAS LINE THRU BLOCK vrnr FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SMI.L ROOF SHEATHING THICKNESS AS PER SHEET SNLSECURED PER FASTENER SCHEDULE IL. DRIP EDGES / 2x FASCIA PER MA: ELEVATIONS O.W 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 naco�cr GALV.are3� AP40VAL IFAQ VEPVVAL TRACK FASTaWID ro TRAM aRACKUe uv neocx= APF WAL RRa s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-W 2X4 SPF 24. O.C. MAX SECURE W/ 1NAILB� * EA.. END 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAIL6 STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS �gvPRE -ENS WC. TRUSS , PER ELEVATION Ir CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORTS FOR INSULATION R-VALUES PER ELEVATION If \ 5/8' GYPSUM BOARD OR 1/2' HIG14 STRENGTH CLG. BOARD 1/2' THICK 2 COAT-1— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLR, � L:' I V ChN� v ° a n W/ WINDOW OPENING a R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. RRRNG STRIPS • 24' Or- 1/2* GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDER.AYMENT AS PER FBCR 9M.U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHRYs THICKNESS AS PER SWEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUG7URAL DETAILS TYP. WALL SECTION NO OPENING Ml—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-C' 0'-0' FIN. FLR 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003325 R w r d a r I Ip tmDly. ae w . BBOTT PARK LOT #28 BLK #11 ROJECTUp 04181.000-28111 MODEL• 4EBB "1828—CAU" GARAGE 19VrMG: RIGHT PAGE: DETAILS 16 PH 9 . C 2X6 T. • CENTER OF DOOR WEADER SECURED W/ (U VJ' X 8• J-BOLT WV 4' MK EMBEDMENT W/ 2' X 2' X IW WASER 4 NUT OR RW l2) 112• X 6 ANCHOR BOLTS YV 2'X2'XV6' SA6HER 4 NUT B BECTJRE 2><4 ON FLAT TO SIX ® IN UV MASONRY NA" D 2X6 GARAGE OORBUCC SECURED W/ (5) VJ' X 8' J-BOLT OR ANCIOR R BOLTS, WW 4' MK EBEDM' ew, WV 2• EN X 2' X 1/8' WASHER 4 NUT. (1) WIT I N B' OF TOP, m WITWN S• OF THE ISM (3)EVENLY SPACED. ® B E NOTES• ALL ANCIOft SHALL Be N ACCORDANCE TO MAN PACTRER'S INSTALLATION NBTPIWC710N6 WERE BI1fJ! IJBT4S) je m A MBE EtTi616ENT GARAGE DOOR BUCK ATTACHMENT — — 2X41 m 2X4, m 2X4, m SECURE TO BLOCK WV SECURE TO BLOCK SECURE TO BLOCK WV 3116' TAPCONS MK WV3/16' TAPCONS MK 1/4• TAPCONS (MK SHANK SIZE J45 MN GWANK SIZE 345 MN SWANK SIZE JN MK HEAD Sig -%M HEAD SIZE JIM HEAD SIZE 300 MN EMBEDMENT 1 1/49 MN EMBEDMENT 1 V4'1 MN EMBEDMENT 1 1/4•) UT14N 8' OF EAW WITHIN B• OF EACH WITWN 8. OF EACH END 4 W OG. MAX ED 4 W Or. MAX END 4 W OL. MAX SPACING. SPACING. SPACING. 2X6, ® 2X6• ® 2)(6, = SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS WW2) 3/W' TAPCONS WK2) V4' TAPCONB MN MN SWANK SIZE J45 MN 6WAN K SIZE J45 SHANK SIZE 30 MN MK MEAD SIZE JIM MN HEAD 812E 300 MEAD SIZE 300 MN 6' cm MN EMBEDMENT 1 41�149 MN EMBEDMENT 1 V4') EMBEDMENT 1 1/4') WTWN 5' OF EACH 6• CMW IUT14N 8. OF EACH END 8' Cm WITHIN 6' OF EACH END DRYWALL 4 18. OC. MAX SPA4 0. O.G. MAX BPACN6. 4 ID' O.G MAX BPACNG. 8' cm b,4 P.T. Olt 5/4'X4' MN V2' DRYWALL V2' DRYWALL SECURE 71-M PRAM'E 4 ❑ I'X4' 2Xs. 12® 2X4, CM 2X5, ® 1/2' DRYWALL EXTEND 1-1/4' INTO IP NAILER SECUE TO BLOCPX4' GTO BLOCK MX4' SECUE TO BLOCKBLOCK W 3/16, WW2) NIS' TAPO"P.T. NAILER WK2) 3A6• TAPO" P.T. NAILER WK2)V4'TAPCONS PT. NAILERTAPCON6 DOOR CASING MN SWANK SIZE JT/16'O.SA L X 4' MN MN SWANK SIZE J45 DOOR C,AS� (MN. SWANK SIZE J45 MK SWANK SIZE J45 MN WEAR SIZE 30MN LEAD SIZE 300 MN MEAD SIZE 300 U/I6.OA&X4'MK MK WEAD SIZE 300 MN EBEDMENT 1 DOOR CASING MN EMBEDMMENT 1 V4') MN EMIBI DMENT I V4') MN EMBEDMENT 1-1/4' WITHIN W OF EACW WITHIN 6' OF EACH END WITWN 8' OF EAC4 END DOOR CASINGWITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 18. INd MAX 4 A INK MAX DOOR JAM E OR WINDOW 4AWMAXDOOR JM'6 OR WINDOW 4 b' OC. MAX SPACING ATTACH TO TX PER SPACING.DOOR JAMD OR WINDOW SPACING. SPACING. MAMPACTREB DETAILS. ATTAW TO 2X PER ATTACH TO 2X PER MANFAGTEB DETAILS. MAN FACTURES DETA� ATTAW TO 2X PER R MANLFACTRE6 DETAILS. NOTE, 61491 AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED W) DOOR JAMB TO BLACK +3/4" OR +5/4" r1wDOW TO BLACK +3/4" OR +5/4" w 2X41 m SECURE TO BLOCK IOU 3/16' TAPCONS MK GWANK SIZE J45 MN HEAD SIZE 300 MK EMBEDMENT I V4') WTWN 8' OF EACH END 4 18. CC. MAX 6PACNG. 2X6, INS) SECURE TO BLOCK WK2) 3/I6' TAPCONS MN SHANK SIZE J45 MK HEAD SIZE 300 MN. EMBEDMENT 1 114') 8. Cm TW8' OF EAC14 END 4 *'Oa MAX 6PACNG W'DRYWALL SECURE TO BLOCK P.T. NAILER WI(2) 3/I6' TAPO" MN SWANK SIZE J45 DOOR CASING MIN. WEAR SIZE 300 MK EMBEDMENT 1 V4') WITWN 6.OF EACH END 4 W O.C. MAX DOOR JAMB OR WINDOW SPACING- ATTACH TO 2X PER MANFA,CTRES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" BTO BLOCK +1 1/2TO BLACK +1 1/2" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLACK +1 15/16" %1LLLPiW TO BLACK +1 15/18" 2X4. m SECURE To BLOCK W/ 3A6' TAPCONB (MIN. SWANK SIZE J45 MK MEAD SIZE 300 MK EMBEDMENT 1 1/4') WITNN 6' OP EACH END 4 W OG. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON CU76M 4 SECURED SECURE TO BLOCK THRCIGM NON-STRUCTURAL WK2) 3/16' TAPCONS 3A6' TAFCON MK 1-1/4' (MR SWANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD SIZE JIM MK EMBEDMENT 1 1/4') WTWN 8' OF EACH END 6• CMW 4 W Oa MAX SPACING. U2' DRYWALL ROCS. I2RO SECURE TO BLOCK I'X4 WITV 3/U6' TAPCON6 P.T. NAILER MK SHRANK 612E J45 DOOR CASING MK HEAD SIZE 300 MN EMBEDMENT 1 1/49 UT14N 6. OP EAW END 4 M' OG MAX SPACING DOOR JAMS OR WINDOW CH ATTATO 2X PER MANFAC'TUE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4" 11fB1iD011 TO BLACK +2 1/4" NOTE, SWIM A6 NEEDED TO PLwB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +S" @'TN1WI 7'n RIJN:Y +A"RIIN:Y +A" 2X4, m SECURE TO BACK W/ 3/6' TAPCOW MK SHANK SIZE J45 MK WEAD SIZE 300 MK EMBEDMENT 1 1/4•) WITHIN 6' OF EACH END 4 W Orl MAX 6PACNG. NOTE, STRUCTURAL 2X MUST BE 2X61 ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUGH NW -STRUCTURAL WK2) 3V6' TAFICI" 3A6' TAPCON MN 1-1/4• MK GWA K SIZE J46 EMBEDMENT INTO BLOC[. MN HEAD SIZE 300 MK EMBEDMENT 1 114') UT14N r OF EAW Elm 8. DyN 4 IBM Of MAX SPACNS- 1,12• DRYWALL 2X66 ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCONB MN SWANK SIZE Job DOOR CAGING MN MEAD SIZE 300 MN EMBEDMENT 1 V4') WTNINN V OF EAW END 4 IBM Or —MAX 6PACNG. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 7ND 2X SEGUE TO STRUCTURALMEMBER uWa)I2e WITWN 6• OF EACH ETD 4 6' TO 8. OG. MAX DOOR JAMIS OR WINDOW ATTACH TO 2X PER MANFACTUE8 DETAILS, DOOR JAMB TO BLOCK +3" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +s 7/16" Mr To CLACK +s 7n5To atACK +s 7/15" 2X4, m SECURE TO BLOCK W1 114• TAPCONS MK GRAM SIZE 348 MK WEAD SIZE 300 MK EMBEDMENT i V49 UNT14N 8. OF EACH END 4 10' O.CM MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6• ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK TWROUG14 NON-6TRUCTUIRAL WK2) 114' TAPCOM MN 3/I6' TAPCON MK 1-1/4' SWANK SIZE J4b MN EMBEDMENT INTO BLOCK READ SIZE 3" MN EMBEDMENT 1 V4') WI NN 6. OF EACM END 8, CHU 4 W Or- MAX SPACING O• DRYWALL 2X& ® Iw SECURE TO BLOCK Lj P.T. NAILER WW2) V4' TAPGOND I' P.T. X 4• MN MN SWANK SIZE J46 MN WEAD SIZE 300 MK EMBEDMENT 1 V4') DOOR CABBY+ WTWN S' O° EAW END 4 15' OZ. MAX SPACING. DOOR JAMB OR WINDOW ATTAW To 2X PER MANUFACTURES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +s 3/4" n W TO BLACK +3 s 4" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.com AA 4: 0003326 q q C � a S tN C SUDDIV. a RAT ABBOTT PARK LOT #28 BLK. #11 ipsojzCT/1 04181.000-28111 MODEU 4EBB "1828—CALI" GARAGIC STING: RIGHT PAG78: DETAILS 1 PH C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VERSION EEXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S63 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872$ SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 10456.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 1044661 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOCR 8/31/2021 10446.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1ZI31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2D21 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2D21 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/32/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS& DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 F8CR 12/31/2021 S684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/32/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 1S2792-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EKT. DOORS 8'-W EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU E KT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 307S8-R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/32/2024 15216-R8 OWENS CORNING - RHINO U20 ROOFING UNOERLAYMENT 2020 FBCR 12/31/2023 37922 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD ARTISAN 2020 FBCR 22/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-115 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FEICR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILLXNG.ORG CONTROL DATE: 02/03/2021 h r }E r b b e 04 iY 0 ounwiN. a.LOT: ABBOTT PARK LOT #28 BLK #11 PROJ=T 04181.000-28111 MOD3Bs 4EBB "1828-CALI" OARAOZ BIWUM: RIGHT PACID PRODUCT APPROVAL LISTING 160 PH W. C PRowRMED (:oNTIWOL JONr RAY'E OP CONTROL. JOINTS BE WIRED TED TO LATH • S' OC. MAX (vM-t NOTE. Do NOT F"I'M CONTROL JOINT TO WALL EVEN/ NF STUD EXISTS 0EYONP EXCEPT STAPLES IW aE 119 m CCQMAYfl EROI )OM . DIIRM NSTALLATION —� FASTENEIFS i0 B9 E SP • T' OC. MAX v0ALLY j' THICK ! COAT oEME+T PLASTER WRO LAYER 9, PORTEIDER l5mDNG PAPER APPROVED METAL LATH FASTENED -T' (VERT-) Or- MAX AT SUPPORTS WRB LAYER 9. STUCCO "RAP It= 61EATMNG LATH MALL NOT w CONTWAJOl1S r• ro r r• ro s• Twmmnw CONTROL \ JOINTS BUT SHALL - BE STOPPED ANA TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C106! PLACED RAT MAX. V TO V \ FROM CONTROL JOINT WON CONTROL JOINT FALLS ON STRUCTURAL DTJD R L ASTE ERS FOLATH TO OA E NL6 OR\ STAPLES N COMPLIANCE "V ASTM CI063 2. WIPE TIES TO BE (NO. 0) 0D415' WRE / !. BLOCKIY SHOM MAY BE N ADDITION \ TOO— STUDS REMIREO PER PLAN Ol IT1LD NMIO. R. A ®rolls OLP0.DNY—. Pf. A T. G1fArL . PL a A QIAM. M.0 r� f OL Pwn NrH10 • PL A i ClrfAf{ . PL O P�aln +r O ® I.OI.D VINO . PT. A 1 CNIAN. M. a TLI. R. acu 6 RL PT. A TOWCIM ODTTQ"11LAtlW 4w T ° PLAPpm ~~� WT6" Tda' SEAL POW, Qa rmca.. WRS, LAYER 9, PORTPBER MELONS PA -mom a aPLY) WRO LAYER'L N QM APPROVED OUPLONS WRAP OWALL BE LAPPED A Ml~ OF 6' r VERTICAL LAPS (ROLL ENDS) 4 6' • MORIZONTAL LAPS, ALL 011" NEED TO Be TAPED WNTM PORTIBER SNEATMN6 TAPE / rrw LAP•FRAL UTN \ bC X X X� LATH VERTICAL LAP TO OE P n non METAL LATH Wim LAYER 1 STUCCO WRAP =DLAYER 4, FORTPBlR / I \ BUILING PAPER � I i I 2 r SCALE,IIR'.M-0• ® KICKOUT DETAIL m E hkvmL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO PRAMNG MEMOERB, THEY SHALL OE TIED WTM OAN415-N. ful-AMU WIRE AT NTERVALS NOT MORE THAN 11(221114" AS PER ASTM CI063. 45r4' SELF-ADFERM MEMBRANE PLASM6N6 (COMPATBLE w HOUBE SRAP MATERIAL) OVER 1' OR LOG PIPE PEMETRATION CUT AND OVERLAP ONE SIDE OPT STEPOI it I! COAT oe+®uPLASTER METAL LATH WRD LAYER v, PORTPBER BUILDN2 PAPER WRB LAYER'(, STUCCO WRAP WOOD anx 6MATMNG r.L mo �_1 -11, blQm PgIIEPAIR OP TEARS HORIZONTAL LATH AM MAY"( BE PPAT'�aEc & PAPER DETAIL WhgUSE WRAP TAPE PER rwmp. SPEC. OR PEEL a STICK WOOD SHEATHING OR CMu WRIS LAYER III, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING MAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T S. WIE TO FRAI" •Se6' SELF-ADFERNG MEMBRANE NiASMWY. (COMPATIBLE WV MOUSE "RAP MATERIAL) OVER 4'w4• SELF-ADNERN6 MEMBRANE PLAOMM OVER APPROVED MOUSE WRAP! ILASHDIC TO EX[TB.D oMTo ! �T CUT AND OVERLAP ONE SIDE OF C�•=pSEP-AD14900 MEMBRANE S 4L_2. PLASMNG WI® LAYER •L STUCCO WRAP WTE LAYER •L FORTP'D ER BIADINS PAPER METAL LATH 61a6' EELF-ADNIJPfS� M@BRANE PLASHING OVER 4W GW-ADMIAM MEMBRANE FLASHING OVER APP07VIED MOUSE WRAP. B, $rN_70 EX rim ONTO PW'E 'V COAT. BEAD OF SEALANT MTALL APPROVED MOU910~ AIR WLTRATICN BARRIER OVER SHEATMNG ELASTOV23M COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER rihd x1a� nor—wparaene�tpester shall oorrpmy wm me eppmsmn regWrarrente of ASTM C 92618b. Installation W e Ieriw 18tltlng and framing 0.1 c.r'vy' mM ASTM C 1083-19e, .ASTM 178T NETRATION DETAIL (F LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO t WOOD OR 111ro" ZIP WALL SHEATHING SELF-ADHE51VE FLASHING - — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-64-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 wwwabdosigngroup.com AA#.-0003325 J 1 T.- y 3 lA RIM muimxV. se PAT: ABBOTT PARK LOT ¢#28 BLK. ##11 F-ROAWT# 04181.000-28111 MODRU 4EBB "1828-CALI" GARAas BVING. RIGHT PAGM WALL ASSEMBLY DETAILS ".16VMhi EA C BACKER ROD I I I I I I BACKER ROD --�_ WRB LAYER M, STUCCO WRAP -INSTALL i' SELF -ADHERING MEMBRANE PLASHIING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF PLAS14MG TO BE. L BOTTOM. 2. SIDES. 3_ TOP - VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. -E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS -APPLY SEALANT AT PERR'ETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.V CAULKING a JOINT ALL AROUND PER SECTION R70&7 Exbarfor IsIfft and Dlaaterilp Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT }' THICK, 3 COAT CEMENT PLASTER PETAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING (B 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-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH &' SELF ADHESIVE OVER TOP 4 SIDES FLASHING, Lld1T PREMANLF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT r TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK RASH' PIPE THROUGH / WALL1 b' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALES N.T.B. ELEC. METEF VERIFY LO _�_ 1 v � STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING, ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "� R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 41, STUCCO WRAP HOUSEWRAP BELOW CUT 8UC14 THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING URI5 LAYER M. STUCCO WRAP WARE LAYER -2, FORTFIBER BUILDING PAPER PETAL LATH FAST£) TO WOOD STRUCTURAL MENDER • T' OL. MAX 71r' TO x MID-utdLL ear amen ADHESIVE KASWW^ CLEAN MASONRY BEFORE APPLYIN r7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER ry, STUCCO WRAP STEP #1 6 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 S' WRB LAYER 7, STUCCO WRAP WRB LAYER e2, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP 1*6 OELECTRICAL RECEPTACLE d N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwmbdesigngroup.com AA M. 0003325 r 8 � r � C 6 6 III's ABBOTT PARK LOT #28 BLK. #11 0 18 0 0-28111 HODEis 4EBB "1828-CALI" CFAXAaX awtrmT RIGHT PAGE: WALL ASSEMBLY DETAILS 16VWH QA C Im DINE DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO L.i WOOD OR 1116' ZIP WALL SHEATHING ELF -ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACINCs 0 l' O.C.) CMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32760 LPH:407 -7744078 FAX 407-7744078 wwwAbdesigngroup.com AA •: 0003326 d q M S! 1 � 0 >QVHDIV. Ac I ABBOTT PARK LOT #28 BLK. #11 Pmmw ',p 04181.000-28111 ZWDl to 4EBB "1828-CALL" 0ARAQU 8VDfQ: RIGHT PAd'b WALL ASSEMBLY DETAI 16 M EA C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHINCs SELF-ADHESIVE FLASHINCs — — — — utooD SFIEATNING WEATHER RESIenVE DARRlER � D�ATHMR&eTVE / \ X,Y SIDING / \ AD I R � R < `\ ; 1111EATMEREMnVE BARRIER R / \\WEATMER REerernE STARTER STINP MARIVAER I \\` y � --ADHERING \ _ — &ALV•D MTAL PE GALV'D TAL 'r PLASHING •r P-AeH� i Y.•va•�M WOOD TRBT nrmm ... u130D GAP 1110CAULIQW. PEJ 10ER \ \ / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION W0OOTD TNGTM WOOD SFEiATNMG UEATHEI! RE"TIVE 0ARRIER, UEATNER RE"The DING. / / \ WOW —ADHERING BOAM t DA77M I a �AbIMG' aAAaR IMRAER �aenvE / \\ \\ 4 DwR1WERR MTIVE arARTde STRIP I \\ 6• SELF -ADHERING I \ ` Li PLASHINGTAL G z rLAeHING NAME TRn PER ELEVATION CAOING / \ WN®E I PER ELEVATION \ \ / OR APPROVED SEALANT ` OBBQ SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdeslgngroup.eom AA 8: 0003325 h 0 i M1 VA G 0 evsD:v. ae Loa+ ABBOTT PARK LOT #28 BILK. #11 PROJXCT/ 04181.000-28111 ZWDsc& 4EBB "1828-CALI" 0ARAas SVDM: RIGHT PAOM: WALL ASSEMBLY DETAILS 160JWH EXA C MAIM 1/4"=1'-0" ®ITT WA4 1/0' TEXTURED / V V2' TEXTURED —__ 2x6 SUB-BANb x x x f, W/i'x4' NOTCH ® METAL LATH r__—_—___ __— ✓ I END, WRAPPED IN x x x x x x x x x x x WOOD SHEATHING PEEL t STICK METAL Fa6cla wRnr J� OR cmx x x x x x I — �, t WR8 LAYER 01 DRIP EDGE �\ STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x I I\ WRB LAYER @, FORTIFIBER x x x x x x x x x x x x x E-------- -PAPER — ---- --- 1/g-1/8' TEXTURED I\ (FRAMDE ONLY) x x x x x x x x x x x x x FRAME OR CMU 1 FINISH a WOOD I \\ 2x6 SUB BAND ROCIrW. CEMENT x x x x x x x x x x x FELT PAPER \j 1/8`; 1/2' TEXTURED \ x x x x x x x x x x \ I FINISH ®GMU / \\ DRIP EDGE x x x x x x x x x x \ j \ DRIP EDGE x x x x x x x x METAL FASCIA 1 WRAP 1b' FROM �j ""—METAL aac OJT (REFERENCE POINT \ \\ ©I L �N S x x x x ONLY FOR WALL OFF \� ! STUCCO, 1' FROM \ — - of i = SET OF COMPONENTS) \ /! WOOD WALL \ \ EXTERIOR WALL \ METAL FLASHING, WRAPPED (FRAME OR CMU) \\ MIN.Ya ABOVE BOTTOM OF T, DRIP EDGE �. NOTE: NOTCH FOR 2X& \ SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY Wll�'x4' NOTCH s END, WRAPPED IN \ ROOF DECK (BEYOND) PEEL t STICK \\`\DRIP EDGE, 1' OFF WALL *ROOF CEMENT F EDGE \ NOT INTO STUCCO) OMITTED FOR TEXTURED FINISH ® CLARITY \\ ;WOOD, 1/2' TEXTURED SUB BAND DETAIL ® WALL � / FINISH � CMU 2x6 SUB -BAND W/I'x4' NOTCH 9 END, WRAPPED IN PEEL s STICK ®E L E VAT f ON METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3. ®PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT R ROOF EDGE OMITTED OR CLARITY �2. 1441 N. RONALD REAGAN BLVD. LONGW000, FL 32760 PH: 407-774.6078 FAX: 407-77440T8 wwwabdesigngroupz m AA #: 0003326 d 4 y 0 IY E 0 S DVSDIV. at LOT. ABBOTT PARK LOT #28 BLK. #11 MJE 00-28111 IMDZMc 4EBB "1828—CALI" GARAGM BWDM-. RIGHT PAGO WALL ASSEMBLY DETAILS: S — BAND Q6fi WH FOR C 39'-8" 28'-8" 36'-T 3%6" ro -0= 0VTOP OF SLAB — —FM-12X12 — — — — 1 — — — — FM-12X18— — — — -i / m IN IN �° 4"CONC. I' w SLAB 3 1/2" 1'-0" LF-24X24 / ol10 i r 1 FM-12X18 EXTEND �If I SLAB 1 12" 4" PVC ,A CHASE�" I I 1.1 i/ I i I / / i� /f SLAB (i ;,- x I I / i/ /j I / 1, i� 19'-0" 5'-0" 4i 151-8" 1 1A 61 Lt 1.1 0 _ TE-1 I N I I 2 -8 17 -8 5 T-0" i I I I Iw U U ,A LL 1 EXTEND SIM. SLAB 11/2" ,A 2 I I- CONC. ? tLI m FM-12X18 , SLAB w w ° 1 1.1 II 3 12' N al f 1 S 112" SIM. I `--- 3•_5• c I 1 1A to , ., •1 '? FM-12X18 .1 1.1 J — — — — — 0 FMC-12X18 ' — FM-12X18 — — — — — FMC-12X18 — — 4 4 10'-2" T-10" 2'-6" 16'-0" 2'-8" 21'-0" 14'-0" 4'-4" 39'-8" FOUNDATION PLAN SCALE: 1/4" =1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE --V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-9-0", 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 OINDICATES #6 BAR, [,INDICATES #6 BAR,0NDICATES #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 #6'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-W 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 THICKNESS REINF. REMARKS 616 W l AIW I A OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 81 SEE PLAN FM-12xl2 12" CONTINUOUS 17. - ( F. FM-12x18 12" CONTINUOUS 18" - (2)#5's - (+)0'-0" FMAex18 16" CONTINUOUS 18" - s _ + "-0" FMC-12X18 12" CONTINUOUS 18" - s #51N CUB VARIES 24" s s (-)y.4" IF I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 .4 rr5 q a i0 i0 � ij BXMDIV. a iAT: ABBOTT PARK LOT #28 BLK. #11 PROJECT* 04181.000-28111 agODS.Lt 4EBB "1828-CALI" awRwcz, swn�O: RIGHT PAGE FOUNDATION PLAN %16H Av 3(- MIN. EACH WAY MONOLITHIC FOOTING Z . ... STEEL REINFORCING IN GROUTED 2 ^ STEEL REINFORCING IN GROUTED �,•�° CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND ' o d SPACING REQUIREMENTS SPACING REQUIREMENTS :. GARAGE DOOR m W m U W 11°s �. RECESS wj ea�� FM g� y ¢ w B" X 0) - z 8" CMU WALL O 8" CMU WALL , . CORNER BARS, SAME SIZE AS LARGER BAR w O io — Z ^ — +- 0'-0' TI' IN FOUNDATION WITH 30" LEG EACH = + p• 0" TOP dim - $ WAY AT ALL CHANGES #4 DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS w TOP OF SLAB r ��'•�- - IV MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • f EXT. PORCH SLAB < SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) #3 18" Yy ; EXT. PORCH SLAB I - VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" ICI �' ILL >. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE -' MASONRY UNITS SET '-=p, AT ELEV: W/ 12' ISOLATION ,. JOINT (WHERE • • 6• CHAMFER (2-STORY) #4 24" W/ 12 ISOLATION I . e ' "`--aaa---�� CHAMFER ("TORY) 6" CHAMFER (2-STORY) 0'-0" APPLICABLE) z - SEE SCHEDULE JOINT (WHERE -. • • APPLICABLE) Z a EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR BAR SIZE #6 36" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 @ GARAGE SCALE:34"=1'-0" CORNER BARS DETAIL 4 ,1 DOOR OPENING SCALE: 3/4"=1'-W SCALE: 3/4"=V-9' Z (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL Q 8• CMU LAP TOP PLATE A MIN. OF 46" AND NAIL W/ 16d COMMON Q a #4 REBAR [Q24" O.C. @ CENTER OF NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT Wm S SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 04 W W 2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING ar"(j Q, I WALL W/ SYP I r 2" CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR PLATE TO SLAB WI SECURE ST.WEDGE GALVANIZED PIPE O a SECURED W/ 2- PART g SPACING. SINGLE BTM. PLATE 12"x9" WEDGE ANCHOR W/ 2" WIFLANGE @BASE a EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH • Q 8", UNO — PLATE EPDXY 5-,2" EMBED. MIN. ® 16" OC - o `� Q O FOLLOW ALL MANF. SPECIFICATIONS FOR MAX m iv 4 CONC., REINF. W/ I E I BTM AND TOP PLATE F- 1 6"x6" #10 WWM ON SECURE FLANGE TO S F•- m PREPARATION OF ANCHORS W/ 10d x 1 12' W 6-MIL POLY ETHYLENE - SLAB W/(4)114" X 21/4" HOLE. COMMON NAILS FILL ALL w VAPOR BARRIER ON �-0" Z w HOLES, DO NOT USE 10d w_ WELL-COMPACTEDTAPCONS J x3" SEE SLAB SCHEDULE CLEAN FILL TERMITE 111 TREATMENT SHALL BE - b p O Q Q � {{{ a Q +- P 5 u • . BORACARE � , Q 2' TOP OF SLAB .. ; 0 —� • � (2) CONT. #4 REBAR 4" CHAMFER (1STORY) • f 6" CHAMFER (2-STORY) a.� —_ s •I a (2) #5 REBAR ON CHAIRS 12" MIN. DEPTH INTO W 2,000 PSF VIRGIN SOIL OR 95% EQ EQ. SEE SCEDULE VIRGIN OR ENGINEERED SOIL 00 COMPACTED SOIL FOR WxDHBAR SIZE SLAB HEIGHT LESS THAN 31b" '"' PER PLAN 5 BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP BDALE:&4"=,'-6" ITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL (Dm2N� SCALE:34'=1'-0" (N// UPLIFT) FOOTING W/ BLOCK WALL SCALE: 34'=V-0" 1 A SCALE: 3l4"=1'-0• LAP TOP PLATE A MIN. OF 48" AND NAIL W/16d COMMON LAP TOP PLATE A MIN. OF 48" STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT AND NAIL W! 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL W! PLAN SPACING REQUIREMENTS Z_ 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE WALL W/ SYP No 2 STUDS SEE _ < a PLANS FOR SPACING. SINGLE PLANS FOR SPACING. SINGLE O r t BTM. PLATE TO BE PT. BTM. PLATE TO BE PT. SECURE BT. PLATE TO MASONRY NAIL K PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d CO U SLAB W/10d MASONRY 16" O/C STAGGERED. NAIL 16" O/C STAGGERED. ADDITIONAL METAL W' ADDITIONAL METAL CONNECTORS NOT O 8" CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN T. UPLIFT IS PRESENT. - M � + O,-0. D LINTEL CONT. (TYP) UPLIFT IS PRESENT. 8" CMU FILLED CELL (TYP.) TOP OF SLAB W SEE SLAB SCHEDULE SEE SLAB SCHEDULE '9 WPOURE 2X WALL FRAMING QK Z - SEE SLAB SCHEDULE 12" DIA. SIMPSON ST62 BOLTS 5" +- 0'-0' +- p•-p• ? • "ISOLATED" MINIMUM EMBEDMENT INTO TOP OF SLAB , TOP OF SLAB .a• f - COLUMN PAD n • CENTERED UNDER WALL AND GROUTED CELL, 4' FROM ENDS AND n • a —a .•- POURED MONOLIT_e FOUNDAT ON ANDHISLCAABLLY WITH 16" O.C. VERTICALLY MAX SF SEE EDULE ,.. .e. SEE SCHEDULE i FOR WxDHBAR SIZE • s " FOR WxD, BAR SIZE AND BAR QUANTITY EQ. EQ. EE SCHEDULE AND BAR QUANTITY ,r FOR WxD, BAR SIZE COMBINED EXTERIOR MONO - INTERIOR FRAME BRIG WALL TO AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL %FOOTING AND COL. PAD 9 i V SCALE: 3/4"=1'_w 4 BLOCK WALL CONNECTION 4 iNTERIOR CURB FOUNDATION WOOD WALL scALE:aa"=1•-0" (NO UPLIFT) I L SCALE:3/4"=1'-0' BDALE: 3/4"''-°" (NO UPLIFT) 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesignBrouP.com AA li: 0003325 F d g � C A p2 otmDIV. ae LOOT: ABBOTT PARK LOT #28 BLK. #11 PROJECT* 04181.000-28111 MODEL.• 4EBB "1828-CALI" GARAGE SlIrWO: RIGHT 1 PAGE: DETAILS 160 PH C Q N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 R M h g U1 00 sysaiv. & LOT ABBOTT PARK LOT #28 BLK. #11 PROJECT/ 04181.000-28111 MODEU 4EBB "1828-CALI" GARAGE SWMG: RIGHT PAGE: DOWEL PLAN 160 H EXP. C DOWEL PLAN SCALE: 1/4' = 1'-0' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z N� — e 5 a O CLEAN OUT REQUIRED Q FOR INSPECTION m ' 0'-0" FIN. FLR. ° TIE RTICAL REBAR TO HORIZONTAL - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Zloc uj #3 18" O #4 24" M U #5 30 #6 36 #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS mW U � J Z 8" CMU WALL ow TOP OF SLAB ° - TOP OF SLAB PORCHSLABTION SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) Z W BAR SIZE 48 BAR DIA > 03 18, ° ° a W//�/2 , 6" CHAMFER (2STORY) . JOINT (WHERE #— #4 24" APPLICABLE) Z MATCH STEEL #5 30" 6" PVC CHASE REINFORCEMENT ER SCHEDULE 6" PVC CHASE THRU FOOTING THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 31VV-0" #5 BARS ,. '. ,. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS .I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 W wwAbdCSlgf I9roW. W f II AA #: OD03325 wo��ra? w. al b i gp V � 5 r 4n w f O StmDLV. a Lo ABBOTT PARK LOT #28 BLK. #11 PROJECT# 04181.000-28111 MODEL 4EBB "1828—CALI" GARAGE 911IN7G: RIGHT PAGE: DETAILS 160 MPH FjXP. C FRAMING NOTES: 1. U.N.O. ALL STRIPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1 Od x 1 10 HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8SX .177" ° 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'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF UNTEL / 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 fc (0) SIZE WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 ex8 (1)#5 1 GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 16----------I---------J L---------------I--------------� 8F16 MIN.-1TIOM/1B 17'-4" BTM. OF LINTEL Q T-W ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA Y: 0003325 4 h a Z Ra14 i `44im aXMDM ea LOT: ABBOTT PARK LOT #28 BLK. #11 PROJECT/' 04181.000-28111 MODE 4EBB "1828—CALL" GARAGE BWXNG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 H . C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED 8F16-1T/1 HOMIFN{AL—�� # OF #SS, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEERS INTENT AND XUXX - 1TlIM/00 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST "a 1K" WINDOW £ SILL Z 'SLOPE NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1 S" DEEP. # OF #5'S, IN 2ND BOND BEAM COURSE 7/B # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=1'-0" TYP. Wx8" BOND BEAM 61 TYR 8"x16" BOND BEAM 8xl6 DEL. BOND TOP OF BEAM WI (1) #5 BAR BOND BE EACH COURSE BX8 BOND BEAM TOP OF W/(1)#5 BAR .`. BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (i) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR 8x8 PRECAST CONCRETE SCALE: 314'=1'-0" LINTEL, NO STEEL (L1) REFER TO PLAN FOR LOCATUNS Tno y PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2.6 (MIN 2 X 3) 2-VI 6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .30D MIN EMBEDMENT 1 11418" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2xB (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAIL MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 j — SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PRATOVIEACH SIDE #5 BAR STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN DDELEVATION OF BOND BEAM SCALE: 3/4"=l'-O" r I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003325 M q l r F Oi [xs� L L-- aysaty e' T: ABBOTT PARK LOT #28 BLK. #11 PROJECTIP 04181.000-28111 MOD=. 4EBB "1828-CALL" GARAGE BVfMG: RIGHT PAGE: DETAILS 160 MPH E 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 LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 e1608 8-1T 1T 1T 1T -1T TYPE LENGTH PLAIN 8!8 SOLID TYPE LENGTH 815-1T 8n8.1T 8r20.1T 8r24.1T SF26-IT &W-IT OW16 e-1rn 1rn 1Tns 1Tn -1Tn W2T 8n6-Zr &2D-Zr 824-2T 8r18.2T &IJ2-2r 3'4• PRECAST 1436 952 3114 4217 5321 8428 7531 3'4" PRECAST 689 1024 3'4' PRECAST 150 3524 4304 5263 8132 7001 2/65 8119 8386 7708 9031 10000 1589 3524 4394 5289 6132 7001 4'-V PRECAST 1065 700 2305 3125 3945 4785 5587 4'40' PRECAST 514 763 4'-0• PRECAST 1383 3080 3815 4570 5325 OD79 1961 6113 7192 am 7627 8751 1363 3060 3815 4570 5325 6079 4'4' PRECAST 819 533 1770 24M 3033 36M 4300 4'4• PRECAST 398 591 4'4• PRECAST 1207 2582 3375 4043 4711 5379 1625 1 5743 7547 6752 W41 7566 12M 2707 3375 4043 4711 5379 5�' PRECAST 931 1247 1999 2560 3123 3686 4249 5aI• PRECAST 411 411 5'�' PRECAST 1016 low2374 20" 3613 4084 1319 4460 7195 7342 6780 62� 1016 2278 28M 3399 3961 4054 5'-10' PRECAST 817 1024 ISM2D90 2549 3009 3470 5'-10' PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2915 3387 11e1 3693 5877 amam577g to 2M 2503 3107 3620 4133 8'4• PRECAST 892 1130 3227 3031 3707 4383 506127 8'4" PRECAST 410 721 6'4• PRECAST 835 1201 1578 1955 2332 2709 1139 32 45M 7054 10000 8626 835 1868 2329 2790 3251 3712 T4• PRECAST 570 936 2498 22D5 2898 3191 3686 T4' PRECAST 303 534 T4" PRECAST 716 ow1181 1462 1743 2025 938 2498 3408 4864 MR 0472 727 1624 2026 2425 2627 3228 W-4' PRECAST 428 633 1593 2204 2481 2818 2521 9 PRECAST 192 384 9'aI' PRECAST 454 586 787 948 1129 1310 839 1674 2298 3081 4099 48999-4- 572 1318 1643 19M 2164 2519 1a4" PRECAST 388 467 1247 1787 1904 2163 2028 1a4' PRECAST 1s1 301 1a4" PRECAST 356 488 812 755 899 1042 550 1407 1897 2781 3222 3764 504 1180 1 1472 1763 1710 1989 111w PRECAST 330 544 1312 1742 2262 2968 3830 11'-4• PRECAST 132 417 -• 11' PRECAST 430 406 530 an 7T7 872 544 1312 1742 2252 2888 3552 488 1042 1372 1843 1470 1710 12-0• PRECAST 308 507 1210 1598 2D48 2585 3191 12'-0' PRECAST 111 370 12-0' PRECAST 30 305 475 587 898 783 5W 1210 1598 2D48 2506 3171 440 940 1300 1560 1314 1476 13'4" PRECAST 270 433 1045 1306 1732 2157 26M 13'-4• PRECAST 82 298 IT-4" PRECAST 3D8 303 393 484 575 645 414 1045 1365 1732 2316 2� 396 780 1057 1312 1071 1203 14!-W PRECAST 264 388 978 1272 18D6 1968 2279 IVO PRECAST 71 293 w4r PRECAST 279 278 300 443 525 809 390 978 1272 1806 1950 2389 378 717 961 1192 975 1133 14'$' PRESTRESSED N.R.458 NR NR NR NR NR NR 14'4' PRESTRESSED N. 283 14' 8' PRESTRESSED 239 422 506 628 746 865 1079 1429 1824 2Y77 2712 246 063 98D 1237 1474 1715 16-4' PRESTRESSED N.R. NR NR NR NR NR NR 15,-4" PRESTRESSED N.R. 252 15.4" PRESTRESSED 224 397 464 W4 684 793 412 1014 1340 1703 2118 2513 230 81e 908 1134 1353 1572 1T-4' PRESTRESSED N.R. NR NR NR NR NR NR 1T�I' PRESTRESSED N.R.183 1T 4' PRESTRESSED 167 325 355 451 557 800 30D 856 1121 1413 1739 2D47 192 5D8 720 1 501 1136 1312 19'-4' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R 148 19'-4• PRESTRESSED 162 Zee 348 430 513 505 235 736 959 12DO "a 1716 186 429 1 823 8W 950 1096 21'4" PRESTRESSED N.R. NR ret NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'-• PRESTRESSED t42 219 308 381 454 527 180 833 tope 1108 1468 142 373 537 690 81e 943 22 0" PRESTRESSED N.R. NR NR NR NR NR NR 2241' PRESTRESSED N.R.16 224' PRESTRESSED 137 226 200 359 428 497 185 550 784 992 1203 1381 137 358 513 859 779 900 2,C-T PRESTRESSED N.R. NR I NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 2iV 124 174 245 302 360 418 129 450 654 024 1014 1147 124 319 456 1 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 /r L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwabdesigngrouP•_ AA k: 0003325 h g F 0 SLTHDrv. a Lo ABBOTT PARK LOT #28 BLK. #11 PRoJzcTp 04181.000-28111 MGDEL 4EBB "1828-CALI" GARAGE SIFMG: RIGHT PAGE: SAFE LOAD TABLES 160MPH E . C EB 0 D TZ`; 1/25/21 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: SIMPSON HETAL20 W/ (14) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 PBS36.177" " x 2 7/8" 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'-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 8" FROM THE CENTER OF THE COLUMN. r 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE / NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON / NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. y✓> U U U —.—_.Af-_�__r- 1= a u a 1C a a u u u u a '1 ATTACH' '-0" L&G 2x SCAB TO I TRUSS W/ 10d NAILS @ 6" O.C. pa (," FROM EA. END) ` s CJ1 q = CJ3 n u u s = CJ5 e�asa�i:cam I 6 I I mmam=aassaa�:az�es�=� 1 = I I I ' I 1 w a asaas-ate �=�ii Ya-.- I 1 I I I FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA Ilk.000332b 14 i q S dd c 6 BXMDIV. at LOT: ABBOTT PARK LOT #28 BLK" #11 PROJEOT# 04181.000-28111 MODEL: 4EBB "1828—CALL" GARAGE 81WWO: RIGHT PAGE: FRAMING PLAN %160 VRH ER. C A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 7J" NAILS TO TRUSS 842) SIMPSON HETAi6 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER bQ, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) l6d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", S", 8" x W-O" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ SCALE: 314"=V" GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 112" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12"GYP. WL. BD. FLOOR TRUSS CONNECTION @ L.B.W. SCALE:3/4"=V- (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 114'0 —HOLE EDGE >5W —HOLE DIAMETER 2/5'0 SGL. STUD HOLE EDGE >5/8" 011 OLE DIAMETER < 315"0 DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-0' ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SE LG� SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS �`^'^ 12"O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP #22"x 4", 6', 8" x W-G' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(i) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) r x 5" TITEN HO TO CMU AND (12) SDS k x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SOS }" x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) } x 5'TITEN HD TO CMU AND (18) SDS }" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) - LSTA12 20 GAUGE W/ 10dz1/2 HDG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER HTT4 " 5/8" AB. WITH MIN. 7" EMBEDMENT TO SLAB & (18)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB d. r.�GIRDER/WOOD POST CONNECTIONS ll,J SCALE: 3/4'=1'-0" 6-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) IW x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) W BRACE Q CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG TRUSS—� NAGONAL GABLE .CHORD CING, SEE STIFFBACK (AS PER 4 FOR LOCATION TRUSS ENG) NOT BE UIRED CHORD OF ID ROOF TRUSSES tx4 BTM. CHORD BRACING 6'-0- O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERsecnoNTVP. BTM. CHORD BRACING 6 SCALE: 314"=1'-(Y' SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 12" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d'. @ EACH TRUSS TO BE INSTALLED (off 10'-0' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3W'=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774,6078 FAX: 407-774-4078 W WwAbdesigngtWP.com AA #: 0003326 C 114"ll 11 SUHDIV. da IAT ABBOTT PARK LOT #28 BLK. #11 PROJWTp 04181.000-28111 1[ODMA 4EBB "1828-CALL" GARAGE $IIING: RIGHT PAGE: DETAILS 160 AKi E C 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA. 4'-W O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-W TO W-W (1)'X' BRACE 30'd"TO W-0 (3)'X' BRACE PRE-ENG GABLE TRUSS (1)'X" BRACE CENTER (2)'W BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1X2,2 x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG, 2x SECURED W/ (3) i6d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24' O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12. O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:34"=1'-0" VTCR SPACING (1) AT EA AND W-D" n PRE-ENGINEERED VALLEY TRUSS CONNECTION PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORE) BRACING. SEE PLAN FOR LOCATION SECURE 2X6 PT. PLATE TO BILK W/ 117 DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2X6 P.T. PLATE W/ 12d's 8" O.C. MAX TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwzbderAgV p.com AA 0: 0003325 J Y � .4oil 9 1 Y O � S I I 951MDIV. & IJOT ABBOTT PARK LOT #28 BLK #11 PROJECT* 04181.000-28111 MOMM. 4EBB "1828-CALL" GARAGE 8WVCG: RIGHT PAGE: DETAILS 18 PH E . C FEB i 9CALM 1/4-=1'-0- 1 S3.1B .9 � w HP ROLE JF=A ROOF WIND DESIGN PRESSURES NET(GROSS) 7 ZONE 1 = 23.79 PSlEl F (33.79) ZONE 2 = 39.48 PSF (49.48) ZONES = 67.16 PSF (7-7.16) "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 19132" STRUCTURAL SHEATHING EXP 1 (AIMO), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS @ 4" O.C. EDGEWISE ZX4 BLOCKING ALL PANEL JOINTS Wl IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM tQU RING SHANK, 212" 0.131 F1667 SCREW SHANK t70,000 RING ((16-2DRINGS RSRS-03 8d RING SHANK, 2 3W 0.1'13 SCREW SHANK pER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS RSRS-01 RAF I EH UM 1 HUSS ROOF SHEATHING EXTERIOR SHEATHING USE 12" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 1Gd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 21. 2n, 2r 10d NAILS R 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES V - MEN ,1 I '1 I NOTE GABLES-OROP GABLE END & (1) ADOL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE y 2W Z O C tOd RING SHANK GUN NAILS z ® SEE 'ROOF SHEATHING ATTACHMENT' ti TABLE FOR FIELD SPACING Ln d Z `r R P. LX 1. SHEA I HI G A I FACHMENTFOR STRUCTURALF SHEATHING (D W cw77 ¢ G #S 2" DECK SCREWS @ 6"-8" O.C. MAX 0 w EDGES & 12" O.C. MAX IN FIELD. UNTHREADED Oe D SHANK TO EXTEND BEYOND THICKNESS OF o OO SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS TYP. EXT. SHEATHING ATTACHMENT GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33OX IMXIMUMAOGREGCTE SIZE SHALL BE 3W STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON43EARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN URWI ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION All EXPOSED EDGES OF CONCRETE ARE TO BE CHAI IE RED SIC, ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES. BRACING, LEDGERS. BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER, Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF L CO Pl�VIDE 84AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONC1tIXAYJ WHERE INDICATED ON RESME BRA ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS 0RAN8Dq LAPPED B INCHES � SEALED WITH PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE -TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSK%NS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE WALLING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE 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. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al O64/A7064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL 13E ASTM A615ABISM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED SARS. FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE CONNECTOR PLATES SHALL BE A MINIMUM THK"ESS OF 0.GW AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A44SIA446M, GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TP4-14, -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:. AND 'SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-mna t REVIEW. E TYP. MIN LAPS SHALL BE FOLLOWS: #4 BAR - #6 BAR - WOOD TRUSSES. 10 psf BTM CHORD -npn-Cp -t #5 BAR 30" 30' A7 BAR 4Y 42' DOWEL ROOF & FLOOR LAYOUTS PROVI DON THESE PUNS ARE TO B GU DE FOR 8 PROVIDE 36' z 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSVASCE 7 88: 1990. 15 psf TOP CHORD 20 Psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 PSI vd No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SWILL 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 PO RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DE E USED AS A I EARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: t Opsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (E (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40W, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING RE'linEyy. 'SPECIFICATION MASONRY STRUCTURES- (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS. DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE F. = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" 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 SMALL BE L FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 FOOTING pROPORT10NED AND MOOED AS OUTLINED UNDER ASTM C470. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM C-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: L WS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURALTERRACE SLAB FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND(OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 kst FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL 13E ASTM A500/A500M GRADE B F = 46 M. STRUCTURAL PIPE SHALL BEASTM A53/A53M GRADE TYPE E R S F = Y B, O y 35 Kal. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, NTHHISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S'./-PRIOR TO THE ADDITION OF PLASTICIZER SHABE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY BATH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C91M OR MEASURING, 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 PAX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER TWIN 90 MINUTES THE CONCRETE SHALL NOT BE PLACED. IT SHAU- BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATKW): B. FOR CONCRETE EXPOSED TO EARTH ANOW WEATHER 1-10 FORM AND SMALLER 2'FOR MH AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APrucArA" slrE rrI>,: WACnc REMAaxs aPnmwrEx, slzE TYPE svaanc RErMRxs i#PT FURRING TO M0.4GNRTICONL. CASE HARDENED COIL 1,R'LCNG. S•QC GARAGE DOOq Bp« TO MA9JNRT/LONG. 1/P pN TPPCON MASONRY MTENER S- EMaEp.,G •END DI3T. p EDRT. SGppK. EXi.pOIXtS T, SEE NOTEe CASE HARpENED ODIL FLAIL, 1?LONG. 9'aL SrAGGEfEp WtlIDOVIA]OOR/FASTENEp INTO MAEON3YICONC. GAfWGE pODRBU« TOMASONRYroax:. 1/YOU.WI WgSHER ENPaNSbNBOLr xr Q�C <•EMBED., r EtAD6T., IEOGE GIST. w«mGwaD« aSEHARpENEDODE vaL wwoowAxxxvrAs ENEp A a RMTO CONTACT THIS ENGINEER FOR SPACING PT, sEE NOTEe x„m LGNG. succElan wro MASOMYICONL. MAsaaaYropNc. REQUIREMENTS EXT.3wwGpWR suNDTEs p)M,eixA. NDwASHER TaPCOFr FasrNER 18'°'L 1-D.8'ENp. msr.1Il,, ,r-EooE oar. NONeEMNGWWp ,T E%PANSEW rEMBEO.r END LwASHER our z''ae ..r EDGE o"r. PrgTo wvoaw au« xe•PaF.x,ar vac rEMo. olsr.,,,rr sT�LcoL.,sEE a.,wlwASNER SrAGGEREp EDGE asT. TEe 1. STTAAPIES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SMALL BE AS PER MANUFACTURER'S SPECS AND (OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.oDm AA #: 0003325... 64 Ks�JJ a d O 4n a SUBDIV Z LOT: ABBOTT PARK LOT #28 BLK #11 PROJECT/ 04181.000-28111 MODEM.: 4EBB "1828-CALI" GARIiNG AGE 81: RIGHT PAGE: DETAILS %J60 MPH E . C • a. %b db %0