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HomeMy WebLinkAbout35841 Iron Redding Ct1 .--2368-D99 E T IN FOR: # D R HOR11ON 12602 TELECOM DRIVE, TAMPA, F1 33637 T4&1: (813) 740-9720 Fax (813) 740-9715 Goa G0 §A X501®0 0 G\rl 'A G Q • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS nn= MMMG COX ,, CH ED�u 2M7 cWaaiVA ( ) •AM LOCAL AND STATE CODI�.R .00CUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB INTERIOR FINLSH — CLASS B BASIC HIND SPEED — Vult=150 MPH Vasd=116 MPH •EXPOSURE - B 1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. MGHT AS PER IDCAL AND STATE CODES A/C A/C ADJ. AMP. HD. Cam. CLG. cLR CONC. CPT. c.T. D. DEL. D.G. DIA. DIM, DISP. DP. DR. D.S. DIM D.W. EA. Fv. EXH. EXT. F.G./FX. F.G. FIN. FLR FLUOR. F ODR. GA. OAR. DISP. O.F.I. GL. GYP. HD. H.B. H.C. HDR HOT. UL�"T INT. ABOVE ARi CONDITIONING A TUSTABL AMPERAGE ITOARD CABINETL CE¢aNG CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH EQUAL EXHAUST EXTERIOR FDffD GLASS FUEL GAS FNISH FLOOR FLUORESCENT a IN DOOR GAUGE GARBAGE DISPOSAL GROUND-FAULTCIRCUIT INTERRUPTER GLASS GYPSUM HOARD HOSED HOLLOW CORE HEADER INSULATION INTERIOR LAM. LUM. mR MIN. M.T. MTL N.TS. O.C. w. P.B. FEE PLT. PLYWD. PR. P.T. R RAD. RA. G. REF. RM. RO. S.C. S.D. SSHHT SHTHG. SHWR SIM. SL. SL. GL. STD. SWS EW THK. T.O.C. TO. T.O.S. TYP. U.N.O. V.P. W. WD. WDW. wH LAVATORY LUMINOUS MMEnDICINEuR� T19 MINIMUM METAL THRESHOLD META T® NOT ToPG ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SSHEETE HUNG SHEATHING SHOWER SIMILAR SLIDING SLIDINGOLASS STANDARD SHEAR WALL SECTIT MPPEREDGLASS THICK TOP OF CURB TOP OF PLATE TAB TYPICALYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WBmow TWVRA Uo GHHEATER TItON DESCRIPTION ADDED 150—C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 19 ADDED STONE CAP NOTE TO ELEVATIONS PG CS -COVER SHEET PG GN—GENERAL NOTES �'—FI OOR PLAN A2D-ELEVATION •D• FRONT d< REAR PG A3D—ELEVATION "D• RIGHT & LEFT PG EI—ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG Di -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WAIL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS rDATE 19 UPDATED LED LIGHTS PER D.R.HORTON 1 ADD® SEPARATE ELECTRICAL DSlAI3 PER D.R. HORTON 20 ADDED SWSON CONNECTORS I.L.G. USP O6/04/g0 UPDATED MASTER LATH, BID)ROOY i4 h BATH /9 07/14/20 CHANGED ROOM NAM PER D.R. HORTON • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 �� /r , SQ.FT. CALL. S LIVING2312 Sa. FT. GARAGE B50 Sa FT. COVERED LANAI 2d" Sa FT, TOTAL GL SILL SFT. STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN PG SlAA-DETAILS PG 31.2APG DDEfAILSOWEL � PG 32-LIFT BEAPLAN M PG 32.1A-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.IB-DETAILS PG S3.IC-ENTRY DETAILS PG SNI-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'o IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFCs HAVE BE Ell, GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. I= 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesipgroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813666.2628 FAX: 8134IM2902 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 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 01557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHTTECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R30Z5A OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302A 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 %INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 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, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUYBWO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVERIM 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FSSSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 -15A AND R703.7. FIRE RESISTANT CONSTRICTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1l4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURERS SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOARS 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) 61h EDITION, (2017) 117011.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 6 Groujl�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoWgngroup.com AA R: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33034 PH: 813888-2628 04 FAX: S18888-2802 amm�n� 14 48'-0' 4'-4' S'-0' '-4' S.-8' 4'-b' 0'-10, W-4' =� 25-8H •X12' FA. TEMP 25-SH EGRESS 25-8 4 EGRESS -- —--- — — — — — — — — — — — — — - iv s LANAI BEDROOM r MIN 9'_4140 G I BEDROOMTRAY ® CLA m I TOIL-v I ;b 9'-2' 3'-1' V-81 1'-I01R' 4f-0- J, 9080 SAD. f --- ? TR-IBH TCr ------- .. I V I I ------V -----------'I J c T 1'-4' V-6' 4'- ' 1' 16'-5' I '-9• 9 I I f ® 24'-1' 5'-8' 3'-b' X; GREAT ROOM j 0, a 1 m Q F `GLG TRAY CLG v ti -4 v yll TO VAr O '? • f I f ID 11 C io • Q I i II I I I KITCHEN A I I Q'CI '" I� . I 9 4'CLCG II ; ; L----- -1-----J OIPT 8'-6• Y '-4- 3'-0' 14'-6' b'-4' 2'-4' II'-0' T c I u? DINING; s BEDROOM I iV PAN. lT1,,1 ! I v T--4Q'CL& I 9 T-4' CLG. Iia I SSHI ;p I I4Y4�J � c It T MT v WH - _0. 2XI0 54'X22 r-----1 we o PRE- PLUM15 ATTIC ACCESS I L - - - - - J HOR • 9 Tlic L.T. 8'-0'� C T 9 $ATI� TUD I' 9'-4' CLG 9FOYER .D o GARAGE s 9'-4' CLG WK2112' 81. 28'•4' 5'-4' b' 13'-4• ro BEDROOM o _� 9'-4' CLG. I21•8' CLG. El 8'-0• X 1'-0' OH "— X 1'-0' O.H. 4GRE88 3 6'-4' ib 10 3'_2• 28'-4' 13'-4' 46'-0' FLOOR PLAN SCALE: 1/4' • I'-0' `-NICHE ;T - TET1P. GLASS ' TO FILM W/ 24• i0 TEMP. GLa. DR 4 �i FLOOR PLAN NOTES • ALL ORMNIN" ARE FROM FACE OF T YWLL %' MLOCK WALL OR EDGE OF FLOOR SLAM) TO FACE OF ar.0 UXO - ALL INTERIOR WALLS ARE 3 X' UND. - DRYER VmaTED TMFOUGN ROOF (VTR), NOT OCRIENW. - AIR COMPRESSOR SET ON 44X44' POURED CON- PAD. PAC) 884" •' FROM EDGE OF STRUCTURE - SEE SHEET GN FOR GENERAL AND STANDARD MIIILCOM NOTES. - ALL HAMITAW. ROOMS TO NAVE ARC FAULT CIRCUIT UITlRRUFRER - ALL RILL HEIGHT BLOCK WALLA BETUEEN FILLED CELLS WITHOUT OPEI{R7Ga ARE SHEAR WALLS. SQ.FT. CALC.'S LIVING 2312 50. FT. GARAGE 538 80. FT. ENTRY 50 ea FT. COVERED LANAI 201 W. FT. TOTAL 3161 SQ. FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BRG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE $HALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT W-4' BRIG. LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP MATERIAL TO FILM CABINETS. CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX MBAR REINFORCMG AT ENDS OF PARTITION ARIE 6T48E Q4 BRACKETS AS WALL 3NECESSARY. CABINET 2'Xb'X35-1/4' LOW WALL = 2'X6' STUDS • *1 O.C. W/ 1/2' DRYWALL BAR DETAIL A SCALE: NT8 C01lOIE1R NOCLID0110IA♦D LONDB BA9C M!D EIFC8IAE POR 81E0010 aB18 gem � 801E 1�Mii1NOlVip N3IMIIB mm MIR WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA BAD. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 20.1/-22.1 8010 O.H.D. 56 5 2L6/-21.1 BASIC WIND SPEED MPH = ISO (Vult) ENTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. 14'-S" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER.Oak A III C M I T B C TO 6 Gr esoi n LA t41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdosigngroup.com AA0:0003328 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 11,4 PH: 813888.2828 FAX: 813-886-2802 'BUSDiv & L071' SILVERADO LOT #10 BLK ##13 PBtOJZCTA1 03719.000-10132 PAGE. - FLOOR PLAN n 08/17/20 SCALE: 1/4"=1'-O" slim T Al AREA OF ATTIC = 3164 SQ. FT. N ET FREE VENTILATION AREA REQUIRED = 1/ 300 /--------------------\ REQUIRED VENTILATION AREA = 3164 /300 / WINDOW \ = 10.55 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1518.72 SQ. IN. I RAISED STUCCO I MIN. REQUIRED VENTILATION IN UPPER I BAND WINDOW _ .5% 1518.72 PORTION OF ATTIC I RAISED = 759.36 SQ. IN. I STUCCO OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT I 5• y BAND I 759.36 /115 OTA L A O F V EN TS REQUIRED = 6.60313 - — - --------------_—_-- TOTAL It OF VENTS PROVIDED 7 12T 'T' IS I SHINGLE SQ. IN PER SOFFIT VENTILATION AREA = 11.736 ROOF I L I N E A L F 0 0 T I = 4.7035 LIN EA6ffit� TOTAL LINEAL FT Of SOFFIT VENTING REQUIRED 64.7035 LIN EALfT OF I DETAIL I A R DETAIL -AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG SCALE, I'•I'•0' \ 1-/�BCALE�1'•I'-®' / EXTERIOR OF WALL TO EXTERIOR OF W ALL, NO OVERHANGS INCLUDED --------------------------- T. -------=—s------ I I I I I I I I I I I I I I I I I I I I I I I I I I DETAIL (\ F SCALE, I'• I'-0' / / FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER PBCR R103A STONE VENEER TO BE INSTALLED PER MANUFAOTURER'S SPECIFICATIONS REAR ELEVATION SHINGLE ROOF 0'-0' FIN. ' PLR — — — — — — — — — — — — — — — — — — — — — —" / RAISED \ STUCCO SIDE ENTRY SIDE LITE DOOR LITE I •I' s s •I' I I 5' I 5' I I Fr I I \ I I / DETAIL v SGALE, I'• I'-m' / -- — — — — — — — — — — — — — — — — — — — — — — — — — — — / / s RAISED\ I•I' BTUCCO I g BAND i � I I GARAGE I DOOR I DETAIL A R C N I T R C T 8 6 Groouu`PL�. 741 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.ebdeelgngroup.wm AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 813582802 .04 GT. wa.,�__ H 0'-0' PIN. FLR� OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT SHINGLE ROOF !— -I 0' 0 i0 — - — - — - — - TEXTURED FINISH 9 i0 - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - -- TEXTURED FINISH RIGHT ELEVATION (TEXTURED FINIswT 5 SHINGLE OFF R D T OFF RIDGE VENT OFF RIDGE VENT ROOF FOAM CAP 9 TEXTURED STONE eD FINISH VENEER ----------------------------------------- LEFT ELEVATION (TEXTURED FIRTSAT— A R C R I T I C T• 6 G9WOO 2LQ 1441 N. RONALD REAGAN BLV LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdoWgWoup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586.2828 FAX: 613$862802 evHD:v. ae LoT: SILVERADO LOT #10 BLK #13 -10132 [IAiU-11A RIGHT & LEFT ELEVATION D„ ----a- 08/17/20 DA'PIM BCAm 1/4"=1'—O" E v A3D E Bev Ivor v: ELECTRICAL LEGEND BYMOOL DEFINITION NOTES -e nv cwtw w Al'P eNSLe NeaE mov DUTUT WV OUTLET N O OUGET amp To eurw aR OW OUTUT EaAnD WrRa PAL R FIERRA r TTM RMIBIAR 1YP8) m@ ttev OUTLET (4) WIe CICHISO N OFl Va. maywr Rom MIX 4wm FALT eaeIEENPIER aim:" eY1TOIN !-W4Y OPBR autcAN 4—Y OPER U„fl WALLNaNIEp vv Lwrt CBLNG LIGHT © LED CLG LOW Room LOW O Np rAlAm FRO, LOW ORELIMBD C•e/ HO. FAI I a" Nom m A R. HIT. FAI eatleHE 10M FER OB. FT. reFBer�TBD w ® 2•RLW NIRAP IROIw [ ) A tlINO / N+rNv )' FLUOINISCNT 1=� 4' RWCRINCIINt 4' TRACC L— 0 PANEL dill runR a ao DFMCTOR riO�SD. U WALL wiEOrae ®CAINM S/CO «'� °SECS °D'Wo NNA1 NR A OW�TINCE OF noM MALL Tlalr mm FlCARLWrt NATURAL GAe T!J••ICI! JACK Wnat.-- DreoHNW[x w l 1111MICHM r en AU CH TLLEVWCNJACK TO BB aIITCIUC N O !•B=T A7COMPANCE W Bw Al SUCH ICR CRILINS SON TO M &.FPOI V W N cm, FANLINIT A CORMACB W W=N MAPIW M BCH FOR 111516111L- on np u• NCAOOI'NT LOW NIB► LOW a7w 4•NCAC[k7R Low NNP FLOOD Lbft f RN, Orr. socuETY IaTPAD 777977 nrH-ertrw Ponwae 111E POR( • LOCATION OF TV JAGCW / RN=E OYTLETB / FINS TO BE VNIl= - ICrEC0 en NE.-020TRCTM mor" . • ALL W 4 20 AMP BRANCH CN NOUITe TO WE ARG FAULT FRV amm; PER ELECTRICAL PRON8101N8 OF BlCd IM • I ANr O®K,L LA- C "2 • OR • WILAND (NON ON IW ONIIN ONeCUIT) • ONHBYMWR OISCONOCM TO BE LOCKOUT N PANEL • WATH FIN" NXI"OT FAN TO HAVE MR CAPIGIiY OF !O OM balm"TTCNT PER BLECIRICAL PRONNOtl O7 LAUMPM I'A01! �M�,�1 ORR FAULTROC/R[CEPTACLFIIVINCIO MILT CYCUT-NIEEB�IER PRDlECT1011 FOR 9404rombaMToft w F POLL B • WRING I'Wf NON CABLE PER CO &IN F OVINk RICO ALWCKELECTRICAL COPIWIOHIe H IC L FROWN" ALL YNOIBC M GQ'RY WITH LL.BCIIeC.AL PRONNCN • ��'M NNLLL eN M Ww�n � sW,ttN� ATD 1t O LMapw �� ELEC. FOR HOOD/ MICRO ADY. vp 1-uW WIL PRE -WIRE PRE -WIRE - - - - PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHT ELECTRICAL PLAN SCALE, 1/4'•I'-0' LED LIGHTING Cam? DOUBLE LAV. MATH I I� I I I II LED LIGHTING C� SINGLE LAV. OATH 2 LED LIGHTING ® SINGLE LAV. BATH 3 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE tiD2 HOUSE PLAN: 1 2368 IMODEL 2368 SQ. FT. GENERAL LIGHTING X 3 VA. PER SO. FT. 7104 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3, 1 LAUNDRY CIRCUIT AT 1 RANGE AT NAMEPLATE RATING ORCOOKTOP/OVEN 1 WATER HEATER 1 DISHWASHER 1 CLOTHES DRYER J4, 1 DISPOSAL 1 MICROWAVE 1 REF. SUBTOTAL OF GENERAL LOAD 37504 FIRST 10 KVA OF GENERAL LOAD AT 100% 10, REMAINDER OF GENERAL LOAD AT40% 127504 VA. X 0.4 11001. TOTAL NET GENERAL LOAD 21002 4TON HEAT PUMP #128AMP X 240 VA 6 10 KW ELECTRIC HEAT AT 65% 6500 NETGENERALLOAD 21,002 NET TOTAL HEAT 13220 TOTAL LOAD 34,222 FUTURE GROWTH 10% 3422.1 CALCULATED LOAD FOR SERVICE 37,644 VA/ 240 V= 156 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC-FAULTTYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUN DRY LOADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 @ 70% 3,500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489/240 = 78 A #2AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3 2ro CU. I % CU GND 2" C NC)w OR PROVIDE 8 4/0 AL,1 A4 AL ONO IN Y' CONDUIT. (CONDUIT TO TEW11NATE .MOVE SOFFIT - OvERVANW 200 AMP ELECTRICAL RISER NOT TO ecALE. CQ'—nom GENERAL None• A ELECTRWAL MATERIALS AND IMTALLATIONe SEMICE Ml D16COECT SHALL CCMF%.Y WITH ELECTRICAL PROV1610M OF M a2TCW APO THE FBCR iW EDITION (2011) LOCAL CODES, AND ELECTRIC ALL LOCAL POWER COMPANY REOUIRSMINTS, METER N NE U B. ALL CON7UC.TORS SMALL BE TYPE THF2V/TFHN DR B NOL OEURE UNLESS NOTED OTWERUMIE. FOYER C0MPAW TRANSFORMER PROVIDE 200 ANT, CW440 VOLT, I FNAeE — SECONDARY ELECTRICAL SERVICE. PROVIDE 8 2ro COPPER (CU) IN 2" DIA 804E01-L8 80 Pv- CONDUIT OR PROVIDE a"ALU9NIl1(AL) N 2" DIA 60.I000U 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE. ELECTRIC COMPANY PRIOR TO BID. PANEL TELBNN" "A'"EdEPI'7ElT ENTRANCE EGtarmmw INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONS ECTIOM I A{ CU SERVICE GROUND CONVECTED TO CONCRETE ENNOAe80 FOOTER STEEL PER ELECTRICAL PROVIS!" OF PBCR SUH EDITION (201T) OW DIA X • FT LONG COPPER CLAD GROUND ROD 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesI*Woup.wm AA #: 0003328 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813SW2628 FAX: 813-886-2802 I"'PRINT OE1/17/20 ETCALM: 1/4"=1'-O" Bill T E1 �� r------------- I I CI I Q 9 I I I — I I I I I I I I I I I I — — — _ _ _ — _ — — I I I I I 1 L — — — — — _ -----J 2'-3' 2'VTR r------------------ —r rt I\ 21VTR \ \ I \ I u2' I �� �p \ I I I!T•J\\� > 2• 2,VTR • 2• _ WC f 3' I N 2'VTR 3. L V i / I III uu X KITCHEN I AV SINK UW Z' I L ,IlI AUTO VENT I, 3- II II I I Y• I 1 3• 3' OO e aWARN. 24'-I' 13'-2' 3' I PRE- PLUMB 1 I L.T. �i'lllj I 3' I I ---- • RAF. i i I °D NOTE: ALL PVC PLUMBED TRAPS v_ ARE TO BE 'I- TTPE. TO a+ .5. TYPE ARE PROHIBITED. MAIN PLUMBING RISER vPT � SCALE- NTS -�-- C�PT. W1 r PRE- I PLUMB 4' 3' L.T. L-----J II V I I TUD II'-I0' I I m i9 9 N OD in On ME PLUMBING PLAN SCALE= 114' • V-®' A N C N IT N C TO 6 GrouFFL,. "I N. RONALD REAGAN BLV LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.ebdoo4n"up.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC- 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81388&2828 FAX 819.8862802 emm�nE HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL DE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER POO 6TH EDITION (20T1) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA SOA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C 4IMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHNG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8, 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 SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOhIMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRIANC — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THM AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING EXTERIOR WALL O __ SECURE STRAP TO CONC. CONDENSER PLENUM y AIR RETURN W/ (2)-3A6'X2' TAPCONS UNIT SIMP60N WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER____y 4' CONCRETE SLAB SECURE 844T. STRAP TO SCREWS l2) EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD ? REFRIGERANT LINES TO PLATFOF RETURN CONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' DIA TRAP DRAIN LINE AND TERMINATE OVER HEAD 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLCa CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTER&NK BRONZE FL. PL. OR WALL CD. PLUG SEE SPEC. i0 BRASS PLUG I'-8'X6' CONC. I I FIN. GRADE FITTNG OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED EXTENSION OR EXTENSION TO BOIL WADE 6240-K JOSAM 560M OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC INV. ITE PLAN INV. 1 T L00R SLAB CLEAN -OUT (TYPN) NEXT. GROUND CLEAN -OUT (TYPN ) F77- 1 U �I 1 MECHANICAL PLAN SCALE: 1/4' . P-O' A R C N I T! C T II 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abdeWg"group.com AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186.2628 FAX: 813486.2902 ,,W 08/17/20 ECAUL' 1/a"=1'-0" E*MlCT M1 2X4 TOP PLATE PRE-PAB TRUSS 1/2' CLCx SOARD—/""' 1/2.' DRYWALL --,_ TVT- SECURE BT. — PLATE TO SLAB W/ VLd MASONRY NAIL • 32' OL. MAX FIN. PLR 2X4 WOOD STUDS .24' o_ BLAB NU I t: J I611J:J IN 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. 1 TYP. INT. WALL NON- BRG. SCALE, 3/4'.I'-m' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS S,-,,-�PIPE THROUGH BOND BEAM SCALE: 3/4' • 1'-0' WAX 00 sIAL "We ¢ no w-am rote 6" LN 2B GAS LINE THRU BLACK FIBERGLASS SHW-ILES OVER W FELT PAPER OR FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OR FELT PAPER I t'� CTION LLED PERa, FIBERGLASS SHNNG OR SYNTHLES SYNTHETIC .1.1 CN O.BB. OVER W FELT PAPER PRODUCT, INSTALLED OR }' COX OR SYNTHETIC PER SECTION RWSSHEATHING OTHSE PLYWOODD PER PRODUCT, INSTALLED ON I}' SHEATHING FASTENER HEPULE PER SECTION R908.1.1 DX CDX PLYWOOD ON J' 0.8.8, SHEATHING S/S' GYPSUM BOARD SE U SECURED PER OR }' CDX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE I' 0' SECURED PER STRENGTH GLG TYP. FASTENER SCHEDULE BOARD REPERENCE MTL. DRIP EDGE O.H. STRUCTURAL 2x FASCIA PER lU ELEVATIONS PRE-ENG TRUSS CO FN! 8EE ENERGY DE FORMS 14ULATION R-VALUES-ENG TRLtSB VENTED SOFFIT REFERENCE STRUCTURAL PRE-ENG• GABLE TRUSS MTL. DRIP EDGE MTL. DRIP EDGE m' PER ELEVATION WEEP SCREED 2x FASCIA PER TYP. 2x FASCIA PER ELEVATIONS OJ4. ELEVATIONS 2x P.T. SECURED PER VENTED SOFFIT R-4U INSULATION VENTED SOFFIT STRUCTURAL DETAILS ATTACHMENT AS PER MANUFACTURES �WINDOW SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS o 24' O.G. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY I/2' THICK, 2 GOAT CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND CEMENT DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED �— DIRECTLY TO MASONRY 0 -0� a - a. Q' �W/ WINDOW OPENINGWINDOW OPENING � 0'-0' PIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL �OLAYER IUNDERLAYMENT SYSTEM SCALE, 9/4'-F-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486E TYPE IV, OR ASTM D 6-15'1 W' iMM 2 COAT - P'ORTLMG CEMW PLMTBR Ammo De®cTLY TO PRODYCT APPROVAL 11Ni cow MEAD Pcmm GTMAZr VAL ►M 2.0 P.T. YD ATTACM87 TO ML CeLL As MR PIsoDIICT API.1eOVAL Ao. INIAL* T " eACKM Roo OT o"4m / � GARAGE DOOR JAMBS SCALE: 1 1/2' • I'-0' 2X4 SPF 24' O.C. MAX. SECURE UU (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSESt94TRUOTURAL FIBERGLASS SHINGLES PER STRUCTURAL DETAILSOVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Ra.+06.1U ON I}' OAJ5. STIFFBACK AT ALL UPRIGHTSSHEATHING OR }' COX PER STRUCTURAL DETAILSPLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS MTL. DRIP EDGE PER ELEVATION2x FASCIA PER ELEVATIONS CENT. Zx RAT RUN SECURED PER STRUCTURAL DETAILS TED SOFFIT SEE ENERGY CODE FORMS FOR-ENG. GABLE TRUSSNSULATICN R-VALUESPER ELEVATION P SCREED5/8' GYPSUM BOARD OR 1/2'.T. SECURED PER HIGH STRENGTH CLG. BOARD DETAILS a. �W/ WINDOW OPENINGWINDOW OPENING R-4U INSULATION � I/2' THICK Z GOAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SP'ECIPICATICNS PLASTER APPLIED DIRECTLY TO MASONRY STRUCTURAL 44 P.T. FURRING E 1'; STRIPS 24. OC. E3 1/2' GYP. WL. BD. S. CMU WOOD BASE — 0'-0' FIN FLR a' TYP. WALL SECTION B NO OPENING 5 1-STORY GABLE BLOCK WALL SCALE, 3/4'•I'-0• A III t M I T e t T 8 Ggn rousu'= — LONG'Z , FL 32780 '­ PH: 407-7744078 FAX:407-774.4078 www.abdesl*Woup.com AA R: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 fAX: 813888.2802 rm 2X6 P.T.. C04M OP DOOR MADER NOXV ID WV (U V2' X S• J-BOLT LW 4' MN !1'DEOI•!NT W/ 2' X 2' X V6• WASHER 4 NUT OR W( (i)112• X V ANCHOR COLTS lw WAIMER 4 WT IE ® SECLRE 2.4 ON FIAT TO 81•K ® IE IR W( MASGNRY NAILS. 2X6 RAGE DOOR= GA6= 6ECIAM ® W( (5)1*' X 6' J-COLT OR OR ANCH O COLTS. UV 4' MIN, B•DEDMENT, I V 2' X 2' X V6• WASHER 4 HUT. (1) UTHIN W CV TOP. (I) YAT14N 6. OP THE CTM. (5)EVENLY SPACED. m m IN m NOTES, ALL ANCHORS SHALL BE N ACCORDANCE TO M/W/ACTVIIRY INSTALLATION INSTM CTIONS WF EN I fiu „ NATa Le*JA d � ATOMJI~ GARAGE DOOR 1 HUCK ATTACHMENT CALL IM•4 2X4= SECURE TO 15LOCK W/ TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y; ) 8' cm WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X %i' DRYWALL IVOr- MAX SPACING MUST BE ON OUTSIDE 4 VX4. OR I'X2' P.T. NAILER 2X6,m SECURED THROUGH Ix4 P.T. OR %X4' MIN. SECURE TO BLOCK W/J-%' NON-STRUCTURAL i(A' SECURE TWRU FRAME 4 TAPCONS TAPCON MIN. 144' EXTEND I-Yi INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK W/ %- TAPCONS MIN. HEAD SIZE 300 (MIN. SHAWL SIZE .145 MIN. EMBEDMENT I Yi) • DRYUUALL MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN B' OF EACH END 4 I'X4. OR 1'X2' P.T. NAILER IS' O.G. MAX SPACING WITHIN 8' OF EACH END 4 2X&m 18' O.C. MAX SPACING SECURE BLOCK W(2-i{4' 7(r' CAD. X 4' MIN. (MIN. SHANK SIZE DOOR CASNG DOOR CASING DOOR JAMB OR WINDOW .14b MIN. HEAD SIZE 900 DOOR JAMB OR WINDOW MIN. EMBEDMENT i Yi J ATTACH TO 2X PER MANUFACTURES WITHIN W OF EACH END 4J� ATTACH TO 2X PER MANUFACTURES DETAILS, DETAILS. Or- MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB B JAM NOTE, SHIM A6 NEEDED TO PLUMB JAMS (DO NOT EXCEED Y;) (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLACK 03E A 11DiDON TO IACK +3 4 OR +5 4 L. IQ BLOCK +1- i $GALE, N.TA. \zj5CALE, RTA. 2X4,m SECURE TO BLOCK W/' TAPCONS OR (MIN. SHANK SIZE .10 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8. OF EACH END 4 IW O.C. MAX SPAGNG. 2Xb,m SECURE TO BLOCK W/2-%' TAPCONS(MIN. SHANK SIZE .14b MIN. HEAD SIZE 3" MIN. EMBEDMENT i Y; ) WITHIN 8' OF EACH END 4 g• 18' O.C. MAX BPACNCs. yA. 2X8,m � I'X SECURE TO BLOCK W/2-�1(i TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 812E 300 MIN. EMBEDMENT IY4') WITHIN B' OF EACH END 4 CM DRYWALL 4' OR I'X2' P.T. NAILER CASING JAMB OR WINDOW TO 2X PER MANUFACTURES DETAILS. ID O.C. MAX SPAGNCT. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y; ) DOOR JAMB TO BLACK +1-1//2- n A TO BLOcx +1-1/2' �BGAI.E: N.t�. 2X4,m SECURE TO BLOCK W/ Ilb' TAPCONO (MN. SHANK SIZE J45 MIN. HEAD SIZE .300 Mlt,L EMBEDMENT I Y; ) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL TAPCONS TAPCON MIN. I Yi (MIN. 614ANK SIZE .14b EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8• CMV WITHIN 8' OF EACH END 4 �' DRYWALL IB' D,C. MAX SPACING. a I'X4' OR P.T. NAILER 2X&4 SECURE TO 15LOCK UW-%' CASING TAPCONS (MIN. 814ANK SIZE Job MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y;)IW TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y; ) DOOR JAMB TO BK+2 4' BLOK+2 1/uRDD01 KT . 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACE•Ke. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-i(4•NON-STRUCTURAL 9(a' TAPCON MIN. 1-Y; (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cmMIN. EMBEDMENT IX;)DRYWALL WITHIN 8' OF EACH END 4 OR I'X2' P.T. NAILER 18' OG. MAX 6PACING. 2X$m �Pf4-X'4' SECURE TO BLOCK W/2-IXr' TAPCONS DOOR CASING (MIN. SHANK SIZE Job MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER 18' O.C. MAX 6PACING. MANUFACTURES DETAILS. ,foes 4•n A4 •so ro n,..,n. eoo,few oeaox•, DOOR JAMB TO BLACK +3' EE. N.T.S. 2X4= SECURE TO BLOCK W/ VA' TAPCONS (MIN. SHANK SIZE Job MIN. HEAD SIZE 300 ) MIN. EMBEDMENT 049 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb� SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL W.' TAPCONS(MIN. SHAM, SIZE TAPCON MIN. I-Yi .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT 11,9 8. CM 8' OF EACH END 4 K' DRYWALL 18. OTC. MAX SPACING. 2XD m 1'X4' OR PX2' P.T. NAILER SECURE TO BLOCK WR-V*l NO 2X SECURE TO TAPOO'S(MIK SHANK SIZE STRUCTURAL MEMBER J45 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y;) OOR CASING WITHIN 8' OF EACH END 4 DOORJAMB OR WINDOW IS' OZ. MAX SPACING ATTACH TO 2X PER MANUFACTURE6 DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3" FE, N.T . 2X4= SECURE TO BLOCK W/Yi TAPCONB(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 NOTE, STRUCTURAL 2X WITHIN B' OF EACH END 4 MST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL T1b' SECURE TO BLOCK WA-1/4' TAPCON MN. I -Al TAPCONS(MIN. SHAWL SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEM-TENT I Y49 WITHIN W OF EACH END 4 DRYWALL 18' O.G. MAX 6PACING. El 'X4' OR I'X2' P.T. NAILER 2Xb, SECURE TO BLOCK W/1-1/4' 7*' OA.S. X 4' MIN. TAPCONS (MIN. SHAWL SIZE 345 DOOR CASNG MIR HEAD SIZE 900 MIN. EMBEDMENT I Y;) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER I8' O.G. MAX SPACING. MANUFACTURES, DETAILS. ftllL fLn.r fmolo ro f�frfa sw roe ner LLefsox•, DOOR JAMB TO BLOCK +3-7/10' n TI[NDOW TO BLACK +3-7/18' SCALE, KT . 2X4= SECURE TO BLOCK W/Y; TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y;) WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/1414' NON-STRUCTURAL V&' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y;) 8' C IMU WITHIN 8' OF EACH END 4 V DRYWALL 10' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER DUN= SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAM15 OR WINDOW WIT14IN. S' OF EACH END < TTACH TO 2X PER I6' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: 8141M AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y;) DOOR JAMB TO BLACK +3 3/4' H CK +3 3 4" E= N. A I C R I T L C T i GrouPL, 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abd"jogroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813,886-2502 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10S31.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16SO3.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-111 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#153S3-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 1S076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 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 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 rA I C N IT ICT81 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 7-abdeslgngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CEHTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134886-2628 FAX: 813$BB-29D2 04 PREFORMED CONTROL JOINT FLANGE OF C.ORROL JOINTS Td BE WRED TIED TO LATH • 41' O.C. MAX (VERTA MOM, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES UM %'LES MAY BE SECURE! DCONTRROLLJOINT TEMP. DURWfe INSTALLATION —, - FASTENERS TO BE SPACED- 7 • T' Or- MAX VERTICALLY / RASCK, 3 COAT CEMENT WM LATER MI, FORTPIBER / BWLDNS PARR APPROVED METAL LATN FASTENED -T' (VERTJ Oa MAX AT SUPPORTS 1111111115 LAYER M. STUCCO U44AP WOW SNEATHINS I� LATH bNALL CONTWiUOJ6 T TFNWOUGFI GONTF JOINTS BUT 00115 BE STOPPED A TIED AT EACH SIDE. PER ASTM CI06A PRONDE 2X4 BLOCKING TJOU PLACED FLAT MAX. 0' TO S' \ FROM CONTROL JOINT 11116EN / NOTE, ` L FASTENERS FOR TO NAILS CONTROL JOINT PALLS ON / STRUCTURAL STUD LATH SEE O STAPLES IN 021PLIANCE WV ASTM CI003 2. U IRE TIES TO BE (NO. E) 0A4T6' UP E A BLOCKING SNOW MAY BE N ACCITM \ TO WALL STUDS PWAMI ED PER PLAN OL Pp.p NEAIp a PL A OL POLO trll•eIo M. T. CIIAOE • PT. E •0PlffASl•Pr.0 OL P0.D N.MRG a PT. A 7.GEIIM.R.• �oLD o • ® LP0.D eW10 eR.A >, efa.•e a rt.0 a OMAN • P.T. c 4. FOLD Pt. O OVER Pr. 0MI. Mr. cMom mai PLAN" M r O MAN( , LATER Tf•NT @9AL PI%O, 2a marts. p THICK S COAT CEMENT PLASTER (PPIAM3d W a COAT cssR PLASM (c w UM LAYER MI, PORTPBER OUILDNS PARR RT.AFE wan R.Aww r tlL QR APPROVED OUILDNS WRAP SMALL BE LAPPED A MINIMUM OF 0' • VERTICAL LAPS (ROLL ENDS) 4 0' • HORIZONTAL LAPS. ALL SEAMS NEED TO EE TAPETX, WITN FORTIBER SNEATNING TA / �• M.L LAP . MtTAL LAT LATH VERTICAL LAP TO EE P �- METAL LATH WPM LAYER M. STUCCO NtAP 'TWIN R Y / BUILDING PAPERFORTPIBERi 2 SCALE.,( In•.I'-0' ® KIC KO UT DETAIL F� a o e \ \ [/4/— WI,TEI TtlMT MAIL nrD scumit mrigxsw NNA" "MOO AT 110i OF Z_. .IeLL WTIErfcTlwM 81108 LAPS OF METAL "n" BASES SMALL BE SECURED TO THEY SMALL BE TIED BETWEEN SUPPOIETS WITH 00415-K (I21-MAP) WRE AT NTMWALS HOT MORE THAN Y (220-M1). AS PER ASTM CI003 I&I FOR REPAIR OP TEARS IN U4a3 LAYERS, TEAS MAY BE PATCHED WA40M URAP TAPE PER MAM P. SPEC, OR PEEL 4 STICK J' THICK 3 COAT CEMENT PLASTER METAL LATH UM LAYER Mt, INORTPBER BUILDING PAPER WIND LAYER % STUCCA URAP WOOD ONAT14M WOOD SWEAT BUILDT PAPER STUCCI I,O� 0♦ • i S -INSTALL FASTENERS (CLIPS, STRAPS STAPLES)AS REQUIRED TO SECURE PIPE/ ONE TO FRAMING WIND LAYER M, STUCCO ERAP WM LATER MI, PORRTPIBER ISU LDNS PARR FETAL LATH •'xr• SELF-ADUERING ME'eRAE PLASMINS OVER 4'44' SELF-ADMIFtM MEMBRANE PLASRNS OVER APPROVED HOUSE U li PLASHING to EXTEND 299 PIPE 4'x4' SELP_ADWERNG F'EIDRANE PLASHNM OVER APPROVED FIOU6E URAP. FLASHING TO EXTEND ONTO PIPE !L' CONT. BEAD OF SEALANT INSTALL APPROVED NOUSBWfAP AIR I PILTRATION BARRIER OVER SI•EATHNS ELASTOMERIC COATING OVER STUCCO/ C.V. PINEN (WE TIT WALL SECTION) SECTION PER SECTION Ex Fa4RWEIae EM Eitlerbof r use N Portland antl cerriW paeMr .hell canply wIM the epp fim repYrements of ASTM C 90-12A. Installation W exterior lathing and fretting still 1053.12A. 4'.A' SELF-ADHERNS MEMBRANE FLASHING MATERIAL) TIDLEOVER UV NOUSE�4• URAP I'TATERIAL) OVER APPROVED HOUSE Idli PLAEMNG SO EXTEND ONTO WIPE I. OR LESS PIPE - PENETRATION . S.Wr.... OUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE / PLASHM STEP Of WOOD SHEATHING OR CMU WRS LAYER 01, STUCCO WRAP (FRAME ONLY) 4' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER ROOFAUALL SCREED z D'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING E (NAIL TO ROOF DECK, NOT WALL SHEATHING) ^' CAP SHINGLE • DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N�� R ASHINS (COPrATUBLE UV NOUS6 URAP MATERIAL) OVER 4'x4' SELF-AC$4Ut a MEMBRANE E R.ASHNG OVER APPROVED WOUSE wmw. PLASMNG To ExyelD arro PMPe LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER #2 (FORTIFI5ER ...... — — — SUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR-I/1611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF • E rt E 1 r■ r r� 6 Grouo 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwWAbde•1oBr atio com L. AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33534 PH: 8134188-2828 FAX: 8T.3.8884802 �NIIIIIIII a 08/17/20 IlQAM' 1/4"=1'-0" s XT WA1 BACKER ROD BACKER ROD INSTALL V SELF -ADHERING MEMBRANE PLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEA IENCE OF PLA614MG 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 ISE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4 CAULKING • JOINT ALL AROUND PER SECTION R703.7 EAwlor Ie9ft end DlMier61G Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER "I, I x STUCCO WRAP HOODED VENT ' J' THICK, 3 COAT CEMENT I, PLASTER METAL LATH W ID LAYER Q, FORTIMBER DUILDMG PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING aRB LAYER M, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD — CON8TUCTION —METAL LATH e' Cm VINYL CASING BEAD •' RAISED BAND V TOx' MQ__WAi L 0.•;. 6' WIDE STRIP SELF ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MAMA°. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' 0_&_'y,ENT PENETRATION SCALE, NT.S. ELEC. METEF VERIFY LO filiCN I V RC[.CI VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 36' TO )J' MID -WALL WEEP SCREED (P' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM !'GREAT STUFF' OR SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI, SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH PASTEN TO WOOD STRUCTURAL MEMBER • 1. O:C. MAX X* TOx' MID-uR4LL LP wren APPLY 60 MIN - GRADE '0' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ElI f MIl EMBRANE R ASWING I WRB LAYER 4, FORTIRBER BUILDING PAPER STEP %* ELASTOMERIC COATING OVER STUCCO/ G.V. FINISW (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #6 l 9 ELECTRICAL RECEPTACLE A N C N I T B C T• 6 Grouper 1,441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigkgroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX:81368&2802 IF WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WOOD UM LAYER n, PORTIFIBER CONSTRUCTION BUILDING PAPER A 1/4 HAT C 4A NFLJ' THICK,3 COAT CEMENT WAN' TYPE 'X' DRYWALLPLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED HE WOOD SATI4M 4' POSITIVE DRAIN _ _ _- .." 14W7 UE@P SCREED WFB LAYER 01, —� \` STUCCO WRAP / i \\\ �• THICK, 3 COAT CEMENT �\ PLASTER i \ WSEL— / ' 1 FL FL814 WR ASHING WRAPPED APPED •TOP OF VEEP SCREED TO 6HEATHMG BELOW 1 . URRB LAYER 9, \ \\ STUCCO UJIR.AP UAW LAYER n, FORTIFIBER i i BUILDING PAPER 6' SELF-ADHEREMG WRB LAYER'L ' / FLASHING WRAPPED STUCCO WRAP jv • CORNER OF CANTILEVER AMICO AM66-UFU C-TS® CUSTOM r_ewnr. BEAp _ 4' 1 72 �� uE@P POSITIVE DRAM BCRE@D NO GAP IN FIELD —' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) (10 CASING BEAD DTL. ® CANT. A SCALE: 1 1/2'•1'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/6' TYPE 'X' DRYWALL W/TEXTURED A PANTED_ ' J' THICK, 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/6' TYPE 'X. DRYWALL W/TEXTURED A PAINTED FINISH THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER n i' THICK, 3 COAT CEMENT PLASTER PETAL LATH WOOD SHEATHNG (2) 2x12 HEADER EXT. WOOD FRAM WALL SUD-FLOOR DECKMtl PRE-ENST) TR11116 THICK 3 COAT PLASTER METAL LATH — WOOD SHEATHNS EXTERKIR GRADE DRY WALL I' THICK 3 COAT C (SFIOUN FOR SEPARATE AC 0 C NTILEVER DRIP EDGE FIN16W LAYER (2 LAYER PEEL A STI . 6' FEEL A STICK T GE DRIP A ED0 IY� DECK I)f'XI 'ri P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PROOPING Mt \ LAYER (2 LAYER PEEL • , y STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER W PEEL A STICK • DRIP EDGE TO DECK ri GAP FOR BAacEy ROD A SEALANT FINISH LAYER (2 LAYER PEEL A STICK) 3/4 RESILIENT —1 WoTEXTUIRED A PAINTED FINI8H THICK, 3 COAT CEMENT VINYL comet BEAD G 3' X 3' 26 GA. GAL V. METAL DRIP EDGE SET IN FULL BUD OF SEALANT, V MIN. SPACE FROM DRIP PACE TO TREX ri GAP PO! BACKER ROD A SEALANT VINYL CASING BEAD WEATHER RE616TWE BARRIER, WEATHER RESISTIVE BARRIER n 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANTA' MML SPACE PROM DRIP FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL A STICK) WRAPPED PROM BALCONY DECK TO CANTILEVER k THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 6WEAT14NG NO GAP IN FIELD (SHOW FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES CHLY) SEPARATE ACCE68MIES ONLY) BALCONY DRIP 11, EDGE INSTALLATION WOOD CONSTRUCITON .WEATHER RESISTIVE BARRIER AI NUEATHER RESISTIVE BARRIER n J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM COLUMN 6HEATHMG UEATHER RESISTIVE BAR�RIER 9 WEATHER P E616TIVE BARRIER n 6' GAF. \ Sl� PEEL A STIf'1- K I )(r'x3' 'L' PLA614NG FULLY EMBEDDED IN ROOF CEMENT i V X 3' 26 CA GALV. METAL DRIP EDGE ri GAP FOR BACKER SET IN FULL BED OF ROD A SEALANT GEALANT,V MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD BARRIER 9 WEATHER RESISTIVE WATER PROOFING Mt�S" BARRIER n LAYER (2 LAYER PEEL �" '.tiw`a'�"'Sw"'Y.� EXTERIOR COLUMN L E G E N D A STICK) COLUMN SHEATHING PEEL A STICK 6' SAP. I>6'x3"L' PLASHING DRAINAGE PLANE (WRB ®°FLooR IR INNT LAYER 01, STUCCO WRAP) I X 3126 GA. CsALv. METAL DRIP EDGE E WRB LAYER '"2 (FORTIFIBER _ , _ . _ . P.T. OR 61MULATEC SET IN PULL BED OF SEALANT. VMR BUILDINGS PAPER) )FILLER, NUOUS SPACE FROM DRIP BE FACE TO TREX VINYL CASING BEAD METAL LATH X-X-X-X CKER ROD. 74AT WATER PROOPING 4t D W LAYER (2 LAYER PEEL A STUCCO ILIENT NNEL STICK) WRAPPED FROM BALCONY DECK TO MYa BEAD CANTILEVER WOOD OR 1/16' ZIP WALL i' THICK,3 COAT CEMENT PLASTER SHEATHING 5/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINI6N THI 3 COAT CEMENT 4' POSITIVE DRAIN PLASTER CAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION R COLUMN (W/"L" FLASHING SCALE: NTS WOOD SHEATHING k 2 1/2' k 2x FRAMMG MEMBER i' THICK, 3 COAT CEMENT PLASTER FASTENED TO TO SHEATHING •11 O.G. MAX CORNER BEAD (FASTENER 4 SPACING a l' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IN ONLY) 14B CORNER BEAD Ca? BLOCK WRB LAYER 81, STUCCO W¢AP WOOD SHEATHING WRB LAYER n, FORTIF15ER '# BUILDING PAPER " WRB LAYER "I, METAL LATH I 1 STUCCO WRAP i' THICK 3 COAT CEMENT WRB LAYER j12, FORTIFIBER PLASTER ;. BUILDING PAPER 6'SELF-ADHERING ' LATH FLASHING-5METAL ` A J' THICK, 3 COAT CEMENT ' (EXPLODED EW FOR PLASTER DRIP GAP ' CLARITY) WINDOW FLANGE WRB L R'I, STUCCQ, WRAP ' WRB LAYER 02, FOWIF15ER BUILDING PAPER METAL LATH i A i' THICK, 3 COAT CEMENT PLASTER �A ; VSELF-ADHERING FLASHING ' i DRIP CAP WINDOW FLANGE _LL 15B CASING BEAD ® WINDOW ( FRAME, NO BAND A II 6 N I T E C T t il LONGWOOD, FL 32750 - PH: 407-774-60TS FAX: 407-774.4078 www.abdoWgniproup.com AA M 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134188.2828 Ik FAX: 813488.2802 SILVERADO LOT #10 BLK #13 PROJECT* 03719.000-10132 E GARAGE awnQO: WALL ASSEMBLY DETAILS "acan-a- 08/17/20 DATE: SCALE 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WRB LAYER 7, STUCCO WRAP WRB LAYER 42, FORTIF15ER BUILDING PAPER METAL LATH — —� i' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LATER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER Yi GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO — SIDING TRANSITION SIDING-7 STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIMISER BUILDING PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 918— CASING BEAD (CROSS SECTION) CASING BEAD kF !I— WINDOW WINDOW FLANGE CASING BEAD 0 WINDOW (15C ( FRAME, W/BAND) WOOD SHEATHING METAL LATH WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER i BUILDING PAPER i WRB LAYER 01, a' THICK, 3 COAT CEMENT I STUCCO WRAP PLASTER ; WRB LAYER 02, FORTIF15ER VINYL ANGLED i BUILDING PAPER CASING BEAD VINYL CASING BEAD METAL LATH i i� THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED sk�i BAND (FRAME) SCALE: I I/2' • I'-0' �� �SISTIVE tlEATFER RESISTIVEDARIElR n iWAo IMMING d,ALV'D METAL 'r FLA&As = TRN" I M GER / _ _ ` WCA6 ' IUOOD• '' i A TRM9 R AL GAP WCAULKING OR APPROVED 6EALANT t91f6�. CMING SIDING TO STUCCO �'0Q ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LES. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD 6NEATNNG i WEATHER RI816TIVI BAMRR 9 MATH" R I"NOTIVIE xREVEAL 9 Ya' LAP eloxslO 3 •-ADWERMGFLAGWNQ 1 sT STAMMER STRIP I 1 \ 'r&F V METAL // / D� ILr • x �6R11LA7E R 6' MIN. I'7EMBE OF I I-Z BEAD VM'L CAaNG �ACIOR INIM) Pvc njrXMS D�' PLA�GWINGne�ma -�oNeRG \ I I 1 0.mTHIR E I'LAeTeIT! \I\ I WEATIlR REa6TIVE � �'i' 154mam 9 6EATNER M61STIVE BARItlIM n LEGEND DRAINAGE PLANE (WRB LAYER •I, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME x—x—x—x 0 THICK, 3 COAT CEMENT PLASTER METAL LATH WIRIB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) �— WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING M��EMggEBERgqDpHHEEgg WOODLSHEATHINCs� FLASHING ZX FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY -------------------------------------------------------------- --------------------------- - Y4' GAP TIP a}' THICK, 3 COAT CEMENT CA51NG BEAD PLASTER SEALANT --i , �. TO WINDOW f r—METAL LATH WINDOW FRAME 6' 6IL►-AC4ICI00 FLAGWI G WEATH IR 11011a6TIVE BARRIER ■1 TO LAP \ V MPL ABOVE TOP 1 o z'FLA6Naw � I I -MAJIMSIR -1 TINE UE.ATHM RE616TIVE / BARiIER n , r , GALVO METAL i WINDOW FLANGE WEATHER -11616TiVE rapli' FLEXIBLE PVc DAC1ClR ROD) SIDING TO STUCCO 'WEATH"whienvl ® FRAME TO FRAME mRRIERn TRANSITION WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE \ E_,Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN / FLANGE 4 BUILDING WRAP BUILDING WRAP P A\�EZ BEAD WINDOW CASING 1"I rv. rt .L. M-o - LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigmgroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 888. FAX: 8132802 TMIM FOLD -I CUT HOIM811RAP TUDC P AT 46' ANALE AL H!A LON OF OFfIIUAa I FOLD N AT APFRDVID HOUSE~ OVER O&AT M OVER UD OTD WALL STEP 1 lxmc FLAAMIN P EELOW SILL FLl7dBL! ILASIING DO NOT GEAL DOITCM PIN STEP 7 ALIGN N-A&WO Uv INT, EDGE OF a" ISO. PCCHAM ALLY E00,E6. (CAP NAW6, STAPLES) INSTALL DUPONT PLBV~ AS T} PLASHM AT THII FOLD HOUSBISU.AP DOW 4 TAPE 0IA6ONA. OUT . ACROSS HEAD OP wwcm INSTALL 6' WOE ADHESIVE - SACICED K"WILE PLASWM MAMMAL OVER ORIP CAP .cm rPROTECTO•WRAP 101-204. - Raw) STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS APPLY 061 H2U (01 EQUL) SEALANT . PLUM APPLIED KASHM (LAMOO UNITE -SEAL RC-N on FAUAI A 6LOP11 GILL TO SIX oftL IT N THE COIRACTOR41RIS8PON&SILTY TO VERIFY THE C0P7TATIBILITY OF ALL PRODUCT6 NOLUDNS, HOUSIS~ 6CALANT6 4 SELF-ACHERINO KASHNG MATERIAL.6 USED OWN45 CONSTRlOTIOL 2. WALL ALL MATERIAL6 PER MA (PACT RNIE UUETTEN SPECIFICATIONS SEALANM MAY REACT ADVERSELY F NOT COMPATIBLE. CLEAN AND REAL JAMB TO BILL JONTB WITH DOW M!9 POLLOWINCT COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME BHOIIIN SHALL DE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTRIMON EIELOW THE WNDCN OPENING r ALINTERIOR PERIMETER DF UENDOW UaTH ALANT NOTE, L IT 16 THE CONTACTORS RESPONSIOILTY TO VERIFY TWO COMPATIBILITY Or ALL PROOI % NCLUDN6 GRAL.AM . SELF-ADWRItM FLASNINS MATERUILS U6lD DURINS CONSTRUCTION 2. FLAO MK. AT EXTERIOR UN40CM AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS* INSTALLATION NST ACTIONS AND APPROVED METWO U OF RIC RV3A.1 U IN ACCOIDACE WITH MINESTRATIC*N MAMFACTLVA" INSTALLATION AND IT.,AGHM ISTRUCTON6, Wi MML SP-ALA4% MAY REACT ADVERSELY P NDT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) 1�2 Ge,ALe, an6�.r-®. A N C N I T N C T i _ D ion PH: 407-77"078 FAX: 407-774.4078 www.6bdesigngroup.wm AA 6: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 6134IM2628 114, FAX: 813486.2802 �a�nnmiE / \ ] 14' TEXTURED FINISH • WOOD. / r / -------- ----'---------------- --------- --------- i \0 \ 1/2' TEXTURED FINISH CI'1U 7 �J---- j'---- ------_-------;;-----;- 2X6 SUB-BANb % / W/I'X4' NOTCH ® METAL LATH // ---------------------- ----------------- --- I END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP WOOD SHEATHING r OR cm 11\ I' DRIP EDGE STUCCO UIRAP(FRAME ONLY) WRB LAYER 02, FORTIP15ER F------- ------ i 1/8' TEXTURED I \ MUILDMG PAPER (FRAME ONLY) FINISH ® WOOD I \\ 2x6 SUB BAND CEMENT1/2' TEXTURED FINISH a CMU / \ \ \ DRIP EDGE \\ \ ; METAL FASCIA WRAP Ye' FROM \, ©FLAN B METAL KICK OUT STUCCO, I' FROM \ \----------- - ----- ------------ ' °. / WOOD WALL \ \\`---EXTERIOR WALL \ (FRAME OR CMU) \\ VI `\ NOTE: NOTCH FOR 2X(o \ \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ \ ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) \ \Pu1 ®ELEVATION ®PL,4N A �— I�/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH s CMU '— 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O* SCABBED TO TRUSS W/12d NAILS 6'-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 SUB BAND DETAIL ® WALL WWKICK- OUTOUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 6 Gr uFE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWangmup.com AA 0: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2628 FAX: 8134W2802 BIIIIIIIII€ BUDDIV. Ae LJ0711 SILVERADO LOT #10 BLK #13 1 2368-DESTIN 1 '11ww-WALL ASSEMBLY DETAILS: SUB -BANE pp.ncr DATM O8/ 0 9CAIE: 1/4"=1'—O" 8*=]" WA6 4" CONC. SLAB z D O 4A'J1" 17'-2" 15'-4' 16'-6' 4,1• T-10" 6'-0° 1'-4" 9'-8" 4'-6" TOP OF SLAB ----- ------- FM-16XIS 1 ------------------- . ---------- FM-16X18 ----- 1 I 1 3 I 1.1 I 111 1 I I I I i 1 ,1, I I I ;1 1 1 I 4" CONC. w SLAB rs a p ;1 I I7 I 6 ; I 1 1 tw I 11 ml tt I I 4' PVC 'I I I 111�CHASE g 3' t" 9' 2• 3' 1" . I i I 31/2' ;11 I ; i I FM-16X18 3'-8" I I I ill i 1 EXTEND i SLAB 1 1/2" I I ; 1 �1 I ar•n rb• . NI Rm I I N wl ~� �; 31/21 1; � � 2'-5• TE-2 l I IX 12 17 ILL 1 i e ii I I I I 11; 1�1 I I b 7 ii i n b II It m I I 1 b 111 li 0'-0" FIN. ELEV. � 1• FIN. CONC. SLAB i n o 1' PVC CHASE FOR ELEC. 0 11; ISLAND I I 11 I I j1 9 I I i i 1.1 13'-2" 1 ; 34'-10" I I I 11 11 11 m X I 11, �I • I I 2'-8' --- -----TE1— — — — — — — — — — — — — — — — — L— — — — 31/2'� m EXTEND iN SLAB 1 1/2" I I I I 5 I I Iw— N I 13'-4- 24'-4• I 20'-4" I . I 2 I I 1.1 a W I EXTEND I m I K a N I 16X18 SLAB 1 1/2° I L_FM -- ____l I 1 s m N 2 I� ml -31/2'EM I •c�p� 1 I icl 5'-4" I �j w� I81 I I LLI 4c�y gW I § I m I 14 4-51/2°d FM-16X18 1.1------ FM-16X18 ----- ----------J L-- TE-1 FM-16X18 b 4 4 '-4" 8'-0" 1'-8" 1.1 18'-0' 1• '-4' 6'1' 8'-4" T-10" Y-2" 28'-4' 13'-4" 48'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0', SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATED #5 BAR, BIINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30', #6 AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.630-13/ASCE 6-13, USING: Pm = 1,600 PSI, TYPE'M" OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W I AXW1.4 OVER GENERAL 31/2' 6MIL 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 FM-16x18 16, CONTINUOUS 1w - (2)#5's - (+)0'-0' FMC-16x18 16, CONTINUOUS 18, - 2 #5's #6 IN CURB VARIES F-24x24 24" 24' 12' 2) #5a 2 #5s - (+ 0'-0' TE-1 8' SEE PLAN 8' - #5s - (- 0'-0' TE-2 B• SEE PLAN 8" - # #5 IN CURB • 0'-0' FOUNDATION PLAN SCALE: 1/4" = V-0" A N C N IT E C T I Grou;lam. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 Mi: 407.7744i0T8 FAX: 407-774.4078 www.abdoWSWoup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 FAX: 8134SIM2802 PP.DIT DATO 08/17/20 SCALE: 1/4"=1'—O" SHEET s1 W. MIN. EACH WAY MONOLITHIC FOOTING g STEEL REINFORCING IN GROUTED `� STEEL REINFORCING IN GROUTED — - _ CELL SEE PLAN FOR SIZE AND < a� CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS v 0- }t SPACING REQUIREMENTS ¢ a_ W a m U W_ �— T` GARAGE DOOR RECESS �O ¢0. I ar FM ° g5 cr 0.0) Z 8' CMU WALL O 8' CMU WALL I I ° C CORNER BARS, SAME SIZE AS LARGER BAR W W B' +- IN FOUNDATION WITH 30' LEG EACH O°°III w U +- 014 d. ,JI WAY AT ALL CHANGES IN DIRECTIONS •"( cb dt TOP OF SLAB _ TOP OF SLAB I ° SO THAT THE STEEL REINF. IS CONTINUOUS . MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ° a EXT. PORCH SLAB will. ISOLATION � �' SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4• CHAMFER(1STORY) 18' - EXT. PORCH SLAB - VA I S SEE SLAB SCHEDULE TOP OF GARAGE 4- CHAMFER (1STORY) a °,� ° - a. CONTINUOUS STEEL MENT SEE ° FOOTING REINFORCEMENT SEE SCHEDULE �/?'1I�C L MASONRY UNITS SET �0. AT ELEV: --., JOINT (WHERE B 8' CHAMFER [2-STORY) *4 P4• W/ I. ISOLATION a' 6' CHAMFER (2-STORY) 0'-01 APPLICABLE) Z. SEE SCHEDULE #5 30' JOINT (WHERE APPLICABLE) •, ► EE SCHEDULE a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE 36' _ FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY k7 as N AND BAR QUANTITY NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), LINO 1`,1EXTERIOR MONO -FOOTING %EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE L SCALE:&4'=1'-0• ` @GARAGE SCALE: 3/4'=1'-0' CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4'=V-0' SCALE: 3/4'=V-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48- —�-� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C BTM. HEIGHT EI NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE W O 0_ I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 7 co NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/ W' WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. a. SECURED W/ 2- PART 0: g TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/1od MASONRY 2' CAPPED 0. EPDXY. MIN. EMBED EPDXY 5-1/2' EMBED. MIN. 018' OC GALVANIZED PIPE Q 6', UNO SIMPSON SPH4 OR SPH6 MAX. NAIL 16' O/C STAGGERED. ADDITIONAL METAL W/FLANGE 0 BASE Q FOLLOW ALL MANF. SPECIFICATIONS FOR BTM AND TOP PLATE CONNECTORS NOT o N ¢ I = M USE AND ANCHORS W/ 10d x 1 1/2' COMMON NAILS FILL ALL REQUIRED WHEN NO 0PREPARATION OF HOLE. HOLES, DO NOT USE 10d W W UPLIFT IS PRESENT. 0: x 3• C: SEE SLAB SCHEDULE ¢ SEE SLAB SCHEDULE SECURE FLANGE TO w Q Q SLAB W/(4) 1/4' X 2 114' 'vq �° 0 - +- 0'-0' +TOP - 0' -0' TAPCONS QQ TOP OF SLAB Of SLAB 4' CHAMFER (I -STORY) 6- CHAMFER (2-STORY) - EQ. EQ. EE SCHEDULE EQ, EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD _- 6 MONOLITHIC FOUNDATION 3CALE:34'=1'-0' (W� UPLIFT] 30ALE y`='`0 (NO UPLIFT) SCALE: 3�4'=1'-0' SCALE: 3/4'=l'-0• LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2X4 OR 2x8 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO Q BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/i Dd MASONRY NAIL 0/C STAGGERED. 16' m W ADDITIONALMETAL CONNECTORS NOT U REQUIRED WHEN NO Cr a. UPLIFT IS PRESENT. SEE SLAB SCHEDULE O 2! 8' CMU WALL POURED LINTEL CONT. (TYP.) 8- CMU FILLED CELL (TYP.) 2X WALL FRAMING B' VARIED B' 9' D• - TOP OF SLAB I a I 70P OF SLAB -a • Z ? SEE SLAB SCHEDULE a 1/2' DIA. SIMPSON STB2 BOLTS 5' MINIMUM EMBEDMENT INTO a g 'ISOLATED' COLUMN PAD ° • CENTERED UNDER WALL AND GROUTED CELL, 4' FROM ENDS AND IW O.C. VERTICALLY MAX �(c POURED MONOLITHICALLY WITH T� FOUNDATION AND SLAB SEE SCHEDULE 3 SEE SCHEDULE WW f1/ 9-CONT. n L 2 FOR WxD, BAR SIZE / FOR WxD, BAR SIZE s AND BAR QUANTITY ✓ AND BAR QUANTITY >r SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 1"=��-o• s 9 B°ALE: y4'=''-°' NO UPLIFTBLOCK ( ) 10 FOOTING AND COL. PADSCALE: WALL CONNECTION SCALE: 3/4•=1'-0'01-- SCALE: 3/4'=1'-0' A R C N I T L B T• 6 GroulL�. 44i N. RONALD REAGAN BLV LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abd"gngroup.com AA M: 0003326 DRAFTING Ii A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$66.2628 FAX: 819.886.2802 13'-214'-6" 10'-81 6'-2• r 9' lk lk Y in t in 7n a 'ai Y lV v N 'P io N - 12'_7• lip e op v op "a 5' El N 1� O 'v N 9 fh N Q 'a N �pp1 N N v fV O Y v � v 17'-8' 6'-8' 10'-6" 27,-4° DOWEL PLAN SCALE: 1/4' = 1'-O" I R G N I T N C T I 6 Grouse uwa n. rtunww rtu♦uwn o�vu. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.ebc!"pgroup.wm l AA Y: 0003325 J FF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8134MS-2802 TIE VERTICAL REBAR c TO HORIZONTAL Z � REBAR W/ 10' HOOK z - GROUTED BOND BEAM VARIES PER ELE� f a. .I >a a CLEAN OUT REQUIRED 4g FOR INSPECTION ca ,I n - TIETVERTICAL REBAR a TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA. Z #3 18. 0 #4 24' U #5 30' #8 1. #7 42- HORIZONTALNERTICAL REINFORCING G) SCALE: 3T4'=1'-O' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18, METHOD #4 24' HORIZONTAUVERTICAL #5 30' REINFORCING #8 ' 2 #7 4242' SCALE: 3/4'=1'A' #5 BARS FE-3 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS LLmuWOVU, PL az f *u PH: 407-774-6078 FAX 407-774.4076 www.abdeaigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813b86.2628 FAX: 813-886.2802 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 V2' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON Hi CA OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 (C). 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 0 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 V-O', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK (D (2) 2X12 SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 4IMMI&MUS I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH r� SUB 74' (42') PRECAST 2231 4'4' (40") PRECAST 1906 4'4' (84') PRECAST 150 VA' (64-) PRECAST 1217 8-101 (Po') PRECAST 1602 94' CM PRECAST ow r4' On PRECAST 743 F4' (112') PRECAST 564 10'4' (129) PRECAST 475 114- (136) PRECAST 312 1r4' (1441 PRECAST 337 13'-4' (16n PRECAST 290 I*W (16a) PRECAST 279 14'4' (17'6') PRESTRESSED N.R. IT-C (164') PRESTRESSED N.R. tr-C (20B') PRESTRESSED N.R. 1VJ' (2921 PRESTRESSED N.R. 21'-C CA'S9 PRENTRISISED NR. 27-W 0&M PRESTRIMISED H.R. Nf7000=31N0 IOmN00N00mI IOd�mNmECJ�I I��0000v, N�NONOE�7m�N0'. �N®©ONE�NF�N© NON®�Ni�N©NON© 10®�ONO�C�^ mN��00NEu"70 "arm"" O�N�ON©NE�7N0 "OEM"" I ^_.NGQ* NODmO�mNf NONONONOmN00 OO�mm00 ©�mOmE�O �NN�mNONONE�NE �Om��mO NN��O�ONO© �©NN��NN�ONN� NN�N©NN��NN��NN7 DEN©NN�NN�©© 1=m ONONONONN7�N0 D�NO�®00 NON©NO�NN7�N0 2f-V On PRESTRESSED I N.R. 1 12M I as I (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. GENERALNOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 6th EDITION, 2017 RESIDENTIAL SECTIONS R4022 & R606. 1.2 FLORIDA BUILDING CODE, Sth EDITION, 2017 BUILDING, SECTIONS 19012 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (ACI 630-13 & ACI 530.1-13) 1.6 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 26 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C478 -3000 PSI W/ MAX. 3/8" AGGREGATE, 8' TO 11- SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 316. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 32 MORTAR SHALL CONFORM TO ASTM C-270 TYPE'M' OR'S' 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN FM = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE'UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD' WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8- (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE 6TH EDITION, 2017 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE STH EDITION, 2017 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER AC(318 AND ACI 530 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINTEL LENGTH AT "'OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) k5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. SAFE LATERAL LOADS FOR 8' PRECAST PRE TRESSED U-LINTELS I Ir SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS �A SAFE LOAD I �/MA SAFE LOAD - POUNDS PER LINEAR FOOT DI C 3'4' NT) PRECAST 11025 ION 1BIa SW N29 PRECAST 4'4' (4n PRECAST 7K '783 1309 4'4' (40') PRECAST V-S' MCI PRECAST 6B2 501 1073 4'4' 04') PRECAST 9-C 041 PRECAST 411 411 746 F-C N49 PRECAST F-10' (TV) PRECAST 340 330 618 8-10' (70') PRECAST B4' (769 PRECAST 607 721 400 S8 (7a') PRECAST r4' Mn PRECAST 424 634 308 r4' (9D') PRECAST WW (112") PRECAST 329 512 230 94' (112) PRECAST 10'4' (128) PRECAST 284 401 180 104' (12n PRECAST 11'W (13n PRECAST 28D 4W IN W-C (13n PRECAST 124' (144' PRECAST 244 402 137 ir4" (144') PRECAST IT4' (160) PRECAST 217 324 110 18'•4' (160') PRECAST 14'4' (16n PRECAST 205 203 100 14'4' (16n PRECAST 14'4' (176') PRESTO N.R. 254 91 14'4' (176) PRE67RESM 194' (134") PFEFTRESSED NA 2011 a3 IV-C (184') PRESTRESSED tr-C Cam') PRESTRESSED N.R 194 04 1ri' Wn PREWTRESM 19-C Mr) PRESTRESSED NA 148 52 1S4' (M PRESTRESSED 214' Mn PRE N.R. 126 42 211-C (360') PRE87AESSEC - (2047 PRESTRESSED N.R. 110 40 224' Wlr) PRESTRESSED 24'-0' mn PRE87 NA 91 33 --; 1266') PRESTO (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • ALL VARIES TAKEN FROM SAFE LOAD TABLE' BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE •ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MNNUM 4' OF BEARING PAST EACH 8DE OF WINDOW OPENING 1 F16-lT/0MI0B 8F16-iT/OM/0B 8 16-1 /0 1 28F16-IT 48' 4 6" 8F761�OMB q.g' 1 PRE-STESSED 41 I I AH7T I I I I I I I I I I I I I I 8F16-iT/0M/1B 10, ' I I L------- J r------------------- -i I UNO. PROVIDE B81 WHERE ROOF TRUSSES BEAR, TOP Zq OF WALL 43 9'-4' UNO LL I I I I I g §b I I LL I I W I I I I I I I I I I I I I I -------------------- S �e m LL m g LL m AH7 F14-1T/0 OB ECESSE /SF36-IT/lWlB N JPRE-S /OMIiB 4" 8F16-1T/OM/1B ESSED - -- - - - - 9'4' L( Lou LIFT BEAM PLAN SCALE: 1/4' = l'-0' R E 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-174-6078 FAX:407-774-4078 www.abdeWgMgroup.eom AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2626 FAX: 813.886-2802 NOTES TO THE INSPECTOR/CONTRACTOR TYP. S'x8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. mm \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING *—Lk \,\ PLACE STEEL HEIGHT. OF REINFORCING (12) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 7p \� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. WOWS. SHOULD THE DOUBLE COURSE OF BOND BEAM IS OMITTED AND A LINTEL S PLACED. THE STEND BEAM COINCIDE WITH A LINTEL THE EL BOND BEAM P FOR EACH COURSE OF OND BEAOHO.. / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. o„ A \a• 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. / VERTICAL REBAR W/ 1 Q.rGO Bx18 DBL. BOND TOP OF PQ5' Q� 2 BEAM W/ (1) #5 BAR BOND BEAM QPF' 6 EACH COURSE •\��� G BzB BOND BEAM TOP OF • OQ�G�\� W/(1)#5 BARIBOND BEAM F = FILLED W/GROUT I .\\7.NO U =UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BOOF OPENING OF IN 2ND BOND WIDTH # #5'S, BEAM, IF FILLED LINT BEAM COURSE #5 BAR IN BO SEE NOTE 5 16-1 T/1 B Bx8 PRE -CAST CONCR NOMINAL�� LINTEL W/(1)#5BAR ( LENGTH OF BAR=WIMASONRY 7#5'S, QP HEIGHT #OF#5'S,TOP a OPENING-2' CORNER IT I5 THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM THATXFXX-1T/1MNBIND CATES ADOUBLE BOND BEAM BOTTOM BxB PRE -CAST CONCR 1 AND XFX)(-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LSCALE: ITIS THIS ENGINEER'S INTENT 3/4'=1'-0' TO PLAN FOR LOCATITOP AND XUXX-1TAM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- IT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) SINGLE BOND BEAM DRIVE P TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE, , MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') B' FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX, MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 8 2X6OR (MIN 2 X 3) TAPCON ,a 1ta. PRE -CAST �.a Iv MIN S OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SZE .300 MIN EMBEDMENT 1 1/4') 0' SLOPE FROM EACH END AND 18' 7O° N 1-114' 2g EMBEDMENT 2X8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ /7/16'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18. O.C. MAX. MIN 1-1/4' EMBEDMENT MIN.2-12d PER BIK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: S SCALE:34'=1'-0' 3 SCALE: 3/4'=1'-0' \r• `may' I PROVIDE 3' DIA, HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I I I I SINGLE 95 CORNER i BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF P�F FILLED CELL BOND. BEAM s II I II i�8z0 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN, II / STEEL REINF, OF OF ELEVATIOND. ENSURE THAT PIER GROUTS BENEATH BONBEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM 7SCALE: 3/4 =1'-O' SINGLE LINTEL, MULTIPLE OPENINGS O SCALE: 3/4'-1'-0' ItCNITtCTi 6 G soa 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesl@Woup.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888.2828 IIIII FAX: 81338&2802 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 M' 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/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL. AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8' LONG, WITH WASHER 0 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 2x8 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. FRAMING PLAN SCALE: 1/4" = V-0" 6 Group. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 81388E-2628 FAX:813486-2802 Dwi'Jc 08/17/20 BCAI.s: 1/4"=1'-0" B*W.w s3 A-(1) SIMPSON HETA18 TRUSS ANCHOR WITH (9) 10d x i e NAILS TO TRUSS B-(2) SIMPSON HETA18 TRUSS ANCHOR WITH (12) 16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1Od x 3}' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16dx 3 J' NAILS TO GIRDER tx2, 2x WOOD FASCIA - SEE ARCHITECTURAL 2x SECURED W/ (3) 18d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12, DID MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4', 8', 8' x 4'-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 LSS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S 16 1C TYPICAL TRUSS/ ss GIRDER CONNECTOR(S) 88M BACNB2BLOOK TiM70E8B 4600 3/4' WOOD PANELS s000 (2) 1/2' WOOD PANELS 80 (2) 1/2- WOOD PANELS 90 2z LUMBER i 3/4' T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 6/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE WOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 20 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 112' GYP. WL. BD. ,/�I-JOIST CONNECTION @ L.B.W. �+ SCALE:3/4'=t'-D' (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE>5/8' —HOLE DIAMETER c 2/5'13 SGL. STUD OUTER 1/3 OF SPAN ONLY BTM. — PLATE STUD NOTCHING 0 AND BORING LIMITS EDGE >5/8' HOLE DIAMETER <3/5'D DBL. STUD ENGINEERED WOOD TRU 0 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4', 6', 8' x 4'-O' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) P x 5' TITEN HD TO CMU AND (12) SDS i' x 2 }' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J' x W TITEN HD TO CMU AND (18) SDS }' z W, 2x WOOD FASCIA 3' TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) e x 57ITEN HD TO CMU AND (18) SDS }' x 3' IX2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12' O/C 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 2-TYPICAL ROOF GIRDER CONNECTOR(S) OEM B#CI03lR= 7H10K E96 4600 3/4'WOODPANELS 8000 (2) t/2' WOOD PANELS 80 (2) 12' WOOD PANELS 90 2x LUMBER LSTA1220 GAUGE W/ tOdx1/2 HOG COMMON NAILS. @ EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK HTT4 W/ 5/8' A.B. WITH MIN.7'EMBEDMENT TO SLAB & (18) 16d x 2-1/2' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS 5 SCALE: 3 4'=1'-0 A-SIMPSON HUE126 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4-SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4'° SIMPSON TITEN BOLT/J-BOLT, W MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U c 1610 LBS W/ (4) 314" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS26-3 G c 48M LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4'=1'-0-0- # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d 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/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' 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'-O' V EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE E MING LAN 7�41 SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 1/2' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD 00 f LAP A MIN OF 4`0'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLT&J-BOLTS SHOULD NOT BE ANY °o f CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4' (2) PT DIA, x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE 8®OEBPAC#18 CENIRALSPAC910 A DOUBLE 2x8 1/2, 8' 0/C 18' O/C B DOUBLE 2x8 W4- 8' O/C 24' O/C C DOUBLE 2x10 1/2' 8' O/C 16' O/C 0 DOUBLE 2x10 3/4' 8' DID 24' O/C E DOUBLE 2z10 3/4- 8' O/C 16' O/C F DOUBLE 2z12 3/4' 8' O/C 12' O/C 10 WOOD LEDGER DETAIL _ SCALE: 3(4'=1'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d ® EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING U-0' TO 30'-0' (1)'X' BRACE SEAMS) 30'-1- TO 60'-0 (3)'X' BRACE SECURE 2xa PT. PLATE (1)'X' BRACE 0 CENTER TO BLK W/ 1/2' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WODD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. PRE -ENO GABLE TRUSS SECURE GABLE TO 2x8 LU&1TO P.T. PLATE W/ 12d's 8' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 1Od's 0 EACH TRUSS BE INSTALLED 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4' -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 (FI 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. 84jE�RNATE MATERIALS SCALE: 3/4'=1'-O' 6 ro Gulp 441 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigigroup.com AA #: 0003325 DRAFTING 87: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813SM2828 FAX: 819486.2802 FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 1a'-0' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FACING O��SCALE:3/4'=1'-0' SIMPSON HB W/�-�•g-„ (8)8d COMMON NAILS 2z STUDS SIMPSON H6 W/ (8) Sd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF'BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING = L SIMPSON SPH4/SPH6 BTM. FLOOR PLATE STRAPS W/ 10d x 1 GIRDERTRSS R USS 1/2'HDG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE:34'=1'-0' DBL PT 2x6 8LK'NG BETWEEN TRUSSES W/ IOd 0 3' O.C. 1ST PLY INTO LEDGER AND 10d O 3' O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8' CMU WALL REINF PER PLAN P NATION 3 � a P LEVATIO � � iX2 FIRE -STOP y—J� MI #8 WOOD SCREWS x 2' LONG 0 3' O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4' AS SHOWN SIMPSON A23 AL EA.TRUSS 4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE: 3/4'=1'-0' #8 WOOD SCREWS x 2' LONG 0 3' O.C.; STAGGERED MI AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT 6' CMU WALL AT 16' O.C. AND 8' FROM MI REINF PER PLAN END W/ MIN 5-1/2'EMBED. FLOOR DECK PER ELEVATION 3 ffi NAILING RKTT"ERN ¢ �QjW PER ELEVATION N m� 24. M PRE-ENGINEERED WOOD 2z4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 0 12' O C 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 2z STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 1Od 0 3' O.C. 1ST PLY FLOOR DECK 2.4 CONT. W/ (4) 18d NAILS INTO LEDGER AND 10d O 3' O.C. #8 WOOD SCREWS NOTE: O TOP OF FLR TRUSS STAGGERED UPPER PLY INT02x8 x 2'LONG 0 O.C.; I 2x4 BLOCKING O EA. BRACE. TOENAIL INTO TRUSS W/ 4) 16d ( STRUCTURAL SHEATHING (TOP 4 SUPPORTS BT. BELOW STAGGEREDOFF OFF CENTERLINE OFF 2x6; NAILS END MUST NOT BREAK WITHIN PLATE 2ND FLR ) 3/4' AS SHOWN 2x4 BRACE O 48' O.C.. w/ (5 (5) 12d 1'-4' MIN. FROM 2ND. FLR. FLOOR DECK NAILS O EA. END LINE 2x8 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 112' EXP. BOLT MI 8d RING SHANK NAILS 0 4' O.C. MAX (SBT. OF FLOOR TRUSS 8' CMU WALL AT"O.C. AND 8' FROM INTO BLOCKING (BT. 2X8 IS FOR WALL SHEATHING NAILER) REINF PER PLAN END WI MIN 5.1/2' EMBED. 18d NAILS 0 8'O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC 1f1 �r4„ 121111F�' '" PER ELEVATION PER ELEVATION LL ;Z - o= U NAILING PATTERN O kW I P R ELEVATION a PER ELEVATION PER ELEVATION rL 20 P,T. CEILING 24" M PRE-ENGINEERED WOOD. PRE-ENGINEERED WOOD NAILER Wl FLOOR TRUSSES (SEE FLOORTRUSSES (SEE FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS ®,2•0.0. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 0 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM RED. EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/ TRUSS PLAN) AT TRUSSES PARALLEL (VERIFY W//TRUSS SECTION DETAIL (';'�)TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SCALE: 3/4'=1'-0' PRE-ENG FLOOR TRUSSES 6 SCALE: 3/4'=1'-O' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS W-0" O.C. (AT 0 PRE•ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS)(BLOCKING TRUSS (TYP) 0 24' O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING ELEVATIONPER O VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TRU88 TO TOP PLATE 5/8' GYPSUM BOARD OR 1/2' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2' A • SIMPSON MTS 12 STRENGTH CLG. BOARD 4x414x8 SYP N0.2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE •O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2' GYP. WL. BD. :0: AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2X4 SECURED W/ (2) 10d's 0 EACH FILL ALL HOLES, DO NOT USE 10d x 3. 1/2'x9' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. EPDXY 5-I/2' EMBED. MIN. 0 16' 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4'=1'-O' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL •a• TRUSS ,oPOST CONNECTION O SCALE: 3/4'=V-0' a_ A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • 6 B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'x3'SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' BOB TO POST SS'vRUSS CONNECTION @ L.B.W. POBTTOSLABCONNECTION `�Q SCALE: 3/4'=1'-O' A&B - SIMPSON ABU44Z POST BASE <U:1,900 0:5,660 W/ 518 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA, x e' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. 7• EMBEDMENT TO SLAB & (26) 16d x 2-1/2' NAILS TO POST. A R O N I T! O T 6 G2DOlgn 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 8134WW2802 PRE-ENG TRUSS (STRAP PER FRAMING NOTES) (2) 2XI2 NOR W/FLITCH PLATE. ATTACHED IWO) 2X KNEEWALL TO BRG. HT. META-24 • EA SIDE SECURE TO CMW/ 1/1'X9' ANCHOR BOLTS V 2' WASHERS PRE-ENG TRUSS (STRAP SET IN HX9H STRENGTH EPDXY PER FRAMING NOTES) • 24. O.C. (7 MR MTL. DRIP EDGE EMBEDMENT)-TYP. 2x SUB -BAND w DO 12'-8' BRG. HGT. (2) 2Xi2 HDR VENTED VINYL/ALUM. SOFFIT DOODLE TOP PLATE 10'-10' TOP OF ARCH DBL STUD 9 DBL STUD W/(2) SP4 n W/(2) SP4 (TOP 4 BOV (TOP 1 T.) %'-4' FKaT. B' STUCCO 9'-2' SPRING BAND TLINE OF ARCH LL h Z cp LL r 6'•4' ENTRY SECTION -ELEVATION D B SCALE- V2'. 1'-0. A N C N I T N C T 8 Grou�� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774.4078 www.abdoWSigroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 136.2628 FAX: 813886-2802 1­� q q L A HIP ROOF >� ROOF WIND DESIGN PRESSURES NEI (GROSS) AscE 7-10 ZONE 1 = 20.97 PSF (30.97) ZONE 2 = 35.67 PSF (45.67) ZONE 3 = 61.06 PSF (71.06) 'A'= tO' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPFMtACSM FOR ASPHALT SHINGLE ROOF, USE MIN 7116- O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT V O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS 0 4. O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN *OF GABLE END, ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2' 0.120' 170,000 I 0 SCREW SHANK 1 R I ORINGS ER NCH) 8d SCREW SHANK 2 1/2' 0.120, PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR 8HEA7HING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Z Ul Z 0 W Nea S Ls DO 0 Ir ro 8d RING SHANK GUN NAILS G 4" O.C. .. TOP & BOTTOM EDGES 1 J Z W . 0W Z Q U J _z' CC Z b Z OD J W 2 J U J m 0 Z Z m Z ® y Z Q UUJ TJU C7 W 3 U W cr Z w Q. �. a lk- TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS onnr: cucerwun -�_ =11111111m�� 11 .__ mill 11 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR (3118LE END FRAMING - 8d RING SHANK GUN NAILS R 6' O.C. IN FIELD ed RING SHANK GUN NAILS 0 12- O.C. IN FIELD or 8d X 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS Q 12' O.S FIELD J\ GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR (3118LE END FRAMING - 8d RING SHANK GUN NAILS R 6' O.C. IN FIELD ed RING SHANK GUN NAILS 0 12- O.C. IN FIELD or 8d X 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS Q 12' O.S FIELD J\ GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 31V. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, ft EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CFWMFERED LP. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE S-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUIBSONGROUNDWHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb =1100 PSI AND A MODULUS OF ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASIDE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 POF 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, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, SIN EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP 02. 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 A185, GRADE 66 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND -GRADE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A615 GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPUWTCA SCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 ai P 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 -no0-ooncuge0t REVIEW. IND. MIN LAPS SHALL BE AS FOLLOWS: 44 BAR - 26' BB BAR - 38' WOOD TRUSSES. 10 paf SI M CHORD -non-wncurre t #5 BAR - 30" 47 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" z Nr CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1902. 15 PEI TOP CHORD 20 PEI TOP CHORD pet ASPHALT SHINGLES) GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 6 p fBt MNo 10 pot TMCHORD 6 eBTCHORD B THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Pei WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Paf PH 3- SECOND OUST WIND: DEAD LOAD SPEED.17) RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING E (ASIDE EXPOSURE B, RISK CATEGORY Ip INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: BIT BLE(FBC ATTIC UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: WITH BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: : 40p GUARDS AND HANDRAILS: NTS: GUARD COMPONENTS: PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AGE N SLEEPING OM: 4 VEHICLE GARAGES: 50 ROOMS OTHER THAN SLEEPING ROOM: SLEEPING ROOMS: STAIRS: psf, 40pe1, 30pef, ROOODO,MS: : 30p f, PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pe1 MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL E SIGNED AN SEALED Y A FLORIDA o B D D E B MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE -LOUD-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 THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm . 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WILL . S REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OFWITHOUT OF REPRODUCIBLE SEPIAS SEPIASSTRUCTURAL 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 IT 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 OTHERWISE SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 311' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF S'TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATKff SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pet, FOOTING TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR $HALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1657, TREAT ALL CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO.148 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE, SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS. Fy .36 Xd FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE Fy . 46 W. STRUCTURAL PIPE SHALL BE ASTW63, GRADE S. TYPE E OR S, Fy - 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUIS CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S d- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI301 AND ASTM CS4OR MEASURING, MANG, TRANSPORTING, ETC CONCRETE TICKETS % KL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MAX UNTIL IT IS DEPOSITED IN IT$ FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITHTHE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAWT AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS}. S. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1-12' FOR 05 AND SMALLER 2' FOR e6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/P FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL RE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AI P ICATpN e� TTPE BPAGNG PEMAHNS APRK:ATgN 91II TYPE SPACNO PEAIAHtS I RPTFURWNGTO CAEE HARDENED COR B'OIC G GED00RBUCK IA'DW. TAPCGJ MASONRY BOh; 112' EMBED., 4• ENDDIST„ MASONRY/GOING. NAILI I2'LONO. TOMASONRYNONC. NO WASHED FASTENER I.-Wo 6T, SGD.AL. EXT OOORB CABS IMRDENEOCOX B'CA: WNOOWIDOONFASTENED GARAGE DOOR BUG( 12•gA. W/ 4'EMBE0..4'EFD DIET., ,SEENOTEB NAx 112'LONG. STUD- NATO 9DNRTA.UNC. TO MABDNgYFONC. WASHEq EKPA 10 BOLT Y4 OC B'EOGEDIST. WINDOW BACK CASE IIARDENEDCOIL B'O,O WINGOWNOOPIfASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING ix PT, SEE NDTEA NAIL 112'LONG. BTAOGEPED IMOIASONPYICONC. MASONRY/CONC. REQUIREMENTS E%T. STUNG ODOR (W W189N. TAPCON' t12'EMSED, B•EN). NOILBFJJIING WOOD 12" EJfPANBpN 4'EA18E0.4'ENp BUCKh PT,EEE NOTES Iq WAbiER FASTNER IYQC DIST.,II EDDE pL4T. -To-,- Y4 GC W/WASHER BOLT DIST., 3'EOGE DER. . WNDOW BULY( 0.138°PAP z212' B'QG I E.D. DIET., i 12' HEEL PT 108TEEL COL., BEE w/WA6MER STAGOEMD EDGE DIST, NOTIN 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2, FASTENING OF GARAGE DOOR$, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAP SHALL BE HILTI X•ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. A R C N I T! B T 6 G oul�. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.wm AAM:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: $134186.2628 FAX: 8134M2802 �llllllllll SILVERADO LOT #10 BLK ##13 PROJZCT 03719.000-10132 DETAILS DATE: DATE: 08/17/20 SCwLS: 1/4"=1'-0" a�S N 1 I Y. :Y4- leli �Vtl-tLVUH UtI:ttINU VLV tU IU ALL tAYUbtU MtMbtH5 -73116 7