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HomeMy WebLinkAbout7283 Steer Blade DrI- J J J J 23 TTIN FOR: B R HOR110N 12602 TELECOM C>FRIVE, TAMPA, FL 33637 T4ml: (813) 740-9720 Fax: (813) 740-9715 �DtNANces 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 -RaM Buffmw ()D)p)s, 7S Zpx (2020) -ALL IL MD �Ais �� -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vu11=150 MPH Y89d=11T! MPH :EXPOSURE - B :EXPOSURE RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ADJ. ALT. AMP. BD. CAB. CLG. Cut CONC. CPT. C.T D. DBL. D.G. DNA. IXM IXSP. DP. DR' Ds. Dr D.WW . EA. E" EXT. EXT. F.G./FX. F.G. FIN. ELF- FLUOR. FR DR FIG. (IA. GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. MR HGT. OR HT INSUL. ENT ABOVE AIR CONDITIONING ATABLE DJUS ALTERNATE AMPERAGE CENTER RLBNE CABINET CELINO CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL TLAZED DIAMETER DIMENSION DISPOSAL. DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH EEQUAL TION EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAARBAGE UGE DISPOSAL GROUNDFAULT CIRCUIT GLASS GLASS GYPSUM BOARD HOSE BE HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. MC. MFR. MIN. � MTL. N.T.S. O.C. PL P.B. PH. PLT. PLY" PR.RE P.T. R. SAD. RA.G. REF. RM KO. Sc. S.D. SHE. SHWR. SHWR SIM SL SL. GL. STD. sws TE.JP. THIC T.O.C. T.O.P. TR UN. U.N.O, V.P. W. Wi WD. WDW. W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MIIMUM METAL THRESHOLD METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIL PRESSURE TREAT® RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM OWHOEXT EEXT DR SSOLID CORE SMOKE DETECTOR SO HUNG SHOWER T SHOWER SIMILAR SLIDENG SLIDING GLASS STANDARD SHEAR WALL. SECTION TEMFTMD GLASS CK OP OF CURB TOP OFPLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW HEAM WROUGHTiaoN DATE GN 5 24 19 ADDED 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/E9/19 ADDED STONE CAP NOTE TO ELEVATIONS PG C�S�(- � Al-IG �R LANK PG A2D-ELEVATION 'D- FRONT h REAR [5 12 PITCH) PG A3D-ELEVATION 'D- LEFT 6 RIGHT b 12 PITCH) ( H) PG 1- LECTR CAL PLAN 1- G PLAN I- CAL PLAN _ _ T P OV G pC * -W Affim PG ASSEyB WA -W Y Yli AA8-W LY PG WA -HALL LY ADS 10/14/19 UPDATED LED LIGHTS PER WR.HORTON 12/04/1 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 01/27/00 ADDED SDD�80N CONNECTORS I.L.O. USP 07/14/90 CHANGED BOOK NAM PER D.R. HORTON 12/01/20 NOR REDLENE CHANGER FROK ENO. FOR 8020 CODE CHANGE 12/01/20 WAITING ON ENODNEER APPROVAL FOR DETAIL UPDATES 01/19/21 REPATI® ALL XRBPB FOR 80R0 FBC CODE GRANGE 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 T�1 ��/t .P A. Ci1LL.'S LIVING 2312 SQ. FT. GARAGE 530 SQ. FT. ENTRY 50 SQ. FT. COVERED LANAI 2VI SQ. FT. TOTAL 31611 SQ. FT. STRUCTURAL SHEET DESCRIPTION PG St -FOUNDATION PLAN PG SI AA-DET� LS PG S1.2-DOWEL PLAN PG SI.2A-DETAIS PG S2-LIFT BEAM PLAN PG S2.lA-DETAIIS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.1C-ENTRY DETAILS PG SNI-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL ELABILITY 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. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFT'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ON UCTION BASED ON THE DRAWING SET, MMIN A! 0 N 1 Y 16 TS Grou0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.awaftwoup.eom AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: SiS888.2802 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. X E WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 SUPPUER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %sINCH GYPSUM BOARD OR EQUIVALENT, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN h THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITUDES, 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FEES 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-C926.1Bb, ASTM-C1063.19a 6 ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L. FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63.19a AND R703.7, FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CERINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRU01011 OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.121.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) I.I.C. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeskgngmup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 188.4628 FAX: 8134M2802 D 10,04 ATZ 02/05/21 8*M=T GN NICHE - ' TEMID. GLS. DR 9'-8' 1'-4� 5'-0' 1'-10' 4'-4' W-4' 10.10 25-614 Eamas 25-SH 36'X12' Fa TEMP H6 25-944 0 - - - - - - - - - - - - - -- -- r----- -----1 QWD BEDROOM BEDROOM I 9'-4' CLCs. I ATRAyaA I I TO 101-01 I 4'- l'-10' I ( t = I sow Slab. n �I ry0 L----- -- - @ T C I6'-5' I I 1' 4 T 9' k .pp �d)GG 0 f I 9S`4- CLe n 3'-6' I 24'-1' I 1 I I I lop x 11 0 4tcLGv U 1e 3 2' 0 GREAT ROOM v l 11.E---� TRAY G.G. I 1I�i T c I I i TO10'-0 I I II` I I® v O I • sHla I I a I I t � m O I I • I A II ------ ------� I I 94 CLF I I L — 4' ----- J a 3'-0' 2'-4'------- 1I 8' 1 -7 O - I--1-� m b I CT V BED200M i DININGPAN• 6 r ROOM v 9'-4' CI G Q I 9'-4' CLC a I 58H 7 3'-2' 6'-2' 4'-0' T HpR r - - - - - 1 I L-----J v CIiT 54'X22' ATTIC ACCESS MT C"'� PRE -o PLUMB 2X10 " TUB 0 T C it 8'-0. L.T. 4'-3' 9'-4' CL& 9 FOYER 9,_4,CL& IR-ISH ------ \3g �9 0 n W s GARAGE I'-8' 1, 0• 9'-4' G.G. 3'-6. 3'-2, 4'-0' R. 5'-5' 12X2' S.L. 6' 28'-4' BEDROOM ro T-4' CLG ENTRY R'•8' q.G. 16'-0' X 1'-0 O.H. 8'-O' X l'-0' ON. EGRESS EGRESS Y-2' k 3'_ 0' W 4 1'-4' 28'-4' 48'-9Y FLOOR PLAN ALE, 1/4' . 1'-0' FLOOR PLAN NOTES - ALL DIMENSIONS ARE FROM FACE OF 1 X' BLOCK WALL OR EDGE OF FLOOR SLAG) TO PACE OF WALL STUD UNO. - ALL INTERIOR WALLS ARE 3 Fi' UNO. - DRYER VENTED THROUGH ROOF (VTR), NOT SCPEENED. - AIR COMPRESSOR SET ON 44 A44' POURED CON- PAD. PAD BEGINS W FRCI'1 EDGE OF STRUCTURE. - SEC SMET ON FOR GENERAL AND STANDARD BURLOMG NOTES. . ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT MTERRJPTER - ALL FULL HEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENMGB ARE SHEAR WALLS. SQ.FT. CALC"TS LIVING 2312 8Q. FT. GARAGE 536 8Q. FT. ENTRY Be SQ. FT. COVERED LANAI 201 $0. FT. TOTAL 3161 ea 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 BIG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE E10111PPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT V-4' BIG. p LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. r 814IM AND SECURE COUNTER TOP RADIUS GOITERS, SEE vARIES MATERIAL TO PLAN CABINETS. BRACKET INSTALLER SHALL BLOCKING _] INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIES KBA9EEN `v Q 4 BRACKETS AS WALL (NECESSARY. CABINET VX6'X35-1/4' LOW WALL i 2'X6' STUDS • I6' O.C. W/ 1/2' DRYWALL BAR DETAIL ASCALE= NTS COII'OIENf IID CLAODIDIND LIDACa eAec nw oaaaaE hoN a sNoao auera 01911118 BMW ZONE OWHODMU N9WR8 wDm FDOW MIN. WINDOW 3 5 243/-32.5 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR. MIN. CRITERIA SaD. MIN. 12 5 213/-263 CRITERIA 16010 O.W.D. 112 5 2VIV-24.% 80.10 O.N.D. 56 5 21b/-21.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=Il, EXP.=B, MEAN ROOF HT. = 14'-6" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMOMDA1900f.m FEE A N C N I T N B T B 6 Grouso=a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4 778 www.abdealgngroup.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628586. FAX: 8132802 --------------------- WINDOW \ I RAISED STUCCO BAD WINDOW � RAISED I I STUCCO � 5. BAND I 5• I I I I I ' DETAIL DETAIL I\ A�LE:I'. �B�SGALE:I'.I'_®• � --------------------- --------------------------- "BED \ STUCCO I BAND I SIDE ENTRY SIDE LITE DOOR LITE I 5• 5• I I I I I �DETAIL \ v SCALE: I'. P-m• \-------- -------------------/ RAISED UTUCG0 �I• \) BAND 5 I � I GARAGE i DOOR I ' E) ETAIL ' (\ ALE: i'• I'-0' I 19'-S. HGT. IT. FIGT. SHINGLE ROOF FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER PBCR R103A STONE VENEER TO BE INSTALLED PER MANLFACTURER'S SPECIFICATIONS REAR ELEVATION I1-0. AREA OF ATTIC 3164 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA 3164 /300 • 10.55 VENTILATION AREA X SQ. INCHES PER FT.(144) = 1516.72 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5X 1518.72 - 759.36 SQ. IN. OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT 759.36 /115 TOTAL If OF VEN TS REQUIRED 6.60313 TOTAL R O F V ENTS P ROV ID ED 7 SQ. IN PER SOFFIT VENTILATION AREA 11,736 LINEAL FOOT = 759.36 /11.736 OTALLINEALFT OF SOFFIT VENTING REQUIRED = 64.7035 LIN EA FT OF 'AREA OF ATTIC IS THE PERIM ITER OF THE HOUSE, LESS THE OVERHANG .(EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) _._. -------------'�\ FOAM CAP I I I •3' I I I I I I STONE I VENEER I I I t0 1 I I I I i s I 1 � I I I I I I I I I I I I I I I I I I I 0-0• FIN. FLFL I I I I I I ' DETAIL ,\ F WALE, 1'. I'-0• LIA LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdoWgngroup.com AA R: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5436 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81341186-2628 FAX: 8138862802 DATE 02/05/21 ax>c= A2D SHINGLE ROOF OFF RIDGE 7 OFF RIDGE T OFF RIDGE T _ 12� FKaT. _ 9' _CSI9Ca 7 NGT. TEXTURED 9 FINISH 9 2'-0 i0 cD - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - -� LEFT ELEVATION SHINGLE 1 S� ROOF \/ OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 9'-4' ESRG. FOAM 2_0• GAP TEXTURED STONE TEXTURED 9 FINISH VENEER FINISH ep 9 iU 0'-0' FIN L RIGHT ELEVATION 0'-0' FIN. G N I T I C T i G�ouo i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32700 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgneroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81S886-2628 FAX: 813886.2802 I )A4 02/05/21 SCALI • 1/4"=1'—O" ax>s = A3D r ELECTRICAL LEGEND DESCRIPTION ARD BUTCH Y SWITCH ,Y SWITCH ER SWITCH BUTTON Fril ONNECT 10STAT J E RECEPTACLE (aDv)20-AMP E POLE) DUPLEX RECEPTACLEDUPLEX RECEPTACLE (EQUIPPED GROUND FAULT UPfER?AMPER RESISTANT TYPE) DUPLEX OUTLET (HALF OF OUTLET TO SWTCH) RIM WATERPROOPKFIPTACLE (GROUND FAULT R) IOY OLLADPLEX RECEPTACLE ® 10V Mr SEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 UARE :ONNECTOW EDICATED RECEPTACLE bLNTED LIGHT G MOUNTED LIGHT Do NT LIGHT LKsHT CONCE PRE -WIRE AN WITH LIGHT (I CRN PER SQ. FT.) H*A y LK+HITFIXTURE LIGHT FIXTURE B LOWT FIXTURE ACK LIGHTINGLIGHT UNTH PULL CHAIN CABIET LIGPIT UORESCENT LIGHT (RECESSED) m Sc4' FLUORESCENT LKbWT (SURFACE 7 'x4' FLUORESCENT LIGHT (RECESSED) • O C.ESS LKaPIT • CESa LKNT (VAPOR PROOF) ILIXa MOUNTED LIGHT UWTH J-BOX OPT. fAN LECTRICAL PANEL (FIELD VERIFY OCATION) -DOX CWALL MOUNTED) -Box (CEILING MOUNTED) IL84G MOUNTED FAN 0 AN (I CFM PER SG FTJ JACK b DETECTOR (WALL MOUNTED) O DETECTOR (CEILING MOUNTED) ® MONOXIDE DETEUrM- I ) mEs TV JACK -E PORT L ION TY t PHONE OUTLETS t PANS TO BE VERIFIED 0 HOMEOIINER PRE -CONSTRUCTION MEETNG. • ALL B t 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCdR Tth EDITION (2020) t NEC 2012 2011 EDIT( I,L • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (PLOT ON KITCHEN CIRCUIT) • DIOWMASI-ER DISCONdECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY OF SO CFM INTERMITTENT PER ELECTRICAL. PROVISIONS OF SECTION MBOTJT ®CR Tth EDITION (20201 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD. SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Tth ED f2d=), • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS, OF THE F NCR TTH ED (2020). . N L La)`PUCA 141.IN I o� �1 mP_rs_n RY fY 111 1'YCO AND 15% OF LKWTSJG MUST BE [N[R9Y EFFICIENT TYPE PER EEG. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Tth EC, FOR X0D/ MRO ASV. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE PLAN: 2368 MODEL 2368 1 SQ, FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 7101 2 20AMP APPLIANCECIRCUITAT1500VAEA. 3, 1 LAUNDRY CIRCUIT AT 1 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12,00( 1 WATER HEATER 4 1 DISHWASHER 111001 1 CLOTHES DRYER 1 DISPOSAL 1 MICROWAVE 1 REF. SUBTOTAL OF GENERAL LOAD FIRST 10 KVA OF GENERAL LOAD AT 100% REMAINDER OF GENERAL LOADAT40% 27504 VA,X 0.4 TOTAL NET IFUTUREGROWTH 21002 4 TON HEAT PUMP #128 AMP X 2672 10 KW ELECTRIC HEAT AT 65% 6 OAD 21002 T 1322 34,22 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, LAUNDRY LOADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,ODO @ 70% 8,400 VA DRYER: 5,000 @ 70% 3,500 VA I `------ I TOTAL 18,849 VA I I NEUTRALAMPACIT': 18,489/240=78A #2ALMIN IMUMNEUTRALCONDUCTOR. j 0 I r I iv I 1 I I I I I I I I 4 I ® I I I LED LIGHTING C�? DOUBLE LAV. BATH I LED LIGHTING C� SINGLE LAV. BATH 2 LED LIGHTING @ SINGLE LAV. BATH 3 E 3 2/0 CU. I % O) dND 2" CONDUIT OR (C9NMT TO TFIPIMATQ ABOVE SOWIT OV PO4^Y 200 AMP ELECTRICAL RISER Ct NOT TO SCALE. W GBARtAL NOM& COMbPNTION 200 AMP 8Ej LL > A ELECTRICAL MATERIALS AND SMTALLATIONS SERVICE lCT GO/! T SHALL COMPLY WITH ELECTRICAL PROVISIONSOF M SWTCN AND MLO THE TTH [DITIOi MOM) LOCAL CODES. AND ELECTRIC PNlL ALL LOCAL MOVER COMPANY REGURIM IRS. METER IN NEMA D. ALL CONDUCTORS SHALL BE TYPE THStUTIA1N ZOOAR BCLOSLNUE Ut8E88 NOTED OTWI!MS! mcm POSER COMPANY TRANNFOI•'ER TSLEPI(g1E CABLE 7oLr'W':N MI ! SOMACII gaiw'O(T MRRANOR lr,N "41W INTERSYSTEM BONOM6 TERMMAL AT dMLAOE LOW VOLTAGE CONiCTIONb --"( ) - — — — — «- --- PRE -WIRE — ---- PRE -WIRE PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHT ELECTRICAL PLAN SCALE. 1/4'•I'-0' PROVIDE 200 AMP, 120440 VOLT, I PHASE — 1 % UN CU SERVICE GROUND SECONDARY ELEL SE CTRICARVICE. PROVIDE 3 CONNOTED TO CONgRTE Oro COPPER (0) IN T' CIA SCHEDULE SO PVC 04CASW FOOiER STEB- PER CONDUIT OR PROVIDE S %W AJIMNJm (AL) M 2" DLA SGiDULE SO PVC CONDUIT UNLESS ELECTRICAL PROVISION OF SERVICE IS PRlOV1OED BY THE ELECTR Z &W' DIA X S FT LONG CODER COMPANY. COOROMATE WTH THE ELECTRIC IC GLAD GROUND ROD C"OPAW PRIOR TO BID. r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 813$88-2802 I�dl _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ry ------------- I N I �, I I I m I I I 9 I I I I I I ;p g I 1 I I I I I I i I I I . -- I .. L ---- - - - - - - - - - - - - - - - - 2'1/TR i i 1 1/2' I p 2'VTR in 2' r/ I % 9 LAV I TU6, 2' ( BFAUR 10,-9. , WC 3. -------- �r\g AVILAV 3' 2'VTR r. II � I �B. f V ILA 2 111 KITCHEN u� I 2' BUVK W/ rt 3 I I ICI%=iI 3' i AUTO VENT 3' 2' �' • 3' I 3. I I L.T. :o I I i i I I LI III i 3. — — — — — — — — — — — — — CO 4' WASHER I '---------------------� ii li u 01PT.� u i 4' 1 NOTE, ALL PVC PLUMBED TRAPS v TO ARE TO BE 'P' TYPE. M 'S' TYPE ARE PROHIBITED. PLUMBING RISER a SCALE. NT8 7 W ii -f i D.I ii 9 1 e Wo ® �-----� I I II L-----J WH PRE- o PLUMB V L.T. 4' 3' TUB II'-10' i0 0 --- HD i0 in PLUMBING PLAN SCALE. 1/4' . I'-0' A N C N I T C 8 Group 441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 MS-2628 FAX:81388&2802 Fa MECHANICAL PLAN SCALE, 1/4' • 1'-®' HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAD 4 MASTIC. AND INSTALLED AS PER RIC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 PT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SMALL BE CONSTRUCTED IN ACCORDANCE TO POO 1T14 EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S, ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR& TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II, DRYER BOOSTER TO BE A PANTECH PEP 5006TER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC NOSE ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIMID AIR SUPPLY_ --II I I I I REFRIGERANT LINES AIR EVAP. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TMR K l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TOPCONDENSER UV UNIT SIMPSON WB ROLL STRAP OR EQUAL TO UNIT U.V RETURNlfi CONDENSING UNIT 0VE8 TO 4' CCNCRETE SLAB �(II 1//4' SHTR.AMTL. SCREWS (2) TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS 1' EXTERIOR WALL 314' PVC CONDENSATE DRAIN LINE j PVC SLEEVE TO LINES BELOW SLAB CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRICTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG SEE SPEC, I'-B'X8' CONC, FIN. GRADE -� �--FITTING OR EXTENSION TO OR PAVING &OIL OR WASTE AS REQUIRED FITTING OR EXTENSION TO SOIL WADE 6240-K JOSAM BOOM OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC INV. SEE ITE PLAN INV. SEE AA vFL00R SLAB CLEAN -OUT (T� NEXT. GROUND CLEAN -OUT (TYPN ) �IlaN I T 1 6 Grow;Ln. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdosigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813886-2628 64 FAX: 81S4886-2802 DRINT w 02/05/21 EH3mm M1 2X4 TOP PLATE P'RE-FAS TRUSS GLG. MIOARD 1/2' DRYWALL _t Ttr SECURE BT. —� 2X4 WOOD PLATE TO SLAD \ STUDS ei4• UY N'!d MASONRY NAIL • 32' O.G. MAX SLAM NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. PLR T � ' �i _TYP. INT. WALL(NON-BRG.)INT. WALL(""NION-BRG.) SCALE. 3/4'.I'-O' FISEW.LASS SHINGLES WITH UNDEF LAYMENT AS PER POOR 905JJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK. 2 COAT PORTLANDJ-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR I'-m' TYP. OH. 5/8' GYPSUM Be OR 1/2' WnH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (l)- e5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS s PIPE THROUGH BOND BEAM SCALE= 3/4'-I'-0' ENEIXaY CODE FORMS ATION R-VALUES FENCE STRUCTURAL ELEVATION `—WIND INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.C. 8' cm 1/2, GYP. WL. BD. WOOD BASE FIBERGLASS OHNGLES WITH UNDERLAYMENT AS PER FBCR 905.11. ROOF SHEATHING THICKNESS AS PER SHEET ONI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IR' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a _ q 0'-0' FIN. FLR a � a ,a 4 n W/ WINDOW OPENING ,^ TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR S05.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN ('T-�1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT SCALE. 8/4'-1'-& SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 WAPMOASLM ;ao. DOOR SY 0TNbRAWIlM 2B GAS LINE THRU BLACK e.•• •. w.r. I(T�GARAGE DOOR JAMBS SCALE: 1 1/2' a 1' -O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 905J.1. ROOF SFEATHUVG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE- 2x FASCIA PER - ELEVATIONS VENTED SOFFIT - WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET ONI- PRE-ENG.GABLE TRUSS - WEEP SCREED- 2x P.T. SECURED PER - STRUCTURAL DETAILS 1/2' THICK 2 COATJ/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR 1 —2X4 OFF 24' O.C. MAX .—� SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBAGC AT ALL L PER STRUCTURAL DI iev PRE-ENG LLD. TRUSS C x RAT RUN SECURED PERJ/ STRUCTFIIUCTURAL DETAILS J/ SEE ENl!R3Y CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRM STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.IJ. ROOF SHEATHING THICKNESS AS PER SHEET ON. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHUJG THICKNESS AS PER 8NEET SNI. SECURE PER FASTENER 8CHEDULE ON 814EET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMUU k 0-0' FIN. PLR. a. Ir CMU .a 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING �1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL SCALE. 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-714-6078 FAX 407-7744078 www.abdeNgngroup.com AA N: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888.2628 FAX: 813586-2802 BU13DIV k LOT: SILVERADO LOT #15 BLK #14 PROJECT* 03719.000-15141 MODE1. GARAGE EWMG: RIGHT PAGE: DETAILS a 8*M=T D1 TOE. 2X6 P.T. • CENTER OF DOOR HEADER SECURED BV (U VY X 8' J-BIOLT UV W MN EFmE01'7Bi1' UV 2' X 2' X VV BASHER 4 NUT OR W/ (2) V2' X 8' ANCHOR BOLTS W 2' X 2' X 1/V WASHER 4 NUT O SEGUE 2X4 ON PLAT TO MILK ® HIV MASONRY NAILS. 2X6 de41RAGE DOORRK SECURED 9 UI/ (S) V2' X V J•MOLT OR ANCHOR DOLTS, UV 4' MN EMBEDMENT, BV 2' X 2' X tW WASHER 4 NUT. (I/ UT14N S' OF TOP, (V WITHIN V OFTHE MITE (S) EVENLY SPACED. 00. m IN 9 NOTES, ALL ANCHORS SMALL BE IN ACCORDANCE TO M~ACTUREI" INSTALLATION 6W1RUCTOI6 WERE AIY 4NAT4aHGTIa m d M[]/E AT44NAENT GARAGE DOOR 1 BUCK ATTACHMENT Re+u, —w 6' aw I*' DRYWALL bt4 P.T. OR 5/4'X4' MN SECURE THRU RRAM B 4 ❑ VXV EMEND 1.1/4' INTO P.T. NAILER BLOCK WV S/16' TAM,'" DOOR CASING MN am" SIZE .14E N MHEAD am 300 MN EMBEDMENT 1.1/4' WITHIN V M EACH END DOCK JAM OR WINDOW 4 IS' OC- MAX SPACING ATTACH TO 2X PER MANU'ACIUREB DETAILS. NOTE, SHIN AS NEEDED TO PLUMD JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLOCK +3/4" OR +5/4" `�DOW TO BLOCK +3/4" OR +5/4" 2X4, 00 SECURE TO BLOCK WV SIN,' TAPCONS MN SWANK SIZE Job MN HEAD SIZE 300 MN EEMDMRNT 1 V49 WITHIN V OF EACH END 4 W Or— MAX SPACING. 2X6, m SECURE TO BACK WK2)WI6'TANCONS. (MN SHANK SIZE J4S MN HEAD SIZE 300 MN EMBEDMENT I V49 6, cm WITHIN V OF EACH END 4 W OG. MAX SPACING. VJ' DRYWALL 2XS, 1XIMI PX4' SECURE TO BACK P.T. NAILER W02) NHS' TAPCONS MIL SWANK SIZE J46 DOOR CASING MN I4EAD SIZE JAM MN EMBEDMENT I V4') MTHIN V OF EACH END OL. MAX 4 A' SPA DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814111 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +1 1/2" • TO BLACK +1 1/2" 2X4, ME SECURE TO BLOCK UV 3/16'704001,16(M81 SHANK SIZE 14D MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN V OP EACH END 4 18' O.C. MAX SPACING. 2X6, m SECURE TO BLOCK 1102) SIN,' TAPCONS MN GNAW SIZE WS MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN V OF EACH END V CM 4 W O.C. MAX SPACING. In' DRYWALL 2X8 ® ❑ ERCURE TO BLOCK 1'X4' WAf2) S/16' TAPCONS P.T. NAILER MN $HANK SIZE JO T/16' OA IL X 4' MN MN HEAD SIZE JIM MN EMBEDMENT 1 1/49 DOOR CASING WITHIN S' OF EACH END 4 IS' = MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SI M AS NEEDED TO PLUS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/15" �11FD4DOW TO BLACK +1 15/18" 2X4, MM SECURE TO BLOCK UV 3/16' TAPCONS MN SHAW SIZE J4S MN HEAD as 3" MN EMBEDMENT 1 V47 WITHIN V OF RACK ENO 4 W OG. MAX SPACING. NOTE, 6TRUCTURAL 2X MUST BE 2X6, ® ON OUTSDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) S/16' TAPO" 3AV TAPCON MN 1-1/4' (MN SHANK SIZE J46 EMBEDMENT INTO BLOCK MN HEAD SIZE JIM MN EMBEDMENT 1 1/4') WITHIN V OF EACH END V cm 4 W OC- MAX SPACING. V2, DRYWALL 2X8, ® a SEGUE TO BLOCK I'X4' UK2) SAL.' TAPCONN P.T. NAILER MN GNAW SIZE Job DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 W OG MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814111 AS NEEDED TO PLUM JAPE (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" flIND011 TO HLOCK +2 1/4" 2X4, m 2X4, m SECURE TO BLOCK MOUE TO BOCK W/ UV3/16' TAIY.ON6 MN 1/4' TAMCONS MN SHANK SIZE J45 MN. SWANK SIZE J45 MIN. HEAD SIZE JIM HEAD SIZE 300 MN EM@DMENT 1 1/4') MIN. EMBEDMENT 1 V49 WITHIN V OF EACH WITHIN V OF EACH END 4 18' Or— MAX END 4 IS' OG. MAX SPACING. SPACN& 2X6, BE 2X6, m SECURE TO BLOCK SEGUE TO BLOCK WW2) S/16' TAPC0PO U10(2) V4' TAPCON6 MN alK SWANK SIZE )48 SWANK SIZE Job MN MN HEAD sin 3" HEAD SIZE JIM MN MN EMBEDMENT 11,141) E"MlOMENT 1 V41) WITHIN V OF RAC44 END V CM OT14IN V OF EACH END IS, Or —MAX SPACING. 4 W Or —MAX SPACING. V CM 2X6, mEl N' DRYWALL 2X8, V2• DRYWALL SECURE TO BLOCK I'X4• SECURE TO MILOQG I'X4' IUK2) S/li' TAPCOM9 P.T. BAILOR W92)1/4' T7SIZE P.T. NAILER MN SHANK SIZE J46 DOOR CALM (MN SWANKMN HEAD a2Z 300 MN HEAD TA6'OAJS.X4'MNMN EMBEDMENT 1 V4') MN EMBE•)WITHIN VOF EACH END WITHIN VOD DOOR CASING4 E' O.C. MAX 4 18.O.C. M SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTUES DETAILS. MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO Ft" JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" ` m L TO BLOCK +s" 2X4, m "CUB TO BLOCK UV 3/16' TAPCONS MN SHAW SIZE JA MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN V OF MACH END 4 IS' O.C. MAX SPACING. NOTE, 6TNUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK TMROIOH NON-671INCTURAL WW2) 3/16' TAPCONS SAS' TAPCCN MN 1-1/4' (MN SHANK SIZE UD E'MDEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 114') WITHIN V OF EACH END S, C'W 4 M' OG. MAX SPACING. V2' DRYWALL 2XS, 1�1111110 SECURE TO BACK UV(2) V16' TAPCONN6 MN SHAW SIZE 10 MN HEAD SIZE JIM MN EMBEDMENT 1 1149 WITHIN 6' OF EACH ED 4 18' Or- MAX SPACING. NOTE, SHIN AS NEEDED TO PLUM JAMB (DO NOT EXCEED 1/49 VX4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER U0(2X2d WITHIN V OF MACH END 4 6• TO V = MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. DOOR JAMB TO BLOCK +3" ^IINDOII T(H BLOCK +3" NOTE, 8141M AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/15" `��OW TO BLOCK +3 7/16" 2X4, 0M SECURE TO BLOCK W/ 114' TAPOO NS MN SWANK SIZE Job MN HEAD SIZE 300 MN B NWJX'M HT 1114') WITHIN V OP EACH END 4 W O.G. MAX SPACING. NOTE, GTNUCTU RAL 2X MUST BE 2X6, ita ON OUTSIDE 4 SECURED SECJUE To BLOM THROUGH NON-STRUCTURAL. WV(2) I/4' TAPOONS (MN W*' TAPCCN MN 1-1/4' SHANK SIZE Job MN EMBEDMENT INTO DLOCC. HEAD SIZE 300 MN B'IDCDMENT 1 114') 8' OF EACH END S, cm 4 IS'Or— MAX SPACING. V2• DRYWALL 2X8, ® PX4' SEGUE TO BLOCK P.T. NAILER UV(2) V4' TAPCONS P P.T. X 4' MN MN SHANK SIZE J46 MN READ SIZE 30 S MN EMBEDMENT I V4•) DOOR CASING WITHIN 8' OP EACH END 4 m' OG MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PMR MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" a 1fD7D011 TO BLOCK +3 3/4" A I O N I T I C T GWuPE 1441 N. RONALD RFAOAN BLVD. LOIN (WOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup"m AA 8: 000332b IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2626 FAX: 813-886-2802 PREFORMED CONTROL JOINT'S PLMMI OF CONTROL JOW6 Td Be MINED TIED TO LAIN a S' Or— MAX (VERT-! NQM DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXIST& BEYOND EXCEPT &TAKES UV LEG MAY DE CONTROL{ DO TEMP. INT DURING, INSTALLATION —, PAeTENFRS TO BE SPACED-7 • 1. O.C: MAX VERTICALLY i' THICK 3 COAT CEMENT PLASTER MYD LAYER Q. FORTIMDER BUILDING PAPER APPROVED METAL LATH FAOTENED *1' (VERTJ OG. MAX AT SUPPORTS M® LAYER M. STUCCO ~ WOOD ONEAT14M ', (////////i//////!i/////i//, 0 VwN M I M LATH SHALL BE CONTMJOI,IS TWAOUWI JOINTS BUT eE STOPPCD TIED AT B. SIDE. PROVIDE 2X4 BLOCKING PER ASTM GI063 PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT MIEN \ CONTROL JOINT FALLS ON I. FASTENERS FOR LAT14 TO BE NAILS OR- eTRICTURAL eTlb STAPLES IN CAMIPLIMJCE UV ASTM CI063 2. MINE T1Ee TO BE (NO. IN 0041&' WWAS / 3. BLOCKING SHOW MAY BE IN A10DITION/ \ TO (WILL STUD! REQUIRED PER PLAN I O"M" TYPE CONTROL JOINT OL POLO awlo a Pr. A OL w POLO A1c . PP A i 0111114,114 aPT.� 1L ONIAY . R. C OLroLO.RaIv.Pc. 2. OWAY . R.0 roLo w • ® L ('OLD P4IIAIND . Pr. A L e1lAY . PT.6 i f#A4a . Pr. C wIG Pr. c Ov"INK. 6 TLL PT. C TOIPT4M BOTTQ/ PLANU r Y' O 007'CMI KAN21 WATER TMIR IIILAL POW, 012 U01 arr. NQIGL APPROVED dNLDNG UNaAP SMALL BE LAPPED A MNNA" OF 6' • VIERTICAL LAPS (ROLL EPOS) 4 V • HORIZONTAL LAPS. ALL SEMIS NEED TO BE TAPED MTH FORTBER GWRA71IM TAPE / 1• MN LM a 1lTAL LATH \ �' TNIt7C 3 COAT CO'EM I'LMTIM RRM7A W. I COAT tl1E(T Mam raw UND LATER V. FOR(FBER BUILDING PAPER agwm OILY) MNe LAYS! 1 STUCCO aRAPow,* T cI4.Y) LAP LATRM M MU LS" GRIP OVER IrAa.w PLAWa, ATOP IarlllWOla � [Q aaa WALL PLANUPro. y IrIO %Fr PLA64 M (IRS ORAL) UQI L WALL IRLXOYT RAMRM AT SORRi OF (TOW r \ W W. MMECTIONN LATH VERTICAL LAP TO BE I' METAL LATH MIND LAYER 9, 6TUCCO INIAP \BUI"�L,p�NNG r FOrtFIeER� / I rp�'FAPER LAP Q KICKOUT DETAIL mom SIDE LAPS OF METAL PLASTER OASES SMALL Be SECURED TO THEY OMALL 06 TIED OWMEN SUPPORTS MTN 010416-IL (12I-MF) MINE AT INTERVALS NOT MORE THAN e' (220- MA AS PER ASTM CI063. -.INSTALL FA&TENOM (CLIP6; STRAPS. STAPLES) A& RECURRED TO SECUI! PIPE/ WINE t0 PRAMN6 MIND LAYER 9, STUCCO NRAP UM LATE! -J. FORTIIE/R BULD/tl PAPER FETAL LATH 6716' SELF-ADFlRING MEMBRANE FLASHING OVER APPROKD HOUSE WRAP. TO ■XTaID ONTO FLASHING Prt 4'x4' SELF-ADN[RN6 M$I'IBRMB FLASHING OVER APPROVED HOUSE UINAP. ILAdIING TO axtnUO ONrO Ialrt i' THICK 3 COAT CEMENT W CCW BEAD OF SEALANT PLASTER INSTALL APPROVED HOUSEIRAIP AIR METAL LATH (FILTRATION DAPMM OVER SHEATHING MIEN LAYER Q. FORTIFIBER BUILDING PAPER ELASTOMERC COATNS OVER STUCCO) UM LAYER -L CV. FINISH (SSE TYP WALL SECTION) STUCCO ~ IIOOD SMEATMNG SECTION PER SECTION OIYrkTIWIYIa I S Exh.Hor.U. pl ofth ft. oamPM pkakr Wrn mmply w1I ST a C 926bn raquiramerM of ASTM C 7<'8-1bb. hlakllation o(.Xbrior k ng and (nmin" ` aha" eompry vAth ASTM C 1083.18a, or ASTM 1787. WOOD enlc &HEATMING PAPER STUCCO FOR REPAIR OF TEAM HORIZONTAL LATH MAY"" eE rAT01.11D � & PAPER DETAIL UMOUSE ~ TAPE PER MANUF. &PEQ. on PEIL A STICK 4'P4' SELF-ADUlRNG MEMBRANE FLASHING (COTATIBLI W HOUSE IIRAP MATERIAL) OVER i' OR LESS PPE PENETRATION CUT AND OVERLAP ONE SIDE OPT SELF -ADHERING MEMBRANEN !LASHING STEP h WOOD SHEATHING OR CMU -WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WREN 4 TAPE OVER 2!]!]FnIIeI 1 fY_RFFI'] 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. 4- h�� LEGEND DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WR5 LATER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO 6'.►' SELF-ADWERING MEMISMANE FLASHING (COMPATIBLE U) MOUSE WNAP MATERAL) OVER 4'P4' SELF -ADHERING MEMBRANE FLABNNNG OVER APPROVED HOUSE MIAP. FLASFII•UG TO EXTEND ONTO PIPE CUT AND OVERLAP " SIDE OF SELF -ADHERING MEMBRANE M-AIMING X—X—X—X WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R7031.1 / ASTM C-641-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LLC. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdaWgngroup.com AA &: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 813-886-2802 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, GIDEM AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. Ggt�IleeV�e FLASHING TO IGe, X. L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE GET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED GO AS TO DEFLECT I WATER AWAY FROM JOINTS. ' .;�• E-Z BEAD ALL AROUND I VENT -APPLY SEALANT ALL i JOINT8 AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO OALNL L SIDES, Y,i CAULKING 6 JOINT I IND PER SECTION 003.7— ExEsrlor WNn3 and DlasEarklO BAOMR ROD I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing 1 shall Comply with ASTM C 1063-1 ga, r .X ': or ASTM 1787, LLIRB LAYER 01,N �'.: X' STUCCO WRAP -.-.. HOMED VENT THICK, 8 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) > SHEATHING LAYER 9, A WRAP LAYER R, FORTIFIBER WOOD — CON9TUCTIGN A.. METAL LATH VINYL CAGING BEAD 6' PAGED BAND wI=EP GrnsEED 6' WIDE STRIP GOLF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLAGHINIM STOLE VBEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14d, MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES (@ DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' &ELF ADHESIVE— PLAS14MG (INSTALL PER MANLP. SPECS.) BUILDING PAPEI UNDER 'QUICK FLA& A VENT PENETRATION SCALE, N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT YG' TO Ye' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED ��—UJALL 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 A' — "" ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING N APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO UIR/ 1• HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH I�OD . Y�TAN" i aL'>ODD CONSTRUCTION FASTEN TO WOOD STRUCTURAL MEMBER • T' O.G. MAX e' cl•lu $• TO1%' MID W -ALL w}0EeP er�ED V WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH A MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #3 &' WRB LAYER 01, STUCCO WRAP WRB LAYER 7, STUCCO WRAP 9 APPLY 60 MN__ ® MEBRANE FLAE FLA MEMMBRAN GRADE 'D' FELT SHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP U.RB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o nELECTRICAL RECEPTACLE 11 A L C M I T 1 C T S GWD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdoOgnoroup.com AA is 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819A88-2828 Ikk FAX: 813868.2802 so CONSTRUCTICN % HAT CHANNEL ' TYPE X. DRYUL4L.L WOOD SHEATHING WINES LAYER 9, STUCCO WRAP THICK 3 COAT C PLASTER WINES LAYER 9, STUCCO WRAP AMICO AM66-WFWC-180 CUSTOM CASING BEAD NO GAP IN FIELD J (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) QCASING BEAD DTL. ® CANT. SCALE, I I!1••I'-®' 0W. WOW PRN'EC WALL WRB LAYER 9, 6=4 LOOK DEC KM STUCCO WRAP UPS LAYER 7, FORTIFIBER PRE -ENS() TIW" BUILDING PAPER J' THICK 3 COAT CEMENT WEATHER6RESISTIVE PLASTER WEATHER RESISTIVE 6' OAF. • TOP OF WEEP SCREED BAIWCR V TO SHEATHING BEHIND WEEP SCREED J' nUC 3 COAT COMEN1 PLASTER 4' POSITIVE DRAIN u4eeP aroaan MRETAL LATH -- -- WOOD 6HEATHIN6— 'I6' SELF-ADHEREMG FLASHING WRAPPED � �� • TOP OF WEEP SCREED 4- POSITIVE DRAIN- "�., TO SHEATHING BELOW Wee- Aom= X WiB LAYER'(, L STUCCO UARAF° (6HIOWN POR i SEPARATE AC y� 'I WR6 LAYER 4, PORTIFIBER m I BUILDING PAPER I 6' SELF-ADHEREING PLASHING WRAPPED • CORNER OF CANTILEVER 1 J n 2 NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.I / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i 3/4 RESILIENT HAt CHANNEL VINYL CABWNG BEAD SM' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CAGING BEAD L 11D DRIP EDGE INSTALLATION WREXTURED t PAINTED PNIBH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER 6EAD VINYL CASING BEAD 11 RIP ED( WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 WEATHER PM616TIVE BARRIER 42 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 6HEATHING (2) 2x12 HEADER 4' POSITIVE BRAN WELe Drum NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONBTRUCITCN -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 7 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCE06ORIES ONLY) I ),'GAP FOR BACKER EXBROR GRADE ROD 4 SEALANT — DRY WALL i' THICK 3 COAT CEMENT VINYL CASING BEAD PLASTER WATER PROOFING Nt• U9EL2 �� LAYER (2 LAYER PEI KIN t STICK) ONLY) 0 CANTILEVER DRIP EDGE (2 LAYER 3' X 3. 26 C.A. C.AL FINISH LAYER V. PEEL 4 LAYER PETAL DRIP EDGE SET IN RILL BED OF S' PEEL 1 P SPACE Fl)Y M STICK .DRIP SPADE FROM DRIP EDGE TO PACE TO TREX DECK Ys' GAP FOR BACKER I Aw % P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER WATER PROOFING Mt I WEATHER W618TIVE LAYER (2 LAYER PEEL BARRIER 9 STICK) WRAPPED PRCTt WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER 61 FEEL 4 STICK . DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP euB 19 ooR EDGE ®® 3' x 3' 26 GA GALV. PETAL DRIP EDGE GET IN FULL BED OF 11pX1'ji P.T. OR 61MULATE MALANT,)p MN. WooD (Tmo M ER SPACE FROM DRIP CONT*aOU6 FACE TO TREX Yi GAP FOR VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING 4t FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 F%0L 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO 14AT C:HANEL CANTILEVER J' THICK, 3 COAT CEMENT PLASTER MAL LATH 6ro' TYPE 'X• DRYWALL WOOD SHEATHING WREXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER 9 WEATHER W616TIVE T14KK3 COAT CEMENT BARRIER .2 IJ 4' 1-061TIVE DRAIN VINYL C AAM BRAD bQ GAP IN FIELD (61,1OWN FOR CLARIFICATION OF SEPARATE AL:CE660RIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 7LLIMN SHEATHING FATHER RESISTIVE AR\\RIER 9 EAT)4ER RESISTIVE ARRIEIR 43 SAE. \ -EEL 4 STIFIC I )O'x3' 'L' FLA8WNG FULLY EMBEDDED IN ROOF CEMENT 1)j' X 3' 26 "C.&V. METAL DRIP EDGE SET N FULL BED OF 6EALANT,K' MIN. SPACE FROM DRIP FACE TO TREX \PEEL 4 STICK _ I FLOOR I )4'XI)j' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS Yl dAP FOR SEALANT OPT. BACKER ROD. MODIFIED 9® 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD S/0' TYP'E7—tl/ WVTEXTURE PINIG14 PTAHSICC R9 WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER *1 oLUMN SHEATHING 4uEXTERIOR`°`�" CLE G E N D W SAE. 1J%'x3"L'FL'S+NG; DRAINAGE PLANE (WRB FULLY EMBEDDED IN ROOF CEMENT LAYER 01, STUCCO WRAP) I Yt' X 3' 26 GA C%AL-V. FETAL COP ECOE WRB LAYER 02 (FORTIFI5ER — - — - — - — — SET IN FULL BED OF SEALANT,)j'MIN BUILDING PAPER) SPACE FROM DRIP ✓ YYLL ACE CASINNO BEAD METAL LATH X—X—X—x WATER PROOFING Eat LAYER (2 LAYER PEEL 4 STIM WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR �11ro� ZIP WALL ��� 9 COAT CEMENT SHEATHING METAL LATH WOMSIEATHING I SELF-ADHESIVE FLASHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL eAeING BEAD Y SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE, NTS WOOD SHEATHING 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 In' QQ8wjL BA2 FASTENED TO SHEATHING • T' O.C. MAX C WRB LAYER 9, STUCCO WRAP > x �'� WUOOD 6WEAT14M METAL LATH WARD LAYER 4, FORTIFIBER BUILDING PAPER 14A CORNER HEAD ® FRAME 11, 2 1/2' L CORNER BEAD (FASTENER 4 SPACING IS I' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD (9) BLOCK WRB LAYER 61, STUCCO WRAP jk WOOD SHEATHING WRB LAYER'2, FORTIFIBER I BUILDING PAPER ` 1 I I WRB LAYER 01, METAL LATH ! i STUCCO WRAP J' THICK, 3 COAT CEMENT —WRIB LAYER 02, FORTIFIBER PLASTER 4 ,Y BUILDING PAPER 6'SELF-A0HERING ' ' METAL LATH FLASHING ' 4 J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER DRIP GAP II I CLARITY) WINDOW FLANGE WRD L R 9, STUCCQ WRAP jI�I g i \ ' � 4 WIRE, LAYER 4, FORTIFIBER ! ' BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER i e - 4 b'SELF-ADHERING i e FLASHING i DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME, NO BAND A N C N I T I C T S Groin 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAR: 407-774.4018 www.abdealguBnuP•com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 11,4 FAX: 8134MW2802 WOOD SHEATHING cA61W. IB AE � PLASTER3 COAT CEMENT TO TRIM METAL LATH LEGEND IX TRIM MEMBER SLAYER • SIDING STUCCO TO SITION STUCCO WRAP WRB LAYER 42, FORTIFIBER DRAINAGE PLANE (WRB BTUTRAN WOOD SHEATHING r BUILDING PAPER LAYER "l, STUCCO WRAP) WRB LAYER 92, FORTIFIBER SIDING WAD SHEATHING BUILDING PAPER WRB LAYER 02 (FORTIFIBER ...... -- — WRB LAYER "I, BUILDING PAPER) METAL LATH STUCCO WRAP777 METAL LATH x—x—x—x j' THICK, 3 COAT CEMENT I WRB LAYER 02, FORTIF15ER SW�O WRAPP, STU LATER LAYER WRAP STUCCO PLASTER BUILDING PAPER STUP WOOD OR 1/16' ZIP WALL VSELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING f I THICK, 3 COAT CEMENT FLASH( ELF-ADHEREING STICK SELF-ADHESIVE FLASHING — — — — vINYL ANGLED EXPLODEDPEEL CASING BEAD . ` CVI EW LARIITTY)) PLASTER SIDING TO STUCCO CASING BEAD DRIP CAP t8----------------------------- �' THICK, 3 COAT CEMENT DRIP GAP y (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE SICCLAYER RAP METAL LATH > i, i i VINYL ANGLED ` �� CONSTRUCTION I I CASING BEAD . i Uk= SHEATHINGNEA WRB LAYER 02, FORTIFIBER i ' e41aaER PINei"TNE BUILDING PAPER i ueATHERRESISTIVIE �i WINDOW FRAME i WRB LAYER 02, FORTIP15ER METAL LATH FLASHING.��, 9f.' x4Y• lAP SIDING ��� \,P�� -,y I / BUILDING PAPER THICK3 COAT CEMENT FL AL 4 �l PLASTER \i RA"NMGs �\ 1 3 WrATmROW"i"rne E-Z BEAD VINYL CASING WEATHER 6"TIE9raQTeR "nay ; (W/%' FLEXIBLE PVC BACKER ROD) VSELF-ADHERING DAMIORa ; I 1 FLASHING n ; • ' \ _ �► FLAeHei AD1�6 I GA. VV METAL DRIP CAP 112� � TAL r � oni WRB LAYER fl, STUCCO WRAP, I • x "• ATAD WRAPPED AROUND FRAMING MEMBER RH dam WINDOW FLANGE T CASING BEAD Ca? WINDOW � ; Y•x°, ATAD 1 6' SELF ADHESIVE FLASHING (FRAME, W/BAND) ' DAR WOOD SHEATHING 15 C GAP YX FRAMING ; ;AL41dT MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ------------------------ ----------- ----------------- i --------- ----------------------- -------------- 9 TRANSITION Y4' GAP TYP J' THICK 3 COAT CEMENT WOOD SHEATHING NOTE: I/ CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LEIS. ; METAL LATH PER 50. YARD (UTILITY OR NOMINAL I u1R5 LAYER 01, FORTIFIBER I LATH DOES NOT MEET SPECIFICATIONS) WINDOW FRAME BUILDING PAPER 1 WRB �OYj RAP WOOD SHEATHING ; WOOD SHEATHING WRB LAYER R, FORTIFIBER WOAD COIMTRUCTION i BEYOND °' "ELF ADHERING BUILDING PAPER i utOOD 6NEATH9n PLAGIQ I i WRB LAYER "i, DAAtlER 9 IZ ((RATHER RE"IsrnA THICK, 3 COAT CEMENT BAR RESISTIVE 6TUCG0 WRAP i/ \ 6. MINER R To LAP , PLASTER ,r �I°rlvR / \ CP ZPABOVE LINbT� xTY' SIDING /�AIVII WRB LAYER 02, FORTIFIBER u�fi: RBV Le VINYL ANGLED °, ALP IIMArHAR RESISTIVE CASING BEAD BUILDING PAPER 1 \ / e�eae�a i STUCCO WRAP PLAbIING " YlATill! REAISTIVE WRB LAYER fl, METAL LATH VINYL CASING BEAD i STARTER "TMF' / \� �\ / (EXPLODED �' THICK, 3 COAT CEMENT llkl�1 I •z°LP SW 6' WIDE PEEL 1 STICK I VIEW FOR PLASTER \ OR WINDOW FLANGE OVER FLANGE CLARITY) GALV•D METAL 7' X ��A R /�R 9 TO L�AI�• ; Ix E-Z BEAD VINYL CASING ' oP r FLAASHING BOVE TOP 2X FRAMING (Wl%' FLEXIBLE PVC BACKER ROD) E•z BEAD VINYL CABINS u�boD°neArR MEMBER DER �P ^"0 ; , � ,may -APPLY FULL BED OF SEALANT BETWEEN / CASING BEAD ® RAISED � "AD"`"'I° \ ' '�A"'°" FLANGE +! BUILDING WRAP ; y�3 � ,' , `, BUILDING BAND (FRAME) CBlNTrLA"TlRT \\ `' OR AM -PROVISO SEALANT WRAP 17 A , ``: MA��14K"16TM BeIAT �N"ISTIVE SCALE: I I/2' • I'-0'UNIATMOIR E.z BEAD venYL CAen,a -------------------------------------------------------------------------------- �"1"nvA gu RJDGISLE PVC euaceR ROD) ® (DING FRAME TOSTUCCO RAME 1T 19%.1 IVL 16 A E Z BEAD WINDOW C A S I N G 19 TRANSITION.40 A R 9 N I T R C T R Grou�� 1441 N. RONALD REAGAN BLVD. LONGWOOD, fL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesiSlgroup.com AA °: 0003329 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.686.2628 FAX: 8134386.2902 OUT HOISIRR, AT 46• ANS-I LSE: OF N OPNN6 AFN40YI D IIOUSEIb1F OVER SFEATWIft OVER NO STUD UTALL STEP I INSTALL 6'— SELF-AMISR61G PLAINN6 OVER NMLRO FLAPS$ JA M ExllD FLASIIN6MIN I• EELOW LINE \>/\ FLExIDLE RA6NNG DO NOT SEAL EOTTOM FIN STEP 6 ie roRnla Y — FO1D4r 110UlINIb1 INU ORR) FIX W atM �� HEAD SLOPE SILL RO. TO ExilRIOR —/ \ STEP 2 VOM HEAD KM M(WTM DAMN NAILING PLANIE INSTALL VNYL CAP ALIGN RAN4 6 W NT. MM OF SN-L MO. rlCHANICALLY FASTEN PAWED EDOE6. (OAP NAND, STAPLES) WTALL OUP- NT R DA~ AS Tv FLA04M AT TNI FOLD IUOISBIROP POW 4 TAPE DIAGONAL OUT ACROSS HEAD Q WINDOW INSTALL S• WIDE AOMMN BACKED FLDODLE PLMUNNO MATIEVAL OVER DRIP CAP AONT (PlbllCTO-WMP DT-20l w so") STEP 8 -`Q21. WINDOW FLASHING INSTALLATION DETAILS O ( FULL WRAP) SCALE: NTS AFMY 061 NZU (0 EQUAL) SEALANT - FLUID AITLSD OR EQUAL). GLOM SILL TO Ex L IT 16 THE OOMACTOR6 I41IMOWNSILTY TO VERFY THE COMPAT04LITY OF ALL PRODUCTS NCLUON6 HOUSM WP. SEALANTS 4 SELF-ADHpRM K A614M MATERALS USED DURING CONSTRICTION I. INSTALL ALL NATEIRIALS PER MANUFACTURERS NtlTTEN SPECIFICATIONS EMEM SEALMM MAY REACT ADVERSELY IF NOT COMPATSLE. CLEAN AND SEAL JAMS TO BILL JOINTS WITH DOW fill FOLLOWING COMPLETION OF EMERIOR RETROFIT WORK REPAIR GC 4EME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS UIT14 EVIDENCE OF WATER INTRUSION BELOW Ti$ WINDOW OPENING L INTERIOR PERIMETER OF WINDOW WT14 BEALANr MOM L IT 16 M CONTACTORS FWARON61SILTY TO VERIFY TIDE COMPATIOILITY OF ALL PRODUCTS NCLUDN6 SEALANTS . SEEP-ADWM%NG K A614M MATERAL6 USED DUFSO CONSTRICTION. I. RAW" AT E%TEROR URDOOS AND DOOR OPENINGS SHALL EE INSTALLED N ACCORDANCE WTH MANUFACTURERS INSTALLATION NSTRCTIOW AND APPROND PIETHOO U OF RIC RW= U N ACCORDANCE IYTH FENESTRATION MANUFACTURERS INSTALLATION AND FLASONG N6TwacTICNs. ggpgl GW SEALANTS MAY FACT ADVERSELY F NOT CO'F'ATISL! WALL FLASHING INSTALLATION 13 DETAIL MASONRY SCALE, 3116•.I'-O• "V18vul/LLC. ' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde g%poup.com AA 6: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 8138862628 FAX: 813886-2802 D M 02/05/21 ECPLM: 1/4"=1'—O" w*m= WA5 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I\ 1/8' TEXTURED I FINISH 0 WOOD I �� 2X6"BAND—/ 1/2' TEXTURED FINISH a CMU METAL FASCIA WRAP Ya' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) �tl ©PLAN 8 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED PINISH • CMU METAL LATH \_WOOD SHEATHING OR CMII UIR5 LAYER h, STUCCO WRAP(FRAME ONLY) WRIS LAYER 02, FORTIFIESER CUILDING PAPER (FRAME ONLY) ROOFMG CEMENT 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) 1'1/8' TEXTURED FINISH IS `'\�\ /WOOD, 1/2' TEXTURED FINISH ® CMU 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATION 1. METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' .r OFF WOOD WALL gE?) ,4 P EDGE AL KICK OUT PRE-ENG'D TRUSS TO BE CUT 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/Vx4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (& WALL ­'_ x x x.. 'I` Hsi SUB BAND DETAIL ® WALL W/KICK-OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )'a' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH w END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.114' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY A N C N I T N C T II Grovehm r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeWgngroup.com AAM:0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813586.2802 llu 48'.0' 15'4" 1T-2" 4'-6" T-8^ 1'4" 5'-0" T-10" �4^ '4 TOP OF SLAB ----� ------------------- TEA- ----- ------ -`"--, 3--- 1-FM-16X18 I r 1 FM-16X18 ii I I 1A I I 4" CONC. • I ?q w l w SLAB I t4 i i 1 N, I Ij I I I LLI I 1 I � 1.1 W i I I I 4" PVC it i 9'.2" 3'_7" I CHASE 31/2" I I ii I I 13'-8" I i -- ------------ ------ ii ;{ 1 FM-XTEN ii I L1� � .1 EXTEND 1 SLAB 1 1/2" 1 i • 94',1 eo' I 11 1 I Iw 131/2 i a ail J 2'-5" 10' -9" I I r TE-2 1, mI 72 + ml I ii i n , I I ie i b 0'-0" FIN. ELEV. FIN. CONC. SLAB 1" PVC CHASE I FOR ELEC. f ISLAND II W 1 I ii i i I I I 1 ii 1 1, ii 1 I 34'-10" I T-2" I It i 1 1 I15-6" b 2'-8" 5'-8" ----� -------------- TE1 --- I 1/2" EXTEND .03 I I SLAB 1 1/2" iv I I I I o I ' I I I I �I ur 5 I I I ' .1 I 1 20'.4" 24'-4" V4" I I � I EXTEND I SLAB 1 1/2" FM-18X18 n a X I I I +-31/z^ 11 J LL IX I I t• I � m I� I b w� i LLOa Uyn ILL I e I I 11 I I I * 1/2" 4 4 I A FM-18X18 --------- --J ----- - L---- FM-18X18 ------ -----------1. FM-18Xi6 ----- - 1.1 - T - 4 4 3'_2" T-10" 6.4" 6'4" ,z 1.1 78,-0" 1.1 1'.8" 81-0" 13'4" 28,4„ 48'-0" ,,r-4C SLAB z U D 70 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 + V-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, OINDICATES #6 BAR,ttt1NDICATES #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", #6.361, 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 #5'3 AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID 1N RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W" -1.4 OVER GENERAL 3 117' S MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 'I6" CONTINUOUS 18' - (2)#5'e FMC-16x18 16, CONTINUOUS 16" - #5 IN CURB VARIES F-24x24 24" 24" 12' (2) #Ts (2) % _ (+)0"-0'• TEA 8" SEE PLAN 91 - (1)W. - (.)D•-0' TE-2 8" SEE PLAN 1. - 1)#6 IN CURB FOUNDATION PLAN SCALE: 1/4" = 1'-0" LLO. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeWgnBroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486.2628 FAX: 813b862802 30„ MIN. EACH WAY _ e THIC FOOTING Z Z STEEL REINFORCING IN GROUTED .1.. STEEL REINFORCING IN GROUTED °• SEE PLAN FOR SIZE AND REQUIREMENTSSPACING 4 R CELL SEE PLAN FOR SIZE AND REQUIREMENTSU aCELL ISPACING I UJ.ZQ 0. �FM. •. p N lb Z 8" CMU WALL O Z_ 8" CMU WALL ° CORNER BARS, SAME SIZE AS LARGER BAR I '�- 0'-0' I IN FOUNDATION WITH 30" LEG EACH d - +- 0'-0 TOP OF SLAB TOP OF SLAB y�II�, J� WAY AT ALL CHANGES IN DIRECTIONS I ... " Y't SO THAT THE STEEL REINF. IS CONTINUOUS ..+,,a-..y--, • " I MATCH AMOUNT OF CONTINUOUS BARS •I • EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) - VARI S IL(r • ,.. SEE SLAB SCHEDULE TOP OF GARAGE • ° a. a CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2" ISOLATION JOINT (WHERE a •. ' 8" CHAMFER (2STORY) 18" #4 Y4^ EXT. PORCH SLAB W/ 1/2' ISOLATION 4" CHAMFER (1STORY) Il. 6" CHAMFER (2-STORY) a APPLICABLE) z SEE SCHEDULE MS 30' JOINT (WHERE.- •! r: EE SCHEDULE FOR WXD, BAR SIZE APPLICABLE) Z 4. FOR MD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING „ AND BAR QUANTITY g AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 07 47' NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO �1EXTERIOR MONO -FOOTING -,-",EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION GA GARAGE SCALE: 314'1 CORNER BARS DETAIL SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN, OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING GARAGE DOOR RECESS WALL W/ SYP u I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ N B+ a UREID SPACING. SINGLE BTM. PLATE 172'kS" WEDGE ANCHOR W/ 7' TO BE PT. PROVIDE DBL. TOP W = SE W/2�-PART g WASHER SET IN HIGH STRENGTH y N 7' CAPPED a I EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED. MIN. 0 16" OC GALVANIZED PIPE Q 8", UNO — SIMPSON SPH4 OR SPH6 MAX. W/FLANGE BASE Q O FOLLOW ALL F. BTM AND TOP PLATE CURB FOR NS It I SPECIFICATIONS FOR ¢ USE AND 2 f0 ANCHORS W/ 10d x 1 1I7' COMMON NAILS FILL ALL `LV MASONRY UNITS SET in H PREPARATION OF to HOLES, DO NOT USE 10d W r' AT ELEV: 'O' HOLE' x 3" SEE SLAB SCHEDULE 0 SECURE FLANGE TO J Q SLAB W/(4) 1/4" X 21/4" TAPCONS QCO TOP OF SLAB RECESS AROUND GARAGE �41 DOOR OPENING ' SCALE: 3/4"=1'A" EQ. EQ. SEE SCHEDULE FOR V III BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION ' scALE:3a'=1'-0 W/ UPLIF ( 5 6 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49' SCALE: 3/4"=1'-0" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. LAP TOP PLATE A MIN. OF 48" ---may1 PROVIDE DBL TOP PLATE SECURE BT. PLATE TO AND NAIL W/ 16d COMMON SLAB W/10d MASONRY NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED NAIL 16" O/C STAGGERED. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND ADDITIONAL METAL SPACING REQUIREMENTS CONNECTORS NOT 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z REQUIRED WHEN NO (q UPLIFT IS PRESENT. WALL W/ SYP No 2 STUDS SEE f W PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO Q " K SLAB SCHEDULE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL Q 1T O/C STAGGERED. ¢ m U [SEE ,S, TOP OF SLAB. ADDITIONAL METAL n CONNECTORS NOT REQUIRED WHEN NO -I w IL �_ • _e UPLIFT IS PRESENT. O 8" CMU WALL" Z POURED LINTEL CONT. (TYP.) S'CMU FILLED CELL(TYP.) a•a TOP OF SLAB SEE SLAB SCHEDULE _ I 2X WALL FRAMING 116"O.C. EQ. EQ. SEE SCHEDULE +- 0'-0' 10P OF SLAB -'a • " Z ? SEE SLAB SCHEDULE ♦ 12" DIA. SIMPSON STS2 BOLTS 5' MINIMUM EMBEDMENT INTO FOR WxD, BAR SIZE ~�" s "ISOLATECY COLUMN PAD GROUTED CELL, 4" FROM ENDS AND AND BAR QUANTITY CENTERED UNDER WALL AND VERTICALLY MAX POURED MONOLITHICALLY WITH . INTERIOR CURB FOUNDATION WOOD WALL FOUNDATION AND SLAB SCALE 3/4"=1'-0" (NO UPLIFT) SEE SCHEDULE . . e • • SEE SCHEDULE FOR WxD, BAR SIZE: r FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY � ///LLL e' VARIES 8' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 '' (NO UPLIFT) FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" j j SCALE: 3/1 ;t C (U S-CONT. in SHOWER RECESS FOOTER 12 SCALE: 1 "=1'-0" wo Lm LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.eom AA M: 0003325 DRDBY::A.B. DEOUPDRAC.5438 BEAUMTER BLVD.SUTAMPA, 3634PH: 828FAX: W802 D � 02/05/21 sHmmT S1.1A MMMIN 13'-2" 101-8" 9-4" 7,_9„ 5,_2w 4'-10" I 5t4w n F v�i y io Y 4 ai a v N Y m N io N 2,_1w W N 12'-7" t3,.3w W a °4 i; a n ly m a °4 io F a q i+f v N m t7 �pp l�! T V N N IV 'I 1 Q `i N 4 'f °0 io y 4 � aF� [A t-i 2'-10" 101-5" 27'-4" DOWEL PLAN SCALE: 1/4" - V-0" l C■ I T! C T II 6 GrouoI� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeelgngroup.— AA M: 0003325 % --mol DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134BO.2628 FAX: 813.688.2802 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ la'HOOK GROUTED BOND BEAM TIE VERTICAL REBAR �c VARIES PER ELEV. TO HORIZONTAL RE.-W/ 1a' HOOK - GROUTED BOND BEA. Z � VARIES PER ELEV. a 3 � o Q a .a • #5 BARS 1. 0 41 Ell y�1 d5 10" HOO I. B� J d a f r ° ,�:a ° a '•:r.- �,.° •.. a a CLEAN OUT REQUIRED 1'a QK FOR INSPECTION • • ' K 0" 0'-0" FIN. FLR. `pO TIE ERTICAL REBAR �, • Z .�� ■ T RTO EBAR /1WHL REBAR W/ ta' HOOK BAR SIZE 48 BAR CIA Z W U #3 19, #5 3a' CMU UNIT DIMENSIONS fp ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA #e �.• #7 47 METHOD 1 1.. �/ MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTAL/VERTICAL #5 3a'' 8 scALE:3a=ra' REINFORCING REINFORCING #7 ;�. 1 L SCALE: 314"+1'-0" SCALE: 3/4"=1'-0" 8"X8' MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 6 EXTERIOR FACES OF THE ❑ © BLOCK AS SHOWN W/05 5o DOWEL IN FOUNDATION. DOUBLE FILLED CELL 4 AC 111 ITC r8 Ws 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.sbdeei8ngroup.com AA #: 0003325of LDRAFTING BY: B. DESIGN GROUP DRAFTING INC. BEAUMONT CENTER BLVD.SUITE 1004 AMPA, FLORIDA 39634 PH: 813888.2828 FAX: 8134M*-2802 PRI19'P 02 05 21 DATA / / mHzzT S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 718" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZEDESCRIPTION REMARK 1Q (2) 2X12 GENERALNOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 71h EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & RW8. 1.2 FLORIDA BUILDING CODE, 7th EDITION, 2020 BUILDING, SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318.14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 402/602.16) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT4000 PSI MIN, 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-5000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 318" AGGREGATE, 8" TO 11" SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A6/5/A615M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615/A615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318.14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A1064/A1064M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3A MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN PM . 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 7TH EDITION, 2020 RESIDENTIAL, SECTION R806.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318-14 AND TMS 402-16 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 6'8" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-W CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. FISAT0/O0WOB 1T/II 1 / M/1 8F16-1T/OM/OB BF16-1T/OM0 PRESTRESSED 1 i - -----2 F I I AH17T I I I I I I I I I I I I Ej 8F16-1T/0M/1 B L--__--- J r-------------------- I I ONO. PROVIDE B137 I WHERE ROOF I TRUSSES BEAR, TOP OF WALL 9'4" UNO 2 I I � I I I I m• I I I I S I I � I I m I I I I I I I I I I I I I I I i I • -------------------- a1 Q LL a1 r •$ I I L J 8 .W d AH7AB 8RF14- IOM/OB 4L AH7 REC ED 8F16-1 /OM/18 - - - - PRE-ST SSED 8f38-iT/1 MNB LGE LIFT BEAM PLAN AACAIIT10 T • 6 Groin "I N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-40TO www.abdesWWwp.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPX FLORIDA 33634 PH: 813-886.2628 FAX: 813-OW2802 05 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'k8' IhL-2�--1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �c \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT. REI FORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #6 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1ffi5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. 8k16' ID OJT 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. / 9 Olt. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8" OXI6 DSL BOND TOP OF BOND BEAM •\O- 9 EACH COURSE BEAM W/ (1) #5:01 • ���G�\�G WB(1 #5 BARBOND S .`. BOND BEAM F FILLED W/ GROUT qt\C U UNFILLED GROUT SOLID FROM :OPE;NI.G NOMINAL LINTEL TO TOP OF BOND WIDTH #OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.BEAM COURSE#5 5 8X8 PRECAST CONCRETE N. O\� 00 16-1 T/1�/c 5 (�� LINTEL W/ (1) #5 BAR (L2) NOMINAL Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY OPENING - 2' IT IS THS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX- ITAMOS INDICATES A DOUBLE BOND BEAM #6'S, BOTTOM Bx8 PRE -CAST CONCRETE SCALE:34"=1'-0" AND XFX%-1T OMABIND CATESASINGLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEL(L1) REFER IT IS TwS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - ITH MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T LINTEL OF OPENING AND XUXX• ITAMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1,3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SIZE 145 MIN WINDOW SZE.300 MIN EMBEDMSHANK ENT 1 SINGLE BOND BEAM 19) 6' FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 2-3/16 TAPCON ,.3 1/9' PRE -CAST .,d OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .30D SILL MIN EMBEDMENT 1 114")6' 'o SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" 0 n EMBEDMENT b 2x8 (MIN 2X3)2.3116 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/ig'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 16' O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK. EA. END vCMUwA' BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW 1 SILL CONSTRUCTION CORNER BARS �"* %ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:11rz'=1'-0 `� 3 SCALE: 3/4"=1'd9' SCALE: 3/4"=1'-fY' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I > I SINGLE #5 CORNER BAR, 3Ox30 TURNED UP 9 OR TURNED DOWN INTO STEEL REINFD.. OF II / FILLED CELL BONBEAM ��F 2; I Y II II II BxB CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'A" AAGNITIICTIII f 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoe4pigroup.com AA #: 0003325 GRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813 M-2628 FAX: 813588.2802 DATE 02/05/21 SCALM 8H=T 111I.s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (6) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2 ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P&S38, .177" "x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. v 1 Milli. 110 ■ 11 ��� ° _ - Fd ram_ Ewa �L. ��� • - ` /i.. �01- ffml � 1 �� P, ����� ��iI//�� ��/ ,,. r F°� � &'11� •, Al _•� �O of 1 &WWAIN �� _ - - - � - III HT HT AH1. 11 11 1' '1. 11. 1� p 1. 11 1 11. itAHT 11 �1. 11 11. 11 1� ■1. 11. 11. 1 11'INA n .1. 1 1 11'I 11 1' 11 1701 11 �1 ■ 11 11 1 1 Y' "'-8 12 1 12,-8C7 FRAMING PLAN SCALE: 1/4" - 1'4' A O N IT EC Tlt 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeeigngroup.eom AA#: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 8138862802 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) led x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) led x 3 k' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) led GALV. COMMON NAILS. 1x2 SECURED W/ lDd GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Z'x4", 6", 8" x 4'-U'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 @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, LT70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = LP2705 LBS (2 PLY) 1A 1 B 1 C TYPICAL TRUSS/ GIRDER CONNECTOR(S) Q"` _'-a BERG BAOMMOM THCXN'a8B 4500 3/4"WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 10 WOOD PANELS 90 2z LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5M" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 1/Y' GYP. WL BO. I -JOIST CONNECTION @ L.B.W. (NO UPLIFT) NOTCH DEPTH 1/4•D O q GE >SAl" METER L. STUD OUTER 1/3OF SPAN ONLY HOLE EDGE >SW BTM.HOLE DIAMETER PLATE<.-D D.L. STUD STUD NOTCHING AND BORING LIMITS 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 S' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4', 6', 8" x 4'-a' MAY BE ADDED WI 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. —A-(l) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4)?' x 5' TITEN HD TO CMU AND (12) SOS �' x 2 ]" TO GIRDER B{l) SIMPSON FGTR GIRDER TIEDOWN WITH lx2, 2x WOOD FASCIA (2) j' x 5" TITEN HO TO CMU AND (18) SOS }" x SEE ARCHITECTURAL 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV. COMMON NAILS. 12)}" x 5'7ITEN HD TO CMU AND (18) SDS }'x 3" 14 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) - 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) Q ='-a' 71BCI M 4500 9/4" WOOD PANELS 8000 (2)1/2" WOOD PANELS SO (2) 12" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/10tlx1/2 HOG COMMON NAILS. ® EACH END TOTAL OF 10 LVL/I-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18) tw x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB .d 4 e LVLMOOD POST CONNECTIONS 5 SCALE: 3/4"=l'-0" A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314- SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) led GALV. COMMON NAILS AND (8) led GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) led GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 USE, U < 1810 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LSS W/ (4) 3141" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 48M LBS, U < 1810 LBS W/ (4) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) led GALV. COMMON NAILS AND (12) led GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 114' 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 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & T APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' 8'-0" MAX (WNx4) I. OR 10'-0" MAX (W/2X4)* (2) 2X4 No.2 SYP DIAG. Z(4 BLOCKING BETWEEN BRACE W/ (3)12d ll EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) W-al O.C. (AT SHEATHING 0'-0" TO 30'-0' (1) "X" BRACE SEAMS) 3a-l" TO 60'-0 (3)'T' BRACE SECURE 2x8 PT. PLATE (1):W BRACE ® CENTER TO BILK Wl 11P' DIA (2) 'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 3Z' OC lx4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT BE REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED BTM. CHORD OF to-0" O.C. MAX. WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-a' O/C —�—END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ta-a' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. %BTM. CHORD BRACING V SCALE: 3/4"=T-a' 6 EDGE CENTRAL SPACING SPACING SEE SEE T CHEDULF SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/2' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2 2. END OF FRONT AND REAR LEDGER SHOULD g LAP A MIN OF 4'1W. 3. ALL BOLTS TO HAVE WASHERS �D 4. EXP. BOLTSlJSOLTS SHOULD NOT BE ANY g CLOSER THAN 6" O/C. 5. IN LIEU OF HILT] PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE BEXiEBPACM 081MALBP/IOING A DOUBLE 2x8 1/2" 8" on 16" O/C B DOUBLE 218 11, W O/C 24" O/C C DOUBLE 2x10 1/2, 8"" 16' 0/C D DOUBLE 2xl0 3/4" 8" O/C 24" O/C E DOUBLE 2x10 11, 6' O/C 16, O/C F DOUBLE 2x12 314" 6' O/C 12' O/C 10 WOOD LEDGER DETAIL SCALE: -"=T-" SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-C' A R C N IT R C TI f 441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813888-2802 of FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16tl COMMON W! (6) 3/16" x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, 1 FLOOR BRACING SCALE: 3/4"=1'4' SIMPSON H6 W/ (8)Sd COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING = SIMPSON SPH4ISPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W! 10d x 1 GIRDER TRUSS 1Z HIM NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL DBL PT 2x6 BLK•NG BETWEEN TRUSSES W/ 10d 0 3!' O.C. 1ST PLY INTO LEDGER AND 10d CI 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELION u O fSL/ pU= Qah U VATIO 1X2 FIRE -STOP 1!4 411 A8 WOOD SCREWS 1Y x 7' LONG 0 3'O.C.; STAGGERED OFF CENTERLINE OFF M; MI 3/4" AS SHOWN SIMPSON A23 Ai EA TRUSS Ill w NARJNGGI7111 PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING OON EXTERIOR WALL O NOT USED 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES WI 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS INTO EDGER AND 10d 0 3" O.C. R8 WOOD SCREWS 2x4 BLOCKING ® EA. BRACE. NOTE: a TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 7' LONG (p 3" O.C.; MI TOENAIL INTO TRUSS WI (4)16tl STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF NAILS 0 EA END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) CENTERLINE OFF 24; 3)4" AS SHOWN 2x4 BRACE ®46' O.C. wl (5)12d 1'4" MIN. FROM 2ND. FLR. FLOOR DECK '�j NAILS 0 EA END LINE W CONT. W/ (8) 16tl NAILS DBL 2X8 LEDGER TO CMU W/ 12" EXP. BOLT MI 8d RING SHANK NAILS ® N O.C. MAX ®BT. OF FLOOR TRUSS (BT2X6 IS FOR L 8! CMU WALL AT 16' O.C. AND 6' FROM INTO BLOCKING SHEATHING NAILER) REINF PER PLAN END W/ MIN 5-10 EMBED. 16tl NAILS 6' O.C. MAX 1X2 FIRE -STOP PER ELEVATION - FLOOR DE PER ELEVATION PER ELEVATION O _kla4" NAILING PATTERN U dug PER ELEVATIONAA`?Ilk PER ELEVATION PER ELEVATION 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) ONAILS �,7MASD.0NRY FLOOR TRUSSES (SEE SCHEDULE FOR SEE SCHEDULE FOR SEE SCHEDUFRAMING SIMPSON HETA-16 . REPAIR DETAIL IF PLAN) BOND BEAM RED. BOND BEAM RED. EVERY TRUES (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON W/ TRUSS PLAN) AT TRUSSES PARALLEL 3 ,0C. MAX 3Y WIT USS (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 scAE:34=1 (Y' PRE-ENG FLOOR TRUSSES NOT USED 6 O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX PER ELEVATION FOR STRAPPING O VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLKW/ TRUSS PLAN TRUSS TO TOP PLATE "GYPSUM BOARD OR 10HIGH W/ 1/7'DIA. ANCHOR BOLT W/ Z' A -SIMPSON MTS12 RENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d rPRE-ENG CURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6'MIN. GALV. NAILS. d TOENAILS SLAB.SEE EMBED. AT 3T OC MAX. B - (2) SIMPSON MTS12 UBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LES W/ (14)10d BELOW FOR PLATE W/ 12d's 6'O.C. MAX GALV. NAILS EA STRAP OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE Pi. LINTEL COURSE PROVIDE DEL TOP PLATE PROVIDE BLOCKING O• • SIMPSON SPH4 OR SPH6 BTM 1l7' GYP. WL. B0. 0.• AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT.2x4 SECURED WI(2)10tl's®EACH FILL ALL HOLES, DO NOT USE 10dx3' 12"x9' WEDGE ANCHOR WIZ' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0IU-a' O.C. MAX. EPDXY 5-10 EMBED. MIN.® 16" 1 Oa 10b IOC OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 TRUSS TO POET CONNECTION SCALE: 3/4"=l'-0' a• • < A - SIMPSON MTS-12 U < 9901-8S WI (14) 10d GALV. NAILS. a 9. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"x3'SDS, (1) 51" A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION L.B.W. 9a 9b POST708lASCONI�CiNk1 SCALE: 3/4"=l'-0" ABB - SIMPSON ABU44Z POST BASE <U:1,9W G:5,660 W/ 5/8 DIA x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2.1/7' NAILS TO POST. ANC N I T I C T 8 Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 927S0 PH: 407-774-6078 FAX: 407-7744078 www.abdesi4gpnWgroup.com M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH:8134136-2626 FAX: 81."W2802 PRE-ENG TRUSS (STRAP PER FRAMING NOTES) (2) 2X12 MDR WiFLIT04 PLATE. ATTACHED W/0) 2X KNEEWALL TO EN®G. FIT. META-24 • EA SIDE SECURE TO CM W/ 1/2"; ANCHOR BOLTS W/ 2' WASHED PRE-ENG TRUSS (STRAP SET M WrvH STRENGTH EPDXY PER FRAMING NOTES) • 24' O.C. 0' MIN. L. DRIP EDGE EMBEDMENT)-TYP. 2x SUB -BAND 12'-S' BRG. FKsT. (2) 2XI2 MDR 0 VENTED VINYL/ALLM. SOFFIT DOUBLE TOP PLATE 10'-10' TOP OF ARCM DBL STUD 0 DBL STUD U (2) SP4 U/l2) 8P4 (TOP 4 50T.) (TOP 4 BOT.) 9'-4' ORGOL MGT. S' STUCCO 9'-2' SPRING BAND ME OF ARCH tL ge f SENTRY SECTION -ELEVATION D SCALE. 1/2'• I'-0' uron LLr— "I N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA 0: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134188.2828 FAX: 813 W280Z FOR ASPHALT SHINGLE ROOF, USE MIN 7/18' STRUCTURAL SHEATHING EXP 1(24/16) or 15/3Z' STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/37 STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS ®4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM Sd RING SHANK, 23/8' 0.113 170,000 RING 16-20 RINGS F1667 RSRS-p1 SCREW SHANK ER INCH) Sd RINGSHANK, PNEUMATIC 23/8' 0,113 F1687 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1!Z' CDX OR 7/18' 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 8' O.C. AT INTERMEDIATE SUPPORTS OR 7/18' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: Sd NAILS 0 4" O.C. ON EDGE AND W O.C. IN FIELD ZONE 20, 2n, 2r 8d NAILS Q V O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. Sd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD Sd RING SHANK GUN NAILS G 4" O.C. TOP & BOTTOM EDGES z 8g L. . . . . . . . . I TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING Z H 9 0 � 3 m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADDL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 18'0.C. IF NO DROPPED GABLE END, ATTACH 2x4#2 SYP BLOCKING ® 18' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF. SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 7 DECK SCREWS G 6"0 O.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS ®• ...o�•Aq...000A•.'�r� r�'AVAVA•AV IA1A�A.A �A A.00A.f I'©ij ....... TAVAVITAT LI AlA�A.A�tIA.A.A �• �®� dL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPU— am 1. 9PAgW1 Rri— APPLICATION 812E ttPE SPACING REMMILB tY2 PTFlAIPoNG TO MASONRY/GONG 649E W1RDBIEOCdL NM 11?LONG. 9•dC GORACaE Hai BUCK TO L10.90NilYgONC. N•aA NOwA9NF]i TAPCOV MASONRY FABTENElt 11?EMBED..PfNDDIBT. it?EDGE dBT E 90O,�. xTWDOpPS CASE H4gDENWCdL YOIG WINWYeDOORl FASTENED OMAGE DOOR— 1(Y' . ExPM19i._T Zr OG CEMBE1-11OdBT, 1. NOTE. 11IT LONG. STAGGERED INTO B1h90NR1' OWL. TONA50Miw3lNC. WA91£R —E—L wwoowewL wE«ARoe�®ma e•o�s vnNDova000RtFAeTENEo HErraB To CONTACT THIS ENGINEER FOR SPACING tx Pt, BEE NOTES NML11If LONG. STAGGERED INTO MA80NnY,CONC. MABCNRYICONC. REQUIREMENTS E%T.8w1NG DOCK (2)3n8dA TAPCOK 11?EMBFD,rF1D NON9EAAINO YAWO ExPAN9roN 1EMBED f@!D a10NhPT, BEE NOlEB NO WASHER FASTfAt 1r OC p9T.,11R'EWEOIBT. wALLro WNC.BUB WI4W9HER BOLT Zr Ox: d9T.,SEDGE q9T. h PT WINDOW BUq( 0.188'PAf xi 1.• 9"GC rEMO.a8T.,lW PT TO STEEL UAL., BEE NOTES 1W WA9gER AWERED EDGE aBT. N4TFs4 i. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE 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 e. WINDOW AND DOOR BUCKS SHALL BE AS MADE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED lW TAPCONS OR PAP TO THE SUBSTRATE, GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33,C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3W STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR 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: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3IP. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE &MBL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL S�ABS0400 NDWHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402W2-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 8 RICHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 POP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN SS" 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 NAIUNG PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE 13 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS 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 A1D64IA1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BYA PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM Ae15AB15M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM -15 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pet AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20p9f TOPCHORD-no ounreM " REVI TYP. MIN LAPS SHALL BE AS FOLLOWS; 04 BAR - #6 BAR - WOOD TRUSSES. 10 psf BTM CHORD +Io nwrrerrt #5 BAR - 30#7 BAR - 42' 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' z 38' CORNER BARS, BOND BEAM ONLY, LAPPEDD A AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: I990. 15 pd TOP CHORD 20 psf TOP CHORD (7 pd W ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 BTM CHORD 5 dBTM CHORD p THICKENED SLAB O BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND B07T M WITH DEAD LOAD TO RE613T WIND UPLIFT: tOpal MINIMUM 101NCH 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 per WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pd WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (ARCM (FBC 020)=18 EXPOSURE B, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL IT LIVE LOADS: UMNHABITABLE ATTTICTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, 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: 40pd, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pd, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pd, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND OVIVIDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SWILL BE L HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL 70 THE ARCHITECT. MANUFACTURED IN CONFORMAANCENCE WWITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENTAND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF S" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5` STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUAP SHALL NOT EXCEED T d-PRIORTO THE ADDITION OF PLASTICm CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TME-STAMPED WHEN CONCRETE IS BATCHED. THE MAXIWIM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHW. NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 00 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 WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REM SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH TOUNDATONSk S. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1-1R" FOR •3 AND SMALLER 2" FOR #B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3" FOR SLABS, WALLS AND JOISTS 1-171" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SMALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A38M7, Fy - 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A50G/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE 8, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. A N N t N C T S Groin 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813405.2628 64 FAX: 813-SM2802 SILVERADO LOT #15 BLK #14 PAGE: DETAILS MOON DATTE: 02/05/21 DCALlM 8HEET SN1 i Ab