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HomeMy WebLinkAbout6652 Cobble Bliss St- 99 00 2 8 —DESTIN" ` FOR: ,A? ": fly 5 €. t�pp�i B R HORTON c� f PLOP, d -; (i� •i L.�s-«..""`. 12602 TELECOM L7RIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax. (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -,FLOIM 19MWG CODE, RESmENTL1L, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 I!R EDITION WW ( -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH -IXPDSURE — B -I-STORY RESIDENCE - :I-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES Arc Am CONDITIONING MC ADt ADJUSTABLE WR AMP. AMPERAGE MIN. BD. BOARD NIT. CL CENTERLINE MTD. CAB CABINET' MTL. CLG. CEILING N.T.S. CLR CLEAR O.c. coxc. CONCRETE PL CPT. CARPET PB. CT. CERAMIC TILE PH D. DRYER PET, DEL DOUBLE PLYWD GLAZED PRPAIR D.G. DUALIDIAMETER DIA. DAMETER P.T..i DIM DIMENSION R. DISP. DISPOSAL RAD. DR DEEP R.A.G. Ds. DOWNSPOUT M, DETAIL MEDIcrNELUMINOU MANUF�U T MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY PUSHBUTTON PHONE PLATE PLYWOOD PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROUGH OPENING 06/24/19 ADDED 150—C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/29/19 ADDED STONE CAP NOTE TO ELEVATIONS PG CS —COVER SHEET PG GN-GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION 'D" FRONT & REAR (5�12 PITCH) PG A3D-ELEVATION 'D" RIGHT & LEFT (b/12 PITCH) PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI —MECHANICAL PLAN pG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL �j��NC PG D3-PROID ASSEMBLY DETAILS PG WAR-WALL ASSEMBLY DETAILS PG WA3-WAIL ASSEMBLY DETAILS PG WA4-WAIL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAG -WALL ASSEMBLY DETAILS 10/14/19 UPDATED LED LIGHTS PER D.R.HORTON 2/04/1 ADDED SEPARATE ELECTRICAL DETADS PER D.R. HORTON 01/27/20 ADDED SORSON CONNECTORS LLO. USP 08/04/201 UPDATED MASTER BATH, BEDROOM /4 k BATH /9 07/14/20 CHANG® ROOM NAMES PER D.R. HORTON 12/01/20 MADE REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE IE/01/20 WAITING ON ENGINEER APPROVAL FOR DETAD UPDATES DI/19/21 REPATHED ALL XRElP9 FOR 2020 FBC CODE CHANGE STATE OF FLORIDA SQ.FT. CALC.�S PROFESSIONAL ARCHITECT: DW, DISHWASHER sc FA. EACH S.D. SMOKEDETECTOR ROLAND A. ABOUCHACRA EELEVATION SH EQQ . EQUAL SILT. SINGLE HUNG SHEET AR No. 93723 EXEXHAUST SH EXT.T. EXTERIOR SF1WR WR. F.G.TX. FIXED GLASS SIM. SHEATHING SHOWER SIMILAR A.B. DESIGN GROUP, LLC. LIVING 231i $(�, FT GARAGE (ELEV. D) 538 SQ FT. F.G. FUEL GAS SL. FIN. FINISH STD. FLR FLOOR STD. SLIDING SLIDING GLASS ARD STANDARD 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 ENTRY 50 W. FT. r-O /END LANAI 701 $Q, FT. FLUOR. FLUORESCENT SWS FTG DR. FRENCH FOOTING TEMP SI♦EAR WALL SECTION GLASS Tel: (407) 774-8078 TOTAL 316� Sa FT. GAR. DISP GAARBAGE DISPOSAL UGE TO . T OPOF Fax: (407) 774-4078 G.F.I INTERRRUPP�TCIIORT 20S GL. GLASS TYR TOP OF SSO.R TOP OF UM TYPICAL STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN 31.2-DETAILS L P PG S1.2-DOWEL PLAN GYP. BD. GYPSUMBOARD U.N.O. UNLESS NOTED H.B. HOSE BB OTHERWISE roR Hi�°RO°� WP VAPORPROOFPG DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER HOT, INSUULLAATION w�. WOOHD PG S2-LI DETAILS PG S2-LIFT BEAM PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW w.1 WINDOW HEATER WROUGHT IRON PG S2.IA-DETAILS PG S3-FRAMING PLAN PG 33.IA-DETAILS PG S3,IB-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.1C-ENTRY DETAILS PG SD1-DETAM DETAILS 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 AA TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEW NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. ARCNlrecr1� Gason 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde"Igngmup.com AA N: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813S86-2802 D TE 07/09/21 scALE: 1/4"=1'-O" 93HEICT cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION 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 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS i 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 18 -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 Y INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6• WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.I. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7, FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S 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) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) F'A R C N I T R C T S6 GrZOLL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdealgngroupxom AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134886-2628 FAX: 813-886-2802 11111111111 01111111111 DATE: 07/09/21 SCALE: 1/4"=1'-0" SHEET GN -8' I�oNDll �61X]21 FG. 25-SH 25-SH TEGRESS FiGRESS -- -- ------------- _ 0 HB BEDROOMr CO�F,BED 1 B BEDROOM_ g,_gCLG 3 i 1 TRAY CLG. TO N)'-Ir I 3'-I' 3'-81 7-101/2' 41.0' 9080 SGD. I I ISH H 7 9 I 1'-4' 3'-6' 4'-S' [I. NICHE CAFE i TEMP. GLASS TO FILM. W/ 24' V 0 . C.L.S. In I 42' KNEEWALL 10'-1' 24'-1' I . - GREAT ROOM I 10 0r4111 x I 1 g 4, CLG I RI I I N MAY CLCx ry,v a y W OlO yRl --- I I I TOW-8' Y b i i SMELVES C 1I e I I II I Ell I - 1 r I -• r a 1 KITCHEN A I------- `q 1 I ° 0 iOIPT. ii I R18'-6' 1-------- '-4- 3'-0' 14'-6' -------- 6'-4' J 2'-4' io I a 6 DINING aI e v BEDROOM I PAN g'-4' CLG. p bPT.� 1 D. A q v ii LLl r Y itpCp7 iiil� 9 e WW Ny� 54'X22' PRE- ATTIC PLUMB r-----1 I BOT.OF II H— c ACCESS L - - - - - J HDR es I I L.T. 8,•0,m I BA1 H TUB 9.4'CLG FOYER 5 GARAGE a _ T-4' CLG. MT 0' 8' I 308 � 4'_0, W/12A2' S1LENTTRY 28'-4' 5' 13'-4' BEDROOM 2 -I 8'-0' X 1'-0' O.H.16'- X 1'-0' O.H. I 25- IT)'-4' 8'-0' I)'-8'I, 16'-0' 1'-4'T I. I. 6' 4GRESS I. EG mil. 3'-2' FLOOR PLAN SCALE: 1/4' " P-O' 0 r FLOOR PLAN NOTES - ALL DIMENSIONS ARE FROM FACE OF I W 15LOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UNO. - ALL INTERIOR WALLS ARE 3 JV UNO. - DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. - AIR COMPRESSOR SET ON 44'X44' POURED CONC. PAD. PAD BEGINS 6' FROM EDGE OF STRICTURE. - SEE SHEET GN FOR GENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT INTERRUPTER - ALL PULL I-EkSM BLOCK Il A'' 6 BETWEEN FILLED CELLS WITHOUT OPENINGS ARE SHEAR WALLS. SQ.FT. CALC.'S LIVING 2312 SQ. FT. GARAGE (ELEV. D) 538 SQ. FT. ENTRY 50 $a FT. COVERED LANAI 201 $0. FT. TOTAL 3161 SQ. FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BRG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH S1TE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AMC) RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) N THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT 9'-4' BRG. LESS THAN 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP vARIES MATERIAL TO ,AN BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIEe KITCBASE C Q4 BRACKETS AS WALL 3NECESSARY. 2'X6'X35-1/4' CABINET m LOW WALL 7 2'X6' STUDS 0 16, O.C. W/ 1/2' DRYWALL A SCALE: NTS BAR DETAIL VIOD BFOBM FORR 8R6WO aLOMM OPa1J� BGUNE FOIE =WHIAOINIII MAW NOTRE FOORADE MIN. WINDOW 3 5 243/-325 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR MIN. CRITERIA SGD. MIN. 12 5 21.2/-263 CRITERIA 16010 O.H.D. 112 5 205/-24.13 8010 O.H.D. 1 56 1 5 1 21b/-21.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, 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. CONR OL DATE A N C N I T E C T Desion PH: 407-7746078 FAX: 407-774-4078 www.abdesipgroup.com AA#: 0003325 DRAFTING BYJOLVD. A.B. DESIGN GR DRAFTING IN 5439 BEAUMONT CENTSUITE 1004 TAMPA, FLORIDA 3PH: 813-888-28FAX: 813686-28 D 07/09/21 BCALM: 1/4"=1'-O" SHEET Al (AREA OF ATTIC = 3164 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 / \ REQUIRED VENTILATION AREA 3164 /300 WINDOW \ 10.55 VENTILATION AREA X SQ, INCHES PER FT, (144) = 1518.72 SQ. IN. RAISED I STUCCO MIN. REQUIRED VENTILATION IN UPPER BAND WINDOW . PORTION OF ATTIC 5 X 1518.72 RAISED I STUCCO _ - .. . 75936 SQIN OFF RIDGE VENTILATION AREA = 115 SQ, IN. PER VENT ems• BAND I 759. 36 /115 I ;n 'I• TOTAL #OF VENTS REQUIRED = 6.60313 _—_12 __—__—_—_—_—--- __B2RIDGE I m •I' TOTAL# O F VEN TS P ROVID ED = 7SQ. 15sT' SHINGLE I I IN PERLfOOT SOFFIT VENTILATION AREA = 11.736 LINEAL IN EA ROOF I I = 759.36 /11.736 TOTAL LINEALFT OF SOFFIT VENTING REQUIRED = 64.7035 LINEAL FT OF ' DETAIL I A -, DETAIL SCALE: 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG SCALE: I'• i'-0' \ +-� I'• I'-0' (EXTERIOR OF W ALLTO EXTERIOR OF W ALL, NO OVERHANGS INCLUDED 12'-8' B W ---------------------/ I I I 1 I I I I I I I I I I I I I I I I I I I I I I I DETAIL \ � SCALE: I'• I'-0' � __ 00 II, _ __ ■■I ■■■ ■I I■I lElLl _IMI I■I I■I I■I ICI I■I I■I ICI_ 1 1 =- ■■■ ICI NE _ ICI 1a1 ImI 1�1 IaI 1�1 ICI ICI _= 1 ' 1 ■■■ I--q�-_.�Ig -i�l lei i�i Il-�■ W- -7_=- - FRONT / / TEXTURED FINISH STONE VENEER TO 5E INSTALLED PER MANLIPACTURER'S SPECIFICATIONS SHINGLE ROOF ■ O E El El 0 O TEXTURED 0 m m FINISH W REAR ELEVATION (TEXTUREP FINISH) --------------------------- RAISED \ \ BRGBrs. STUCCO Y HCsT. I BAD 1 SIDE ENTRY SIDE O' I LITE DOOR LITE I •I' �, 7n •I' I —`STONER 0'--O'RFIN. I I (� DETAIL \ v SCALE: I'• I'-0' � — — — -- — — — — — — — — — — — — — — — — — — — — — — / 0'-0' FIN. FLR — — — — — — — — — — — — /DEGORATIvE \ \ I ELEMENT 1'-IO' l II' I I I I I _ I I — I I e � I = � I I I = I � I � I � I DETAIL (\ D SCALE= I'• I'.0' �n RAISED I•I• STUCCO B BAND I � I GARAGE I DOOR I DETAIL I\ E "ARCNI5 TICT8 Group. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.00m L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888-2628 FAX: $13-886-2802 �BIIRIIgIf p ---%N D2W 07/09/21 SCALE: 1/4•'=1'-0•• SHEET A2D A R C R IT E C T E 12'-8' BRG. _ HGT. SHINGLE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ROOF ■ TEXTURED 9 FINISH g i0 i0 RIGHT ELEVATION—D OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT SHINGLE ROOF FOAM GAP TEXTURED FINISH 0 TEXTURED STONE m FINISH VENEER LEFT ELEVATION-D (TEXTURED FINISH) Y HGTB. _0. GroupLn. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdeaigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813-688-2602 amnmr. N4 0 x � a� SU13DTV. do L.O71 SILVERADO LOT #18 BLK #10 PROJECT# (1Q'71 O nnn-1 Al h9 RIGHT & LEFT ELEVATION "D., w 14 2 DATE' 07/09/21 SCALE: 1/4"=1'—O" SKEET A3D so ELECTRICAL LEGEND SYM. DESCRIPTION fii STANDARD SWITCH y4 -WAY dUITGN •�. -WAY d1JITGN yg IMER SIINTCH • E BUTTON ISCONNECT T 14EWOSTAT -e SYsLE RECEPTACLE 025W20-AMP INGLE POLE) IOV DUPLEX RECEPTACLE I DUPLEX RECEPTACLE(EGUIPPED TH GROUND FAULT NTERIIPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) IOV OUADPLEX RECEPTACLE ® IVV DUPLEX RECEPTACLE (FLOOR BUNTED) 20V RECEPTACLE (4 WIRE :OMECTOR) _O DEDICATED RECEPTACLE i-Q VALL MOUNTED LIGHT MOUNTED LIGHT DANT LIGHT jElLW3 00 LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SO. PTJ am ULB LIGHT FIXTURE 15ULD LIGHT FIXTURE a22MQ III OULO LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN -{NDER CABINET LIGHT ® I'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) x O CESS LIGHT CESS LIGHT (VAPOR PROOF) EILNG MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) MRFT— FQ -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) FILING MOUNTED FAN 0 T FAN 0 CR9 PER $OU. FTJ JACK N-0 DETECTOR (WALL MOUNTED) Q DETECTOR (CEILING MOUNTED) ® /RION REF0015-gMTECTOR I MOUNTED) MIMES ® IMOUNTED OUTLETE OPENER TV JACK E• B PORT —LOCATION 1 PHONE CUTLET674 WW TO 15E VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS / 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR'1Sh EDITION (2020) 1 NEC 210.12 2011 EDITIONL • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIM13 POOR Ith EDITION (2020). • 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 POOR Ith ED ALL W. • ALL WORK 70 COMPLY WITH ELECTRICAL PROVISIONS OF THE FEIGN NTH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND T5% OF LIGHTING MIST BE ENEIB9Y EFFICIENT TYPE PER F ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Ith ELEC. FOR HOOD/ MICRO A5V. BEDROOM 1 COVERED ___4 )I C \ RE -WIRE H PFOR--� L 3 L CLG FAN �\ PRE -WIRE \ \ FOR \El 1 GLG FAN \ ,µ 4', S'Co WI• / 4AWP GFI I 5'-10, I, 4'-0' 'PT.' I �llv L / QD i I \ I I \ I I � I � I I \ I I I I GREAT ROOM JUNCTION BOX /�--V--� UNDEIR COUNTER FOR j \ D.W. I / PRE -WIRE \\ I FOR / CLG FAN \ q--------------- If DINING \\\ ROOM I/ \ OPT. DINING \ FIXTURE 1 1 SD/GO\I I LCFI• / CFI• r-----� CFI• o / 44'AFF. 44'AFF...�����G---ppp777���--- � �44'AFF. — / PRE / PLUMS L IGHT / L.T. SWITCH IN ATTIC I 1 ACCESS ------ _ 8GFI CLG. 8GFI CLG. OUTLET Ur CUTLET \ GARAGE OUTLET FOR IRRIGATION TIMER PRE -WIRE PRE -WIRE `----------- PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-C' I I -- I I I I BEDROOM 1 I I I I PRE -WIRE FOR CLG FAN I. L— I I — — — — — _ _ — — — - r� \ W.I.C. ----- ----� BEDROOM �2 / PRE -WIRE FOR / CLG FAN 1 I HIS BATH � 2 n I 1 \ \ BEDROOM PRE -WIRE FOR CLG FAN 3l� LED LIGHTING C DOUBLE LAV. BATH I LED LIGHTING C SINGLE LAV. BATH 2 LED LIGHTING @ SINGLE LAV. BATH 3 PROVIDE 3 2/0 CU. I -b CU COD 2" CONDUIT OR PROVIDE 3 4/0 At, 1 G4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 200 AMP ELECTRICAL RISER HOT TO SCALE. GENERAL NOTES: GOMDINATION 20D AMIP A ELECTRICAL MATERIALS AND INSTALLATIONS SERVICE OOR40 VOL SHALL COMPLY UMTH ELECTRICAL PROVISIONS OF M DISCONNECT I PHASE THE FBCdt TTN EDITION r2020). LOCAL CODES. AND SWITCH AND MLO ALL LOCAL POSER COMPANY REQUIREMENTS. ELECTRIC PANEL METER IN NEMA D. ALL CONPUCTORS SHDE ALL TYPE THHN/THSN 200AR eR ENO %LOSURE LESS NOTED OTHERWISE. POSER COMPANY TRANSFORMER GRADE PROVIDE 200 AMP, 120,240 VOLT, I PHASE � SECONDARY ELECTRICAL SERVICE. PROVIDE 3 2/0 COPPER (CU) IN 2" CIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 V/0 ALUMMI'l (AL) IN 2" CIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE y CADLE MWICE TELE E.. Bt(RI/1C5 4eItvICE EOISPMeiT Ewm4NCE EMIR•IMT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONECTIGNS I % CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF Feat MrH eDIrNeN r2mm) 5/0" CIA X S Pr I" COPPER CLAD GROUND ROD 1 E O M I T E C T S 6 GaDeson 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA 8: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2626 FAX: 813886-2602 11111111111 01111111111 LyammoommompA DAB 07/09/21 SCALE: 1/4"=1'-O" SHEET E1 r %_ I �oN171 1 Fil _ _ o 0 - B PAN f------------cm M I I I I 9 0 I I — I I I I I I � I I I I I I I I J — I I I I I I I L ------J 2'-.3 2'VTR r------------------ —�liP r. 2'VTR I I r I � I II2' —y � I \ I �r i t!1 • J � 2. 2'vTR a I LAv 5 I U B 12 IT 10'-10 > 3. we IV v _ I N 2'VTR 3• L VIL S u .x KITCHEN I I AVI SINK W/ I WC 2• 'TU B y�l�l � I 3 v � AUTO VENT 3• LL, O III 2• 1 3. il DO -2' I 3• 3• PRE- PLUMB 0 III I I I I L.T. I 7 IL 3WASHER III 4 CO 1 Ofj'T. ----------------' 4' RAP. I _ C NOTE: ALL PVC PLUMBED TRAPS 'P' TO El a' ARE TO BE TYPE. 'S' TYPE ARE PROHIBITED. MAIN PLUMBING RISER SCALE: NTS c7. wJ 2'-8' P-11' O�L r � - WC HB o PRE- I I ® � � PLUMB 4' 3' .T. L L — — — — — J V TUB in 0 s "—=EE HB EE= 0 0 0 0 0 0 PLUMBING PLAN SCALE: 1/4' • 1'-0' A R C X I T R C T E 6 GroulLL. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeaigngroup.00m AA B: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 16, FAX: 813-886-2802 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. 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 FA13 4 MASTIC. AND INSTALLED AS PER FBC lTH 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 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $HALL, BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020J MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALL$ $HALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II, DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER 500STER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT CIA OUTSIDE AIR ® THERMOSTAT ED PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PAN$ W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP PLENUM T y TO CONC. CONDENSER AIR RETURN W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y SECURE STRAP TO UNIT W/ (2) AIR HANDLER EXTERIOR WALL 4' CONCRETE SLAB 48XI 1/4' BHT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD 1 REFRIGERANT LINES TO PLATFORM:�r RETURN CONDENSING UNIT NOTE. MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR lTH EDITION (2020) MECHANICAL BLDG, CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG SEE SPEC. m BRASS PLC I'-8'XB• CONC. FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE A9 REQUIRED FITTING OR EXTENSION TO SOIL WADE 8240-K JOSAM 56000 OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN —OUT (TYPN) NEXT. GROUND CLEAN —OUT (TYPN) MECHANICAL PLAN SCALE: 1/4' • I'-0' LNCNITICT• 6 Design Grou LLB. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdeGigngroupxom L AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 Ikk FAX: 813-886-2802 � 'diiiiii I III 0111111111-1, fig_. 2X4 TOP PLATE PLAN y PRE-FAB TRUSS 7 1/2' CLG. BOARD IR' DRYWALL � T` )r SECURE BT. — PLATE TO SLAB W/ IOd MASONRY NAIL • 32' O.G. MAX FIN FLR. 2X4 WOOD STUDS 024' O.C. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL ,IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE IV O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (��)TYP. INT. WALL (NON-BRG.) SCALE: 3/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 90Fa.l.l. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS JJ MTL. DRIP EDGE �// 2x FASCIA PER I -m ELEVATIONS TYP. O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLP-1 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS S�,,)PIPE THROUGH BOND BEAM SCALE: 3/4'. I'-0' 5/8' GYPSUM BOARD OR 1/2, HIGH STRENGTH CLG. BOARD SEE ENERGY CODE PORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD.� WOOD BASE ti W WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND I6OTIB.1. U TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. lq . �. C 24 fi2i; OMLT. Oi6CL `BEAD DOOR APPRIpyAL FWQ vmrAL iRAfX I' MN DT OTXlIm 2B GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS �' SCALE: 1 1/2'.I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR S9*.I.1. AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SHEET SNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX PRE-ENG WD. TRUSS AX 2x FASCIA PER ELEVATIONS ELEVATIONS O. PER ELEVATION VENTED SOFFIT VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SWEET SNI PER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR In' ON SHEET SNI. WEEP SCREED HIGH STRENGTH CLG, BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. I/2' THICK, 2 COAT In, GYP. WL. BD. , CMU PORTLAND CEMENT PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLRlL 0'-0' FIN. FLR a CMU ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ° ACCORDANCE WITH FBCR 2020 ° 1TH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING tzNTYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE �Z-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. GrouVL�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 813.886-2802 anmm�a TOP: 2X6 P.T. • CENTER OR DOOR HEADER SECURED W/ (1) V2' X 8' J-BOLT W/ 4' MRL EMBEDMENT W/ 2' X 2' X I/6' WAGNER 4 NUT OR W/ (2) IR' X 6' ANCHOR BOLTS X 1/e' WASHER 4 NUT SECURE 2x TO BLK ILV © IF 1/4' TAPCONS I V2' EMBED. 6' or, 4• END DIST, I VV EDGE DIST. 2X6 GARAGE DOOR BACK SECURED Wu (e) I/2• x e• J-BOLT OR ANCHOR BOLTS, W/ 4' MRL EMBEDMENT, W/ 2' X 2' X V8' WASHER 4 NUT. (1) WITHIN 6' OF TOP, (I) WITHIN 8. OF THE STM, IE (3) EVENLY SPACED. O O OO NOTES. ALL ANCHORB 814ALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE BWJP.W IN&TRIOTIONS ARE MORE STRMYaET1T GARAGE DOOR 1 BUCK ATTACHMENT 4ew.t, vr.I••O 8' Cm 1/2' DRYWALL Ix4 P.T. OR 5/4'X4' MIN. SECURE THRU FRAME 4 ❑ I'X4' EXTEND 1-1/4' INTO P.T. NAILER BLACK W/ 3/16' TAPCONB DOOR CASING (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END DOOR JAMS OR WINDOW 4 0' O.C. MAX 6PACNG ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" r11FINDOW TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK WU 3/16' TAPCONS (MRL SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 W OC. MAX 6PACING. 2X6, SECURE TO BLOCK W/(2) 3/16' TAPCONS, (MIN. SHANK SIZE .145 MIN. HEAD 617E 300 MIN. EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 15' O.C. MAX SPACING. IR' DRYWALL 2XS: ® 1'X4- 6ECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONB DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V49 WITHIN 8. OF EACH END 4 b' OC. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS, NOTE, 614IM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" �11RND011 TO BLOCK +1 1/2" 2X4, SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 6' OF EACH END 4 S' OZ. MAX SPACING. 2X6, SECURE TO BLOCK W92) 3/16' TAPCONS (MIN SHANK SIZE .Wb MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4.1 WITHIN 8' OF EACH END B' CN11J 4 18' O.G. MAX SPACINf". 1/2* DRYWALL CEO❑ SEC SECURE t0 BLOCK I'X4' WK2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 T/S' O5J5. X 4' MIN. MIN HEAD SIZE 300 MIN. EMBEDMENT I I/ I ) DOOR CASING WITHIN 6' OF EACH END 4 IS' O.C. MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUREB DETAILS, NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VA.) DOOR JAMB TO BLOCK +1 15/16" r1II1ND01I TO BLOCK +1 15/16" 2X4: SECURE TO 15LOC K W/ 3/16' TAPCON6 (MIN. SHANK SIZE .145 MIN. HEAD SIZE JIM MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6, ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3A6' TAPCON MIN. 1-1/4' W/O) 3AW TAPOON6 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CM 4 ID' O.O. MAX SPACING. 112' DRYWALL 2X8, ® ❑ SECURE TO BLOCK WK2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK 61ZE 141 DOOR CASING MIN. HEAD 61. ,500 MIN. EMBEDMENT I V4') WITHIN 6, OF EACH END 4 is, O.G. MAX &"ACIW3• DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" n1fINDDlf TO BLOCK +2 1/4" 2X4: SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHRANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END I W OG. MAX SPACING. 2X6: 0110 SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .148 MIN. HEAD 61ZE 3" MIN. EMBEDMENT 1 1/4') WTHIN 8' OF EACH END 8' CI'111 4 S' O.C. MAX SPACING. 1/2' DRYWALL 2X8: SECURE i0 BLOCK I'X4' WK2) 9/16' TAPCONS P.T. NAILER (MIN. 614AW SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6. OF EACH END 4 W' D.C. MAX SPACING. DOOR JAB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" ��OS TD AIII(:K +A" 2X4. m SECURE TO BLOCK W/ 1/4' TAPC," (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 I/49 WITHIN 6' OF EACH END 4 18' O.C. MAX 8PACNG. 2X6: SECURE TO BLOCK WK2) I/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 900 MIN. EMBEDMENT 1 V4') WITHIN 6' OF EACH END B,U I S' O.C. MAX SPACING. 2X6. ® 1/2, DRYWALL SECURE TO BLOCK VX4' WK2) 1/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 MR HEAD SIZE 300 1AW CAD, X 4' MIN. MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END DOOR CASING 4 S' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" (;,111INDDlf TO BLOCK +3 7/18" 2X4: ® 2X4: SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCON6 (MR 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 HEAD 612E 300 MN. EMBEDMENT 1 1/49 MIN. EMBEDMENT I V4') WT14H 8' OF EACH WTHIN 6' OF EACH END 4 S' OC, MAX END 4 15' O.C. MAX SPACING- NOTE: STRUCTURAL 2X MUST BE 6PACING. NOTE. STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED 2X6 ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK UGH THRONON-8TRUCTURAL WK2) 3/16' TAPGON9 JAW TAPCON MIN. 1-1/4' WK2) I/4' TAPCON6 IMRL 3/16' TAF'CQJ MM. I-1/4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK SHANK 61ZE .145 MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 1/4.1 ®. CN'AJ EMBEDMENT 1 V4') 6' OF EACH END UMTNIN 8' OF EACH END 6, cmWITHIN 4 ID' OC. MAX SPACING. W' DRYWALL 4 S' O.C. MAX SPACINW, 1/2' DRYWALL 2>W 1=1 1'X4' 2X8, 4=1 ❑ I'X4- SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER W02) 3M' TAPCONS DOOR CASING W/(2) 1/4' TAPC4" I' (MIN. OHANK 612E J45 (MIN. SHANK 612E .145 P.T. X 4' MIN. MIN. HEAD SIZE 300 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN 6' Or EACH END MEMBER W/l2)2d WITHIN S' WITHIN 6' OF EACH END 4 WOC. MAX OF EACH END 4 6' TO 8' O.C. MAX 4 S' O.C. MAX SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES, DETAILS, NOTE, SHIM AS NEEDED TO PLUMB NOTE, SHIM AS, NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4.) JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" F nDU11 TO BLOCK +3 3/4" A R C N I T E C T 2 6 GroupOLL. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdegigngmup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886.2802 SILVERADO LOT #18 BLK #10 PROJECT# 03719.000-18102 MODEL 2368- D PAGE: DETAILS JUL DATE• s""'4-a-07/09/21 SCALE•. 1/4"-1'-0" N010 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATIONON DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 13872.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.26 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 35353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-6" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 22/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 INC N I T L C T i Grou�L� 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813386-2628 FAX: 813-886-2802 PREFORMED CONTROL JOINT� .WAFLS OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 9' O.C. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ LEG MAY BE USED TEMP SECURE CONTROL JOINT . DURING INSTALLATION FASTENERS TO BE SPACED • T' O,G, MAX VERTICALLY / i' THICK 3 COAT CEMENT \ PLASTER WRB LAYER •2, FORTFIBER BUILDING PAPER APPROVED METAL LATH FASTENED AT' (VERT.) O.G. MAX AT SUPPORTS WIM LATER -1, STUCCO WRAP WOOD SHEATHING TILL SFIALL AND •• TO e• I A• To a• no LATH 8NALL NO BE CONTINUOUS THROUGH CON JOINTS BUT BE STOPPED TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX. 6' TO 1' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR— i STFNUCTUIRAL STUD STAPLES N COMPLIANCE IW ASTM CI063 2. WIRE TIES TO ISE 1 IS) 0,0416' WIRE 3, BLOCKING SHOW MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN A� O"M" TYPE CONTROL JOINT Ol FOLD banAlO • R. A O I--. PT. A 2. CRiIARR . PT. A N OL FOLD NVARD • pT. A L CIEASE • FT. A POLD w E/ ® 'l ® L tra.D VINO . Pr. • CIEAR • Pr. C ♦ POLD R. C melt pt. • TILL PT. C To1IL1RR ROTTRt R.ANW JIA r PLAH I LAtlE WrnR TIOFR RRAL PaLD. 122 tim ar. ]' THICK 3 COAT CEMENT PLASTER (PRAM), N' 2 COAT cm'E(r FLASTER MMW MRS LAYER 4, FORTPIBER BUILDING PAPER nTNa'Rt L Y) i LAYER R, STUCCO WRAP 0"a-m Ora-Y) APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6- • VERTICAL LAPS (ROLL ENDS) N 6• • HORIZONTAL LAPS. ALL 8EAN6 NEED TO BE TAPED WITH RORTIBER SHEATHING TAPE / I' nN LM .FATAL LdTH \ 5C X X X� I LATH VERTICAL LAP TO BE P I ^ ' �� METAL LATH WINES LAYER -1, STUCCO WRAPP 1' nth PAPER dP OW , / ( ' � LAYER \ I 2 SCALE, I I)2•.I'-®, I. N LATH LAP. 4' OVER Au LAP VERTICAL LATH & PAPER DETAIL WOOD SWEAT SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO BUILDI FRAMING MEMBERS. PAPEF THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0)S4T5-M. (ITN-MM) , 6TUCC WIRE AT INTERVALS NOT MORE THAN V (221-MM). AS PER ASTM CI063. (4) KIC KO UT FOR IMPAIR OF TEARS IN WRB LAYERS, TEARS DETAIL MAY DE PATCHED BJMOUSE WRAP TAPE PER AN MUF. SPEC. OR PEEL N STICK 10 FLOW, mop bp� � iEk7EAAOaR LLY) A PRAE on 0 A NI« -LIT R..RN.M (E'd DmA L1 d BIM RMTALL FLAGR AT 111101T Q IOOP a pIAIJ, NTpERC11LA OR INSTALL FASTENERS (CLIP6, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMNG NAB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH 6')ui' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' OMP-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. 4'R4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PLAS14NO TO EXTEND ONTO PIPE ]' THICK 3 COAT CEMENT 9 6' CONT. BEAD OF SEALANT PLASTERl�� ) INSTALL APPROVED HOUSE4RAP AIR METAL LATH INRLTRATION BARRIER OVER WRB LAYER -2, FORTIFIBER SHEATHING BUILDING PAPER ELASTO.IERIC COATING OVER STUCCO/ G.V. PNISN (SEE TTP WALL SECTION) SHEATHING SECTION C N EhsREx YMna sn p mend Exterior of th the application cement plaster anon comps wnd, the requiremerlte of ASTM C 928-1 Bb. Installation of exterior lathing and framng shall wmply with ASTM C 1063-19s, or ASTM 1787. x•����•c•�.�I�mwTl 4'P4' SELF-ADHERNG MEMBRANE FLASHING (COMPATIBLE W/ HOUSE IIIR4P MATERIAL) OVER APPROVED HOUSE WRAP. I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OFF SELF-ADHERNG t'EMBRATE FLASHNG STEP 01 WOOD SHEATHING OR CMU WRE5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED Z D'XD' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT iD L WALL SHEATHING) r2 CAP SHINGLE - DO NOT NAIL, It INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS O"L" FLASHING N.T.S. T4:1i 4• 6, TION DETAIL ( LEGEND WRAP MATERIAL) OVER 4'P4' SELF -ADHERING MEMORAdE FLASHING OVER APPROVED HOUSE WRAP. FLA&1MG rO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE CF SELF -ADHERING MEMBRANE F'LASHMG DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.1.1 / ASTM C-84-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T E C T R 6 GrbuspO- . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 w .abdeslgngroup.com AA #: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 813.88E-2802 D 4 07/09/21 SCALE: 1/4"=1'-O" SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2- SIDES, 3- TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 50 AS TO DEFLECT ii WATER AWAY FROM JOINT$. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL r I•X , JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO OY� CAULKING • JOINT ALL A ARAINDS. PER SECTION R703.7 Exterior Ieftno and daeterin9 BACKER ROD Exterior use of Portland cement plaster shall comply with the application •� requirements of ASTM C 926-18b. i X, 1 Installation of exterior lathing and framing ;(;7C shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER 01, x STUCCO WRAP ; HOODED VENT }' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER h, STUCCO WRAP LAYER Q, FORTINBER BUILDING PAPER WOOD CONBTUCTION —METAL LATH a' CMU VINYL CASNG BEAD W RAISED BAND V TO K' MID -WALL '-� nsoo areren 6' WIDE STRIP SELF ADHESIVE FLA6HIN5., CLEAN MA60NRY BEFORE APPLYNG Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (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 R-103.11 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH V 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHINCs FLASHING WRB LAYER 01, UNIT STUCCO WRAP PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIF15ER BUILDINfs PAPER SEALANT TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER LAYER 1, STUCCO WRAP LAYER -2, FORTIFIBER 68 DRYER VENT (BLOCK) Ya' TO lb' MID -WALL WEEP SCREED BUILDING PAPER METAL LATH WOOD CONSTIRACTION —FINISH aIOODD 6' SELF-ADHESIVE FASTEN TO WOOD STRUCTURAL FLASHIWx 8' cm MEMBER • 1' O.C. MAX BUILDING PAPER WOOD FRAMED CEP OVER 'QUICK FLASH' F_ WALL eJj[eDWALL I HORIZONTAL WEEP SCREED-' ( FRAME TO FRAME) PIPE THROUGHL =` _y, 6' WIDE STRIP SELF :.: LASHING., CLEAN HESIVE FBEFORE APPLYING.WAL MDA60NRY 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPE', UNDER 'QUICK FLASI 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 APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLINCs ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY15LEND FOAM """— "' "" "" �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARCsER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION V _ FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) HOUSEWRAP BELOW CUT SUCH THAT e NO MEMBRANE ENTERS BOX, APPLY TO FACE 7V EDGE ?: APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 S' WRB LAYER "I, STUCCO WRAP APPLY ' MIN MEM13RANE FLASHING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER e2, FORTIP15ER BUILDING PAPER 5TE P *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP #(o OELECTRICAL RECEPTACLE A R C R I T E C T R Gr%al 1441 R. RVRNLV RCXUXR OLY V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.wm AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2628 F. 813-9862602 aunuiu� WOOD SHEATHIN WOOD CONSTRUCTION 1/1 HAT CHANNEL TYPE 'X' DRYWALL WOOD SHEATHNG WRB LAYER -1, STUCCO WRAP ]' THICK, 3 COAT CEMENT PLASTER EXT. WOOD FRAMED WALL .WRB LAYER F1, SUM-FLOCR DECKII•Y STUCCO WRAP WRB LAYER F2, FORTIFIBER PRE-EN31D TRUSS BUILDING PAPER ]' THICK, 3 COAT CEMENT �AR�ER PLASTER WEATHER RESISTIVE - 6' BAR • TOP OF WEEP SCREED BARRIER 7 TO SHEATHING BEHIND WEEP SCREED T' 3 COAT CEMEN �THICK 4' POSITIVE DRAIN IICFP A4r R_FF__n METAL LATH _ _- WOOD BHEATHMG 6' SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED y TO SHEATHING BELOW WRB LAYER'I, STUCCO WRAP , 'I WRB LAYER 4, F-ORTIF15ER 1 BUILDING PAPER `'^` "`6' SELF-ADHEREING ��.. - FLASHING WRAPPED WRB LAYER F7, • CORNER OF CANTILEVER STUCCO WRAP �v AMICO AM66-WRUC-T80 - I y ° 4' POSITIVE DRAM CUSTOM CASING BEAD 2 ' IICCP arrocFn r% V GAP FOR BACKER EXTERIOR GRADE I%= 4 SEALANT - DRY WALL a• I' THICK 3 COAT CEMQNT VINYL CASING BEAD POSITIVE DRAIN WEEP SCREED PLASTER vINYL r�^�P we_ WATER PROOFING I G NO GAP IN PIELD VINYL CASINBEAD LAYER (2 LAYER PEE (6HOUN FOR CLARIFICATION OF 4 STICK) SEPARATE AGCE88ORIES ONLY) 0 CANTILEVER DRIP EDGE NO GAP INFIELD -� (SHOWN FOR CLARIFICATION OF FINISH LAYER (2 LAYER 3' 3' 26GALV. SEPARATE ACCESSORIES ONLY) PEEL 4 STICK) METT AL DRIP EDGE CASING BEAD SET IN FULL BED CF 6• PEEL 4 SEALANT.NMN DTL. ® CANT. •DRIP SPACE FROM DRIP FACE TO TREX 10 A SCALE: I I/2' • I'-0' EDGE TO EDP Y: GAP FOR BACKER NOTE: I NXI Yi P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER METAL LATH: LATH TO 5E PER SECTION CONTINUOUS US VINYL CASING BEAD R'1m3,11 / ASTM C-&4'1-14a, MIN. 2.5 LBS. WATERPROOFING"` LAYER (2 LAYER PEEL 4 WEATHER RE818TIVE WEARIER PER SQ. YARD (UTILITY OR NOMINAL il`I"DFROM BALCONY DECK TO�wa WEATHER RESISTIVE BARRIER CANTILEVER LATH DOES NOT MEET SPECIFICATIONS) 6' PEEL 4 STICK • DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP SUB FLOOR EDGE WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE -- - - - -- - ----- - SET IN FULL BED OF WEATHER RESISTIVE IVXI % P.T. OR SIMULATE SEALANT,)S' MIN BARRIER -1 WOOD (TREX) FILLER SPACE FROM DRIP 3/4 RESILIENT WEATHER RESISTIVE CONTINUOUS v� TREXTO BEAD HAT CHANNEL BARRIER *2 ).'GAP FOR BACKE ROD 4 SEALANT WATER PROOFING: IN FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 VINYL CASING BEAD ]' THICK, 3 COAT CEMENT PEEL . STICK) 3/4 RESILIENT STICK) WRAPPED FROM BALCONY DECK TO PLASTER HAT CHANNEL CANTILEVER COAT CEMENT 5/8' TYPE 'X' DRYWALL I METAL LATH PLASTER3 W/TEXTURED 4 PAINTED WOOD SHEATHING METAL LATH FINISH 8)8' TYPE 'X' DRYWALL WOOD SHEATHING ]' THICK 3 COAT CEMENT (2) 2x12 HEADER W/TEXTURED . PAINTED WEATHER RESISTIVE PLASTER FINISH BARRIER "1 WEATHER RESISTIVE ]' THICK 3 COAT CEMENT CARRIER a VINYL CORNER BEAD 4' POSITIVE DRAIN I IICFP P�•e`Fr"] PLASTER VMYL CORNER BEAD 4'cFPOBNIT-1a DRAM - ---- VINYL CASING BEAD VINYLFOR NO GAP IN FIELD VINYL CABMG BEAD CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION O11D DRIP EDGE INSTALLATION W/TEXTURED 4 PANTED FINISH ]' THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER "2 ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN x9FP w.2 NO GAP IN FIELD (SWOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER -2 6' SAF. \ -PEEL 1 STI`CIC i-I J6'x3• 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA. GALV. METAL DRIP EDGE SET N RILL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER h WEATHER RE818TIVE BARRIER 4 � EXTERIOR COLUMN COLUMN BREATHING L E G E N D \PEEL N STICKF SUB FLOOR I K'XI )S' P.T. OR SIMULI WOOD (TREX) FILLER CONTINUOUS Ys' GAP FOR SEALANT OPT. BACKER ROD. — • MODIFIED W 3/4 RESILIENT HAT CHANNEL S/S' TYPE 'X' DRYWALL W/TEXTURED 1 PAINTED FINISH ]' THICK, 3 COAT CEMENT PLASTER FI6' SAP. I J XV 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1,41 X 3126 GA GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT,)J' MN SPACE FROM DRIP FACE TO TREX WATER PROOFNG lot LAYER (2 LAYER PEEL A STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ]' THICK, 3 COAT CEMENT PLASTER \ `METAL LATH WOOD 844EAT1IING 4' POSITIVE DRAIN IICFP A/'RFFI'f DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER 51JILDING PAPER) METAL LATH VINYL CORNER BEAD J / ISHOLLN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING 2x PRAMNG MEMBER i' THICK 3 COAT CEMENT 2 I rAP I.IEen FASTENED TO SHEATHING • l' O.C. MAX. C "i WOOD SHEATHING METAL LATH WRB LAYER -2, FORTINBER BUILDING PAPER 14A CORNER BEAD ® FRAME �l21/2°1�_ CORNER BEAD (FASTENER 4 SPACING: 6 l' O.G.) GMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WRB LAYER M, STUCCO WRAP STUCCO WOOD OR 111ro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WIRE, LAYER 62, FORTIFIBER BUILDING PAPER\ METAL LATH J' THICK, 3 COAT CEMENT PLASTER f6'SELF-ADHERING FLASHING , WINDOW FLANGE SHEATHING WR5 LAYER 01, STUCCO WRAP WR5 LAYER -2, FORTIF15ER i BUILDING PAPER METAL LATH (EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) UIRB'LAYER h, STUCCp WRAP WRB LAYER 02, FORTIFIBER ' BUILDING PAPER X METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) A R C H I T E C T I GZOF 1 .. RVIY RCXIiXIY 6 IU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesiglgroup.com AA #: 0003325kh J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-BB6-2628 FAX: 813N386.2802 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER R METAL LATH (EXPLODED d' THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WRB LAYER "I, — STUCCO WRAP VINYL ANGLED WRB LAYER -2, PC BUILDING PAPER METAL LATH — THICK, 3 COAT PLASTER —� 6'SELF-ADHER FLASHING — DRIP CAP — WINDOW FLANGE CASING BEAD C� WINDOW 15C (FRAME, W/BAND) Y1 GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER m STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP d' THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) IUOOD SIEATIMG ATHER RESISTI LLEVE BARRIER 9 UNAT1 ER W616TIVE BARR IER 4 UAS' AL SIDING LF- PLA6 IERING IL PLC AD R L �\ 1 LLEAT14ER RESISTIVE / \ \ BARMIER 9 STARTER STRIP \ \ UJEA ER RESISTIVE BAR`\ it, 6' 6ELP-ADIERMG I � _ i PLASFIING \ GALVV METAL GALYD METAL•Z' PLAGWING Z. PLASIIMG DO NOT Cd1LK OR y LLpIDOD TRIM MEMBER / IY1•-X- TRQAGNdl IM UIPW MEMBER ORCAP WCAUL APMWVE KALLAANT CASM SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. METAL LATH PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER fl, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER WOOD CONSTRUCTION BEYONDR3.�MG RIB BUILDING PAPER / i WRB LAYER "I, WOOD SWEATIING 77 THICK 3 COAT CEMENT. ]T _: ; STUCCO WRAP BARRIER RESISTIVE ,I/QIEATHER BARRIER 9 BARRIER 9�T6018LAP PLASTER :. i a1eR RESISTIVE / / ZIKR TOP / WRB LAYER 02, FORTIF15ER u%`aREAAL SIDING. NG VINYL ALED BUILDING PAPER �\ LLEIER 1,9E61erIVE CASING BEAD j - = METAL LATH \ \\ //CARR IERaelerlve / VINYL CASING BEAD i STARTER STRIP \I \C.ALVVPLAS+ THICK, 3 COAT CEMENT METAL I (EXPLODED i' Do Nor CAULK aR vIEW FOR PLASTER oEama ° °R / CLARITY) GALVD METAL WEAKER RESISTIVE 'Z' PLA6IMG BARItllR 9 TO LAP iB6 OP Z�PLABOVE MGTOP TRIM MEMBER CA6BJG I Y' X 6' SIMULATED -LE (W I (LLV%' FLEXIBLE PVC \ / i BIaOD TRIM MEMBER IDLE BACKER ROD) \ / ' SELP•ADWERING CASING BEAD (9 RAISED ^+°°"ER"G I I PLA6IMG BAND (FRAME) 761 � CEMlNT 9ASTER `\ ;' OR APPROVED SCAP EALANT ``'IIJEATWER 1'7 A CATCHER RESISTIVE DARRIER RESISTIVE SCALE: 11/2'=I'-0' E-2 aid= BEATWER RESISTIVE VINYL CASING — SARRIER 7 (WAS' "XIBLE PVC' BACKER ROD) SIDING TO STUCCO IRAATMER RESISTIVE ® FRAME TO FRAME 6ARItleR a TRANSITION 1D LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH 'a WINDOW FRAME �( .../...._...... ...—.......... — ......... - — WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED LN ] -FOR CLARITY -----------------------------------------------1----------------------------------------------- Y4' OAP TYP 9' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANTS TO WINDOW f---METAL LATH WINDOW FRAME WINDOW FLANGE WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE \ BEAD VINYL CASING 2X FRAMING (Wl (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP •-----------------------------------------------------------------------------------------= EZ BEAD WINDOW CASING 1 R C N I T R C T 8 GDes�n rou LLD. 1"I N. NVNALN NeAI nLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813- 26802 �ul�l �°omo°000,. mouvnQ CARE SHOULD BE TAIOMN IN KEEPING THE VENT PROPERLY 4 %S" AN010- SHOWN IN 4' GALVANIZE. ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE USING 1-1/f' NAILS AT EACH CORNER. ROOFING CEMENT SHIXILID BE APPLIED TO ALL SHINGLE EDGES NEAR THE CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMENDEDINSEVEREW£ATIERCOASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE VATH TIE COMTRUCTON ZONES, CHART SHOWN. IN THE EVENT A MECHMICPL VENT FAN IS USED, S1ZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS MEN CUTTING THE OPENING IN THE ROOF. REMOVE INTERFERING SHINGLE NAILS MOUND THE PERIMETER of THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIOE FLANGES OF THE VENT UP AND UNDER pA VENT FLANGES TOIAV ON TSHINGLE OF TLOWTNGUES TE TOP OF THE SHINGLES. IF ROOF HOOD VENT DETAIL SCALE, NTS CUT HOA TEMPO FOLD-1 HICK P AT 4D' ANfdE W.E EL LEA a H In, MODFIED 'I- art INHOUSE RAP LINE OF WINDOU OPENING FOLD IN AT \ APPROv[D NOUBEWRAP OVER SMEATNNG OVBR B,D ETC WALL SLOP STEP I PLASWM OVER NAILING FLMri! JAMBS I SEA FLAMING MINI I' N BELOW NLL \J/\ FLEXIBLE FLASNNG DO NOT SEAL BOTTOM FIN STEP 6 ' 'S k "TALL S' SELF-ADHIRNG 1L.ASHNG OVER VKTL HEAD RASHM MATH END DAME) NAILING FLANGE FLASHINGV MIN BEYOND JAMS FLASHING INSTALL VINYL CAP PIPE AND OVER FLANGE ALIGN FLASHING WV INi. EDGE OF SILL RO. MECHANICALLY FASTEN PANNED ED"& (CAP NAILS, STAPLES) INSTALL OUP NT PLEXLLRAP AS TH PLASHING AT THE FOLD HOUGE~ DOWN 4 TAPE DIAOCNAL CUT 4 ACROSS HEAD OF WINDOW MN PLUMBING VENT DETAILS SCALE,NTS WPLY »' 1F SEALAN AMSS ANC L PLY TO ANOOW NA LANCE IN 4E-HV.C4 TOLES OR INSTALL W WIDE ADHESIVE - BACKED FLEXIBLE FLASHING MATERAL OVER DRIP CAP JOINT (PRDTECTO-DAMP BT-20)4. w EONV1 STEP 7 140 STEP 8 _<N�) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 FL4'ORNE FLAA"W. OVER OVER JOINT 3&' VADE VALLEY FLASHING SU4 OR HEAVIER FELT UNDERLAYMENT ASPHALT ROONNG CEMENT VALLEY CENTERLINE FASTNERS wTHIN B' OF CENTERLINE II TFATNER END%S IN OF SHINGLE _ND END SHINGLE AT LEAST I2-BEYOND VALLEY CENTERLINE / 1' CLIPPED OFF CORNERAT—GREES GSHINGLESTRIMMED 2"BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE. NTS APPLY 061 H2U (O NQJAL) SEALANT 1 FLUID APPLIED PLA914NM(LANC0 WHITE -SEAL RC-64 OR EOJAL). SLOPE SILL TO EX LL IL THE CONTACTORS IESPONSIBILTY TO VERIFY THE COMPATIBILITY CP ALL PRODUCTS NOUDRG NOU6EIWAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED OURING CONSTRUCTION. 2. NSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WAR0*6 SEALANTS MAY REACT ADVERSELY P NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT No I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY CP ALL PRODUCTS INCLUDING SEALANTS A SELF -ADHERING FLASHING MATERIALS USED OURNG C4"TPIUCTIOFL 2. FLASHING AT EXTERIOR WINDOM AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE BATH MANIIFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD 1.1 OF FBC RT09A U N ACCORDANCE ATH FENESTRATION MANFACTURCRS INSTALLATION AND FLASHING NSTRUCTIONS. EIA�1@Yit SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NT8 A R C N I T E C T 3 rDCi s! n LUINUW V VU, M JL /DV PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-8 628 00 FAX: 813-8862802 �aiuivie 1 I I E----- - I I I \ —2x6 SUB-BANb W/1'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1° DRIP EDGE 1\\ g� '' e '1/8' TEXTURED I \ FINISH g WOOD I \\ 2Xb SUB 1/81/2' TEXTURED \ e ; FINISH 's CMU / \ METAL FASCIA \\ WRAP FROM \\ STUCCO, I' FROM \ \ I;a WOOD WALL \ \ \\ A ``—EXTERIOR WALL \ (FRAME OR CMU) \\\ a \ NOTE NOTCH FOR 2X& SUB BAND ONLY U . 1/0' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH i WOOD SHEATHING OR CMU WRB LAYER 7, STUCCO WRAP (FRAME ONLY) UIRB LAYER 02, FORTIFIBER BUILDING PAPER - - -- (FRAME ONLY) cY1l �/ Sj\\ VI ROOFING CEMENT —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) \' DRIP EDGE, I' OFF WALL ' NOT INTO STUCCO) DRIP ECGE METAL KICK OUT 1l/8' TEXTURED FINISH A `�\\\ )WOOD, 1/2' TEXTURED FINISH o CMU 2xb SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL/4N A PRE-ENG'D TRUSS TO BE CUT w WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -O' SCABBED TO TRUSS W/12d NAILS fo'-8' O.C. MAX. 2x SUB -BAND 111/1k'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL ® WALL 3• x x x x x x x x x x x x x x 3 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x WALL KICK -OUT FLASHING x x x x x x x x x x x x x x x x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. V ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR SUB BAND DETAIL® WALL CLARITY W,/KIC K-OUT A E C N I T E C T 8 6 Gamsoi n l4i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.00m AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 813�86-2802 'gill 11 annnui SVHDIV. & LOT: 44 SILVERADO LOT #18 BLK #10 PROJECT# 03719.000-18102 MODET- 2368— D GARAGE SWINM LEFT PAGE: WALL ASSEMBLY D TAILS 07/09/21 SCALE: 1/4"=1'-O" SHETT A �? dd A6 4" CONC. SLAB 4�m 'MWI 17'-2" 15'-4" 15'6" 4'1" T-10" 3'6&' TOP OF � !4 SLAB "' ------------ 1 TE-1 r —II _____ — — — — — —3FM IIIIIIIII FM-i6X18 1 i 16X18 IIIIIIIIII t.1t 4" CONC. SLAB 14 4" PVC x CHASE 9'-2" 3' -3 1/2" ------------- 3' -8" IF L-JEXTEND I illy SLAB 1 1/2" r 11 I � 1111 N c l I I 11 ~ -3 1121' I 10'-9" 2'-5" L TE-2 l I� X I l0 11i1 1.1 � IN M U-0" FIN. ELEV. FIN. CONC. SLAB 1 ; 111 1" PVC CHASE I I 1111 FOR ELEC. @ I ISLAND I I i 1 `il I Ile 'll I I I ii 1 I I i 1 1.1 13'-2" i 34'-10" I I I Y 11 W 5'-6" 2'-B" --- -----TE1----------------- 1 L---- 3 1/2"A EXTEND Y I i.i SLAB 1 1/2" I I O I I I I I I 5 I Iw m I 13'-4„ 24'-4" ( 20,-0„ I 2 I I 1'1 "v7 I EXTEND FM_16X18 SLAB 1 1/2" ----, mXU� IIIII 5_"3112 5'-5" zm 8 -5 1/2' —— —M-16X18 — —--- X M-618--------- —is -----18---J IF 4 TE-1L IL 4 ,-4" 8,_0„ 1'-8" SL1 16_0" 6'4" T-10„ T-2" 28'41" 48'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-O", 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. 11.13INDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-O" 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 I REINF. REMARKS 6x6 W 1.4-1 A OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT FM-16x18 16, CONTINUOUS 18' - FMC-16x18 16" CONTINUOUS 181, - #5 IN CURB VARIES F-24x24 24" 24' 12"TE-1 A#5 8" SEE PLAN 8" - TE-2 8" SEE PLAN 8" #5 IN CURB FOUNDATION PLAN SCALE: 1/4" = V-0" rA R C N I T E C T E-1 GDesign ". 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdezlgngroupxom L AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BFAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813ZW2628 FAX: 813-886-2802 �mnm 30" MIN. EACH WAY MONOLITHIC FOOTING Z }} • ,v STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED — e CELL SEE PLAN FOR SIZE AND < d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ° R SPACING REQUIREMENTS T �w r a W U W - I Jv wa to Q FM °; f N - Z e" CMU WALL O 8" CMU WALL , . CORNER BARS, SAME SIZE AS LARGER BAR I O t0 g p Z FOUNDATION WITH 30" LEG EACH 0'-0" ° DI d WAY AT ALL CHANGES IN DIRECTIONS W TOP OF SLAB TOP OF SLAB I ., °I SO THAT THE STEEL REINF. IS CONTINUOUS Tr7AND ....,� MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4 CHAMFER (1-STORY) a -VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH I -ILL CONTINUOUS STEEL MONOLITHIC �° FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/T ISOLATION°'., JOINT (WHERE • • e" CHAMFER (2-STORY) #3 181, #4 24 SLAB W/ 1/2" ISOLATIONCHAMFER CHAMFER (1 STORV) (2STORY APPLICABLE) z SEE SCHEDULE #5 30' JOINT (WHERE APPLICABLE) SCHEDULE Z WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE „ xD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" ON EXTEMO-FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALERIOR — n GARAGE S°ALE:3 "_"°" �CORNER BARS DETAIL @ SCALE. 3/4"=1'-0" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W RECESS W WALL W/ SYP j 0 0- I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ 4/rEPDXY co W e" j N NEW REINF. BAR d SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP 7/2'X9" WEDGE ANCHOR Wl2' ul m W U O SECURED W/2-PART S WASHER SET IN HIGH STRENGTH PLATE N (A 2" CAPPED a EPDXY. MIN. EMBED 5-1/2'EMBED. MIN. @ 16" OC GALVANIZED PIPE W/FLANGE BASE J Q 8", UNO ¢ FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. BTM AND TOP PLATE CURB FOR MASONRY @ N 0: I SPECIFICATIONS FOR USE AND PREPARATION OF ANCHORS W/ tOd x 1 1/2" COMMON NAILS FILL ALL U UNITS SET 1,0 AT ELEV: M I 4„ HOLE. HOLES, DO NOT USE 10d W Z x 3" SEE SLAB SCHEDULE SECURE FLANGE TO Lu J ` K SLAB W/(4) 1/4" X 21/4" p O}. +_ 0`0 > TAPCONS TOP OF SLAB QQ- Q RECESS AROUND GARAGE • DOOR OPENING � 4 : . •, SCALE: 3/4"=1'-0" EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION LAP TOP PLATE A MIN. OF 48"---__,f�� AND NAIL W/16d COMMON—'ll®_1r11 SCALE 3/4"=1'-0 (W/ UPLIFT) 5 NAILS, 2-ROWS, 4"O/C BTM. SCALE: 3/4"=1'-0" SCALE :34"=1'-0" LAP TO OCCUR OVER STUD OF WALPLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY LAP TOP PLATE A MIN. OF 48" NAIL 16" O/C STAGGERED. AND NAIL W/ 16d COMMON ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN NO SPACING REQUIREMENTS N UPLIFT IS PRESENT. 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z W SLAB SCHEDULE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO 4 (L Q +- BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10tl MASONRY NAIL jr- C [SEE TOP OF SLAB 16' O!C STAGGERED. ¢ W a ADDITIONAL METAL CONNECTORS NOT a REQUIRED WHEN NO UPLIFT IS PRESENT. 0: ( O 8" CMU WALL Z POURED LINTEL CONT. (TYP.) 4 - •� < 8" CMU FILLED CELL (TYP.) TOP OF SLAB ` -I• SEE SLAB SCHEDULE EQ. EQ. EE SCHEDULE _ 2X WALL FRAMING WGROUTED FOR WxD, BAR SIZE +� 0'-0' ° SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5" AND BAR QUANTITY TOP OF SLAB - a° Z Z n MINIMUM EMBEDMENT INTO "ISOLATED COLUMNPADALLOINTERIOR CELL, 4' FROM ENDS AND CURB FOUNDATION WOOD WALL °� m "� CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX O scALE:3/4"=r-a' (NO UPLIFT) ° • ! POURED MONOLITHICALLY WITH __�� FOUNDATION AND SLAB SEE SCHEDULE - SEE SCHEDULE ---"-'T FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY VARIES B' FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3• , 3' E__'�INTERIOR FOOTING AND COL. PAD BLOCK WALL CONNECTION 111 (NO UPLIFT) 10 SCALE: 3/4"=1'-0' 'a i (U 5-CONT. SHOWER RECESS FOOTER 12 SCALE: 1 "=T-0" 1 R C N IT EC T 8 6 GroupOL 41 N. RONALD REAGAN 8LV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W.abdeslgngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886.2802 �v00000 . e1 13'-2" 6'-2" T_9" 5'-4" 4'-10" 0 io '4 Y rn "v N Y 60 N M a 2'-1" N 2' 9" 12'.7" n 13'-3" u7 a v "4 in ap m '4 a Y a N M W C] EO N 4 O N IV V v q "° v Y tO NIT oa a 4 �2'-10" -8" 18'-0" 10'-6" Ei 27'-4" DOWEL PLAN SCALE: 1/4" = V-0" N C N I T E C T 8 6 Grou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 Ww Abdesigngroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE —4 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134386-2802 �nnmiE TIE VERTICAL REBAR TO HORIZATIONAL REGRBAR W/ 1 I' HOOK CUTBOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. Z TO HORIZONTAL REBAR W/ 10" HOOK a a GROUTED BOND BEAM 2 VARIES PER ELEV. i 4.4 o_ g 9I 1 ¢ ¢ a la. • � O � #6 BARS m 8" I_ 10"HOOK ° ^Ta • „y_ a ° � CLEAN OUT REQUIRED K FOR INSPECTION m ao v I • . • • Q Q m 0 0 0 1 -0„ " FIN. FLR. J 0 TIE RREBAR TO HORIZONTAL al b a a n REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z� O #3 18" #5 3 ro ARE NOMINAL SIZESNS „ #6 306.. #7 42 OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18" METHOD #4 24"30„ ' MASONRYLSYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL 3 REINFORCING 2 REINFORCING "� 36 #T ar SCALE: 3/4"=1'-0" 8" x6' MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE ❑ © BLOCK AS SHOWN W/#5 m DOWEL IN FOUNDATION. DOUBLE FILLED CELL 4 SCALE: 3/4"=1'-0" IICNITICT6 6 GrousjOR 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeoigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813586-2802 14 1 I�iliniAll 1111 ` J 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/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 SIZE 6 DESCRIPTION REMARK O (2) 2X12 GENERALNOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606. 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 4021602-16) 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 REINFORCEMENT<000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-15000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/6" AGGREGATE, 8" TO 11" SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615/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 HARE 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 2O0OPSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN FM = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL, SECTION R606.6.3 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 6-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REMAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. 0 _EkRRWRRifflE]1 8F16AT/OM/013 8F16-iT/0M/0B 8Fi6-iT/OM/iB 8F16-1 T/0 2 8Fi6-1T/OM/0 1 PRESTRESSED 1 2.1 I I I I I I I AH7T I I ❑ I I I I I I I I 8F16-1 T/OM/1 B I 0 0• I I L J r - I UNO. PROVIDE BB1 • mo WHERE ROOF Q TRUSSES BEAR, TOP o OF WALL @ 9-A" UNO � I I LL I I eD I m 0 I I � I I I I I I � 0 I I I I I I I -------------------- m O_ O ' fb LL 1 p L O m LL m mma F14-1T/0 OB AH7AB ECESSE N8F36-0 8F36- /0M/1B iT/ 1 PRE- S ESSED - - - - - - - 8F76- /OM/1B LC RGE U LIFT BEAM PLAN SCALE: 1 /4" = 1'-O" I R C H I T I C T 8 6 Design Grou LLD. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.andesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134i88.2828 FAX: 8134M6-2802 NOTES TO THE INSPECTOR/CONTRACTOR TYP. 89c8" i#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �0F REINFORCING L2 ( ) ORCING 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) iR5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#�` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR ""16'5. �D BAR W/ 30" FOR EACH p`I�� COU SELOF BOND BEAMD THE DOUBLE BIS OMITOND TED AND A LINTEL 5 PLACED. THE STECOINCIDE WITH A LINTEL THE EOM BOND BEAM #5 CORNER LAP COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 TOP OF THE LINTEL. / 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8 I' VERTICAL REBAR W/ 10' HOOK TOP OF p05' FER Bx16 DBL. BOND b pFt� BEAM W/ (1) #5 BAR BOND BEAM / EACH COURSE •\O�� p Bx8 BOND BEAM TOP OF • BONOBEAM W/(1)#5 BARI—,, 30" TYPICAL �OQ��\� I F =FILLED W/GROUT I\ .�\�O U=UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT #5 BAR IN BOND BEAM BEAM COURSE � SEE NOTE 5 A\a AGO 16-1 T/1 BxB PRE -CAST CONCRNOMINAL— LINTEL W/ (1) #5 BAR (HEIGHT LENGTH OF BAR = WIMASONRY 7/OFB # OF #5'S, TOP ORE"'NG-2"BEAM CORNER DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORREINFORCING THAT XFXX-1TIlMI08 INDICATES A DOUBLE BONDBEAM #SS, BOTTOM 8x8 PRE -CAST CONCSCALE: 3/4"=l'-0" OF BOND BEAM 1 ANDXFXX-1T,9M/OB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LITISTHIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX- lTll M,DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" _ EMBEDMENT #5 BAR BENT AS SHOWN 3 2x6 (MIN 2 X 3) 23116 TAPCON ., 1", PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE. 145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4") 8" = SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 0 EMBEDMENT 0 _ 2x8 (MIN 2X3)2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END V/2X4SOLID BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" DEB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP U SCALE:I IMZ'=1'-0" SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=1'-0' V PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. ISINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLEO CELL BOND. BEAM Bx8 CMU PIER � PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF, SAR(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'-0" A R C N I T! C T S GroupOLL C. "I N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W ww.abdeslgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 PRINT 07/09 21 DATE: SCALE: 1/4"=1'-O" SHEET S2.1A A R C N I T E C T i FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALLAND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 8" FROM THE CENTER OF THE COLUMN, FRAMING PLAN SCALE: 114" = V-0" GrouOL� 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 00 DRAFTING BY; A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH; SIM86-2628 FAX: 813-888-2SO2 NINI�III �auiumr rU13DIV. & LOT: SILVERADO LOT #18 BLK #10 8TIING: FRAMING PLAN J DATE 07/09/21 BcALE: 1/4"=1'-O" 8FIEET Illik s3 A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Z' x 4", 6", 8" x 4'-0" 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, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U.2705 LBS (2 PLY) 81 1 B 4 C TYPICAL TRUSS/ I f•l r" I" GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0" SS SERE BACKERBLOCI( THMESS 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE W (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2z6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. SEE SHEET St. to FOR NAIL SIZE AND PATTERN �,�I-JOIST CONNECTION @ L.B.W. �+ SCALE:3/4"=l'-(I(NO UPLIFT) OUTER 113 OF SPAN ONLY BTM.- PLATE DEPTH 1/4•0 —HOLE EDGE >5/8" —HOLE DIAMETER 215•0 SGL. STUD HOLE EDGE >5/8" 01 HOLE DIAMETER < 3/5•D DBL STUD STUD NOTCHING AND BORING LIMITS v SCALE: 1 12"=1'-0" ENGINEERED WOOD TRL 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22"x4", 6, 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. 1—A41) SIMPSON LGT3-SD62.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS }' x 2 }" TO GIRDER B{l) SIMPSON FGTR GIRDER TIEDOWN WITH (2) j' x 5" TITEN HD TO CMU AND (18) SDS }" x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) j" x 571TEN HD TO CMU AND (18) SDS }'x 3" GALV. COMMON NAILS. tx2 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 = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0' F SERIES 8ACm BLOCK THEKNEB8 4500 3/4" WOOD PANELS 6000 (2) 1/2' WOOD PANELS 80 (2) 12' WOOD PANELS 90 2x LUMBER LSTA1220 GAUGE W/ 1'dx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A. B. WITH MIN. 7" EMBEDMENT IL L2-l'Nlll_l & (18)16d x TO POST.,ITDIRECTLY LVL/WOOD POST CONNECTIONS 5 NOTE: A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"• SIMPSON TITEN BOLT/J-BOLT, S" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) t6d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 V4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM201NSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) 1.4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C —J END WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 10-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� INTERSECTION TYP. /1 BTM. CHORD BRACING SCALE: 3l4"=1'-0' 6 EDGE CENTRAL SPACING SPACING SEE SEE TRUSS R OR TM. CHEDUL SCHEDULE SEE FRAWNGPLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d 51/2' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. - Z 2. END OF FRONT AND REAR LEDGER SHOULD O1 LAP A MIN OF 4'-0". 3, ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6' 0/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAYBE USED, SAME NT LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGESPACING CENTRAL8PACING A DOUBLE 2x8 12" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 2x10 3/4, 8" O/C 24" O/C E DOUBLE 2.10 3/4" 6" O/C 16" OIC F DOUBLE 2x12 3/4" 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 0'-0' TO 30'4" (1) "X" BRACE SEAMS) 30'-1"TO 60'-0 (3) "X" BRACE SECURE 26 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" 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 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT, 2.4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=''-a' 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 (Fl 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. ALTERNATE MATERIALS SCALE, 3/4"=T-0" A I C N I T I C T 8 6 Grou;LE. 141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 W W W.abdesigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: S134886-2628 FAX: 813-886-2802 04 9111111111! 9VHDIv" ds LOT SILVERADO LOT #18 BLK #10 WE DETAILS A'mz'VT DATE 070921 / / 9CAL.E: 1/4"=1'—O" SHEET S3.1A FLOOR DECK cm 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3116"' 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'-0' SIMPSON H6 W/ (8)8d COMMON NAILS 21 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 : N SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ tOd x 1 GIRDER TRUSS 12"HOG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" D8L PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 8' O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION LL O Z LS/7 0= pp U PER ELEVATION -z 1X2 FIRE -STOP 1/4 1/ NI #8 WOOD SCREWS 'M xZ'LONG@3"O.C., �IIIIIII STAGGERED OFF CENTERLINE OFF 2x6; NI SHOWN SIMPSON A23 AL Z/EA.TRUSS NAIUNG PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING q ON EXTERIOR WALL SCALE: NOT USED 4 2x STUDS PER PLANS 2x STUDS PER PLANS DEL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: C TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG O.C.; NI 2z4 BLOCKING EA. BRACE. TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW D O STAGGERED OFF NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) CENTERLINE OFF 2x6; _ 3/4" AS SHOWN 2x4 BRACE C 48" O.C. w/ (5) 12d 1-4" MIN. FROM 2ND. FLR. FLOOR DECK NAILS @ EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 12" EXP, BOLT NI Stl RING SHANK NAILS @ 4" O.C. MAX , O C B OF FLOOR TRUSS 8"CMU WALL AT 16' U0C. AND 8" FROM // INTO BLOCKING (BT. 2 IS FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5-12" EMBED. 16d NAILS @ 8" O.C. MAX iX2 FIRE -STOP PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION LL ; Z o= NAIUNG PATTERN Qa�w PER ELEVATION m PER ELEVATION PER ELEVATION PRE-ENGINEERED WOOD 24" M PRE-ENGINEERED WOOD 201 .T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS @,2 O FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ .C. REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM RED. EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16C W/ TRUSS PLAN) AT TRUSSES PARALLEL (VERIFY W/ TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE:3/4"=1'-0' C PRE-ENG FLOOR TRUSSES NOT USED V O SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) C 24" O.C. NOT SHOWN FOR CLARITY) MAX PER ELEVATION FOR STRAPPING VERIFY PRE{NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUS8 TO TOP PLATE 518" GYPSUM BOARD OR 1/2' HIGH W/ 1/2" DIA. ANCHOR BOLT W/2" A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) l0d BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTELCOURSE PROVIDE DBL, TOP PLATE • O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. 0' AND TOP PLATE ANCHORS W/ 1. x 1 1/Z' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's C EACH FILL ALL HOLES, DO NOT USE 10dz3" 12"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED CIO-0"O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16' 1 Oa 10b 1 OCi OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL $ TRUSS TO POST CONNECTION SCALE: 3/4"=1'-0" -a• < A - SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. -• 8 B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1ANXSDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 1/'Z' BIDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U.1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIN 6" EXP. BOLT C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-12" NAILS TO POST. IRCNITICTR 6 Groupin 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeslgngroup.dom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-88&2628 FAX: 8134386-2802 IINI�I� DATE 07/09/21 SCALM 1/4"=1'—O" SHEET S3.1B PRE-ENG TRUSS(STRAP PER FRAMNG NOTES) 12) 2XI2 NPR WiFLITCH PLATE. ATTACHED W/(2) 2X KNEEWALL TO BRG. HT. META-24 • EA. SIDE SECURE TO CMU W/ I/21X9' ANCHOR BOLTS W/ 2' WASHERS PRE-ENG TRUSS (STRAP SET IN HIGH STRENGTH EPDXY PER FRAMING NOTES) • 24' O.C. (1' MIN. MTL, DRIP EDGE EMBEDMENT)-TYP. 2x SUB -BAND 12'-S' BRG. HGT. (2) 2XI2 HDR VENTED VINYL/ALUM. SOFFIT DOUBLE TOP PLATE I0'-10' TOP OF ARCH BSTUD DL 0 DBL STUD SP4 W/(2) SP4 (TOP 4 SOT.) (TOP 4 BOT.) 5'-4' BRG. HGT. 5' STUCCO 9'-2' SPRING BAND INE OF ARCH LL � Z LL 0 1— 6'-4' ENTRY SECTION —ELEVATION D B SCALE: 1/2'• P-m' A N C N IT E C T 8 Groou Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA p: 0003325 _. IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813SW2628 FAX: 813586-2802 SILVERADO LOT #18 BLK #10 PROJECT# 2368-D PAGE: ENTRY DETAILS JUL DAAT%V 07/09/21 SCALE: 1/4"=1'-O" SHEET s3.1c FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15132" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32' STRUCTURAL SHEATHING EXP 1 (32116) ,(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. l�) SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RINGSHANK, 23/6' 0.113 170,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) Bd RING SHANK, PNEUMATIC 2 318" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE lfZ' CDX OR 7/16' O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND ✓3d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) SEE DETAIL. ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r Bd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Z ZW o � W z to Q U N O Of 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES TYP. EXT. SHEATHING ATTACHMENT I C o: W RAFTER OR TRUSS ROOF SHEATHING Z � 3 m U BUILDING LENGTH R ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING C 161O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE CBd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF S LAIHINU to o #8 Z' DECK SCREWS @ 6"-W O.C. MAX C EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF C' SUB -FLOOR SHEATHING To GABLE -END I YP. 3/4" T&Ci SUB-FLOUH UEUKING GLUED TU ALL EXPUSEU MLMBtHS HIPRGDF L n ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-18 ZONE=-2T5 ZONE3=33.1 a3.1 ONE 3a =-33.7 ONEfi=-38.7 ZONE 31= S ZIX£ 2r=-38.7 Po_�_.PO a E EISKu02E�YTEOORY:B APPL11 ICABLE INTERI N PREESLIRECOEFFIOEW-1-0.18 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION ttPE SPACING REMARKS —CATION 312E TYPE CASE HARDENEDCOIL SOS GNUGEOOCRBUCK 1l4"DIA TAPCON MASOMV e, OIC i1 EMBED.,4"ENO DIST., 1. NNL1t?LONG. TO MASONRYroDNC. NO WASHER Itn"EDOE DST. a SGD, AL. E%T. DOORS CASE HARDENEDCOIL WINDOW/ODOR/FASTENED ­EE DOOR BUCI( Me DmEXPNJSION 15.OK; (1B'DIA) EMSED.,4"ENDDIST., 1X PT, SEE NOTES NNL1 tYC LONG. TO MASONRY,'WNC. dA BOLT 24'OIC(1D"DM4 3"EDGE GIST. wI1WA3NER WINDOWBUCK CASEHARDENEDCOL R,FFASTENED METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING r PT, SEE NJTE6 NNLI III LONG. S=E ED T°o 1Nul—RYICGNC - REQUIREMENTS IiG DOOR (2)118'TxA. 'TAPCON tt4"EMBED, S END. NO,WBEARINO o ' SUCK S PT, BEE NOTf 8 NO WASHER 18 0.G DST., 1 YZ' EWE DST. L To— SLOB BOLT " 2C WC DST. 3' EDGE pIST. 2XOVgIDOW BiHlt 0. 138°PAF X21/3' OIC 4-END. OISTI1lY P 9TEELOOL., SEE w,I WASHER �GGERED S NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NDA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWNG DOOR WITH A WOOD DOOR FRAME. lX MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314', STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT PROVIDE 6%AIRENTRAINED 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: FBCR 2020, 7th EDITION ALL EX POSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 40EMBER AISI SPECIFICATION FOR THE DESIGN OF PROVIDE S.MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TREATED. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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 EDITIOWRECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. 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 A10641A1064M GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES; ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non -concurrent 10 PST BTM CHORD -non-concurrent DEAD LOAD DEAD LOAD STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOODTRUSSES TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf 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 D BTM CHORD 5 psf BTM CHORD THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH p MINIMUM t01NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE T DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT DEAD LOAD TO RESIST WIND UPLIFT: tOpsF U CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DR WI BALCONY LIVE LOAD 60 DST WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WINDDEAD LOAD SPEED STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-18 (FBC R2020): 020) MPH 3- SECOND GUST EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBI LITV 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS' 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pSf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED By CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO. S SUBMITTAL THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM GAO, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING VIAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL A 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-076, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. BE SUPPORTED WITH 2 CHAIRS SPACED 3-0 OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N,O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER, 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 MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 6-4- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, M%ING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS. A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12" FOR NS AND SMALLER 2- FOR 88 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. 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. JSOLTS ARE TO BE STEEL A R C N I T E C T S 6 Grou02 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesIgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�888-2628 FAX: 813.888.2802 �a�miun SVHDIv. de L.OT: SILVERADO LOT #18 BLK #10 DETAILS 20 III "I DATE 07/09/21 SCALE: 1/4"=1'-0" SHEET s N-1 FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 70 STAPLES INSTALLED - FASCIA @ 16" O.C. MAX THRU SOFFIT AND J-CHANNEL AT NAIL 7D STAPLESINSTALLED HEM AND IN VALLEYS SOFFIT 10 THRU SOFFIT AT NAIL I HEM AND IN VALLEYS If. STAPLESINSTALLED @ 12" O.C. MAX (INTO ® FASCIA J-CHANNEL 30 (DSLOT ) IN J-CHANNEL MAX. 11CTA 11 A 7D STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 2X2 WOOD BATTEN 10 STAPLES INSTALLED Q7 THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. ELQ3 J" MAX .--c:4 lo— DETAIL D OSTAPLES INSTALLED, J-CHANNEL THRU SOFFITAND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT --"'I 30 J-CHANNEL j" MAX: 1"�CTA 11 C TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L' SEE DETAIL'A' ' SEE DETAIL'E" + EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D'— SEE DETAIL'E'— T EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER EMB. WOOD BATTEN SOFFIT(D O DETAIL B FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN �_. 2X2 WOOD BATTEN 10 (DI SOFFT INSTALLATION SCREW, ® J-CHANNEL--" BATTEN ATTCHMENT FASTENER SPACED 24" @MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO (D WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR BY OTHER 2 1(4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. moll 3.519 EAVE WIDTH { gg�• s?>�>F�>t>i!� � .375 375 OVERHANG) ROOF!>? f 4 3.625 3.625 .3. 66 5 \ 06 .03 12 CONCRETE; OA CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1� A R C N I T E C T 6 GrDesign j-, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdesigngmup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813-886-2802 �.oeomm. aUODIV. & LOT SILVERADO LOT #18 BLK #10 PROJECT# 03719.000-18102 MODEL.• 2368- D GARAGE OWING: LEFT PAGE: SOFFIT DETAILS 150 MPH CC 8.4 JUL\ 2 PRINT DATE: D7/09/21 SCALE: 1/4"=1'-0" SHEET SD1 I _AZ5 /r