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2368-DESTIN FOR: B R HORMN • �c • II: I 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 'vo6 y .I"9I` c0 PIN R�U1EW ®A�� Yr-�t-11G� . CVT Q Zt� pl- iixN STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DINE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS npa� prry�� Dal Rpz�mp�z� nj.j* -�W� HV✓IWY�V COI �`+��1 TM EDITION (20201) -ALL IACAL AND STATE CODES -OCCUPANCY - RESIDENMAIi GROUP R3 " CONSTRUCTION TYPE - VB 'YIN. INTERIOR FINISH — CLASS B -BASIC WIND SPEED - Vas =11 MPH Vasd=118 MPH -EXPOSURE - B :I —STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT A3 PER LOCAL AND STATE CODES ABV. ABOVE LAV. A/C AIR CONDITIONING LUM. ADJ. ADJUSTABLE M.C. C. ALT. ALTERNATE MER. AMP. AMPERAGE MIN. ED. BOARD M.T. CL CENTERLINE MTD CAB. CABINET MTL. CLG. CEB.ING N.T.S. CLR. CLEAR Pt coxc. CONCRETE R CPT. CARPET P.B. C.y, CERAMIC TILE PH D. DRYER PLT. DBL. DOUBLE RYwn. D.G. DUAL GLAZED PR. DIM. DIAMETER PT. DIM. DI�ffiFISION R. DISP. DISPOSAL RAD. DP. DEEP R.A.G. DR. DOOR REF. D& DOWNSPOUT RM. D.w: DETAIL S.E F.A. EACH SD, E" QUALM°" S T. EXFL EXHAUST SHTHGWR EXT. EXTERIOR SHWR. F.G./FX. FIXED GLASS SIM F.G. FUEL GAS SL. FIN. FIlNISH SL. GL. FLR. FLOOR STD FLUOR FLUORESCENT Sws FRDR FRENCHDOOR FTG. FOOTING TEMP. GAR. DISP. GAAR13AGE UGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT TOP. INTERRUPTER TO GL GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. HB. HOSE BIB H.C. HOLLOW CORE V P. HDR HEADER W ISLRFD W NUINSULATION o INT. INTERIOR WDw. W I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY OLINE PUSHBUTTON PHONE PLATE PLYWOOD PAIL RISERPRESSURETREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM SOLID CORE�EXf DR SMOKEDETECTOR S� HUNG SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS TOP OF CURB TOP OF PLATE TPOF SLMB TYPICAL SLAB UNLESS NOTED OTHERWISE VAPOR PROOF WASHER o WINDOW Wx off IRON DATE DESCRIPTION 24 19 ADDED 180-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/20/19 ADDED STONE CAP NOTE TO ELEVATIONS PG CS -COVER SH ET PG GN—GENERAL NOTES PG AI -FLOOR PLAN PG A2D—ELEVATION "D" FRONT k REAR ((6 12 PITCH) PG =-ELEVATION "D" LEFT $RIGHT ((i 112 PITCH) PG El -ELECTRICAL PLAN PG 1—PLUMBING PLAN PG g1— C}�ANICAL PLAN PG 91' j A[L8 PC D2— AI PG D3-P OD CpT� APPROVAL LISTING PG WAI-WALL A33EA[BLY DETAILS PG WA2—WALL A isr rn DETAILS PG W -W AS Y DE EETlADS PG WAB-W AS Y DETAILS PG WA8-WALL ASSEIIB Y ETAILS 10/14/19 UPDATED LED LIGHTS PER D.R.HORTON 12/04/10 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 01/27/20 ADDED MOWN CONNECTORS I.L.O. USP 07 14 20 / / CHANGED R0011 NAM PER D.R. HORTON 18/01/80 MADE REDLDiE CHANGES FROM ENC. FOR 2020 CODE CHANCE 12/01/20 WAITING ON Ex01NEAt APPROVAL POR DETAIL UPDATES 0I/19/21 REPATNED ALL 1GtEF8 FOR 2020 !EC CODE CHANGE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 �1 S .r l , G A f /� �[1 Q I 1 A1M s LIVING 2312 SQ. FT. GARAGE (ELEV. D) $36 80. FT. ENTIRY 50 Bra. FT. COVERED LANAI 201 SaFT. TOTAL 3161 $0. FT. SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2TER.IFA BEAM PLAN PG S3- DETAILS PG 93-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.IC-ENTRY DETAILS PG SNI-DETAILS PG SD1-S0FFTP DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ARCNIT19T8 G2Desol n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 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:813888-2628 FAX: 8138862802 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 TTH 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. 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 HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/ 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 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 INS11TUTE 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 ROOFANALLIFLOOR 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. PLUk%= 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 %i 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 & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. 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. EXTEROR 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 CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS 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) A R 0 N I T[ 9 T e 6G 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 10 IF 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 I NICHE MM GLASS - RR W/ 24' TEMP. GLB. OR 42' KNEE-= WALL s I5'_b• 15'-4' 4'-b' V.W 1'-4 1'-10, 4'-4- 6'-4' 10'-10 25-SH 25-SH 36'X12* PfA 25-64 --% EGRESS EGRESS TEMP - 0 ------------- -- -- r-------GL% I PAN j I I T-4' CLG. a BEDROOM I BEDROOM I L Y` '" T-Aal I O W-0 I Ib,_ I I I I I I 9080 SGD. = L----- I I -------0 18H v I------ -- -- J = - 0 .e S r ---------- -----T-11 Ib'-5' I' 4'-9' 3'-6' -1'-4' ' 0 I I 9'- - CL& I I c+ 3'-6' W.a. ® I I 24'-1' I AT I j GREAT ROOM I Uu 2 0 v 4CLG0 " O 3 TRAY G.G. I I TO W-O' I 1 1 • y 'v O s eHB I I I I 9 1 1 • � a O I I ----isH ------� j II 9,KLT�iN j L-------- '-4' 67-4' 14'-6' V-0' 2'-4' Y 8'-6' I _6 BEDROOM j a Hoom PAN 9'-4' 01x � I � � 5SH aF71z m `-- a- 9 3 -2' 6 -2 4 -0' m q I. 54'X22' f------I MT I WH 2XI0 n `U6 MOT OF: I ATTIC PRE- 0 I I HDR • L - - - - - J ACCESS PLUMB TUB BATH e I II 'Ain2 8'.0' 4 3' 'L' 0 FOYERG. 9'-4'G. 18H ------ �3y' .B cp 0 X 6 pp N i0 = s GARAGE 9.4' CLG. ' 3'-6' 3'-2' 4'-0' R. 12A2' S.L 13'-4' S' S'-5' 6' 28'-4' BEDROOM m 3 = 9'-4' G.G. ENTRY 12'-V cLG. 25- 16'-0' X 1'-0 OH. 8'-0' X 1'-0' OH. EGRESS EGRESS 3'-2' 3'-10, 6'-4' 8'-0' a5'-m• FLOOR PLAN SCALE: 1/4' . 1'-0' FLOOR PLAN NOTES - ALL OR"IENSIORS ARE FRONT FACE OF 1 %' BLOCK WALL TOR EDGE OF FLOOR GLAD) TO FACE OF WALL STUD UND. • ALL INTERIOR WALLS ARE 5)p UND. DRYER VENTED THROUGH ROOF (VTR), NOT SCREENED. • AIR COMPRESSOR GET ON 44"A"' POURED CONC. PAD. PAD BEGINS W FROM EDGE OF STRUCTURE. - SEE SHEET CN FOR GENERAL AND STANDARD BUILDING NOTES. • ALL NASITASLE RDOMS TO NAVE AIRS FAULT CIRCUIT INTERRUPTER. - ALL RILL HEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENWGS ARE "AR WALLS. SQ.FT. CALC. S LIVING 2312 SO. FT. GARAGE (ELEV. D) 538 SQ. FT. ENTRY 50 SQ FT. COVERED LANAI 201 SQ. FT. TOTAL 3161 80. 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 BI®s. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIQNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT W-4' BRG. LESS THAN 1 3/8' 05 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OR PARTITION WALL VX6'X35-1/4' LOW WALL 2'X6' STUDS . 16, O.C. W/ V2' DRYWALL SHIM AND SEC1112E COUNTER TOP °S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT MBAR REINFORCING KITu+EN Q 4 BRACKETS AS BI'S aNECESSARY. CABINET m s BAR DETAIL A SCALE: NTS COAPgBlf MO CLA00110 MID LOiA08 BA9L YAO O�OBI2E FOR 8 r8CO1D OIBfB OPEWL>0 Sam MOTE =WHVWNA R31ART8 AIOTM4 FOOTAGE MIN. WINDOW 3 5 243/-329 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR MIN, CRITERIA S.G.D. MIN. 12 5 211/-263 CRITERIA *010 OHD. 112 5 20.5/-24.9 8010 O.H.D. 56 5 21.6/-21.1 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.=B, MEAN ROOF HT. = 14'-8" 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. O11T5 U.C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdasigngroup.mm AA #: 0003325 J L AFTING BY: ESIGN GROUP FTING INC. MONT CENTER BLVD. UITE 1004 FLORIDA33634 13886-2626 8134386-2802 DATffi 06/09/21 8CA]LX: 1/4"=l'—O" 8H2'61CT Al -----------------------� / WINDOW \ RAISED I STUCCO BAND WINDOW RAISED STUCCO 5. BAND I 5• I I I I I DETAIL �R,� I\ SCALE: F. 1'-0' / — — — — — — — — — — — — — — — — — — — — - --------------------------- RAISED \ \ STUCCO BAND l SIDE ENTRY SIDE LITE DOOR LITE I `I• s �n 'I• i I I I I I I DETAIL — — — — — — — — — — — — — / 'DECORATI VE \ r ELEMENT II II" II' I I I I I I i s I I = I I _ I I I I I I I I I I\ ��ETAIL RA LE:1'• I'-0'------------- / RAISED s \ ISTUCCO •I' BAND g• I F I GARAGE I DOOR I DETAIL IE SCALE: I'• I'-0' 19'-S' R_..._...IDCaF.I_ _ W. T. � 12'-S' BRG.,L 11" B_ R's�_ FKaT. STONE VENEER SHINGLE ROOF „' 1 _1��-1 ICI ICI ICI ICI ICI lei 1101101 Iei ICI _ 1al lei IaI IaI ImI ImI INI FRONT ELEVATION-D TEXTURED FINISH NOTE: WALL FENESTRATION FLASHNG AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION-D AREA OF ATTIC = 3164 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3164 /300 = 10.55 VENTILATION AREA %SQ.INCHES PER FT. (144) = 1518.72 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PO RTION OF ATTIC = •5% 3518.72 = 759.36 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 759.36 /115 TOTAL: O F VENTS REQUIRED = 6.60313 TO TA LO F V EN TS P R O VI D ED = 7 SQ.PER SOFFIT VENTILATION AREA EIN 11.736 LIN ALFOOT - 759.36 /11.736 TOTALLINEALFT OF SOFFIT VENTING REQUIRED 64.7035 LINEAL FT OF -AREA O F ATTIC IS THE PERIMITER O F THE HOUSE, LESS THE OVERHANG EXTERIOR OF W ALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) I ,-------- FOAM _-.. � I CAP I I I I I I I STONE I VENEER I I I i0 I I ` I I I I i I a I i � I I I I I I I I I I I I I I I i I I I 0-0' FIN. FLR. I I I I I I I \ F DETAIL A B B N I T 1 6 T Il GrouspO- . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdmigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 F.: 813-866.2802 SHINGLE Y ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT -------_—_—_—_ _ 12418_13w- HGT. HGT.. Y T. [E] m TEXTURED 0 FINISH to to ------------------------------------------------------ LEFT ELEVATION-D (TEXTURED 7117314T SHINGLE ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT HGT- 0' F FOAM 2.-0. CAP TEXTURED STONE TEXTURED 9 FINISH VENEER FINISH iA 0 ply s m-�� - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - - — RIGHT ELEVATION-D A E C N I T E C T t 6 Gr ulL�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 W mabdealgngroup.mm AA #: 0003326 of pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5436 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 M-2628 FAX: 8138oll 8 ' 2802 PRINT DATE: 06/09/21 SCALE: SHEET A3 D ELECTRICAL LEGEND SYM.[TAN DESCRIPTION -0- ARD SWITCH 4' SWITCH 4 SWITCH ER WITCH HillDUTTON KJECT 1 MO -TAT E RECEPTACLE (I25VR0-AMP E POLE) UPLEX RECEPTACLE UPLEX RECEPTACLE (EQUIPPED CROWD FAULT UPTER/TAMPER RESISTANT TYPE) UPLEX OUTLET !HALF OF OUTLET TO SWITCH) � RI0 WATERPROOFKaFI PTACLE (GROUND FAUULLT UPTEIIV IOV C.IAADPLEX RECEPTACLE ® IVV DUPLEX RECEPTACLE (FLOOR IOUNTED) 20V RECEPTACLE (4 WIRE :ONNECTOR) -Q DEDICATED RECEPTACLE 1-0 MOUNTED LIGHT NG MOUNTED LIGHT }MIT LIGHT D LIGHT f'Lum SCONCE PRE -Wile FAN WITH LIGHT (I CFI PER SQ. FTJ asa LIGHT FIXTURE N>onn HT FIXTURE Q9G9G4GHT FIXTURE LIGHTING T WITH PULL CHAIN VFLUORESCENT BR4ET LKaH1T LIGHT (RECESSED) RESCENT LIGHT (SURFACE k4- FLUORESCENT LIGHT (RECESSED) . x O CESS LIGHT • CESS LIGHT (VAPOR PROOF) ILING MOUNTED LIGHT UNT14 J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) 1-0 -SOX (WALL MOUNTED) Q -SOX !CEILING MOUNTED) ILING MOUNTED FAN B T FAN (I CFM PER 90. FTJ JACK HO• OKE DETECTOR (WALL MOUNTED) O• DETECTOR (CEILING MOUNTED) IMES a TED OUTLET FOR GARAGE JACK —E PORT • LOCA I ACKS, N PHONE OUTLETS N PANG TO BE vERIRIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 N 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1th EDITION (2020) 1 NEC 21012 20311 • 220AMMPPDEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO SE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIS01.3 FBCR Ith EDITION (2020). • LAUNDRY ROOM RECEPTACLE SMALL BE GROUND FAULT CIRCUIT-INTERRJPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBGR lth ED ALL ALL W • U7010C TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FDCR 1TH FJ7 (2020). • ALL LAMPS SFIALL BE SELECTED BY BUILDER AND 16fi OF L1G fhk MUST BE ENER^.•Y EFFICIENT TYFIE PER F15G. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1th -------------CQVERED I `( I t \ BEDROOM I I BEDROOM 1 'Q / FOR CLG FAN L _ ` / FRE-WIRE \ \ / I / FOR PRE -WIRE \ I / CLG FAN FOR \ \ I \ \ 1 I CLG FAN \� \ GFI /BATHH I �e w \ W.I.C. \' BEDROOM a\ FIRE -WIRE \ FOR \ CLG FAN \ 1 I v7y\ I BEDROOM / PRE -WIRE FOR CLG FAN ®SD/CO I I / I I / I I / I I / I I / I I I � I I I � GREAT ROOM BOX UNDER / \ \\ COUNTdR FOR PRE-UNRE / CLG FDiu � I ( \ I I \ I I 1 C L 1 1 1 _ . 1 11 DINING ROOM / 1 OPT. DINING 1 FIXTURE / 1. / SD/CO >t GFI• - WIG 44'Ar4t l^! - �44'AFF. I L!-tom-� bIFOYER LIGHT 4 I \ Ii � ' _ I ELEC. FOR _ \I HOOD/ MICRO ABv. o\ OI I 4 I I I / I i 1 I KITCHEN I � l j I -------- I I 67 I PAN. I I ©•� I 0 I w I 0 I I l D. `CFI II — -------- I CFI• \\ 44'AFF. \ PLUMB SWITCH IN L.T. 1 ATTIC 1 ACCESS I GPI CLG 'a OUTLET GFI CLG.8 OUTLET GARAGE ) OUTLET FOR IRRIGATION TIMER \ PRE -WIRE - -- PRE -WIRE FIRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-0' LED LIGHTING C� DOUBLE LAV. BATH 1 I I I O I I I I I I t I l ) l J LED LIGHTING C SINGLE LAV. BATH 2 LED LIGHTING @ SINGLE LAV. BATH 3 (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERMAN 200 AMP ELECTRICAL RISER NOT TO SCALE. Gllil' . NOBe. COMBINATION i00 AMP SERVICE I20/240 VOLT A ELECTRICAL MATERIALS AND INSTALLATIONS DISCONNECT I PHASE SHALL COMPLY U 114 ELECTRICAL PROVISIONS OF M SWITCH AND MLO THE IIBCR tTH EDITION [20201. LOCAL CODES. AND ELECTRIC PANEL ALL LOCAL POWER COMPANY REO3UfRET'ENTS. METER IN NEMA B. ALL CONDUCTORS SHALL BE TYPE TW14WTHIN pVy2 WitENCLOSURE UNLESS NOTED OTHERUBE TELEPHOtB CABLE SEIMCE TELEVISION FODDER COMPANY EWIFMtNT QMMo'= TRlNMPOR'tER EQNIRIENT INT81S6TeTEM BONDSG TER'IINAL AT GRADE LOW VO LTAGE CONECTIOHN PROVIDE 200 AMP, 120/240 VOLT, I PHASE -- i V CU SERVICE t3RODUD SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE •)AS COPPER (CU) IN 2" DIA SCHEDULE e0 PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 •ND ALII'IINJ'1 (AL) IN 2" DIA SCHEDLLE 00 PVC CONDUIT UNLESS ELECTRICAL PROVOICHS OF FBG! TTH EDITION (20201 SERVICE IS PROVIDED SY THE ELECTRIC COMPANY. RD COOINATE UTH THE ELECTRIC SA!" DIA X S FT LONG COPPER COMPANY PRIOR TO DID. CLAD GROUND ROD A A It N I T I C T 8 Grout 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA e: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: S13-886-2628 FAX: 8134WS-2802 IUD\I I--------------1 I _ - - - 1 - N N I'API i I I I I � 9 I I I I I I I I I I L------------ J 2'VTR 2'VTR �I ' / I/2' I 2'VTR I 2 Y L V I I 2- TUB. r I SHIM 34'-II' 10'-Im' I 1Uir3. jr\ SHWR AV I L V 3' 2'VTR --', TUB f V KITCHEN LA 2' WG I 2. SINK W/ 3' / � i AUTO VENT 2' I I I I j� • 10 df 00 3PRE- 3' PLurra ip L.T. 3' L - I CO 4- WASHER - — - — - — - — - — - — I --------------------� '�� O�T.�i 4' 1 NOTE: ALL PVC PLUMBED TRAPS TO MAIN ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. PLUMBING RISER SCALE: NTS �OP4n OPi�. y SDI 9 A II I' 2-82-II ` - - { I I PRE-To ip V PLUMS L.T.- B II'-10' i0 0 --- HB i0 in 0lk PLUMBING PLAN SCALE. 1/4' • I'-m' LLC. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813688.2828 FAX: 6136 268202 04 D ATr 06/09/21 SCALE: SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRICTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC. AND INSTALLED AS PER FBC 'IT14 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, 514ALL 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 POO 1TH EDITION (2020) 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 CEILNGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO I'M 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 BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM yLEXTERIOR ETURN SUCTION AND LIQUID AIR SUPPLY yIGERANT LINES y AIR HANDLER WALL yVC CONDENSATE DRAIN LINE EVAP.TRAY yLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORM RETURNCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL SECURE STRAP TO CONC.— ONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB #S �I 114' SHTT.. STRAP SCREW UNIT 3 l21 CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG SEE SPEC. I'-8'XB' CONC. 1 FIN. GRADE LWADE OR EXTENSION TO OR PAVING R WASTE A8 ED FITTING OR EXTENSION TO SOIL 240-K JOSAM 960M OR WASTE AS INSIDE NICKEL BRASS TOP REQUIRED CAULK PTI/SPEC N SITE PLAN FLOOR SLAB CLEAN -OUT (TYPN) NEXT. GROUND CLEAN -OUT (TY�PN.)) MECHANICAL PLAN SCALE, 1/4' • P-0' LLC. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 8134386.2602 DATE 06/09/21 EIRZET M1 2X4 TOP PLATE P��g_� PLAN PRE-FAB TRJ68 V7' THK:1(7 CO' COWER DEAD Q`L WE IR' GLG. BOARD ra Wn%4luenL Fm DIIKrir TO NAEO14RYa1 P.T, tlD NOTE: STUDS IN 5' DIA. SLEEVE, TTACHED TO FILL uPADVAL R PARTITIONS SUPPORTING DO NOT CUT rP REf1 v2 DRYWALL WALL HUNG PLUMBING REBAR� FIXTURES AND WALL PIPE mi* CKM „I;,D CABINETS SHALL BE NOT LN k%LDM AL LESS THAN 2x4, WHERE BOND BEAM DO NOT CUT I p r c RLUVR rowoas LR.Doae MAqOUhC�r� SPACED NOT MORE SOLID GROUT THE BOND O+ m wxKcrsSECURE .2X4 BT. WDOD STUDS •24' THAN Ib' O.C. OR, NOT W/ 11)- 05 BEAMPLATE yroTP.aLso. 1AM DDOD JAND PERW/ TO BLAB IOd MASONRY OC. LESS THAN 2x6, WHERE (2) COURSE _mm REBARS ImmO4L`ewnaV004EAD DOOR NAIL • 32 oG SPACED NOT MORE Dr TTMr ra/T"oto On4lft MAX THAN 24' O.C. 7RAc% ORACKei6 Roos . SLAB & Pwookw APPROVAL REO. rK PLR PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS `A SCALE:3/4'=I'-0' SCALE: � )TYP. INT. WALL (NON-BRG.) SCALE, 3/4'.P-0• FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PECK 1105.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNLSECURED PER FASTENER SCHEDULE PRE-Ews TRUSS MTL. DRIP EDGE 2x FASCIA PER I _0 ELEVATIONS TYP. ON. VENTED SOFFIT 1/2' THICK• 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8- GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' OC. 8' cm 1/2' GYP. WL. BD. - WOOD BASE — 0'-0• FIN. FLR.L a v ti W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9051I. 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'-0' FIN. PLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.1. ROOF SHEATHING THICKNESS, AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' allu FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) I2d NAILS AS PER PECR 909.1.1. • EA. END ROOF: THICKNESS AS PER F SHEATHING 2x BLOCKING BETWEEN TRUSSES SHEET SNI. PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE 7 BTIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRUSS 9 2x FASCIA PER AX. ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENEF43Y CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/S' GYPSUM BOARD OR 1/2' ON SHEET SM. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. PURRING STRIPS • 24' OC. 1/2' GYP. WL. 150 - WOOD BASE- 0 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. n W/ WINDOW OPENING e TYP. WALL SECTION NO OPENING NOTE: ��1-STORY GABLE BLOCK WALL METHOD TON USED FOR THE INSTALLATION OF ROOF SCALE, 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE f I OR ASTM 04869 TYPE III OR TYPE IV UNDER-AYMENT. ARCNIT!CTI! 6 Group 1441 N. RONALD REAGAN BLVD.I LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 916.2628 FAX: 813-886.2802 2?R= OB 09 21 DATE: SCALE: SHEET Ilik D 1 TOP. 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U U2' X 6' J-DOLT W/ 4' MN EMBEDMENT W/ 2' X 2' X VO' WASHER 4 NUT OR W/ (2) V2' X 6' ANCHOR BOLTS M W/ 4' N EMBEDMENT W) 2' X 2' X IS' WASHER 4 NUT O O CURE 2x4 TO ELK W/ V4' TAPCONS I IR' E'BED. 6' OC. 4' END DUST. 1 In' EDGE DI6T. o 2X6 GARAGE DeOOR DUCK SECURED S W/ (S) 14' X 6' J-DOLT OR AWHIOR BOLTS, W/ 4' MN EMBEDMENT, YV 2- X 2' X 1/6• WASHER 4 NET. (1) WITHIN 6' OF TOP, (V UT14N 6' OF THE BTM. O (!)EVENLY SPACED. 0 0 0 NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WERE SUCH INSTRUCTIOa ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 4^•• ". Ixae 2X4, SECURE TO BLOCK W/ 3/16' TAPCONS (MN SWANK SIZE 148 MN HEAD SIZE J00 MN EMBEDMENT 1 1/4') WITHIN 6. OF EACH END 4 18' OC, MAX SPACRI 2X4, SECURE TO BLOCK UV3/16' TAPCONB (MIN. SHAW SIZE 146 MN HEAD SIZE 300 MN 191090MENT 1 1/4') WITHIN 6' CP EACH END 4 IV OC. MAX SPACING. 2X4. SECURE TO BLOCK W/ 1/4' TAPGON6 (MN SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 IS' O.C. MAX SPAClW.. 2X6, 130 2X6. m 2x6. m SECURE TO BLOCK 8ECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS WK2) 3/16' TAPCONS W/(2) I/4' TAPCONS (MN (MN SHANK SIZE 10 (MN SHRANK 612E 145 SHMK SIZE J45 MN MIN HEAD 612E 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MN 6' cm MN EMBEDMENT 1 1/41) MIN EMBEDMENT 1 VW) EMBEDMENT I V4'J WITHIN 6. OF EACHND E6' Cm WITHIN 6' OF EACH CM 6' CWITHIN 6' OF EACH END FL I/J' DRYWALL 4 IV O.C. MAX SPACING. 4 IV O.C. MAX SPACING. 4 W O.G. MAX SPACING. 8' C'Ul Ix4 P.T. OR 6/4'X4' MN I/J' DRYWALL V2' DRYWALL In. DRYWALL SECURE THRU FRAME 4 I'X4' 2X6. ® 2X& CRC 2X6. EXTEND 1-1/4' INTO P.t. NAILER SECURE TO BLOCK I-X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK 1'X4' BLOCK W/ 3A6' WK2) 3/16' TAPOONS P.T. NAILER W42) 3/16' TAPCONS P.T. NAILER WK2) V4' TAPOON6 P.T. NAILER TAPCONS DOOR CASING MN SHANK SIZE J45 TM' BAD. X 4' MN MN SWANK SIZE .146 DOOR CASING (MN SHANK SIZE .145 MIN SHANK SIZE 146 MN HEAD SIZE 300 MN MEAD O0 61ZE 3MN HEAD SIZE 300 1/16' OAa X 4' MN MN MEAD SIZE 300 MN EMBEDMENT 1 V4.1 DOOR CASING MN EMBEDMENT 1 1/4') MN EMBEDMENT 1 V4') MN EMBEDMENT I-V4' WITHIN S' COO EACH END WITHIN 6. OF EACH END WIT14N 6. OF EACH END DOOR CASING WITHIN 6. OF EACH END DOOR JAMB OR WINDOW 4 Id O.C. MAX 4 IVOa MAX 4 15' O.C. MAX 4 B' OC. MAX 6PACMG ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW 6PACMG. DOOR JAMB OR WINDOW SPACING. MANUFACTURES DETAILS, ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB WINDOW MANUFACTURES DETAILS. MANFACTUREB DETAILS. ATTACH 2XX PER MANFACTUREB DETAILS. NOTE, SWIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3/4" OR +5/4" ��ND�OW TO BLOCK +3/4" OR +5/4" 2X4. m SECURE TO BLOCK W/ 3/16' TAPCONS MN SHANK SIZE J45 MIN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 IV O.C. MAX SPACING. 2X6. m SEGUE TO BLOCK WK2) 3116' TAPCONS (MN 64AW SIZE J40 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') 6. cm WITHIN S' OP EACH END 4 IS' CO. MAX SPACING. 1/2' DRYWALL 2X& COO I'X4' SECUREd TO LOCK RT. NAILER W92) 3/16' TAPCONS (nN SNANC 612P .146 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT I V4'1 WITHIN S' OF EACH END 4 b' OC. MAX &"'CO'' DOOR JAMB OR WINDOW ATTAC4 TO 2X PER MANFACTUES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" /1TRNDOW TO BLOCK +1 1/2" NOTE, SWIM AS HEEDED TO PLUMS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/16" t—,'NWINDOIf TO BLOCK +1 15/16" 2X4, SECURE TO BLOCK W/ SAW TAPCONS MN 814AW SIZE 14D MN HEAD SIZE 3" MN EMBEDMENT 1 V49 WITHIN 6' OF EACH END 4 B' Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST ISE 2X6. m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL U192)1/16' TAPCONS 3/16' TAPC0N MN 1-1/4' MN SHANK SIZE J45 EM15EDMW INTO BLOCK MN HEAD SIZE J00 MIN EMBEDMENT 1 V4') WITHIN 6' OF EACH END 8' CM 4 IV OC. MAX SPACING. IR' DRYWALL SECURE BLOCK I'x4' WK2) 9/IS' TAPCONS ' P.T. NAILER (MN SHANK SIZE .146 DOOR CASING MIN NEAR SIZE 300 MN EMBEDMENT 1 114') WITHIN 6' OF EACH END 4 b' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACT13E6 DETAIL& NOTE. SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" r11/IPiD01I TO BLOCK +E i/4" NOTE. SHIM AS NEEDED TO PLUM JAMB (00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" rlw[x�nT# mn BLOCK +s" 2X4. m SECURE TO BLOCK IW SAW TAPCONS (MIN. SWANK SIZE J45 MN HEAD 612E 300 MN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 10' OC. MAX 6PACW- NOTE. STRUCTURAL 2X MUST BE 2X6+ m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/6' TAPCONS W16' TAPCON MN 1-1/4' (MN SWANK SIZE J46 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT I V4') S. cm WITHIN 6' OF EACH END 4 18' OC. MAX SPACING. In' DRYWALL 2X6. COBB PX4' SECURE TO BLOCK P.T. NAILER WK2) M6' TAPCON6 DOOR CASNG (MIN SHANK 61ZE J46 MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') WITHIN d O' EACH END 4 10' Or —MAX SPACING, IM NOTE. SHAS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK21Dd WITHIN 6' OF EACH END 4 6' TO 6' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" F NOTE: 614IM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" `�NDOR TO BLOCK +3 7/16" 2X4, SECURE TO BLOCK W/ 1/4' TAPCONS, (MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1141) WITHIN 6. OF EACH END 4 16' OC. MAX SPACING. 2X6. SECURE TO BLOCK WK2) I/4' TAPCONS MN SHANK SIZE .I* MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN 6' OF EACH ENO 4 IVOr— MAX SPACING. 2X& SECURE TO BLOCK WK2) 1/4' TAPCONS (MN SHRANK SIZE .146 MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 IV OC. MAX SPACING, NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SEGUED THROUGH NON-STRUCTURAL 3/K' TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK LN 6' CMU 14' DRYWALL El IX4' P.T. NAILER I' P.T. X 4' MN r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTUES DETAILS. NOTE, SHIM AS NEEDED TO PLUM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" r.NWINDOW TO BLOCK +3 3/4' tiC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeWgngroup.com L AA #: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134I8f 2628 FAX: 8134U66.2802 DAA'i'7 06/09/21 SHE= D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.3 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 12/31/2022 13872.8 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 30446.S 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 1149S.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 10S31.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 10S31.16 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 32S02.1 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 - 2020 FBCR 12/31/2024 1S353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 1Z/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-R5 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 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 239S6.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 239S6.4 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 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/32/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 22/31/2024 1S8.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE '2T'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 (7Lh EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 A R C N IT I C T 8 Ggn roup- . 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd"gngroup.com AA #: 0003325 / DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 8134886-2802 F REFOFMED CONTROL JOINT- Pl. OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 6' OL. MAX (VERTU. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES ul/ 1i' LEG MAY BE USED TO TEMP. SEA CONTROL JOINT DURING INSTALLATION ------- FASTENERS TO BE SPACED---777 • T' Or —MAX VERTICALLY / I / k THICK. R3 COAT CEMENT PLAS/— UM LAYER -2, PORTPIEER / BUILDING PAPER APPROVED METAL LATH FASTENED -I'(VERT.) O.C. MAX AT SUPPORTS Of LAYER al. STUCCO UAtA1P WOCO 6HMT14M LATH 614ALL HOT BE CONTINUOUS .• *o e• A• To a• THROUGH CONTROL \ rr JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE. PRONDE 2X4 BLOCKING PER ASTM CW63 \ PLACED FIAT MAX. 6' TO S' FROM CONTROLL, JOINT WHEN \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS Olt i STR)CTURAL STUD STAPLES IN COMPLIANCE W/ A6M C1063 2. WIRE TIES TO BE (NO. 16) UD0415' U11R11 / 3. BLOCKING SHOW MAY BE N ADDITION \ TO WALL STUDS REQUIRED PER FLAW O"M" TYPE CONTROL JOINT OL POL.D N411AIV . R. A ®row OL MOLD 1ta1,11O . RNA 2. CPNAN•far. a & CYAN • R. C OL MOLD NAM • Pr. A 2. aLave a R. e PpA 4Y ® LP0.D NWIU9 eR.A I. CIWAN•R.e & CYAN • R. C l MOLD C CVIR R. R TILL R.. C TQCin 60TTCH RMtlI OTTOM KAHN! RNJN WA1IR T— ONAL POW, 122 Um CUT, NOTE, APPROVED 15UILDNG WRAP SMALL ISB LAPPED A MINIMUM CF 0' a VERTICAL LAPS (ROLL ENDS) 4 S' • HORIZONTAL LAPS. ALL SEAMS NEED TO ISE TAPED WITH FORTBER 6MEAT14NM TAPE / T nea LAP • rLTAL uTw \ LATH VERTICAL LAP TO OE 1' n nrn METAL LATH WI® LAYER 'L eT)cco u2sAr BUILDING LAYER -2, FORTFIBER/ 2 SCALB.r1112'-I'-O' VERTICAL LATH & PAPER DETAIL NOTE. WOOD SWEAT SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO BUILDII FRNMNG MEMBERS. PAPEF THEY SMALL BE TIED BETLEEN SUPPORTS WITH 004111(121-MAP) STUCC( UIRE AT INTERVALS NOT MORE THAN S' (22S.M M". AS PER A6M Gill ® KIC KO UT POWREPAIR OF TEARS IN LAYERS, TEA B RS DETAIL MAY BE PATCFED 11VHU7WE ~ TAPE PER MAMP. SPEC. OR PEEL 4 STICK f THICK, 3 COAT CEMENT PLASTER (RMM A N' 2 COAT C!'04T P -46 I (CMM UM LAYER 4, PORTFIBER BUILDING PAPER(PRNst O Y) URD LAYER -L S71ICCO uAe MWA)e QW.Y) LAP LAYM OP SUULOM WRAP OVM NALM FLANK, STGM �� ..� Pill" ORcm I 1110?dYALLYa!2 I-ll WALL ILASHM O KKR -OUT PL.AJWUO rI@ pETAU .L T" RAW11 27, 00~aA ROT RCQ 4 .. W4LL N1RlECTICw j' THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER -2, "1 FIBER BUILDING PAPER WIND LAYER'I, STUCCO SAiAP WOOD SHEATHING .INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING UM LATER 4, STUCCO WRAP UM LAYER -2. PORTFIGER BUWDING PAPER METAL LATH SSrb' SELP-ADMERING MEMBRANE FLASMSIG OVER APPROVED MOUSE ut - FLASM1INOr TO EXTEND CNW PIPE 47r4' 6ELF-ADHERING MEMBRANE FLA6MNG OVER APPROVED MOM UIRAP. PLABMI4G TO EXTEND ONTO PIPE CCNT. BEAD OF SEALANT AIR ELASTOMERIC COATNG OVER STUCCO/ C.V. FINISH (SEE TYP 1 L . , SECTION) ,SECTION E ExMiprleNnlW.ndc Exterior use of portend cement plaster dhalicomply with the application ' retNUirenRnla of ASTM C 928-18b. Irromllation of exmriar lathing and Naming eMX comply with ASTM C 108319.. or ASTM 1787. 4'a4' 6ELF-ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE UOOAP MATERIAL) OVER 4' APPROVED HOUSE ~. RABN8NY1 TO EXTEND ONTO PIPE V OR LE66 PIPE PENETRATION. CUT AND OVERLAP ONE 61DE CPS SELF-ADME011 PWMOAM FLASHING STEP 01 WOOD SHEATHING OR CMU WIRE, LAYER 01, STUCCO WRAP (FRAME ONLY) 9' 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 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF PECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. NIM:USHI0191 DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER 5UILDING PAPER) METAL LATH STUCCO 4'a5' 6ELF.ADHERING MEMBRANE FLASHING (COMPPATIBLE 011 MOIEE UAtAP MATERIAL) OVER 4'1L4' SELF -ADHERING M 910RANE FLASHING; OVER APPROVED HOUSE WIMP. FLASHING TO ExTEHD oNTO PIPE x—x—x—x WOOD OR 7/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL - LATH DOES NOT MEET SPECIFICATIONS) OF I Lm LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8134386-2802 21 06/09/21 8HEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, 80E(S) AND BOTTOM FLANGE$ OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENI 'E OF FLASHING TO BE: i <X: I. BOTTOM, 2. 810,E6. 3. TOP VENT CAP 16 TO BE SET IN DEC) OF SEALANT AT TOP AND ;'.. SIDES ONLY. SEALANT 16 TO BE - TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. ' .X! E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i X JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,$' CAULKING • JONT ALL AROUND PER SECTION R703.7 Exterior lathing and plasteft Exterior use of ponland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. X,- I 1 1 x Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, ' or ASTM 1787. Wm LAYER -1, II X• . STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER °2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER h, STUCCO WRAP LAYER 4, FORTIF15OR BUILDING PAPER CONSTIIGTION —METAL LATH a' CMU VINYL CASING BEAD 6' RAISED BAWD _4. K' TO )p M1n_:L: —_Q ar�memn 6' WIDE STRIP SELF ADHESIVE PLA814ING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VIEWER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER ie2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR Z/11o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MAMP. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' OVENT PENETRATION SCALE: N TA. ELEC. METEF VERIFY LO HI�� Iv �c�.clvc STUCCO SCRATCH GOAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION U1RB LAYER 01, STUCCO WRAP WOOD SHEATHING —ELEC. METER FIELD I APPROVED VERIFY LOCATION �SEWRAP BELOW SHEATHING WRB LAYER @, FORTIMBER BUILDING. PAPER METAL LATH WOOD0ONS . FINISH a WOOD CONSTRICTION FASTEN TO WOOD STRUCTURAL k MEMBER • T' OG. MAX V TOY,' MQ 1-161.L IiQm• Mmmmn 6' WDE STRIP SELF ADHESIVE FLA6NING, CLEM MASONRY BEFORE APPLYING FINISH • MASONRY (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT CUT SUCH THAT PRIOR TO INSTALLING ELEC. NENTERRSS BBOOx METER APPLY TO FACE EDGE CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON STEP 1*3 BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CURB LAYER 01, STUCCO WRAP WR5 LAYER "I, STUCCO WRAP ® APPLY 60 MIN SELF -ADHERING GRADE 'O' FELT MEMBRANE FLASHING _ OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH APPLY E-Z BEAD 'O,• (SEE TYPICAL WALL SECTION) OVER 60MIN °,'O GRADED' °e e• METAL LATH FELT -PROVIDE PROVIDE STUCCO SCRATCH SEALANT AT ALL °o o• COAT LARSER THAN THE ELEC. JOINTS AND ee METER CAN OR METER CAN INTERSECTIONS e . e . e • e COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION STEP *5 5 T E F #ro (9) ELECTRICAL RECEPTACLE A I C N I T L C T S now n. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmp.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 8134886-2802 WOOD SH CONSTRUCTION Yi HAT CINAN4EL • TYPE 'X' DRYWALL WOOD SHEATHING i WIRE, LAYER 'I, —� STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER WRB LAYER N, ( STUCCO WRAP IV zv WRB LAYER'(, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 6' SAF. 0 TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN wacP areem 6' SELP-ADHEREING FLASHING WRAPPED 6 TOP OF WEEP SCREED ` TO SHEATHING BELOW WRB LAYER M, , STUCCO WRAP ' WRB LAYER 4, FORTIFIBER BLULDING PAPER t , 6' SELF-ADHEREING / FLASHING WRAPPED 6 CORNER OF CANTILEVER 1Y2 11 NO GAP INFIELD — (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE: 1 1/2' • I'-m' NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.11 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M A/ RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 02 VINYL CASING BEAD J' THICK, 3 COAT CEMENT PLASTER 5/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER" HEATHER RESISTIVE BARRIER -2 VINYL CASING BEAD J' THICK, 3 GOAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXIURED 4 PAINTED WOOD SHEATHING FINISH J' THfCK 3 COAT CEMENT HEADER/DEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN VINYL CASING S WEEP SCREED yQ� ELtGAPG P I FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bHIP EDGE INSTALLATION EXT. WOOD FRAI IEC WALL SUS -FLOOR DECKING PRE-EN3'D Tmm WEATHER RESISTIVE WEATHER RESISTIVE. SA MER -2 PL,H C3 COAT CEMENT METAL LATH WOOD SHEATHNG- (SHOWN FOR CLAR'ICATWIN OF SEPARATE ACCESSORIES ONLY) COLIB'N SHEATHING WEATHER RESISTIVE �• BARRIER M I; WEATHER RESISTIVE 1 ` BARRIER 42 6' SAF. \ PEEL 4 STIfX I JVx3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I )5' X 3' 26 GA GAL V. METAL DRIP EDGE 4' GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT,)J' MIN. DRY WALL SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE J' THICK 3 COAT CEMENT VINYL CASINO,BEAD BARRIER M I`I"STER WEATHER RESISTIVE . ---L r.QmtKs acen PROOFING`il t ,-'g BARRIER 7 _::. -VINYL CASINGSCASINGSMEADMEADWATER LAYER (2 LAYER PEEL 1 STICK) - EXTERIOR COLUMN G � COLUMN SHEATHIN LEGEND \ a.w 0 CANTILEVER DRIP EDGE FINISH LAYER l2 LAYER 3' X 3. 26 GA GALV. FEEL STICK) METAL DRIP EDGE SET IN FULL BED OF PEEL 4SEALANT. Jf' MIN STICK SPACE FROM DRIP STICK .DRIP EDGE TO FACE TO TREX DECK A' GAP FOR BACKER �l's' P.T. OR SIMULATED ROD 4 SEALANT WOO WOOD lTREX1 FILLER CONTINUOUS VINYL CASING BEAD I WATER PROOFING lot HEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER'( STIGKI WRAPPED FROM HEATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER ww:wa+K.e 6' PEEL 4 STICK . DECK ME7"bRANE, DRIP EDGE TO DECK EXTEND OVER DRIP Sue FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF I Y�•XI v PT. OR BpNULATE SEALANT, IS' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX X' GAP FOR BACKE VINYL CASINfi BEAD ROD 4 SEALANT WATER PROOPING lot PINI- LAYER (2 LAYER LAYER (2 LAYER PEEL t PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO .AT CHANNEL CANTILEVER ]' THICK 3 COAT CEMENT PLASTER METAL LATH -... --.— .... �_...... WOOD SHEATHING I WAVXTURED 4 PANTED r4I R'I FINISH HEATHER RE J' THICK. 3 COAT CEMENT BARRIER -2 PLASTER 4' POSITIVE 1 VINYL CORNER BEAD nsce a-eeei VINYL CASING BEAD Np GAP IN FIELD (SHOWN FOR CLARIPICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 6' SAF. PEEL 3 STICK I x,'x3• 'L' PLASHING DRAINAGE PLANE (WR5 ® PlooR M ROOFF LCEMENT LAYER 01, STUCCO WRAP) I )J' X 3' 26 GA GAL V. METAL DRIP EDGE WR5 LAYER "2 (FORTIF15ER — - — - — - — — I Jvxi V P.T. OR SIMULATED SET IN FULL BED OF WOOD ITREX)FILLER, SPA�A2'IFROM� BUILDING PAPER) CONTINUOUS SPACE FROM DRIP )1 GAP FOR SEALANT VINNYYLL T�IINNG BEAD METAL LATH x—x—x—x OPT' BACKER ROD' WATER PROOFING lot MODIFIED W LAYER (2 LAYER PEEL 4 STUCCO 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL CASING BEAD CANTILEVER WOOD OR -111(o' ZIP WALL J' THICK, 3 COAT CEMENT PLASTER SHEATHING 5/S' TYPE 'X' DRYWALL METAL LATH WRE RED 3 PAINTED tt 1 WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH J' THICK, 3 COAT CEMENT 4' POSITIVE DRAM WEEP SCREED PLASTERCAP N FIELD Y1NYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION @ COLUMN (W/"L" FLASHING) —� SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER J' THI(7C, 3 COAT CEMENT PLASTER 21/2' COPINE6..QEAD FASTENED TO SHEATHING T' O:C. MAX. C �' WI5 LAYER 9, STUCCO WRAP .i WOOD 814EATWM METAL LATH H2F5 LAYER 4, FORTIFIBER BUILDING PAPER SPRNER BEAD ® FRAME k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING a l' O.G.) CMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD OP BLOCK WRB LAYER "I, �fPi STUCCO IURAP WOOD SHEATHING LURE LAYER *2, FORTIFIBER BUILDING PAPER WR5 LAYER 01, METAL LATH I i STUCCO WRAP THICK, 3 COAT CEMENT i WRB LAYER 02, FORTIF15ER PLASTER 'f ' i BUILDING PAPER (P'SELF-ADHERING METAL LATH FLASHING h THICK, 3 GOAT CEMENT ' (EXPLODED Ew FOR PLASTER CLARITY) DRIP GAP ' WINDOW FLANGE WRB L ER 7, � STUCCp WRAP WR5 LAYER'$ FORTIF15ER BUILDING PAPER i i F i METAL LATH d' THICK, 3 COAT CEMENT PLASTER � � 6'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) U.C. LONGWOOD, FL 32750 PFf: 407-774N4078 FAX: 407-774-4078 www.abdesigngroup.com ` AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 813-MG-2802 WOOD SHEATHING --- WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ---. METAL LATH ------- 1\ i' THICK 3 GOAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER M, — STUCCO WRAP VINYL ANGLED Y: GAP TYP ii' THICK 3 COAT CEMENT CASING BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH • STUCCO TO TRANSITION WIC LAYER 62, FORTIFIBER WOOD SHEATHINGSIDING BUILDING PAPER SIDING WOOD SHEATHMG IJRB LAYER "I, F. STUCCO WRAP 1777777777 WRB LAYER "2, FORTIF15ER UM LAYER M, WIRE, LAYER M, STUCCO wRAP SnUcco WRAP BUILDING PAPER METAL LATH CASING BEAD ' THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK FL SHING OR FEEL PLASTER SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) I0000 SHEATHING i WEATHER P E618TIVE WRB LAYER 02, FORTIP15ER BARRIER 4 BUILDING PAPER D ARRIER �asrlvE /e METAL LATH { .�j; !x T YREv�LnL� 81oING / / e' SELF -ADHERING I a. FLABHING THICK R3 COAT CEMENT R 4D \ WEATHER ER�6I"rlvE -- ' STARTER 6TRIP / \\ \\ AWER �SISTIVE 6'SELF-ADHERING J FLASHING M °0 � °R I I \ M' PLAGHIN G GALV'D METAL GALV'D METAL 'r PLASFIMG DRIP CAP OR .. Z' PLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW 15C (FRAME, W/BAND) DOD TRIMIre MEMCER / ` ` / aIOW TRtl'I�DR I \ ` / OR AP GAP VEDWKBE ANT esaam4 SIDING TO STUCCO ® BLOCK TO FRAME � 9 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN, 2.5 LBS. METAL LATH PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER'4, FORTIFIBER Wom c"TRUCTIO+ BEYOND RI BUILDING PAPER WRB LAYER "I, INGA 11RAT °`"MST FLMWW. THICK 3 COAT CEMENT STUCCO WRAP nre��SrM /� \ BARRIER a eWATHEER�e TLC PLASTER WEATHER RESISTIVE / \ W MSL ABOVE TOP ..' i BARRIER -2 OF Z' PLASHING WRB LAYER "2, FORTIF15ER x T Y' LAP SIDING uIk REv�AL / I a BUILDING PAPER �. I WEATHER RE616TIVE BARRIER VINYL ANGLED ' 6' SELP•ADHERwm3 FLASHING 'T CASING BEAD / \\ WEATHER M618TIVE BARRIER a METAL LATH / / VINYL CASING BEAD STARTER STRIP \I \��� 3 COAT CEMENT I zPLAeuini°� (EXPLODEDIU�THICK, vil FOR PLASTER \ —' °O °° CLARITY) GALV'D PETAL uEer� BIEBIBnvE CASING BEAD ® RAISED 17A BAND (FRAME) SCALE: I I/2'.I'-0' 1 8 FE"MIR ` OF Z' FLA rOP F_-2 BEADyMl'L GABBY `� Y' X i' SR7IATED (UV%' PLEXIELE PVC / UJaOD TRIM MEMBER BACKER ROD) / . �yF•ApIgRIEy W SELF -ADHERING 1 I FLA6Hn+G M-46 M . \` C0Tlo M.AS�TER OR APPROVED SEA BAR�ICR 9281STIV! ' a,. R &BTIVe MEATIER RESISTIVE �A.EAQ VINYL GABARRIER 7 R ROD) PV< SIDING TO STUCCO WEATHER PMEIR PE816Tne ® FRAME TO FRAME 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 71/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — d' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH / a WINDOW FRAME f /--_.-- WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING VINY�C�ING (Wl%* FLEXIBLE PVC BACKER ROD) �WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME Y4' GAP TYP CASING BEAD TO WINDOW J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER :ZN APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP 16A1 BEAD WINDOW CASING( u.a LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdoeigngroup.com AA S: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1.004 TAMPA, FLORIDA 33634 PH: 813888.2628 FAX: 813�886-2802 Immorrm CFRE BHWLO SE TAKEN IN KEEPING THE VENT PROPERLY <'. S' AND 1D' SND'MN IN P GALVMCED AUGNED. VENT PIPE IS SEALED IF Ui1LIZED. NNL INFLAOE USING I-1N' NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SNNGLE EDGES NEAR THE OUTEREDGEAND AROUND THE ENTIRE PERIMETER AS CUTWTTHEOOOSENECRVENTOPENINGINTHEROOF SHEATHING. SIZE THE OPENING IN ACCORMNOE V.RHTTE REOOAFAENDEOINSEVERE HEATHER COASTAL CONSTRUCTION ZONES. CHART SHIO%N. IN THE EVENT A MECHANICAL VENT FAN IS USEO, SIZE THE VENT OPENING IN A�E WTH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. 00 NDT CUT INTO TRUSSES 0R RAFTERS AMEN CUTTING 111E OPENING IN THE REFITTINMOV6�E INTERFERING SHINGLE NUNLS MOUND THE PERMETER OR THE OPENING SO THAT THE MUND FLANGE OF THE VENT LAYS FLIT TO THE ROOF SHEATHING. SUDE THE TOP AND SIDE FLANGES OF THE VENT LIP AND UNDER SNNGLES.ALLOWTHEBOTTOMVENTFLANGESTOI-AYON THE TCP OF THE SMNGLES. 11 ROOF HOOD HOOD VENT DETAIL BCALE,NT6 CUT Hotmmvou AT 46' ANGI-E MODIRED 'I' O N HONBM~ APPROVED HOU6EU.RAP OVER SHEATHING OVER LLD STUD uNALL STEP 1 INSTALL Y— SELF-ADMBRIG FLASNNG OVER NAILING PLANGE JAM" EXTEND FLABMNG MN PIEXIDLE PLA6NING 00 NOT am BOTTOM —� FIN STEP 6 FOLOA ARILY HOUSERAP EC HSF (O TUCK E FLAP INNS a H Ne HEAD FOLD IN AT J� SLOPE GILL " VINYL HEAD PLAWNG (URN I DAM NAILING ILANGE SELF-ADF6lRNG PLASHING P MN BEYOND JAMS INSTALL VINYL C CAP ASPHALT PLASTIC CEMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE ALIGN PLAW UU INT. IDGC OR GILL MO. FICHANKALLT FASTEN FANNED EDGES.(CAP NAILS, STAPLIN INSTALL DUPONT ROaRAP AS n FLASWIG AT T14 FOLD WOUSEURAP DOWN HTAPE DIAGONAL CUT N AGRO66 HEAD OR WHOM MN PLUMBING VENT DETAILS E, NT6 RNSTALL V SBDE ADFESW - OACMD FLIEXIISLE H-AGWM MATERIAL OVER DRIP CAP JOIN (PROTECTO-URAP DT-20XL - EQUIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS SB'.M VALLEY FLASHING SW OR HEAVER FELT UNDERIA ENT ASPHALT ROOFING �\ CEMENT T � CENTERLIN: �E%TWA FASTNER9IN / EN)OF3NNGlE --EXTEND END BMINGI£ AT LEAST 12' BEYOND VALLEY CENTERLINE 1' CLIPPED OFF _ CORNNERATODEGREES I-SNNGLESTRINMEDT BACK FROM VALLEY DENIER, -NE ROOF VALLEY DETAIL 6CALE, NT& APPLY OS HIU (O EQLDL) SEALANT FLUID AF1'LIED 1. 4W NG (LANCO UNITE -SEAL RC-N OR ECLAL). S.01.5 SILL TO Ix I. ITT 16 THE CONTACTORS R SPIONSIMI LTY TO VERIPY THE COMPATIBILITY OR ALL FWODUCT6 NCWDN6 NOUS[LLRAP. SEALANTS 46ELF-ADHERING FLASHRq MATERIALS U680 DURING CONSTRICTION 2. INSTALL ALL MATERIALS FIR MANI PACTLIN M WRITTEN SPECPICATIONS 1114104M, SEALAM6 MAY REACT ADVERSELY P NOT COMPATIMI. GLEAN AND SEAL JAMB TO BILL JOINTS WITH POW 1199 POLLOWMGN COMPLETION OF: EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL ISE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERRIETER OF WINDOW WITH SEALANT Nam, L IT 16 THE CONTACTORS ISESPONIBIN4TY TO VERIPY THE COMPATIBILITY OF ALL PRODUCTS NCLUDNG SEALANTS A SELF-ADIERM FLAGNNG MATEMAL6 USED DURING C MITRICTIOK 2. FLASHN61 AT EXTERIOR WINDOW! AND DOOR OPSNISM SMALL BE INSTALLED M ACCORDANCE WITH MAF6PACTURER'S INSTALLATION WTRICTION6 AND APPROVED METHOD U OF FSC RTMA U N ACCORDANCE WITH FENESTRATION MAMPACTURN" INSTALLATION AND FLASHING INSTRUCTIONS. W&RMIIa SEALANT& MAY REACT ADVERSELY W NOT COMPATSLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NT& F• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abde61gT8roup.com AA #: 0003325 Of DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686-2628 FAX: 813-886-2802 awl 08/09/zi Ng WA5 1/0' TEXTURED FINISH 0 WOOD, i \ 1/2' TEXTURED - --- -----' ---- 2x6 SUB-BANb FINISH CMu 7- 77 I W/I'x4' NOTCH m METAL LATH ---------------------------+- \, END, WRAPPED IN PEEL 4 STICK METAL FABWA WRAP WOOD SHEATHING OR ayu 1�\ I' DRIP EDGE STTU10W UIRAPIFRAME CNLY) \ BUILDING PAPE�RTIFIEIER ✓/S' TEXTURED I \\ - ------ (PRAME ONLY) FINISH a WOOD I \ 2X6 BUD ROOFING CEMENT 1/2' TEXTURED \ FINISH m CMU \ d .a \ DRIP EDGE \\ METAL FASCIA WRAP YB' FROM \\ ©FLAN 5 METAL KICK our STUCCO, I' FROM WOOD WALL \ \ \\ " EXTERIOR WALL (FRAME OR CMU) \\ a \\ \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED .\ \\ FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL \ NOT INTO STUCCO) TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH A CMU //2x6 SUB -BAND W/I'x4' NOTCH +� END, WRAPPED IN PEEL 4 STICK ®E L E V,d,T f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL/4N ,4 PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V* SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 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 x x x x x x x x x x x x x x x x x x x x x x x x x x x ... x x x x x x x x x x x J x x x x x x x x x x x x x x x x x x x x x x x x x x x x fL x x x x x ... . x SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUS -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK "ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH tv END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT is ROOF EDGE OMITTED FOR CLARITY U.C. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134IW2628 FAX: 8222802 BuBDIv. a< LioT SILVERADO LOT# 9 BLK 10 WALL ASSEMBLY DETAILS 16 SCP-LX: SHEET Vd A6 48'A" 15'-6" 15'4" 17'-2" 5'.0" T-10" 4'-4" 3'6T A fO T O SLAB ----� TE-1 ------ ----- r -''''-- 3 1 FM-16X18 1 1 FM-16X18 L f{ I I I 1.1 I i I I i 1 4"CONC. ii I �q m� Way SLAB I Wrr 1 X ml I y�- I ri I ( I LLI I I j 4" PVC ! i 9,_2„ 3,_1„ I CHASEr i I 31/2" I I L ii 3-8" 1-i8X18 -- --M----- ----- -------J F f,r 1 rr I L -TE- 1.1 EXTEND i 1 SLAB 1 1/2" 36.x 6. 1 I 1-31/2 � I 2'-5" r r TE-2 r r I 12 rr �I xI 1 ii I ri �I I i 8 I n n ; rr rr I 1 if I 0'-0" FIN. EL% 1 FIN. CONC. SLAB I 1" PVC CHASE I FOR ELEC. @ f 1 I ISLAND 1 1 1.t I 34'-10" ir' 13'•2" I I `X ii Y I I I`r° if a0 1 1 19,$1 l7 2,_8„ 5'-0„ ----� --------------TE1 --- • i 1-31/2" EXTEND 1 I SLAB 1 1/2" iy I I I I O ' I i I I wI 5 I I 20'4" 24'4" T4" I I I I EXTEND iA I SLAB 1 1/2" I FM-16X18 o N W a - x l J ym OI 12t LL I 5,_5„ zm 1J 1 IL I I oa `vN I I 1 I j 5 112" 4 4 I I 1.1 FM-16X78 --J L----- FM-16X18 ---_------tt--FM-16X18 -- 1.1 J 4 4 3'-2" T-10„ 6,4" ,4„ 6"1. 1.1 76,-0„ 1.1 1,A" 8,4„ ,_4„ 13'4" 28'A" 48'-0" ,/,-4" CONC. SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4", 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. /1.EIINDICATES #5 BAR, OINDICATES #6 BAR,NINDICATES ill 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", #5 =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 I THICKNESS REIN,. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16xl8 16, CONTINUOUS 19, - (2)#Sb FMC-16x18 16" CONTINUOUS 16' - ( s #5 IN CURB VARIES F-2424 24" 24' 12' (2) 8 ( I#5's - (+)O"-U' TEA8" SEE PLAN 8" - (1) 's - (•)O'-0" TE-2 8" SEE PLAN 8" -(1) 's (1)#51N CURB -)0'-0" FOUNDATION PLAN SCALE: 1/4" = 1'.0" A R C N I T! G T• 1 6 Grouper 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .a6dmigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686-2626 FAX: 813686-2802 LOT# 9 BLK 10 PROJECT# PAGE: FOUNDATION PLAN 16 DATE. 06/09/21 SHEET si 30" MIN. EACH WAY e MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED f _ STEEL REINFORCING IN GROUTED — — ° CELL SEE PLAN FOR SIZE AND Q p; 0 CELL SEE PLAN FOR SIZE AND • �" v • -•°v " 0 a SPACING REQUIREMENTS SPACING REQUIREMENTS v: W r IL wa Q O to dS 8" CMU WALL O ? 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR 1 I • IN FOUNDATION WITH 30'LEG EACH +- 01431 s "II d WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB It ° TOP OF SLAB I ., SO THAT THE STEEL REINF. IS CONTINUOUS .. MATCH AMOUNT OF CONTINUOUS BARS el. EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA, 4" CHAMFER (1-STORY)- ,—� ... -VARIES ° _ SEE SLAB SCHEDULE TOP OF GARAGE • g '"v I s ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2' 150LATION JOINT (WHERE • " • '� 6" CHAMFER (2-STORY) 16" #4 24° EXT. PORCH SLAB W/ 1Y1" ISOLATION I 4" CHAMFER (1-STORY) I . ' 8" CHAMFER (2-STORY) ; APPLICABLE) Z - SEE SCHEDULE 30' JOINT (WHERE •YYY. EE SCHEDULE FOR WxD, BAR SIZE APPLICABLE ) Z_ 4 FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY 36' AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 47' NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO /',--'�EXTERIOR MONO-FOOTING%,EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 scALE.3/4-1-0` @ GARAGE SCALE:34"=1'-0" CORNER BARS DETAIL Z LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR L 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING L RECESS WALL W/ SYP O a No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE N p=p W e" > to NEW REINF. BAR 1/2k5' WEDGE ANCHOR Wl L = Od a, SECURED W/ 2-PART g To OTE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH N N 2"CAPPED a EPDXY. MIN. EMBED PLATE EPDXY 5-1/T' EMBED. MIN. 016" OC GALVANIZED PIPE Q B", UNO a SIMPSON SPH4 OR SPH6 MAX. W/FLANGE BASE @) ¢ FOLLOW ALL MANF. BTM AND TOP PLATE CURB FOR b = K SPECIFICATIONS FOR t�¢ 2 m USE AND 4„ PREPARATION OF ANCHORS W( 10d x 1 i/2' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W L(� MASONRY UNITS SET 70+ AT ELEV: Z HOLE. x 3" K SEE SLAB SCHEDULE SECURE FLANGE TO J Q SLAB W/(4) 1/4" X 21/4" `roo p O}. ' 0I' TAPCONS Q' TOP OF SLAB RECESS AROUND GARAGE DOOR OPENING 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 SCALE: 3/4"=1'-0 (W/ UPLIFT) 5 LAP TEA MIN. OF 48 SCALE:34"=1'-0" SCALE: 3/4"=V-a' AND NAIL NAIL W/W/ 16tl COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. LAP TOP PLATE A MIN. OF 49' PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO AND NAIL W/ 16d COMMON SLAB W/tOd MASONRY NAILS, 2-ROWS,' O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED NAIL 16" O/C STAGGERED. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND ADDITIONAL METAL SPACING REQUIREMENTS CONNECTORS NOT 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z REQUIRED WHEN NO !n UPLIFT IS PRESENT. WALL W/ SYP No 2 STUDS SEE L PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO a SEE SLAB SCHEDULE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL a 16" O/C STAGGERED. Q +- 0'-0' ADDITIONAL METAL m (Lj TOP OF SLAB -�.. CONNECTORS NOT.° REQUIRED WHEN NO K IL - _a - UPLIFT IS PRESENT. O 8" CMU WALL ,�- T-4 Z +- °'0.. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) ��•' • 's - - TOP OF SLAB SEE SLAB SCHEDULE la 2X WALL FRAMING +_ 0'-0" SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS S' EQ EQ. SEE SCHEDULE TOP OF SLAB -'e" Z d MINIMUM EMBEDMENT INTO FOR WxD, BAR SIZE "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND AND BAR QUANTITY " ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX -e°°• .�"„°•� POURED MONOLITHICALLY WITH INTERIOR CURB FOUNDATION WOOD WALL 8 FOUNDATION AND SLAB 6CALE:3/4°="°" (NO UPLIFT) SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY VARIES 8' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3' 3' SCALE: 3/4"=V-0" (NO UPLIFT) OTING AND COL. PAD BLOCK WALL CONNECTION 1 V SCALE: 3/4"=1'-0" y C SCALE: 3/4"=1'-0" (U S-CANT. SHOWER RECESS FOOTER 1 G SCALE: 1 "=V-0" A 1 9 N I T I C T 6 *'6 Design Grow LLQ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 w .mbdeslgngroupxom AA 0: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�88-2828 FAX: 813-886-2802 I"PRINT -I IS% 06/09/21 SCALE: SHEET S1.1A 14'-6" 4'-10" 13'-2" 9,4„ 8'-2" 5'A" DOWEL PLAN SCALE: 114" = V-O" ARCII IT26TIi 6 Gr uT012 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abde9IgngrouP,com AA #: 0003328 If DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�86.2628 FAX: 813-898.2802 e PRINT DATE: 06/09/21 SCALE: SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/td'HOOK GROUTED BOND BEAM TIE VERTICAL REAR JC VARIES PER ELEV. /t Z 9 TO HORIZONTAL REBAR HOOK _° _ a _ GROUTED BOND BEAM VARIES PER ELEV. •- Z •- a g ^ Ie° •G #5 BARS Q _Q m FED] • m = 10" HOOK 8" a, a CLEAN OUT REQUIRED - FOR INSPECTION 4 m O 0'-0" FIN. FUR. O TIE j AL HORIZONTAL TO HORIZONTAL 1� Eli REBAR W/ 1d'HOOK �— BAR SIZE 48 BAR DIA. ° Z� M OU #3 16, CMU UNIT DIMENSIONS Q ARE NOMINAL SIZES #5 39' #6 36" #7 4T OFFSET METHOD 48 CONTINUOUS BAR SIZE BAR DIA. METHOD #4 z4" w/�MASONRY SYMBOLS HORIZONTALVERTICAL HORIZONTALVERTICAL #5 30" 3 SCALE: 3l4"=T-0" REINFORCING REINFORCING SCALE: 3/4"=1'-d' �„ #7 47' SCALE: 3/" 8"x&' 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 SHOWNW/#5 m DOWEL IN FOUNDATION. K-,,--'�DOUBLE FILLED CELL A It N I T I G T 8 5 GrouPL". 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mmabAmigngroup.com AA #: 000332B DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813$8B•2802 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od 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 P8S36, .177" ` x 2 718" 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 I)CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 8 R606. 1.2 FLORIDA BUILDING CODE, 7th EDITION, 2020 BUILDING, SECTIONS 1901.2 8 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 402/602-16) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.)CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST WISTANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615/A615M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615/A615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A1064/A1064M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2ODOPSI. 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 8'-0" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-O" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. F16.1 T/OM108 2-1TlOM/08 8F16-1 /0 1 8F16-lT/0M/0B 8F16-lT/0M/0B PRE -STRESSED I .1 .1 I I I I 4 A I I AH7T I I I I I t I I I I 8F16-1 TlOM/1 B Ell L___------_--J r-------------------r I UNO. PROVIDE BB1 WHERE ROOF mm TRUSSES BEAR, TOP LL OF WA @ 9'-4" LINO 16 I I LL I I �• m I I � I I 8 I I � I I LL � I t I I I I I I I I I I I I -------------------- � •m e 16 LL gL----- J t LL AH7AB 8RF14- /OM/OB 46 AH7 RECESSED N 8F16.1 /OM/18 PRE-ST SSED BF38-1T/1M/18 LGE LIFT BEAM PLAN A III C N I T E C T S Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdosigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134M-2628 FAX: 813-SW2802 in I 0 x ErvHa:v a� T.oT. SILVERADO LOT# 9 BLK 10 dAtt/►6E BTIING: LIFT BEAM PLAN PRINT DATE: 06/09/21 EIHEET s2 00 NOTES TO THE INSPECTOR/CONTRACTOR rYP.ekB' 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING t\0 REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND CGS AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 �\,\•� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16" 7p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH �FIP OJ / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. VERTICAL REBAR W/ 10' HOOK 8 / 6: O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. p0y' (r�G� 8x16 DEL. BOND TOP •�• Q4i� BEAM W/ (1) #5 BAR BOND BEAM 8 EACH COURSE •\Q� 8.• 8BOND AM TOP OF ��G�\ W/1 #5 BAR..� -, BOND BEAM ( 30" TYPICAL F = FILLED W/ GROUT I .�\�.0� U =UNFILLED GROUT SOLID FROM TOP \O NOMINAL LINTEL TO TOP OF BOND OF OPENING IN WIDTH # OF #6'S, 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 16-1 T/1 8x8 PRE -CAST CONCRETE GO S �P LINTEL W/ (1) #5 BAR (L2) p� EF NOMINAL�� LENGTH OF BAR = WIDTH OF MASONRY CORNER Q� HEIGHT #OF#5'S, TOP s OPENING-z' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR � THAT XFXX-1T/1 MOB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=T-0" REINFORCING OF BOND BEAM 1 AND XFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1'-0" TO PLAN FOR LOCATIONS ANDXUXX-1T/1M/0BINDICATES ADOUBLE BOND BEAM ABOVE UNFILLED T P LINTEL OF OPENING AND XUXX-1T/0M/0B 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 1.114" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") e" OPE M., FROM EACH END AND 18" N 1-1/4" 26 EMBEDMENT b _ 2x8 (MIN 2X 3)23/18 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE. MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING BAR TO BE PLACED IN 114") 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 BONDBEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWALL (� SILL CONSTRUCTION CORNER BARS `'� �� ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/T=1'-0' 3 SCALE: 3/4"=1'-0' V PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL � I • � I I - ISINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II ( II I U II (U II 8x8 CMU PIER PROVIDE #5 BAR / W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I 6TEEL REINF. OF OF AT ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 3/4"=1'-0" SCALE: SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" C N I T I C T t Grouse. 1441 N. RONALD REAGAN BLVD. LONGVI; D, 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: 81349W-2628 FAX: 813-886-2802 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG 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 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH 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 Q 16" O.C. 11, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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. I��a�������1■���'�i=�� ,�Illlio_IL YoIol'�' Via, %� 11.. � 11 ' 1' 1 •,,,� �1. HIIT 11. �!oilo, Co1ol0 11 � O 11. ///���, III. �/���� Lai .1. 11I � /� .1, HT IIII �.���/ 11, HT �1. HT 051 11 11. 11 la ■1. 11. 11- Ell - _ - 11. 1. III _ 11. 11 n Io u ■i 11, 11�I - - . 1 1 11. . m 70 `. --- �%1®®1i ON 11 1 _ �a�,��f� �= a r _ ��31�I ©I©I m ` �I�1 004 FRAMING PLAN SCALE: 1/4" - V-0" U.C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdmigngroup.com L AA B: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-US-2628 FAX: 813-81 A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 }•' NAILS TO TRUSS B42) 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 tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. tx2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFM/ALUFLOOR 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 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1A 16 1C GIRDER CONNECTORS) �Ea�€4..= 8em BACI®tRM Tl OOM 4500 314E WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) 12' WOOD PANELS 90 2x LUMBER a ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" 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 GIRDER TIEDOWN REQUIREMENTS. L—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SDS }'x2} TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SDS T' x tx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) J•' x 5'TITEN HD TO CMU AND (18) SDS }" x T' GALV. COMMON NAILS. lx2 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, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 20 2B 2 TYPICAL ROOF GIRDER CONNECTOR(S) CA # 11DO UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) V4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & T APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12tl a EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING BACKBt BLOCK SFHIEB 710f201E88 0'-0" TO 30•-0•' (1) W' BRACE SEAMS) LSTA12 20 GAUGE 4500 N ANELS 30'-l" TO 60'-0 (3)' X•' BRACE W/ 10tlx12 HDG COMMON NAILS. SECURE 2x8 PT. PLATE W EACH END TOTAL OF 10 8000 D PANELS 6'-0" MAX (W/1X4) (1) "X" BRACE CENTER TO BLK W/ 1PZ' DIA- 80 D PANELS OR 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' FROMCENTER TO END.WASHER SET IN HIGH 90 ® 2x WOOD FASCIA, STRENGTH EPDXY 6' lx4 DIAGONAL SEE ARCHITECTURAL':I MIN. EMBED. AT 32' OC MAX. BTM.CHORD LVUWOIST WITH BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG I -JOIST BACKER BLOCK PLAN FOR LOCATION P.T. PLATE W/ 12d's 8" 518E GYPSUM BOARD OR 1/2" HIGH U >a> MAY NOT BE STIFFBACK (AS PER O.C. MAX STRENGTH CLG. BOARD iv F ~ REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d'. @ EACH TRUSS SECURE IJOIST TO TOP PLATE IH TO BE INSTALLED a w/ (2)12d TOENAILS BTM. CHORD OF O.C. MAX. Tf - r WOOD ROOF TRUSSES DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W! SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WI_ BD. SEE SHEET SlAA FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION @ L.B.W. `+ SCALE:3/4••=T-a' (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM. - PLATE DEPTH 1/4•D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5•D SGL. STUD HOLE EDGE >5/6' HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING %1 AND BORING LIMITS V SCALE: i 1YY'=1'-0" HTT4 W/ 518E A.B. WITH MIN. T' EMBEDMENT +-�+ TO SLAB & (18)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 5 LVL/WOOD POST CONNECTIONS SCALE: 314"=V-0' NOTE: W_-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, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <240019S, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 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 9 ATTACHMENT DETAIL SCALE: 314E=1'-0' 1.4 BTM. CHORD BRACING 64' O!C J END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: N4"=T-Y' 6 EDGE CENTRAL SPACING SPACING SEE SEE SSTM CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-SOLTS ARE Hl PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2) _ PT DIA x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGESPACNG CENIRALSPACING A DOUBLE 2X8 12" 8'1 on 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2X10 12" 8" O/C 16' 0/C D DOUBLE 2x10 3/4" W O/C 24" O/C E DOUBLE 2X10 14" 6" O!C 16, O/C F DOUBLE 2x12 3/4" 6' O/C 1 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=V-0" SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG1D TRUSS 60ALE 34"=,'-D' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS 6CALE'. 314E=V-0' LLM 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: 813-086-2828 I.: 813886-2802 PRINT 08 09 DATE: /21 SCALM: 1/4"=1'-0" SHEET ")� 1 a S likV S. 1 A 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, FLOOR BRACING SCALE: 3/4"=V-0' SIMPSON H6 W/ (8)Sd COMMON NAILS 21 STUDS SIMPSON H6 W/ (8) Sd EACH END COMMON NAILS, EACH END EVERY STUD ON EACH END OF "BUNDLINTO E' LE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 1Od x 1 GIRDER TRUSS 12"HDG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=V-0" DRUSSESWI 10d 3' O.CE 1ST PLY LEDGER AND 10d x STAGGERED UPPER PLY INTO 26 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION 0 rZ O= p U K Qw PER ELEVATION E—g 1X2 FIRE -STOP Mi #8 WOOD SCREWS �M - x 2' LONG Q 3" O.C.; jllllll, STAGGERED OFF CENTERLINE OFF 2x6 NI 3/4" AS SHOWN SIMPSON A23 EA TRUSS NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING %,�ON EXTERIOR WALL SCALE: 314"=T-T O NOT USED 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d (� O.C. O E NOTE; a TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG QO.C.; MI 2x4 BLOCKING EA. BRACE. TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. BELOW O STAGGERED OFF NAILS ® EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE ® 48" O.C. W (5) 12d 1'-0" MIN. FROM 2ND. FLR. FLOOR DECK NAILS EA. END LINE 2x8 CONT. WI (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/7' EXP. BOLT MN Sd RING SHANK NAILS 104" O.C. MAX BT. OF FLOOR TRUSS 8" CMU WALL AT 16' O.C. AND 6' FROM INTO BLOCKING (BT. 2X61S FOR WALL SHEATHING NAILER ) REINF PER PLAN END W/ MIN 5-12" EMBED. 1611 NAILS ® 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC II' �/4„ " PER ELEVATION PER ELEVATION LL �5n 0= �PAU(' NAIUNG PATTERN Oa � PER ELEVATION PER ELEVATION PER ELEVATION 2x4 P.T. CEILING PRE- 24 M ENGINEERED WOOD PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS �,2DC FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 REPAIR DETAIL IF FRAMING PLAN) BOND BEAMREO BOND BEAM RED. EVERYTRUSS(VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSONHETA-i6� W/ TRUSS PLAN) AT TRUSSES PARALLEL (VERIFYW�TRU S SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE 34"=1'-0 C PRE-ENG FLOOR TRUSSES NOT USED O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL, PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKINGG TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX PER ELEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 112' HIGH W/ 12" DIA. ANCHOR BOLT W/7' A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LEIS 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 37OC MAX. B - (2) SIMPSON MT512 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 26 P.T. U < 1420 LBS W/ (14) 1 Od BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DEL TOP PLATE PROVIDE BLOCKING . 0. • SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. 0 AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT, 2x4 SECURED W/ (2) 10d's Q EACH FILL ALL HOLES, DO NOT USE 10d x 3' 12'k9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED ® 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. 16" 108 10b 10c OC MAX. SCALE: 3/4„=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 Ts,��CONNECTION POST SCALE: 3/4"=1'-0' a n A- SIMPSON MTS-12 U <990 LBS W/ (14) lOd 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) 1/4N3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10)1/4" X 212" SOS TO POST TRUSS CONNECTION @ L.B.W. I+OSTTOSLABCONNECTION A88 - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP, BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-1/2' NAILS TO POST. LLC. 1441 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: 813886-2628 FAX: 8138862802 JUN 1�1 PRINT I)A . 06/09/21 SCALE: SHEET S3.1B 2X KNEEWALL TO BRG. HT. SECURE TO CM W/ 1/1'X9' ANCHOR BOLTS W/ 2' WASHERS SET IN HIGH STRENGTH EPDXY In 24' O.C. (T' MIN. EMBEDMENT)-TYP. (2) 2XI2 DEL STUD U/(2) SP4 (TOP 4 MOT.) S' STUCCO BAND ot iv LL Z cp LL F PRE -ENS TRUSS(STRAP PER FRAMING NOTES) (2) 2XI2 HDR W/FLITCH PLATE. ATTACHED WK2) MSTA-24 • EA. SIDE PRE -ENS TRUSS(STRAP PER FRAMING NOTES) MTL. DRIP EDGE /r- 2x SUB -BAND - VENTED VINYL/ALUM. SOFFIT DOUBLE TOP PLATE DBL STUD UJK2) SP4 ENTRY SECTION -ELEVATION D B SCALE: In'- V-®' 1441 N. RONALD MAN KID. LONGWOOD, FL 327S0 PH: 407-774E078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 164 FAX: 6134886.2802 D W 06/09/ 11 BHEUT S3.1C FOR ASPHALT SHINGLE ROOF, USE MIN 7116" STRUCTURAL SHEATHING EXP 1(24/16) OF 15/3Z' STRUCTURAL SHEATHING EXP 1 (32116). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/37- STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH OIA. TENSILE STIR. SHANK ASTM Ed RING SHANK 2 3/8" 0.113 170,000 RING (PlE 20 RINGS F1667 SCREW SHANK PER INCH) RSRS-01 SO RING SHANK, PNEUMATIC 23/9' 0.113 I F1667 SCREW -NAILS RSRS 01 EXTERIOR SHEATHING USE 10 COX OR 7/16' O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND ed RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF BREATHING ATTACHMENT SPACING 20NE 1: Sd NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2c 8tl NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3n Sd NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES . w 1i a Zy w za (9°w Z D 2 U u O Z v K S KW Y WQ 00 11 ............. I L TYP. EXT. SHEATHING ATTACHMENT GABLE-ENJ x RAFTER OR TRUSS ROOF SHEATHING Z = 0 9 3 m U BUILDING LENGTH U r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) AOD'L DROPPED TRUSS 2)(4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 1610.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING C 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE Ed RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` C#B Z' DECK SCREWS @ 6"-8" O.C. MAX 0 EQGES & 17 O.C. MAX IN FIELD, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL I I _ -ROOF rF-=dF ROOF WIND DESIGN PRESSURES NET (GRCG ASCE T-10 I=-2'!.5 ZONE3=J3.1 ZONE 3e=-33.1 ZONE 3e=30.T iw�iE it=a'Nsi zcrvEw.aS.s ENOZ0IE g9iPfYE -C R—EED 150MPH cATEGORr. B A GTApORY.II APREI 93URE OOEFFIFI.EpEM. MEMBERS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PINLIGAnON SIZE TYPE I SPAwro REMAR(S APPLIOATON 9QE TYPE SPAGNG REMARrcB Ir1P1FURRIN6 TO MASONRrICONO. CASE HARDENED COIL NAIL I I?LONG. 0'QC GAMGE DOOR BUCK TO MASQ RYgONC III'�A NO WASHER TAPCO IMASJf4iY iA9TENER 0.0.0 11?EMBED,d"ENO dsT.. 111TEDOE daT. SGD, AL. E%r. DOORS LASE HARDENED COIL 8.Ox: DOw'DOOIUiA9TENED GARAGECOORBUCK DA OR I?qA. E%PPNSION Bw-T IB'OIC (va'OIN d"EMBED., d"ENO DI9T., x t, SEE NOTES IIR"LONG. STAGGERED INTO MPaONRY,CONC. TO MA90NRYgwdC. 1WA9HER OTC("_) 3'EIX3E dST v4NDav&1CK CASE HARDETNEDCOL e'wc WINDOWID-FASTFNED MErALsmAP TO CONTACT THIS ENGINEER FOR SPACING Ix PT.EEENOTE6 NAILII?LONG. aTMGERED INTO MABONRf/WNC. MASONRY rCUNc REQUIREMENTS EXT. SWINGDOOR NO11091A 'TPPCON IIR" EMBED. BEND. NON6EARING WOOD 10'° E%PANSKk1 4"EMBED. d"END BUCrc Z,PTSEENOTE4 ABHER FAeTnER 10 wsr.,11?EDGE asT. WALL TO LONC. 9lAB WI WASHER BOLT ]d" wST,BEDGE war. 'O WINLODL. G130°PAFxP1Po' B'Q'C d"END.DI9T.,1f? STEEL WL,9EE WI WASHER STAGGERED EDGE w9r. NOTES NOTES 1LES 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 RAND 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 NQA OR THE SPACING DETAILED ABOVE 6. WNDOW AND DOOR BUCKS SHALL BE AS VMDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED VA TAPCONS OR PAF TO THE SUBSTRATE, GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M MAXIMUM AGGREGATE SIZE SHALL BE 34'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pRQVIDE 6%WR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NCN-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: FSC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE &MILOONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE U14DERALL SLABSO"ROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLO-FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7M 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 ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1084/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Tt-0 OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAVANGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTED20 P sf TOP CHORD-non<onwrrant REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 36" WOOD TRUSSES. 10 paf BTM CHORD-nonconwrtent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIIASCE 7 88: 1990. 15 paf TOP CHORD 20 psf TOP CHORD (7 pSf w/ ASPHALT SHINGLES 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 sf BTM CHORD 5 psf BTM CHORD P 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD O RESIST WIND UPLIFT: 10psf D T R p MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE E G T CONTRACTOR SHALL IT I C L BM SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PSf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 020) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10ps1, 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: 200pV,, 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 40pW MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM W TH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER.. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE 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 ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f m = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR . SSUBMITTAL DRAWINGS SUBMITTED WITHOUT REVIEW WILIU L BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH VOTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAVMNGS 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' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 paf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM DA557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. 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 BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-OWGRADE 3,D00 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 S 4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C940C94M OR MEASURING, AXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED 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 N 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 OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REM SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDA)R WEATHER 1.1/2' FOR I6AND SMALLER 2' FOR AB 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 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 MI. STRUCTURAL PIPE SHALL BE ASTM A531A53M, 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 F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 0 A I C N I T I C ir I 6 ■/bs7'g11 Grou j+r . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde9Igngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S88-2628 FAX: 8134186-2802 • © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J-CW MAX. DETAIL A FASCIA 7Q STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX: nl`TAII n J-UNANNtL FASCIA FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @-+_ 12" O.C. MAX (INTO 7QWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLESINSTALLED 7D THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR -TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. SOFFIT 10 T"�J-CHANNELQ O STAPLESINSTALLE THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 30 J-CHANNEL j' MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'----- 1.--SPAN'L=+i. 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 WOODAIM (NOTE: 1) OFFIT SEE DETAIL'DSEE DETAIL'E' 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 rTRUSS/J01 / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN iOFF1T 10 Q DETAIL B J-UHANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" 9Q MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO Q7 WOOD) IN J-CHANNEL _ Q SLOT OR T-NAIL @ 12" 5 O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL f. I DETAIL C J-CHANNEL BY OTHER 2 114" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. • ls��>?�•• �• �• •• � i � 3.519 l;{ flil;t' EAVE WIDTH�� 375 .375 (ROOF .4 3.625 3.625 3.66— OVERHANG) 5 \ OB .0 12— "-CONCRETE; A _ I CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A I C N I T I C T• GrouOLLLe. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488-2628 FAX: 8134W2802 BUBDM Se LOT,. SILVERADO LOT# 9 BLK 10 PROJECT# 11371Q (NN—nQlni SOFFIT DETAILS O6/09"91 SCALE: amm SDI m d1b