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Home My WebLink About7395 Steer Blade Dr99 2 361 —8- J J — D TE S T I FOR: R, HOR110N +� 0 lop 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -p�Wp=i�B^uvK=G CODZ, B AL, A/C ABOVE LAM. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRNE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 ■aAla. TH 31)=N � -ALL LOCAL AND STATE COIDIC4 -OCCUPANCY - RESIDENL44 GROUP R3 -CONSTRUCTION TYPE - VB MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE - B •1-STORY RESIDENCE - -2-STORY RESIDENCE -MAX HEIGHT AS PER LOCAL AND STATE CODES AD AIR CONDITIONING ADJ. ADJUSTABLE ACT, ALTERNATE AMP. AMPERAGE BD. BOARD CL CABINET NE CAB, CEILING cccr. CEILING CLR CLEAR CONIC CONCRETE CONIC CARPET c.T. cERAMICTBE D DRYER vet. DOUBLE DG. DUAL GLAZED DIA. DIAMETER MUM. M.C. MFR MIN. MT. MID. MTL. N.T.s. O.C. PL P.B PH. PLT. PLYWD. PR. P.T. MEDICINE MEDICINE CABINET MANUFACTURER I„RNB,IUI„i METAL THRESHOLD MOUNTED METAL NOT ioSCALE ON CENTER PROPERTYLWE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED pB/•u/19 ADDED 160-C BNGI1/E6<tII'iG ARCHITECTURAL SHEET DESCRIPTION 07/29/19 ADDED STONE CAP NOTE 7'O ELEVATIONS PG CS -COVER PG GN-GENFSRAI, N S PG Al-FLIL LAN PG A2B-ELEVATION "B" FRONT &REAR ((B �12 PITCH) PG A38-ELEVATION "B" RIGHT &LEFT (6/12 PITCH) PG EI-Fe�CTRICAL PLAN PG PI-PLU� .PLAN pG M1-yg CAL PLAN PG DI-1>Ef PG D2-D PG D3-_p�R/ O PROVAL LISTING PG M�-11 A�S3I I D AI[3 AA�y,�L, �YB� PG WA AS1EY9LY D AIS 10/14/19 UPDATED LLD LIGHTS PER D.R.HORTON 2/04/1 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 01/27/20 ADDED SIMPSON CONNECTORS I.1.0. USP /�/2D UPDATED VASTER BATH, BEDROOM /4 It BATH rs 07/14/20 CHANGED ROOM NAMES PER D.R. HORTON 12/01/20 MADE REDLINE CHANCES FROM ENO. FOR 2020 CODE CHANGE 12/01/20 WAr=G ON ENGINEER APPROVAL FOR DETAIL UPDATES 01/19/21 RIMPATHED ALL XREFS FOR 2020 FBC CODE CHANGE DDISF DIMENSION DR DEEP DR DOOR DS, DOWNSPOUT D.W DETAIL D.W. DISHWASHER RRAD. RA.G. REF. RM. R.O S.C. ER RADIUS RETURN AIRGRB.L REFRI°ERATOR ROOM ING SOLIDHORE EXT SOLID CORE EXi DR PC WA -WALLAS888E1yy0BB3LY D AD3 PG WA6-WALL AAA393SE1[BLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ��1 /��C!i S .P 1. CAL Q P 1 AL S ROLAND A. ABOUCHACRA AR No. 93723 EA. EACH EIE°. EQUAL GN EQ, EQUAL EXT EXTERIOR EXT. EXTERIOR F.G./FX, FIXED GLASS S.D. S.H SHT, SHTHGWR. SHWR. Sim SMOKE DETECTOR SHEETSINGLETHNIC SHEET SHOWERNG SHOWER SIMILAR A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 LIVING 2312 SCR. FT. GARAGE (ELEv. B) 531 BQ FT. ENTRY 50 Sa FT. COVERED LANAI 201 80. FT. F.O. FUEL GAS FIN Fun SIT FL R FLOOR FLUOR. FLUORESCENT F GDR. FRENCH DOOR . FOOTING SL. SL. GL SID. SWS rEn� SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 3160 1361 FT. GA GAR. DIST. GAARBAGE DISPOSAL. °.P.I. NRTEERRUPTER�TCIRCUIf GL. GLASS THK. TO.C. IOS: TYP, THICK TOP OF CURB TOOPP OF SLAB TYPICAL STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG SI.1A-DETAILS PG S1.2-DOWEL PLAN PG 31.2-DETAILS IL9 PG S2-LIFE BEAN PLAN PG S3-ERA LNG PG S3-FRAMING PLAN PG 33.IA-DETAILS PG S3.IB-DETAILS PG S3.IC-ENTRY DETAHS "I j. PG 3D1 SOFFIT DETAILS GYP. BD GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDRORH HE W. WASHER INSIl. INSULATION WD. Wool) INT. RNTERIOR WOW. WIT WATER WINDOW W.I. WATER HEATER DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABHJTY 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 RF1.a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. A A C N I T I C T f 6 GMOO 341 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744076 W Abdesi8ngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAX: 81338&2802 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. 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 ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. & 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 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/NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." nWER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 2C AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P30052. 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 I. 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, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS /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 80FFIT8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21 A SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) L S C N I T L C T S 6 Groin 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeslghgroup.com AA 8: 0003325 DRAFTING BY.- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134W2828 FAX: 813-SM2802 BNIIIIIII! IBM. &LAT: SILVERAD0 LOT #23 BLK #14 GENERAL NOTES DATE: ` 03 02 21 DAT SCALE: 1/4"=1'-O" Sl[i MT GN 4W 4'-4' S'-0' '-4' g'-g• 4'-6' '-4- F. 25-SW H= 6'X12' FG. 25-6H 25-SH EGREBS TEMP EGRESS EGRESS -- -- ------------- _ 9 s BEDROOMr r a+ LANAI 9'-4' CLfs. I I BEDR OM W-41 2'•0.1 9' 4' GLG. ® O m I too I 3'-81 1'-101/2' 40' J 1'-0' 3'-10' '-4 f I 9080 6GD. ' IR-ISH cv`v p ------__— 61 Tr r------ I -� - C T lai 1'-4' 3'-6' 4'- I' 16'-5' 1-g' CAFE I i :Q W-4' CLG. I I 9 m I I ® �'-8, 24'-1' 3'-6' I I ---Al I I I , x" I 'v ' GREAT ft00M I 0 9 I it TRAY CLG. v •4 v TO 101-C (/ I I I I C e eN1U vE6 0 I KITCHEN AWISH I 0 ORT. 8'-6' `r '-4- 3'-0' 14'-6' 6'-4' 2'-4' ' -1-- T 1 v DINING � �I s v BEDROOM 6 % I ?i W-4' CLG. n � e .-C.6 -2' 3 -2 MT T 2 -0 W14 2XIO 54'X22' �-----1 WC o PRE- PLUMB ATTIC ACCESS I L-----J BHDR TIIC L.T. ;S 8'-O., I C T Q BATH TU= 9'-4CL& FOYER IR•ISH ------ 9'-4' W.G.• Q - 35. my h ry 0 GApA�y� iG T-4' CLG "' 28'-4' W/12A2' S.L. 5'-5' S' 13'-4' v BEDROOM � 9 ENTRY I'•4' CLG 12'-V W.G. i0 1-01 OA PEI *'-t X 1'-0' O.H. 8'_0- 4 '-4' If., I'-4' 5'-0' EGgRE58 6'-4' EGRESS X-10' 3'-2' 28'-4' 6'-4' 13'-4' 45'-C' FLOOR PLAN SCALE: 1/4' • I'-0' "�— NICHE TEMP. GLASS TO PLR W/ 24' TEMP. GL8. DR FLOOR PLAN NOTES . ALL DIMENSIONS ARE FROM FACE OF T %' BLOCK WALL (OR EDGE OF FLOOR BLAB) TO FACE OF WALL STUD UNO. - ALL INTERIOR WALLS ARE SIP UNO. DRYER VENTED TWROUGFI ROOF (VTR), NOT SCREENED. • AIR COMPRESSOR SET ON 44'X44' POURED CONC. PAD. PAD BEGINS 6' FROM EDGE OF STRUCTURE. • SEE SWEET ON FOR GilNERAL AND STANDARD BUILDING NOTES. . ALL HABITABLE RDOME TO NAVE ARC FAULT CIRCUIT NMPNMJ'TER • ALL FULL WEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENINGS ARE SWEAR WALLS. SQ.FT. CAM'S LIVING 2312 SO. FT. GARAGE (ELEV. B) 531 SO. FT. ENTRY Be SQ. PT. COVERED LANAI 201 60. FT. TOTAL 3160 $Q FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY .p DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL ERG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. BE EMIPPEDI WN IT14 SOLID WOOD BETWEEN T14EAND NOT LESS STDHAN ENCE 1 3/8'ALL (35 MM) IN THICKNESS, SOLID ORHONEYGOMB-CORE STEEL DOORS NOT 9'-4' 5FV. LESS THAN 1 3/0' (35 MM) THICK, OR 20-MIWTE FIRE -RATED DOORS. RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL VX6'X35-I/4' LOW WALL 21X6' STUDS • 16, O.C. W/ 1/2, DRYWALL SHIM AND SECURE COUNTER TOP ES MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT JBAR REINFORCING KITCHEN C Q 4 BRACKETS AS BASE BNECESSARY. CABINET m I A BARTsDETAIL COIFOIBIf AND DB pmIl Am, I r IAIC ■D OTCBAE FOR I aiE001D CU918 CFO= omm M SkVHUDM IBIAiI® NDTI'PE FM#M MIN. WINDOW 3 5 243/•325 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR. MIN. CRITERIA SGD. MIN. 12 5 21.2/-263 CRITERIA 16010 O.H.D. 112 5 205/44.5 8010 O.W.D. 56 5 21.6/-21.1 BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICIENT - i 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-6" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CMMDAIDOM A RON I T 16 T I Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.corn L AA 8: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$68.2628 FAX: 813-B66,2802 AREA OF ATTIC = 3157 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3157 /300 = 10.52 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1515.36 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5X 1515.36 = 757.68 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 757.68 /115 TOTAL# OF VENTS REQUIRED = 6.58852 TOTAL# OF VENTS PROVIDED = 7 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 LINEAL FOOT = 757.68 /11.736 TOTAL LINEAL FT OF SOFFIT VENTING REQUIRED = 64.5603 LINEAL FT OF •AREA OF ATTIC IS THE PERIM [TER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1-16-1111!7 �■II�II�I 1011101101 Ia! ICI ICI ICI ICI ICI ICI --------------------- WINDOW f RAISED I I BAND I I I I I RAISED STucco I BAND --------------------� HGT.�E I I sE ROOF I WRJDOW DETAIL DETAIL (\ A SCALE: I'. I'-0 B `---------------------'/ �-------------- - - - - - - - - - — RAISE� D . g -4. 5RGm / STUCCO •-- -'^^ '-�--- —� HGT I SAND l �'. I SIDE ENTRY BIDE c p I,-0• I LITE DOOR LITE I +I' �n s •I' I FOAM a CAP I 5' 5' I i0 0 STONE :m A VENEER I I 0'-0' FM. FLR DETAIL --------------------------- FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION /------------ / DECORATIVE \ ELEMENT 0' I I I I II' II' I I I I I I I I s I I - I I I I I I I DETAIL D SCALE: I•• I'-0' / ------------- FOAM CAP I 7n STONE I VENEER I I I I N N I 1 .2' I I I I I I I 0'-0' FIN. FLR I I I I I I I I I DEETAIL I E SCAL, 1'• I'-0' `--------------/ A III C N I T! C T• Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 3M2628 FAX: 8134M6.2802 SILVERADO LOT #23 BLK #14 FRONT & REAR ELEVATION "B" DAB 03/02/21 SCALM 1/4"=1'-O" own 12'-S _ W.T. S'-4' BRG. _ HGT. 0'-0' FIN. FLR. I\ 5 SHINGLE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ROOF I 0 TEXTURED FOAM 9 FINISH 9 CAPEl uJ eD STONE s !- VENEER - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - - — RIGHT ELEVATION (TEXTURED FIN115447 A R C N I T I C T! rmilliv LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.00m 6 AA #: 0003325 A IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686-2628 FAX: 813686.2802 �S SHINGLE BTJMIV 1.0m OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT RooF SILVERADO LOT #23 BLK #14 PRCIJL'CT/ 03719.001-2314. M0 2368-B GARAGS BWD90: 4LEFT HCsT. PAGE: 10' RIGHT & LEFT ELEVATION TEXTURED FINISH 9 FOAM B�� CAP 2--0- c0 STONE VENEER ST �D ARC Ti --------------------------------------------------------- -'-O �— e LEFT ELEVATION (TEXTURED FIRSHJ a- 03/02/21 SCALM 1/4"=1'-O" s m A3p ELECTRICAL LEGEND GYM. DESCRIPTION yA• TANDARD SWITCH y{}" -WAY BUTCH -WAY SWITCH IMMER SWITCH HN BUTTON ISCONNECT T RMOSTAT ME RECEPTACLE 112OV/A0-AMP GLE F'OLE) IOV DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED ITN GROUND FAULT TER)PTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 40: XTEROR WATERPROOF/GaFI CEPTACLE (GROUND FAULT NTERUP'TER) 10V QUADPLEX RECEPTACLE ® 1OV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE :ONNECTOW -� EDUCATED RECEPTACLE L MOUNTED LOW EILING MOUNTED LIGHT ANT LIGHT OOD LIGHT GCONCE PRE -WIRE T FAN WITH LIGHT (1 CFM PER Sa FT.) am BULB LIGHT FIXTURE 2"a BULB LIGHT FIXTURE A99a29 BULB LIGHT FIXTURE • TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN �( ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m k4' FLUORESCENT LIGHT (BURFACE T) FLUORESCENT LIGHT (RECESSED) � x co) GESG LIGHT • CE88 LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL FIELD VERIFY OGATION) (WALL MOUNTED) -BOX (CEILING MOUNTED) FILING MOUNTED FAN 0 T FAN 0 CFM PER SQ. FT.) JACK 10 DETECTOR (WALL MOUNTED) 0 DETECTOR (CEILING MOUNTED) 0 ) B1E8 �N TED OUTLET FOR "R_46E pt JACK • 44- PORT • LOC TON a PHONE OUTLET-9-4 —FAW TO BE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL P11110VI81" OF PSCR TLh EDITION (2020) 4 NEC 210.12 2011 • 220AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCFIEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN CAPACITY OF 50 CRT INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI80T3 FBCR TLh EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Tth ED • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE EBCR TTH ED (2070). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND TGBL OF LIfi14TMG MUST BE ENERGY EFFICIENT TYPE PER FBG ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. �lh ELEC. FOR HOOD/ MICRO A5v. I �p I -� I / -------------, I BEDROOM I �D I I � --1� • i BEDROOM I 1 E- l \ PRE -WIRE & I I - - - -\ FOR--� L CLG FAN PRE -WIRE \ 1 LED LIGHTING CLG \\ ; I PRE -WIRE I @ DOUBLE LAV. CO 1 1 / / UIP CLG FAN I BATH I �r / GFI SO•D // L r------"-1 I I • � I 1 I —► ' ---, I GREAT ROOM eOX LED LIGHTING � l ,--b--,� // @ SINGLE LAV. I I I CTER FOR ` OUN D.W. I PR\\ BATH 2 FOR FOR CLG FAN \ I 1►,I•C � • 1 ,� jTTC11EN I I 1 ,K--------------- I I BEDROOM Im GF PAN. DINING /1 ROOM'— i OPT. DINING / FIXTURE I LED LIGHTING , ` I /,-� /PRE -WIRE @ SINGLE LAV. `\ I SO/CO 1 1 / FOR / CLG PAN BATH 3 O /A 1 GFI• / 44'AFF. 0 44 AF�F - - - 4 AFP. _j / PRE- / PLUM15 LIGHT L.T. SWI OW IN ATTIC I ACCESS ------------ 8GFI CLG. awl CLG. OUTLET OUTLET GARAGE OUTLET FOR IRRIGATION TIMER PRE -WIRE -------- - ----- -�/ FOR COACH PRE -WIRE - - PRE -WIRE LIGHT FOR COACH FOR COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: I/4'.I'-0• LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEATPUMP NEC CODE #D2 HOUSE PLAN: 1 2368 MODEL 2368 SQ. FT. GENERAL LIGHTINGX 3 VA. PER 50, FT. 7104 2 20AMP APPLIANCE CIRCUITAT 1500 VA EA. 3,00( 1. LAUNDRY CIRCUIT AT 11 1 RANGEAT NAME PLATE RATING OR COOKTOP/OVEN 12, 1 WATER HEATER 450( 1 DISHWASHER 1,2 1 CLOTHES DRYER 5 1 DISPOSAL 1 MICROWAVE 1, 1 REF. 1,2 SUBTOTALOF GENERAL LOAD 375041 FIRST 10 KVA OF GENERAL LOAD AT 100% ioow REMAINDER OF GENERAL LOAD AT40% 127504 VA.X 0.4 11001. T)TALNET GENERAL LOAD 21002 4TON HEAT PUMP #1 28AMP X 240 VA 672 10 KW ELECTRIC HEAT AT 65% 6 NETGENERALLOAD 21,002 NETTOTALHEAT 1322 TOTAL LOAD 34,222 FUTUREGROWTH 10% 3422.1 CALCULATED LOAD FOR SERVICE 37,644 VA/ 240 V= 156 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210.12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 @ 70% 3,500 VA TOTAL 18,849 VA N EUTRAL AMPACITY: 18,489/240 = 78 A #2 AL MINIMUM N EUTRAL CONDUCTOR. PROVIDE 3 21V Du, I % CU Gem 2" CONDUIT OR PROVIDE 3 410 AL, 1 -4 AL COO IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANGJ 200 AMP ELECTRICAL RISER \/V/ NOT 70 SCALE 1 1 \ BEDROOM GENERAL NOTES. A E-ECTRICAL MATERIALS AND MGTALLATIOW SHALL COMPLY WITH ELECTRICAL PROVISIONS of n SEWCE COMBINATION 20O AMP ERVI� @O/240 VOLT DISCONNECT I PHASE \ qq \ Y THE FBG& TTH EDITION (2020). LOCAL CODES, AND MWTCN AND MLO ELECTRIC PANEL \ ALL LOCAL POWER COMPANY REGARIME TENTS. METER IN NE1A -(Il v ALL CONDUCTORS SHALL EE TYPE TNIN/TWN UNLESS NOTED LENOTED 07NERW6E. 200AO MCIE 3R ENCLOSURE MAR PRE -WIRE Bey r/ FOR ReL�av�a CLG FAN R71UET� Y EOAPMBR �7RPpN�G,�T NTERSYSTEM BONDMG TERMINAL AT GRADE LOW VOLTAGE CONVECTIONS PROVIDE 200 AMP, 00,240 VOLT, I PHAN — 1 :H CU SERVICE GROUND SECGPDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE 2/0 COPPER (CU) IN 2" CIA SCHEDULE SO PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 :LIMO ALUMINUM (AL) IN ELECTRICAL PROVISIONm OF 2" CIA SCHEDULE s0 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY T1 E ELECTRIC COMPANY. COORDINATE WITH C THE ELECTRIC LA DIA X • Fr LONG COPPER CC"PANY PRIOR TO BID. CLAD GROUND ROC IRCH]TIC Tf 6 Grou jL�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: 813868.2628 FAX: 813-US-2802 111111111111 SILVERADO LOT #23 BLK #14 ELECTRICAL PLAN 202 D -' 03/02/21 SCA X: 1/4"=1'-O" SHEET E1 I C T E 2'VTR I� 2'VTR 11/2•-�r�\ I \ I I1 y V2'-�•�� 2 2'VTR S i LAv T TUB f 2' 3' WC B 2'VTR 3' LAv IL 8 � I SINK W/ I 2' WC I I AV IT,UB ITO VENT �, 3• V I� 2' l 3' n 3' I { I PRE_ 3 Ij ✓ IPLUMB L.T. CO - 4' NOTE, ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. PLUMBING RISER 8CALE: NTS PLUMBING PLAN SCALE. 1/4' • P-m' TO MAIN MAR Grous� 1441 N. RONALD REAGAN SM. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613866.2628 FAX: 613366.2602 00 amnnm o0000000�:, SILVERADO LOT #23 BLK ##14 PROJECT# 03719.001-23141 MODEL 2368-B PAGE: PLUMBING PLAN 2021 D`�!'�' 03/02/21 SCAJX: 1/4"=1'-O" P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS IHALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN kV FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER POO NTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC NTH 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. S, ALL FIRE RATED CEILINGS AND WALLS SHALL&HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC IT14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER - SOLID LINE- SUPPLY TRUNK - BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL 14VAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER PLENUM;UMECWMICAL AIR RETURN W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL ON AND LIQUID AIR SUPPLYGERANT LINES UNIT Wl l2) AIR HANDLER%XII CONCRETE SLABVC 1/4' SHT.MTL. SCREWSTO IOR WALL4' CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAYLEEVE TO LINES BELOW SLAB CONNECTION TO PAD REFRIGERANT LINES TO PLATFORMCONDENSING WIT NOTE: MAIN CONO. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD 4 12'FROM STRUCTURE IN AN APROVED DRAIN, AS PER PBCR ITH EDITION (2020) BLDG. CODE SECTION 3013.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG 6. SEE SPEC. BRASS PLUG I'-8'X8' GONG. FIN GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED FITTING OR EXTENSION TO SOIL WADE 8240-K JOSAM 56000 OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP) NEXT. GROUND CLEAN -OUT (T NTF r ;7 L\"=WiJ MECHANICAL PLAN SCALE: 1/4' . P-O' A R C N I T R C T i 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdeslgngroupxom AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN: 813$88.2628 FAX: 813589.2802 S ILVERADO LOT #23 BLK #14 1 2368-B 1 MECHANICAL PLAN MAR 111/2021 D 03/02/21 SICAI.E: 1/4"=1'-0 SKEET M1 2X4 TOP PLATE PERPEAY PRE-RAB TRUSS IR' CLG. BOARD 1/2' DRYWALL � THY SECURE ST. 2X4 WOOD PLATE TO SLAG STUDS 024' W/ 10d MASONRY O.C. NAIL • MAX I Ir SLAB [MOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. FLR 'r ' Gr TYP. INT. WALL NON-BRG. SCALE= 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W511. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—f-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 1-0' TYP. O.H. 5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (D- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS s PIPE THROUGH BOND BEAM SCALE: 3/4' • i'-C' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.G. 8' CMu 1/2' GYP. WL. ISO, WOOD BASE — W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 0'-0' FIN. FLR a n TYP. WALL SECTION D NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR (�:)1-STORY HIP BLOCK WALL 4:112A g2)-PAYER UNDERLAYMENT SCALE: 3/4'.I'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 406S TYPE Iv, OR ASTM D 6151 ► � � � ♦ ♦ ��4 e 1 ii0•ii0•i•�•i90•.Yi4ii;i ■=III ►_�!� � � � �7i1� I:�.�.T.T.T.�.�.T.AT•T�F•?O.' - 28 GAS LINE THRU BLACK %3--� GARAGE DOOR JAMBS ' w'•rr SCALE: 1 1/2'-1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 905.1.1. ROOF SHEATHING THICKNESS AS PER SWEET SNI, SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS Vi-- lzfl4--x-T1 "w WALL SHEATHING THICKNESS AS PER SHEET SNI. 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 la' CMU FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE Ax PRE-ENG WD• TR185 AX 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY 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 SNI. 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 4x2 P.T. PURRING STRIPS • 24' O.C. 1/2, GYP. WL. BD. S' CMU WOOD BASE a • — , 0'-0' FIN. FLR a W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL SCALE: 3/4*-1'-0' CCT WGolgn rm 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.8862628 FAX: 819.888-2802 �esooe°a. S ILVERADO LOT #23 BLK #14 4 PAGE: DETAILS MAR �V 2021I I /I. 03/02/21 SCALE: 1/4"= L'- 0" D1 m 2X6 P.T. • CENTER OF DOOR FADER SECURED IW (V In' X S' J'DOLT W/ 4' MR EMBEDMENT UV 2' X 2' X tW WA81ER 4 NUT OR UV (2) V2' X 6' ANCHOR BOLTS V6' UTA844M 4 NUT SECURE 2a4 ON RAT TO MILK 6 U MASOINRY NAILS 2X6 GARAGE DBUCIK SECURED IW (5) VI' X 6' J-BOLT OR ANCHOR R BOLTS. UV 4' MIN. EMBEDMENT, UV 2' X 2' X V6' WASHER 4 NUT. (U WITHIN 6' OF TOP. (U UTHM 6' OF THE BIM. (3) EVENLY SPACED. O IN m R m 10 NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WNHRE fi 1 lmfi leTldNa ARF MOiE ATlRY.BNT GARAGE DOOR �I BUCK ATTACHMENT 4GVA, w•.re 2X4, m SECURE TO BLOCK W/ SAW TAPC4:*O (MK SHANK SIZE 145 MR HEAD SIZE 300 MIN. W-MOPOW 1 1/4') WITHIN 6. OF EACH END 4 W OIC. MAX SPACING. 2X4, clo SECURE TO BLOCK 03/16' TAPCONS (MIK SHANK 61ZE 346 MR HEAD SIZE 300 MM. EMBEDMENT 1 1149 UTHRN 6. OF EACH END 4 W O.C. MAX SPACING. 2X4, 11111 SECURE TO BLOCK W/ 1/4' TAPCONS MEN SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OP EACH END 4 16' O.G. MAX SPACING 2X6, ® 2x1.. = 2X6, 010 SECURE TO OLD= SECURE TO BLOCK SECURE TO BCK LO W(2) 3/16' TAPCONS WK2) SAW TAP0ON6 WK2) V4' TAPCONS (MIN. MR SHANK SIZE JO (MEN, 514AW SIZE J45 SHANK SIZE J45 MEN, MIN. HEAD SIZE 300 MR HEAD SIZE 3" HEAD SIZE 300 MIN. 6' CPU MIN. EMSE XIENT 1 1,14.1 MR EMBEDMENT 1 1/4')AC44 END EMDEGI'ENT I V4') IR' DRYWALL IRW THINO.C. MAX SPACING, S' OF EACH END —Lr 9• CM1RW OC. MAX SPACING. 6' cm4IIS, O.C. MAX 61'ACENG. 6' CM Ix4 P.T. OR 5/4'X4' MIN. 1/2' DRYWALL 1/2' DRYWALL V2• DRYWALL SECURE THM FRAME 4 PX4' 2X6, ® 2X61 ® 2XIN EMEND 1.1/4' INTO P.T. NAILER 6ECRE TO BLOCK I'X4' SECURE TO BLOCK 1'X4' SECURE TO BLOCK I•X4• BLOCK W/ SAG' WK2) 3K' TAPCONS P.T. NAILER WK2) 3/16' TAPC0N6 P.T. NAILER WK2) 1/4• TAPOONS P.T. NAILER TAPCONS DOOR CA6EG (MIN. 6HAPK 812E J46 1A6' OJOB, X 4' MIN. MIN. SHANK SIZE 145 DOOR CASING (MEN. SHANK SIZE J45 (MEN, SHANK SIZE J45 MIN. 1EAD BIB 300 MIN. HEAD SIZE 3" MIN. HEAD 612E 300 1/16' Cam X 4' MIN. MR HEAD SIZE 300 MR EMBEDMENT 11149 DOOR CASING MK EMBEDMENT 1 V4•) MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1-I/4' WITHIN W OF EACH END UT14IN 6' OF EACH END WITHIN 6' OF EACH END DOOR CASING WITHIN W OF EACH END DOOR JAMB OR WINDOW 4 ID' Or— MAX 4 16' oz. MAX 4 W O.C. MAX 4 WOG MAX SPACING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X ATTACH TO 2X PER SPACING- DOOR JAMB OR UXHIDOIU SPACING• SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MANIFAC'IWU1:8 DETAILS. NOTE, SHIM AS NEEDED TO F%AM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" DOM TO BLACK +3/4" OR +5/4" 2X4, 11111111 SECURE TO BLOCK W SAW TAPCONB MIN. SHANK 812E J45 MIN. HEAD SIZE 3" MAN, EMBEDMENT 1 V4.1 WITHIN N OF EACH END 4 W OG MAX SPACING 2X6. EEEI SECURE TO BLOCK WK2) SAW TAPO" (MIN. SHARK SIM J45 MIN. HEAD SIZE 30V MIN. EMBEDMENT 1 1/4') 6. CMU WITHIN 8' OF EACH END 4 16' Or— MAX SPACING. ta' DRYWALL 2XS, ® VX4' 6ECAM TO BLOCK P.T. NAILER W1e2) 3/I6' TAPCONB DOOR CASING (MIN. 844AJIK SIZE .H5 MIN. HEAD SIZE 300 MM. EMBEDMENT I V49 WITHIN 6' OP EACH END 4 WOG MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUM JAMS (DO NOT EXCEED 114.) DOOR JAMB TO BLACK +1 1/2" L� W TO BLOCK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/15" / MFW TO BLACK +1 15/18" kL,M 2X4, SECURE TO BLOCK W/ SIRS' TAPO" (MIN. SHRANK SIZE .146 MEN HEAD SIZE 31" MIN. EMBEDMENT 1 V41) WITHIN 6. OF EACH END 4 10' Or— MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-8TRUCTURAL W(2) SIRS' TAPCONS W*' TAPCCN MAN, 1-1/4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD 612E 300 MIN. EMBEDMENT 1 V4') WITHIN 6. OF EACH END 6' cm 4 W OG MAX SPACING. IA' DRYWALL 2X6 SECURE TO BLOCK 1'X4' WK2) SAW TAPCONB P.T. NAILER MIN 6HANK SIZE J48 DOOR CA85G MIN. HEAD 812E 300 MIN, W18NDMEW 1 V4') WITHIN S' OF EACH END 4 W Or— MAX 6PACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614E7 A6 NEEDED TO PLUMS JAMBS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" 2X4, SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 18' OG MAX WACMG. NOW, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROWN NON-STRUCTURAL WK2) 3/I6' TAPC0NO SAW TAPCON MIN. 1-1/4' (MIN. SHRANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MK EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 6, CMu 415, Or— MAX SPACING. V2' DRYWALL 2XS, ® I'X4' SECURE TO BLOCK P.T. NAILER W/(a) SAW TAPCONS DOOR CASING MR 814ANK SIZE J45 MIN HEAD SIZE JIM MIN. EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 10' O.C.MAX 6PACNG. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V47 aND 7X SECURE STRUCTURAL PRMBER WKaR2d WITHIN 6' OF EACH END 4 6' TO 6' OG MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" r.,m T0w To BLACK 4.3" NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 7/15" /'\WINDOW TO BLACK +3 7/18" v 2X4, 11111 SECURE TO BLOCK W/ 1/4' TAPCONG (MIN. SHANK 812E MS MR HEAD SIZE 306 MR EMBEDMENT I V4') WITHIN S' OF EACH END 4 W Or— MAX 6PACMG. NOTE. STRUCTURAL 2X MUST BE 2)6. ® ON OUTSIDE 4 SECURED 62CJRE TO BLOCK THROWN NON-STRUCTURAL WK2) 1/4' TAPO" (MIN. SAW TAPCON MR 1-1/4• SHANK SIZE .146 MEN EMBEDMENT INTO BLOCK HEAD SIZE 300 Milt EMBEDMENT 1 1/49 6, CMU WITHIN 6' 01 EACH END 4 W Or— MAX 6PACING, VJ' DRYWALL 2X6, ® I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 1/4' TAPCONS P P.T. X 4' MEN, (MIN. SHANK SIZE 145 MEN. HEAD SIZE 3" MIN. EMBEDMENT I V4') DOOR CASING WITH IN 6' OF EACH END 4 W OG MAX 6PACMIG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" a 1 RMW TO BLOCK +3 3/4" MAR A It C N I T e C T 8 6 Gr u JOE 341 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 w .abdwigngroupxom AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA FLORIDA 33634 PH: 813E86-2628 FAX: 813486-2802 ainmm� PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL If MANUFACTURER CATEGORY DESCRIPTION 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 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13672.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.32 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30860.2 SIMPSON STRUCT. CAMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 31496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WAIL 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 12/33/2024 15353-RS MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS& DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS 0.0PAY SLOG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 0.0PAV BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 0.0PAY 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'•8" SWINGING EXT. DOOR w/SIDEIITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-RS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1521E-R8 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC ROOFING ROOF VENTS 2020 FBCR 8/17/2021 30477-RS JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 02/25/2021 A N C N I T N C T I Groin 441 N. RONALD REAOAN BD LONOWOOD, FL 32780 PH: 407.774-8078 FAX: 407-774.4078 www.ebdeel8ngroup.com AA #: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUNIONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 813.888.2802 INSTALL FASTENERS (CLIPS: A R C N I T R C T i ter. STRAPS. STAPLES) AS APPROVED GUILC 1t4 WRAP REOUIIEED TO SECURE SHALL BE LAPPED A MINIMUM OF PIPE/ WIRE TO PRAMING 6' • VERTICAL LAPS (ROLL WIND LAYER q E4106) 4 6' • FIORIZONTAL LAPS, ALL SEMIS NEED TO ISE TAPED LATH VERTICAL LAP TO BE V STUCCO YRM WITH FORTIBER SMAT44M6 TAPE UAW LAYER -2. FORTPIOER PREFORMED CONTROL JOINT / OF — -"' 1' THICG, 9 COAT CEMENT \ PLASTER / \ / \ METAL LATM BUU.DMG PAPER 6'16' GELP-AD14EPONS MEMBRANE ��' GrOUoa BE WIRED TIEE. O L4FLANGE � 9•T \ IIAfa LAYER 4, PORTPICIER / \ PLASHING OVER 4'x4• MEMBRANE SLAR O.C. MAX IVERTJ. Do NOT FASTEN CONTROL JOINT TO BUILDING PAPER J r naL LnP • ne*nL urw FLASHING FLASHM6 OVER APPROVED OVER WALL EVEN IF STIO EXISTS / \ FUO16E UElAI-. RA641NG Te lx791D eNTo PtPg 1441 N. RONALD REAGAN BLVD. BEYOND EXCEPT STAPLES V APPROVED METAL LATH LONGWOOD, FL 32750 W LEG MAY BE USED TO 1E1'IP. FASTENED -1' (VERTJ Or- MAX �( X X X. PH: 4-6 SECURE JQMt AT SUPPORTS FLASHING OVER APPROM91BRANE VED FAX: 407-7 078 DURING078 INSTALCONTRLATION DURING MBTALLATON WRIS LAYER 4, Hotly. .a d WVVW.abdesigngroup.Ktxn FASTENERS TO BE SPACED STUCCO ttIRAP r1ETAL LATH FL�pm ro ExryJD awre PIPE 0003328 • 1' Or- MAX VERTICALLY DRAFTING BY: WOOD 6IEATHMG Y THICK 3 COAT CEMENT . CONT. BEAD OF SEALANT I ne°L UM SAYE I PLMTER LATH INSTALL AON DONEBARHOUSEURM MR R OYEIII! INFILTRSFEATHING A DRAFTING IGNC.UP 'Uu'fit..., !xe"'h,•,x a.1,+ -. Fk' UR6 LAYER 2 FORTIFIER I /�—UAm CATER �. PORi1FiBER 8439 BEAUMONT CENTER BLVD. BWLOMG PAPER - / - `• LAYER -L. - -• RMIBH (SEE TYP WALL BEGTIaU GVUM SUITE 1004 TAMPA, FLORIDA 33634 STUCCO U.RA1P PH: 8134MS•2628 k I FAX: 8134MG-2802 wry 9IOQD SHEATHING ET"GONTMUOW�T vTo.• vTo.• SECTION s c to t, ool"r ItIII6m atxl awrtll9 JOINTS T BE STOPPED AND \ Exterior usa of porUarid cement plaster atoll comply with the.pplkaUon ;o 1111111 TIED AT EACH SIDE. /\ PROVIDE 2X4 BLOCKING r nN LAT 1,U11 hts of H5IM G Y1B M, {� PER ASTM C063 PLACED FLAT MAX. 6' TO 8' LAP, s• oeR Installation of exterior lathing and Naming �!i^ FROM CONTROL JOINT UAEN KL LAP shell comply with ASTM C 106&19a, NOTE,/ CONTROL JOINT FALLS ON y ar ASTM 1T8T. yU 1. FASTENERS FOR LATH TO BE NAILS OR — STAKES STRUCTURAL SlilD 2 BGALG 1 IR�R - P Q STAPLES IN COMPLIANCE W/ A6TM CW63 r 2. WIRE TIES TO BE (NO. 18) 00415' WIRE / 3. BLOCKING 04OUN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN \ 4'x4' 6ELF-ADHERING MEMBRANE 6 FLASHING (COMPATIBLE 0U HOUSE VERTICAL LATH ILRAI-MATERIA )OVER VED HOUSE & PAPER DETAIL FLASHING, TO ONTO IMP% ' \ / WOOD STUDS I' OR LESS PIPE �?+` 6'xb• SELF -ADHERING MEMBRANE a PENETRATION - 1 FLASHING (COMPATIBLE III/ HOUSE .L SNEATFIING �'., f KELP- OVER 4'x4' AD1ERMG)MEMBRANE SIDE LAPS OF FETAL } FLASHING OVER APPROVED PLASTER BABES SHALL ` HOUSE WRAP. O"M" TYPE CONTROL JOINT SECURED4t m. I�MR •w � FLASHING ro ExrEam aNro PPE TI4ffY SMALL ISE TIED BETLEEN SUPPORTS WITH 0J3415-UL (I21-MM) STUCCO M LAr • LATM CUT AND OVERLAP ONE SIDE OF WIRE AT INTERVALS NOT v LM • PAPCR SELF -ADHERING MEMBRANE MORE THAN B' (228-1'M). PLAS14MG ��q CUT AND OVERLAP ONE SIDE OF Ot FCL.c wnao • R. A O L POLO INUAM • FT. A AS PER ASTM CI863. STEP 01 STEP 02 FLA6HDELF-ADFIEWNG MEPDRME ®.� 2.eOA"e^"5 ® KICKOUT NOTE, ® IroRREL'ARa,'EAR° HORIZONTAL LATH 3A PIPE PENETRATION DETAIL (FRAME) DETAIL M URB LAYERS, TEARS MAY BE PA TA & PAPER DETAIL PERWA4USEMA URAP TAP! N.T.S. PER MANIF. SPEC OR y saoLp PEEL 4 STICK ar WOOD SHEATHING OL FOLo "RAW . O L roLD aaUAILO .PGA OR CMU Pr. A 2. CMAM . Pr.IF 2. elasea . R.6 WR5 LAYER 01, X. C IAW . PT. C x c;X111Am - rr• C STUCCO WRAP (FRAME ONLY) - stmDIV. Z LOT: kpcwPr.c&lmm. t SILVERADO THICK, 3 COAT CEMENT LOT #23 N' PLASTER(FRAME), 1/2' 2 COAT BLK #14 CEMENT PLASTER (CMU) LEGEND PROJECT# METAL LATH (FRAME ONLY) 03719.001-23141 Y e MODEL LAP WR5 4 TAPE OVER DRAINAGE PLANE (WRB 2368—B .,, SCrran ROOF/WALL SCREED GARAGE sWMG: RaNdlT-109� LATER *i, STUCCO WRAP) LEFT i• TWM 3 COAT CEMENT �� Z 5'X5' 'L' TYPE CONTINUOUS WRB L A�'E R *2 (FORT IF I BE R — — ...... — "IWALL PLASTER (PRAPWA l/)' T COAT L CaMw FLOATM (awU6 GALV. METAL FLASHING Z UALAYER 4 FOWIRIDER ;� L (NAIL TO ROOF DECK, NOT BU I L D I NCB PAPER) ASSEMBLY BUILDING PAPER mason aa.Y) WALL SHEATHING) DETAILS Y 0LAYER'L CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X BTucc°ww"wAleC"Y' INSTALL WITH ROOF CEMENT L.aF uTERs O VULD.Ia aesA"• ovw,wT,, PLAwc STOP �a�a°`tr) l TR H CT: pat" CA I STUCCO tj ( CEMENT WOOD OR -I/1(o" ZIP WALL 5 cc mou tA8(w(a� ROOF PER ELEVATIONS SHEATHING �1�i� 202 O , � OlTAIU �•� � \ SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION AR ALT 1►ool.A "Tm TI01ll WaL (WW am _ GOWMK �^) R�03.'1.1 / ASTM C-841-14a MIN. 2.5 LBS. P74 MM1etl "°°r19 � 6 '«°" WALL KiW '°°F' PER SQ. YARD (UTILITY OR NOMINAL CALC:Ol/4o 1'20" OR►TOOL ONI6AP T. ""°"'l"°'" PAS" '~ LATH DOES NOT MEET SPECIFICATIONS) SHEET mN =KY " L" FLASHING 5 N.T.S. Y d ��T A 1 INSTALL i' SELF -ADHERING MEMDRAPE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. 90TTCM. 2. SIDES, 3. TOP VENT CAP 16 TO BE SET IN BED ....G-_. OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE I TOOLED 50 AS TO DEFLECT r - WATER AWAY FROM JOINTS. X E-Z BEAD ALL AROUND r..�' VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, 4s' CAULKING • JOINT ALL AROUND I I PER SECTION R703.7 EXbmlor lathing and plesiedno BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' r -�- or ASTM 1787. UIRB LAYER M, I �x•� STUCCO WRAP ' HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER n, FORTIFIBER BUILDING PAPER WOOD SHEATHING n DRYER VENT (FRAME) WOOD SHEATHING LAYER M, STUCCO WRAP LAYER 4, FORTPIBER BUILDING PAPER woo0 CONBTUCTION —METAL LATH v CMU VINYL CASING DEAD 6' RAISED BAND V TON MID -WALL a' erem or_w _ 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z I-LA04M STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER al, STUCCO WRAP) WRB LAYER ie2 (FORTIFIBER — — — — • BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT IS TOP 4 SIDES (B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I i' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' / A VENT PENETRATION SCALE: N T.S. ELEC. METEF VERIFY LO "4M=11', I V IWCtiCl VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM """"'7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ifs' TO Ya' MID -WALL WEEP SCREED �—b' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) ".O SCRATCH COAT LARGER THAN THE ELEC, METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEU)RAP FOR BOX INSTALLATION WRB LAYER STUCCO WRL WOOD SHEATHUWs APPROVED HOUSEWRAP BELOW THAT 9 RAKE _ BOX, FACE EDGE CUT SUCH NO MEMB ENTERS APPLY TO TVTOV D 8HEATHINCs LAYER 'I, CO WRAP LAYER -2, FORTIFIBER DING PAPER AL LATH WOODTEXTUREDCONSTRH •WOODTEN TO WOOD STRUCTURAL BER • T'OL. MAX cru MID -WALL nQQea� or�w Ej • Syr `}- 6' WIDE STRIP SELF r ADHESIVE FLASHING, CLEAN ... MASONRY BEFORE APPLYING V FNISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #3 a' WRB LAYER 01, STUCCO WRAP WR8 LAYER "I, STUCCO WRAP APPLY 60 MIN MEMBRANE GRADE 'D' FELT FLA MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP URM LAYER e2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO) C.v. FINISH APPLY E-Z BEAD < e e (SEE TYPICAL WALL SECTION) OVER 60 MIN GRADE 'D' e a" e a METAL LATH MAR FELT -PROVIDE o e• SEALANT AT ALL e JOINTS AND INTERSECTIONS STEP #5 STEP #ro l g) ELECTRICAL RECEPTACLE I N C N I T! C T 2 6 Groin 41 N. RONALD REAGAN BLV LONGWOOD, FL32750 PH: 407.774-8078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 8134UM-2802 D � 03/02/21 SCALE: 1/4"=1'—O" SHEET WA.2 IF WOOD SHEATHING Exr' WAD FR A N C N I T 7 C T 11 URRB LAYER h, 61.115-FLOOR DECKING COLUMN SHEATHING STUCCO WRAP WIOOD WRB LAYER,, FORTIFIBER PRE•ENGb TRX36 j_';; BARRIEWEATHER RESISTIVE CONSTRUCTION BUILDING PAPER I j WEATHER RP-61611VE WEATHER RESISTIVE 3'4' HAT CHANNEL THICK, 3 COAT CEMENT BARRIER M BARRIER -2 ��jjj ' TYPE 'X' DRYWALL PLASTER WEATHER 1WA16TIVE -- Ll M i' OAF. •TOP OF WEEP SCREED ��IER -2 / 6' S'AF.LiGSI II 1TO SHEATHING BEHIND WEEP SCREED li1��R3 CHAT cd�lvT- RIES PEEL 4 6TIPK Grou LLC. WOOD SHEATHING �\ 116'x3' 'L' FLABFIRJG 4' POSITIVE DRAM LA1FI FULLY EMBEDDED _ WEEP SCREED IN ROOF CEMENT 1441 N. RONALD FL 327 BLVD. � \` UK30D SHEATHING LONGWOOD, FL 92750 WRB LAYER M, J 1lj' X 3' 26 C9A GALV. STUCCO WRAP - �`` METAL DRIP EDGE PH: 407-7748078 i' THICK 3 COAT CEMENT ' �� FAX: 407-7744078 Ys' GAP FOR BACKER SET IN FULL BED OF www.abdeN u wm PLASTER EXCERIOR CiIRA� ROD a SEALANT SEALANT, O MIN. AA #: 0003325 _ - `�` 6• SELF-ADNEREING �Y 'L j FACE TO TREX LLEAT14ER RESISTIVE FLASHING WRAPPED DRAFTING BY: � � •TOP OF WEEP SCREED a• P47BITIVE DRAIN M.A61�ER3 COAT CEMENT VINYL GASNG BEAD (; �' BARRIER h ��: .'e TO SHEATHING BELOW WEEP SCREED I. UR=_ATTER RESISTIVE ` \ r A.B.DRAFTING INC. ' WRB LAYER 'I, WATER PROOFING let XTERI R NO GAP TI FN OF VINYL CdS� BEm LAYER (2 LAYER PEEL f'i0 EXTERIOR COLUMN LEGEND ' STUCCO WRAP (BMIOWN FOR CLARIPIOAtION OF �s� SASS BEAUMOM CENTER BLVD. s `'s A STICK) rw, nwR COLUMN SHEATHING TAMPA, FLORIDA 100 33834 i's.•. � r s� s SEPARATE AC:CE660RIE6 ONLY) SUITE 1004 i WRB LAYER ,, FORTIFIBER w' 6' B.AF. PH: 813886-280 � i BUILDING PAPER PEEL a STICK, • - m FAX: 813.888.2802 FULLY E 5E� DRAINAGE PLANE (WRB SUB FLOOR FULLY EMBEDDED IN 00 F , V 6ELF-ADHEREING ® ROOF CEMENT LAYER "i, STUCCO WRAP) ` X 3' 26 PLAB14NO WRAPPED X' GA CsALV. WRB LAYER M, i •CORNER OF CANTILEVER I STUCCO WRAP ` �v �� - METAL DRIP EDGE WRB LAYER N2 (FORTIFIBER ...... — — BED Or AMICOAM66-WIRUC-18® I %2"; ' EEPPWPO6ITNOE SCREC DRAIN 0 CANTILEVER DRIP I)S*Xlx'P.T.OR611'Rl1.ATED SET MIN. BUILDING PAPER) CUSTOM CASING BEAD SCREED WOOD I�SX) FILLER -- __ EDGE SPACE FROM DRIP FACE TO TREX Y; GAP FOR SEALANT VINYL CABMG BEAD METAL LATH x—X—X—x NO GAP IN FIELD OPT. BACKER ROD' WATER PROOFING lot lSFIOLLN FOR CLARIFICATION OF 3' X 3126 GA GALV. MODIFIED 90 LAYER (2 LAYER PEEL / SEPARATE ACCESSORIES ONLY) FINISH LAYER (2 LAYER METAL DRIP EDGE 3/4 RESILIENT STICK) WRAPPED FROM STUCCO CASING BEAD PEEL' STICK) SET IN FULL BED OF HAT CHANNEL BALCONY DECK TO i' PEEL • SEALANT, K' MN. VINYL CASING BEAD CANTILEVER 10A DTL.® CANT. STICKaPRJP �'��"'�IP WOOD OR-f/lro' ZIP WALL SCALE 1 I/2'•I'-®' EDP TO FACE TO TREX PLASTERS COAT CEMENT 6/B' TYPE 'X' DRYWALL METAL LATH SHEATHING W/TEXTURED 4 PANTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — N T Y: GAP POR BACKER FINISH ROD ( SEALANT 4' POBfTIVE DRAM �ININIII ammam i mi m O E . - - 1 A'XI Y1 P.T. OR SIMULATED i' THICK 3 COAT CEMENT uaeP eroee:n � X) FILLER VINYL CASW, MAD PLASTER METAL LATH: LATH TO BE PER SECTION R"im3.i.i / ASTM C 84'i 14a, MIN. 2.5 LBS. ARIFICATION Or LAYER (P ffERPEEL� DER RESISTIVE VINYL CORNER BEAD (SHOSEPARATE ACCESSORIES ONLY) PER SQ. YARD (UTILITY OR NOMINAL MALC1LLARAPPED FROM VINYL CASING BEAD DALCONT DECK TO a UR:ATNER RESISTIVE e CANTILEVER BARRIER, BALCONY DRIP LATH DOES NOT MEET SPECIFICATIONS) i'PEELASTICK • 11C EDGE INSTALLATION ® COLUMN GRIP EDGE TO DECK DECK MEMDRANE. am FLOOR EEDGEND OVER DRIP (W/" L" FLASHING WOOD CONSTRUCTION v==csE=c2E= W X 3' 26 GA GALV. SCALE: NTS WOOD SHEATHING METAL DRIP EDGE SET IN PULL BED OF WEATHER RESISTIVE Iij'XI %, P.T. OR 61M LATE SEAL bT,)r MN BARRIER M WOOD (TREX) FILLER SPACE FROM DRIP WRB LAYER 01, 3/4 RESILIENT PACE TO TREX STUCCO WRAP WEATHER RESISTIVE Ys GAP FOR DAOKE VINYL CASING BEAD 2x FRAMING MEMBER HAT CHANNEL BARRIER, FWD 4 SEALANT WATER PROOFING lot J' THICK 3 COAT CEMENT WOOD SHEATHING VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 1 PLASTERS 3 THICK, CK) 3 COAT CEMENT PEEL A STISTICK) WRAPPED FROM WRB LAYER •2, F•ORTIFIBER �° - •AS] • 3/4 RESILIENT BALCONY DECK TO 2 1�, �� BUILDING PAPER PLASTER NAT CHANCEL CANTILEVER FASTENED TO SHEATHING 3 ! WRB LAYER #I, j' THICK 3 COAT CEMENT • T' O.C. MAX PLASTER METAL LATH ;I STUCCO WRAP SM' TYPE 'X' DRYWALL METAL LATH FINISH URED PAINTED i FINISH WOOD SHEATHING METAL LATH .. , - . • i SVHDIV. 80 LOT: S/6' TYPE 'X' DRYWALL WOOD SHEATHING THICK 3 GOAT CEMENT (2) 2x12 HEADER W/TEXTUMD 4 PAINTED WEAT4*R RESISTIVE �s; WRB LAYER -1, THICK 3 COAT C PLASTER EMENT ;, + i WRB LAYER I'2, FORTIFIBER SILVERADO BARRIER'( STUCCO WRAP PLASTER FMIDi(- a - i WEATHER RESTIVE BUILDING PAPER LOT #23 i' THICK, 3 COAT CEMENT BARRIER , WOOD SHEATHING. 6' a• POSrc1VE DRAW SELF -ADHERING METAL LATH $LK #14 VINYL CORDER BEAD 4' POSITIVE DRAIN PLASTER nrxe SnwsD METAL LATH FLASHING WEEP SCREED VINYL COIBJER BEAD -- VINYL CASING BEAD 1 `(EXPLODED J' THICK, 3 COAT CEMENT PROJECT VINYL CASING BEAD NO GAP N FIELD cN08FIW F•INOIeF CLARIFICATION aR BII,LCMG DRAPER RTIFIBER MEW FOR PLASTER 03719.001-23141 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ' ' CLARITY) MODEL: SEPARATE ACCESSORIES ONLY) DRIP CAP 2368— B BALCONY DRIP ORNER BEAD ® FRAME O11D DRIP EDGE GEDGE INSTALLATION 14A GARAGE 81117 TO: INSTALLATION PAGE•LEFT WINDOW FLANGE WALL WRBL ER'+. ASSEMBLY wooD coNerRuclroN sTuccq WRAP DETAI WEATHER RESISTIVE 2 112' j�\ �_It BARRIER 01 CORNER BEAD WRB LAYER 02, FORTIF15ER WEATHER RESISTIVE (FASTENER t SPACING ®'' O.C.) BUILDING PAPER BARRIER , i METAL LATH VINYL CASING BEAD I i i' THICK 3 COAT CEMENT PLASTER i' THICK, 3 COAT CEMENT S/S' TYPE 'X' DRYWALLU FINISH METAL LATH PLASTER i i M GO EXTURED 4 PAINTED WOOD 814EATHING Frp LASHI -ADHERING ' i' THICK, 3 COAT CEMENT HEADERAMAM �., CMU FLASHING PLASTER VINYL CORP. 4' 1/2' THICK, 2 COAT CEMENT DRIP CAP AIR POSITIVE DRAIN NO VINYL CORNER BEAD PLASTER APPLIED wage-aGwia DIRECTLY TO MASONRY VINYL c-ABRaG BEAD GAP IN FIELD WINDOW FLANGE DRDrr A 03/02/21 (SWOlu I FOR CLARIFICATION OF ,j SCALE: 1/4"=1�-O" SEPARATE ACCESSORIES ONLY) 1TLJ CORNER BEAD � BLOCK CASING BEAD ® WINDOW SHEET 11 _ZIP EDGE INSTALLATION 1 B ( FRAME, NO BAND)A3 WOOD SHEATHING WRB LAYER w, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH � J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING UJRB LAYER 01, i STUCCO WRAP i WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) WRB LAYER 01, STUCCO WRAP WIRE, LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW 15 C (FRAME, W/BAND) A' GAP TYP J' THICK 3 COAT CEMENT GAGING BEAD PLASTER TO TRIM METAL LATH "I TRIM MEMBER ® STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIFISER BUILDING PAPER SIDING—� WOOD SHEATHING —wrw LA W CR STUCCO LAYER 01,STU STUCCO WRAP BTUGCO WRAP CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL + STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOO GMATHING— uEATHER RE616TIVE BARBER 9 SEATHER PMIGTIVE LLV6xIEV�ELALAP SIDING / W 9ELF-ADHERING 1 2a FLAbMNG y \ I 3 STARTER GTRPapt I I \ �6• BING ELF-ADHER PLA6FIMG LLFATHER REe16TIVE BAPMER h SEATWA REDISTIVE BAPIRM 7 FLAGWIWM DHERAIG GALV'D METAL •z' FLA614MG UIOOD TRIM MEMBER \ CASM / Y' X 6' GMULATED LLISOD TRIM MEMBER AL GAP W)CAULKING OR APPROVED eEALANT CABM \` ? SIDING TO STUCCO ® BLOCK TO FRAME � � � TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR "1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME THICK, 3 COAT CEMENT PLASTER METAL LATH `a. WIRE, LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (U,V%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP WOOD SHEATHING NOTE: SEALANT CASING BEAD ro wlNDow METAL LATH: LATH TO BE PER SECTION R103.�,1 / ASTM C-84l-14a, MIN. 2.5 LBS. METAL LATH PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO WRALAYER P WOOD SHEATHING I WINDOW FRAME I WRB LAYER e2, FORTIFIBER OBYR�TlaeicTloN v SELF -ADHERING BUILDING PAPER I WRB LAYER 01, WOOD SMAT14 / A-��' I THICK 3 GOAT CEMENT STUCCO WRAP SEATHER fOINGTIVE SAIMER-1 \ UIEATISAAQ�iERW-6116TIVEP PLASTER , 6EABAAREReISTIVE / / \ or P ABOVE / 'LAPeIDMG WRB LAYER 62, FORTIFIBER Xx, ; BUILDING PAPER I 3 OATWEER �eIeTIVE VINYL ANGLED CASING BEAD 6, SELF PLA8FIMG \\ / URATMRMAMMER �elenvE 1 METAL LATH VINYL CASING BEAD i 6TARTERSTRP J' THICK, 3 COAT CEMENT I I � � AAW � (EXPLODED VIEW FOR PLASTER \ / �� OR WINDOW FLANGE CLARITY) GALVV METAL _ /� uaseruoo wauwt•ive ! CASING BEAD (9 RAISED 17 A BAND (FRAME) SCALE: I i/2' • 1'-0' 1 ' X 1.lowMULATED—� ` OF 'r FLA�6MMGTOP E. eem MMlEMMDDCER Y• X 6• eMULATTpg{D (UYl6' FLEXIBLE PVC /IL , UJ'OD TRAP MEMBER BACKER ROD) \ / ' 6ELF-ADHERING 6' &ELF -ADHERING I , I FLASHING PLA614W. ' THIQC 9AL GAP UVCAULKJ �TER \1\I OR APPRDVEp 6!A TPL �ARItlER �61erIVE 1 AA��I�E61envE 6EATHER F E616TIVE E•Z eEAo vaNrL eA BARKER 4 reaw FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO URA�EN FE918TIVE ® FRAME TO FRAME � � TRANSITION 1 a7 J'THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER e2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 1 STICK OVER FLANGE \ E-Z BEAD VINYL 2X FRAMING (W/3b' FLEXIBLE PVC VG BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 6 BUILDING WRAP BUILDING WRAP , EZ BEAD WINDOW CASING A RCN I T E C T t 6 GroouuPO�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-774�4078 www.abdesigngroup.eom AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAX: 8134186-2802 SILVERADO LOT #23 BLK #14 PAGE: WALL ASSEMBLY DETAI37S TM: x"Am 03 02 21 Dw SCALE: 1/4"—f-0" WA4 IBSMIIIIIIN CME SHOULD LE TAKEN IN KEEPING THE VENT PRCPERLY 1P SHO,MJ IN P GALVAN¢ED AUGNEO. VENTPIPE IS SEALED IF U1ILRED. WUL IN PLACE USING t-IW NMS AT EACH CORNER. ROOFING CEMENT SHOULD SE APPLIED TO ALL SHINGLE EDGES NEAR THE � 1 OUTOHINGE OOI,[E-EVEMOPEHING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER M RECp.AIENDEO IN SEVERE KEAIHERCMSTAI 9YIEAn.NG. OPENING IN ACCORDANCE WTN TIE COFKTRUC110N ZONE3. N. INTE CW0, SlEO INTHEEVENT IAECHAHICM VENTFAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE VATM VENTFM FMNUFACNRES PIPING CONNECTON C GO NO w NOT CUT UT INTO TRUSSES ORRA "EN CUTTINGTHE OPENING IN THE R INTERFERING SHINGLE NAILS MOUNDTME TO THE THAT THEWAILING FLMIGE PERSAE'IENT IAn FLAT THE VENT LAYS FIAT TO THE ROOF SHEATHING. SLIDE TH THE TOP AND SIDE FLANGES OF FIE VENT UP AND UNDER H ALLOWTHESOTTOM VENT FLANDES TO I.AV ON TOP THE TOP OF THE SHINGLES. T ROOF HOOD VENT DETAIL E, NT CUT we AT 46- AJFTROVED HOUGNI RAP OVER SMATNIM OVER UD STUD WALL STEP 1 1e• EXvm K14OFMtL MN 1' MILM NLL FLEXIME FLASHSU' Do NOT SEAL BOTTOM FIN STEP 6 TR LL7 FOLDD-UP-LIP4 1 mc(a TUCW AP UC a Al WRAP FOLD HON68W N AT JAM06 I SLOPE SILL IE INSTALL IY SELF-ADMRINa FLASHING OVER VINYL HEAD FLASF m (WITH EO DAMS) NAILING PLANGE ULF- DDISF FLAAM a RNG OGY42P P MIN BEYOND J.V'O F'LASFIUK INSTALL VINYL ORIF CAP �11. ENGOFSHINGLE AT ASPHALT PLASTIC CEMENT MOLDED A— WE OF PIPE MD OVER FLANGE PLUMBING VENT DETAILS VTLY TY' NOM— XINTNJOUS DEAD :F SEALANT AT AMES Al0 HEAD a 4-FLY TO SACK CF IIFDOW NAILING LANCE N LIM IN MQ-FTNOM6D 101.E6 OR KDTS. INSTALL Y WDE ADIAG" - SAGQD REXMLE FLASFNNS MATEMAL OVER DRIP CAP JOINT froo ECTO-~ SJT-760eL a EOUIVJ STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 STEP 9 MEMSRAJIE PLASHING OVER JOINT �FRWVE UEYMMETEMINE( FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SMALIS. APPLY ON WU TO 11CUALJ SEALANT A WSIDOSVCMJ JOINT. FLUID APPLIED RLASMNGlLANCO IWITE-SEAL RC-N OR EX".1 SLOPE SILL TO EX bim IT 16 TFE CONTACTOR! RESPCIRUNI-TY TO VLWY THE Ca'rATIDILFT C F ALL PRODUCTS NCJ M HCUGM11TIAP, MALANTS . SELF-ADHERN6 FLASHING MATERIALS USED DUMPY C0MTRJCTkX 7. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS SEALANTS MAT REACT ADYKIYA .Y IF NOT ATO CLEAN AND SEAL JAMS TO SILL JONTS WITH DOW 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK 112 REPAIR SCHEME SHOW SMALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WNDOW WITH SEALANT 1 L IT 16 THE CONTACTOR* RESPCNSRDILTY TO VERIFY THE CCFRPATTINLITY OF ALL PRODUCT* NMAJIDN3 SEALANTS / SELF-ADMIRINS FLASHING MATERJAL6 USED OURING o"TPUCTION. 7. FLA6MING AT EXTERIOR WFDOWS AND DOOR OFM# a6 SNAIL BE INSTALLED IN ACCORDANCE WITHI MAMlAC1URIff" SMTALLATION POTRUGTIk" AND APPROVED MT{OD U OF MC WW3A U IN ACCORDANCE WITH F@ESTRATRON MANUFACTURER'S INSTALLATION .AND PLANTING INSTRUCTION& YIAENIlYUt SEALAPJTe MAY REACT ADVERSELY IF NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS A R C N I T R C T i 6 i_MAE ER�n LUNUW WY, F L JL 1W PH: 407-774-6078 FAX: 407-774,4076 www.ebdesignglneP.wm AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613.866-2629 FAX: 813666-2602 ri @ummi n \ \ —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE METAL FASCIA WRAP I\ 7/8' TEXTURED I \ FINISH * WOOD I \\ 2X6 su® 1/2' TEXTURED \ FINISH a CMU / \\ METAL FASCIA \ • �; WRAP YS' FROM \\ STUCCO, I' FROM \ -- - -',a WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ a y �l \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY 1/8' TEXTURED FMISN • WOOD, 1/2' TEXTURED FMIBH • CMU METAL LATW '-_WOOD SWEATHING oR cMu WRB LAYER sl, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) rh " ROOFMG CEMENT ©PL,4N 5- ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK(BEYOND) 4DRIP EDGE, I' OFF WALL V NOT INTO STUCCO) DRIP EDGE METAL KICK OUT 11/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH 0 CMU 2.6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN /4 PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL / 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 i1 SUB BAND DETAIL ® WALL W/KICK-OUT M OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/Wx4' NOTCH im END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 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 WA'x4' NOTCH 0 END, WRAPPED IN PEEL E STICK *ROOF CEMENT B ROOF EDGE OMITTED FOR CLARITY MART A! C N I T L C T i 6 Grous 1441 N. HUNALU NEAUAN ULVU. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888 262" FAX: 813888-2802 �ammm 4" CONC. SLAB 17'-2" 15'-4" 15'-6" 4'1" 7'-1 D" 5' 0" 1'4" 9'-8" 4'-6" TOP�OF �P SLAB �' TE-1 —'-'— �1; ----- ------- FM-16X18 1 1 1 FM-16X18 ---- — 1--- 3 1 I 1 ii I 1 I 1 1 i I i 4" CONC. SLAB a 4 1 CO.(L 1 I I I 1 I � 1 ILL I W 4„ PVC X 'l%;/ i CHASE I � T-1" 9%2" T-1" I 1 1 I -3 1/2" LL i I I I i 1 — ------------1 --' I ;—----- FM-18X18 3'-8" I 1 I EXTEND 1.1 ), TE-2 J I i i SLAB 1 1/2" I i i I 36'x 64' . I i'I I Q i -3 1/2I ' 2,_5" I L TE•2 IX ;1 ',1 12 1 ILL , a 1 I o 1'I n a I 0'-0" FIN. ELEV. A o u FIN. CONC. SLAB I „ 1" PVC CHASE I FOR ELEC. @I '„ ISLAND I I ii u I I I 1 t.i 13'-2" � 34'-10" I I 11 Y I I It � t X � I „ 2'-8" ----- TE1-----------------� EXTEND -3 1/2" I I I I �---- 1 SLAB 1 1/2" I I I 1 1 I i I 5 I 1.1 � � � I I TO 24-4"20'-4" I ' I 2 I I I 1 1A "ovi iv Zq I I EXTEND I 1 I LLO SLAB FM_l6X18 ILL 11 ml -3 1/2' I I • 5' 5" 5" I 24"x24"x12" CONC. i I m 1 FTG. W/ (3) #5 I I� v ip m _ w ~ I 1.1 REBARS EA. WAY LL 1 io O g °4 a 1 N e w ON CHAIRS MIN. 3" 4 4 24"x24"x12" CONC. FTG. W/ (3) #5 REBARS a OJ R COVER 1.1 FMi6X18 1.1 Y -51/2"� EA. WAY ON CHAIRS r -- — — —� �---FM-16X18 MIN. 3" COVER I --J I W 71 .L-- m 5..-0„ 8„ 1'1 — FM-16Xl8---- J 4 4 8'-0,. 4„ ,A„ 1.1 76.-0„ 1.1 ,�„-0„ 4,4„ 1,_0., 6'-4" 3,_10„ 3,_2„ 48'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WNDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, BINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1fY' 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-16x18 18" CONTINUOUS 18" - (2)#5's - (+)0'-0" FMC-16x18 18" CONTINUOUS 181, - ( 's #51N CURB VARIES F-2424 24' 24" 12" (2) #Vs ( 's TE-1 8" SEE PLAN 8" - (1) 's TE-2 8" SEE PLAN 61 - (1 's 91N CURB (-)0'-0' FOUNDATION PLAN SCALE: 1/4" = l'-0" A R C N I T R C T R 6 Groin 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING I LA.B.ESIGN GROUP AFTING INC. 54MONT CENTER BLVD. UITE 1004, FLORIDA 33834 8134386-2628813-B88-2.2 SILVERADO LOT #23 BLK #14 811ING: FOUNDATION PLAN 202 ""414 A. 02 03 21 DATE: / / BCALJC: 1/4"=1'—O" BHEET s1 3W MIN. EACH WAY MONOLITHIC FOOTING Z t • °v Z STEEL REINFORCING IN GROUTED _ .I, STEEL REINFORCING IN GROUTED - CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND 0 IL SPACING REQUIREMENTS 0 SPACING REQUIREMENTS LLI �� W c 1p r�--Lr° °. YJ < J FM °, R W Z e" CMU WALL � 6CMU WALL " 1 � CORNER BARS, SAME SIZE AS LARGER BAR I � � `g Z_ > . IN FOUNDATION WITH 30" LEG EACH I +_ 0-0' 0"0• ° d. WAY AT ALL CHANGES IN DIRECTIONS / --y--� TOP OF SLAB TOP OF SLPB I ... - SO THAT THE STEEL REINF. IS CONTINUOUS , r�---+ ,I. MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB a • SEE SLAB SCHEDULE BAR SIZE 46 BAR DIA 4' CHAMFER (1STORY) : EXT. PORCH - VARIES .. SEE SLAB SCHEDULE TOP OF GARAGE ° Isl,° ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE JO 12" IS,- JOINT (WHERE . 4 #3 IS. 6"CHAMFER (2-STORY) qq 2q•• SLAB W/ 12' ISOLATION , 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ° APPLICABLE) Z SEE SCHEDULE AS 30' JOINT (WHERE EE SCHEDULE L FOR WxD, BAR SIZE APPLICABLE) Z a, FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING N 36' AND BAR QUANTITY #7 AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION scALE 3a'=r-a GARAGE SCALE:3/4"=''-9' CORNER BARS DETAIL 3 SCALE: 3/4"=l'-0' LAP TOP PLATE A MIN. OF 4S' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4•' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN GARAGE DOOR 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W RECESS W WALL W/ SYP j O 0.. I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ to W B" W > 0) NEW REINF. BAR SPACING, SINGLE BTM. PLATE 12"xS" WEDGE ANCHOR W/ 2" W p 4. SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH (5 N Z' CAPPED a 5 I EPDXY. MIN. EMBED PLATE EPDXY 5-15-1/2" EMBED. MIN. 0 16" OC GALVANIZED PIPE W/FLANGE 0 BASE S , UNO < 0 FOLLOW ALL MANE. SIMPSON SPH4 SPH6 MAX. BTM AND TOP PLATE CURB FOR � MASONRY M K SPECIFICATIONS FOR _ ( USE AND PREPARATION OF ANCHORS W/ 10d x 1 12' COMMON NAILS FILL ALL U) UNITS SET 7;0. AT ELEV: In 4„ HOLE. HOLES, DO NOT USE 10d IL 0'-W SECURE FLANGE TO Z x 3' Ir SEE SLAB SCHEDULE < SLAB W/(4) 1/4" X 2 1/4" p O.1f' +. 5_0 TAPCONS O'Q- TOPOF SLAB ate— s RECESS AROUND GARAGE DOOR OPENING SCALE 3/4"=1'-0" EQ. EQ, SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO 7 INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION LAP TOP PLATE A MIN. OF 46" AND NAIL W/16d COMMON SCALE: 3/4"=l'-U' (W/ UPLIFT) c NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL, TOP PLATE SECURE BT. PLATE TO $LAB W/10d MASONRY LAP TOP PLATE A MIN. OF 48" NAIL 1S' 0/C STAGGERED. AND NAIL W/ 16d COMMON ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD OF WALL PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN NO SPACING REQUIREMENTS N UPLIFT IS PRESENT. 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z W 0: SEE SLAB SCHEDULE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE i BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL TOP OF SLAB PROVIDE DBL. TOP PLATE 16' 0/C STAGGERED. ADDITIONAL METAL m U CONNECTORSNOT REQUIRED WHEN NO Q. UPLIFT IS PRESENT. Ow 8"CMU WALL - Z POURED LINTEL CONT, (TYP.) CMU FILLED CELL(TYP.) ,+ «• - TOP OF SLAB sEE SLAB SCHEDULE 2X WALL FRAMING EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE +_ O'_p'Ir�_SEE SLAB SCHEDULE 12' DIA. SIMPSON STB2 BOLTS 5" AND BAR QUANTITY TOP OF SLAB a. Z ® MINIMUM EMBEDMENT INTO •°�� — i "ISOLATED" COLUMN PAD. •. GROUTED CELL, 4'FROM ENDS AND INTERIOR CURB FOUNDATION WOOD WALL 8 • •' m CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX 3DALE: 3/4"=''-0" UPLIFT) POURED MONOLITHICALLY WITH FOUNDATION AND SLAB (NO SEE SCHEDULE^•3 SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY de 1' VARIES a' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO ,• 3' scALE:aa=1'0" (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" ;1 C 1 1 SCALE: 3/4"=V-0' SHOWER RECESS FOOTER 12 SCALE: 1 "=V-0" A I C N I T I C T I Gras sOm 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeai"oup.eom AA M 0003325. DRAFTIDBY..A.B. DESIGDRAFTI5439 BEAUMONSUITE TAMPA, FLOPH: $134FAX: 81" �INI�I�I c 9W 6'-2" 5,-4„ 18'-4" 27'4" 10'-B" 4'-10" 2'-10" 8'-8" 10'•6" Ei DOWEL PLAN SCALE: 1/4" = P-0" PH: 407.774-6078 FAX: 407-774-0078 www.abdeafgngYoup.wm AA B: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888.2628 FAX: 813.888.2.2 so TIE VERTICAL REBAR - TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. � Z ° -— �� G. TO HORIZONTAL REBAR W/ 10' HOOK ° a GROUTED BOND BEAM i� VARIES PER ELEV. Z 4. % g I° Q a • Q 0 pS BARS • � • 1 M ptj- 10'HOOK Ell CLEAN OUT REQUIRED ° .,—a:e ° a <—�•�°•, n a0 1'-0" 0: FOR INSPECTION Q Q • • ��cc FUR. O �•a ° TIE ERTICAL REBARI�; f TO HORIZONTAL Ell 5 a: REBAR Wl 10"HOOK BAR SIZE 48 BAR DIA. Y- _�y� Z w OU M3 18" N5 30" ° OFFSET METHOD CONTINUOUS BARSIZE 48B 8 DIA. io ARE NO INAL NS SIZESZI /6 T. #7 42' HORIZONTAL/VERTICAL HORIZONTALNERTICAL METHOD N4 24" #5 30 • O MASONRY SYMBOLS 3 SCALE:3/4"=V-a' REINFORCING REINFORCING „; 1 � 4Z; SCALE: 3/4"=1'-0" SCALE: 314"=1'-0" 8"x8" MASONRY COLUMN W! (2) NS'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE ❑ © I BLOCK AS SHOWN N DOWEL IN FOUNDATION. BB'' ]t—�� DOUBLE FILLED CELL 4 A R C III T I C T R 5 GIONpol . "I N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.77"078 www.abdasigngroup.com AA k: 0009325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862828 FAX: 813-898.2802 �I�IINN annmu FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WTH 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 W NDOW, 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 HILT(X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER (M 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 A DESCRIPTION REMARK (D I (2) 2X12 GENERAL NOTES 1.)CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 7th EDITION, 2020 BUILDING, SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 402/602-16) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.)CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6ODO PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO 1 V 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 WTH ACI 318.14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS, 2.6 D4.5 W RE PER ASTM A1064/A1064M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN PM - 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF B" (WTH 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 W-6" OR GREATER, VERTICAL CELL FILLED SOLID WTH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 144" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. 1 F16-1T/OM/013 8F16-1T/OM/OB 8Fl6-T T/0 8F16-lT/OM /O 8F16-lIIII PRE -STRESSED 2 .1 AH7T mdI m, I I I I I I I I I I I 8F16-1TIOM/l B I I I L------------J r------------------- I UNO. PROVIDE 8B1 • m WHERE ROOF TRUSSES BEAR, TOP Q OF WALL ® 9'-4" LINO f I LL • � I I I I I I m i I Q I I � I I � I I LL I I � I I I I I I I I I I I I I I - - _ _ J - _ - - - - Q LL I O . L � � 0 H rb m. WEIDOONM Mom AH78 F14-lT/0 OB AH7AB ECESSE \\8F36-1 T/l M/1 B 8F36-lT/OM/1 B J� PRE -STRESSED -- -- 8F16- /OM/iB CGE u GroupLn. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 www.abdesl"oup.eom AA S: 0003325 , LDRAFTING BY: B. DESIGN GROUP DRAFTING INC. EAUMONT CENTER BLVD.SUITE 1004 MPA, FLORIDA 33634 PH: 813.866-2828 FAX: 813.888-2802 INIAIINI amnnn StMDIV. QO LICIT SILVERADO LOT #23 BLK ##14 LIFT BEAM PLAN I I UNWO D � 03/02/21 8CAL.E: 1/4"=1'- O" LIFT BEAM PLAN SCALE: 1/4" - V-0" s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR6B16' 1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL \, PE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �e OF RLACEINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 1#5 STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 6'x16" jD #O CORNER BAR W/ 30" LAP FOR EACH �\,\•� COURSE OF BOND BEAMBOND BEAM COINCIDE WITHIS OMITTED AND A LINTELS PLACED. THE STEEA LINTEL THE L BOND BEAM COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL / A \a'�O 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. * 8 VERTICAL REBAR W/ 1tl' HOOK _pSiU 8x16 DEL BOND TOP OF 'L 1'�QEL BEAM W/ (1) #5 BAR BOND BEAM ,\�• /\O EACH COURSE G 8x8 BOND BEAM TOP OF • W/ (1) #5 BAR .* : BOND BEAM 30' TYPICAL F =FILLED W/GROUT ��N U =UNFILLED GROUT SOLID FROM TOP �f1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.BEAM BAR IN BOND BEAM COURSE#5 SEE NOTE 5 �c* T/1B 10 BNTER W/(S #S BAR (l2)E _,,16-1 NOMINAL LENGTH OF BAR =WIDTH OF MASONRY CORNER Q HEIGHT # OF #5'S, TOP OPENING-2" IT THIS ENGINEER'S INTENT BONG BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND THAT XFXX- 1T/1 MIN INDICATES A DOUBLE BONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 314"=1'-U' BEAM 1 AND XFXX- 7TAM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER SCALE: 3/4"=1'-tl' ITIS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - IT/1 MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL Of OPENID AND XUXX - iT/OM,OB 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.3O0 MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1X' EMBEDMENT #5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 2-3/16 TAPCON ., 3 19, PRE -CAST .4 OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" 'v SLOPE FROM EACH END AND 18" 7tl' 1-1/4" 1� M EMBEDMENT b _ 2x8 (MIN 2X3)2.3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELLED SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 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 19' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSS SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW %1 SILL CONSTRUCTION CORNER BARS %� ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:111-=1'-tl' 3 SCALE: 3/4"=1'-tl' 1 PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL I > I SIDLE #5 CORNER BAR, 3Ox3O TURNED UP S !t` R O I I OR TURNED DOWN INTO STEEL REINF. OF I I / FILLED CELL BOND. BEAM Q'�� II i II II I MAR I�8x8 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 Groin 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosWigroup.com AA#: 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613-886.2628 FAX: 813486.2802 onmm�� P: 03/02/21 SCALE: 1/4"=f-O" ET BiIE S2.1A. A I C N I T I C T i ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNJALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETAi6 TRUSS ANCHOR WITH "ROOF/WALUFLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4, HTSM20 ND 4)11 "x TRUSS AND (4)1/4" x 2 1/4" (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND SHEATHING FASTENER SCHEDULE" (9)10tl x 1 �' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE TITEN 2 ANCHORS TO CONT POURED LINTEL Dysign OVER TRUSS (NOT SHOWN) Grou pl C4,) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 T' x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) tOd x 3 }" NAILS TO GIRDER AND 6', B" z 4'-0' MAV BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 1441 N. RONALD REA(iAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010d TO LONGWOOD, FL 92760 ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A41) SIMPSON LGT3SDS2S GIRDER TIEDOWN TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH: 4 07- 7 4-40 8 FAX: 407-774�078 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) }" z 5"TITEN HD TO CMU AND (12) $DS CONT POURED LINTEL W W W.abdeslBtlgroOp.Cot» 2( SECURED W/ (3)16d }" x 2 }' TO GIRDER AA #: 0003326 GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10tl TRUSSES 24" O/C, 1x2, 2z WOOD FASCIA (2) }" x 5"TITEN HD TO CMU AND (16) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER DRAFTING BY: 12, O/C FOR REVIEW 2x SECURED W/(3) 15tl C42) SIMPSON FGTR GIRDER TIEDOWNS WITH A.B. DESIGN GROUP AND APPROVAL GALV. COMMON NAILS. 2 () }" x S'TITEN HD TO CMU AND (18) SOS }" x 3" DRAFTING INC. lx2 SECURED Wl 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEAUMONT CENTER BLVD. GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED SUITE 1004 MASONRY BOND BEAM 17' 0/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS TAMPA, FLORIDA 33634 SEE SCHEDULE PH: 813.88662628 A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. IIN FAX: 813.888.2802 B ALLOWABLE UPLIFT = U:2365 USE. L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE PICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 881�_GIRDERSC: 4'=,-`oLRLCTYPICAL ROOF v CONNECTOR(S) GIRDER CONNECTOR(S) D1A 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ 13) 12tl® E TO EA ^ 214 BLOCKING BETWEEN / TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAL. BRACX-BRACING IS PRESENT AT DBL= 4'-U' O.C. (AT SHEATHING 8EREIII TMOOM 0'-0' TO 30'-0" (1)'W' BRACE SEAMS) �STA12 20 GAUGE 4500 3/4" WOOD PANELS 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2z8 PT. PLATE P VATI N 10tlx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 8000 (2) VZ WOOD PANELS 6'-0" MAX (W/1 X4) (1) "X" BRACE Q CENTER TO ELK W/ 12" DIA. 80 (2) iR" WOOD PANELS OR 10'-D" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 90 2z LUMBER 2x WOOD FASCIA STRENGTH EPDXY 6' IINInINI anuium SEE ARCHITECTURAL MIN. EMBED. AT 37, OC 1x4 DIAGONAL MAX. P R ELEVATION LVUI-JOIST WITH BTCHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BACKER BLOCK BRAM. CING, SEE P.T. PLATE W/ 12d's 8" U PRE-ENG I.JOIST o PLAN FOR LOCATION STIFFB S PER O.C. MAX e 5B" GYPSUM BOARD OR ItZ' HIGH � K J yay MAY NOT BE REQUIRED TRUS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD (V r 0_ I— (2) 10d'9 @ EACH TRUSS SECURE IJOIST TO TOP PLATE I TO BE INSTALLED 0 w/ (2) 12d TOENAILS BTM. CHORD OF 10-0" O.C. MAX. WOOD ROOF TRUSSES DOUBLE TOP PLATE 2X4 OR 2X6 WOOD BEARING WALLPLANS FOR SPACING. STUDS INGLE HTT4 W/ 5/8" A.B. WITH MIN, 7" EMBEDMENT 2---11/2" NA gS TO POST., SEE SCHEDULE FOR BOND BEAM RED. a SERIES BACKERBIOCK 7NCIQ tl m. rL,v t i nt r i. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL BD. POST TO SIT DIRECTLY ON SLAB H a • 7. I :"-,I I 1 11 ix4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR Dt4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERBEQTIDNTVP. �1 BTM. CHORD BRACING BLOCK WALL W/ GABLE END «p«p 4500 3W' WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2) i/7' WOOD PANELS 90 2xLDMBER : . SCALE'S/4"=1'-0' / PRE-ENG'D TRUSS SCALE:3/4"=1'-0' F SL7HDIV. & LOT, SILVERADO LOT #23 LVL/WOOD POST CONNECTIONS BLK #14 5 SCALE: 3/4"=1'-0 PIiCJEOT# 03719.001-23141 ��I-JOIST CONNECTION @ L.B.W. SEDGE CENTRAL SCALE: 3l4"=1'-0' i[ODE3 (NO UPLIFT) SPACING SPACING 2368—B w- NOTCH DEPTH 1/4'DID W HOLE EDGE >5/8" HOLE DIAMETER < 2/5'13 SGL. STUD OUTER 113 OF SPAN ONLY SEE SEE @BTM. CHEDUL SCHEDULE SEE FRAMING PLAN . 6AMw LE EMNO: PAGM: SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE a THE USE OF ALTERNATE MATERIALS MAY BE DETAILS 5 1/7' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE USED SO LONG AS THEY CONFORM TO THE PLACED INTO GROUTED CELLS, B"ALL AROUND FOLLOWING Z 2. END OF FRONT AND REAR LEDGER SHOULD g LAP A MIN OF 4'-0'. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS IRCXITE 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS - Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE 15/6' A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN, CLOSER THAN 6' O/C. AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND EMBED (22) 16d GALV, COMMON NAILS AND (8)16d GALV. COMMON NAILS. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE DIA. x 3" MASONRY SCREWS MAY BE USED, MAI Tj (T /T B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATEDRAMF. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO L AND BORING LIMITS SCALE:3/4"=V-U' aHEET 8 SCALEt11/2"=1'-0" 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0' S 3.1 A FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/18" ° x 4 TAPCONS NAILS PROVIDE 2 -TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-T SUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, 1 FLOOR BRACING SCALE: 3/4"=1'-0" SIMPSON H6 W/ (8)8tl COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 12" HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ iOd 0 3" O.C. 1ST PLY INTO LEDGER AND 1 Od 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION LL Zcm 0 O= t�zp UU K IQ PER ELEVATION iX2 FIRE -STOP T ,T NI #8 WOOD SCREWS 'M x 2' LONG 0 3" O.C.; 'ylll'1 STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA TRUSS III/4. �IMYF�" NAILNJO PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING �ON EXTERIOR WALL O NOT USED 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 216 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O C. 1ST PLY FLOOR DECK 2x4 . 16d NAILS CONTW! (4) INTO LEDGER AND 10d 3" O.C. if8 WOOD SCREWS NOTE: 0 TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG � O.C.; NI 2x4 BLOCKING EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW O STAGGERED OFF NAILS 0 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 l'A" MIN. FROM 2ND. FLR. FLOOR DECK NAILS @ EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT NI 8d RING SHANK NAILS 0 4" O.C. MAX ST. OF FLOOR TRUSS e" CMU WALL AT 16" O.C. AND 6' FROM INTO BLOCKING (BT. 2X61S FOR WALL SHEATHING NAILER) REINF PER PLAN UEND W/ MIN S12" EMBED. // 16d NAILS 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC 14„ PER ELEVATION PER ELEVATION 3 0 NAILING PATTERN U a� w PER ELEVATION E—g PER ELEVATION PER ELEVATION 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24 M PRE-ENGINEERED NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SWOOD EE SEE FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) RAMINSIMPSON MASONRY NAILS 12 D.0 FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR HETA) @1 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 W/ TRUSS PLAN) AT TRUSSES PARALLEL (VERFYW/TRUS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR ,, SCALE: 3/4"=1'-0" C PRE-ENG FLOOR TRUSSES NOT USED V 7 O SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. O PRE-ENG'D WOOD SEE SCHED, BELOW ROOF TRUSS SHEATHING SEAMS)(BLOCKING TRUSS (TYP) 24" O,C. NOT SHOWN FOR CLARITY) MAX 0 PER LEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRU88 TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2' HIGH W/ 12" DIA. ANCHOR BOLT W/ 2" 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 32'OC MAX. B-(2)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T, U < 1420 LBS W/ (14)1Od BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA STRAP 2.4 OR 216 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING, SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING •• • SIMPSON SPH4 OR SPH6 BTM 1/Y' Gyp. WL. BD. 0 AND TOP PLATE ANCHORS W/ 10d x 1 l/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ ppp CONT. 2x4 SECURED W/ (2) 10d's ® EACH FILL ALL HOLES, DO NOT USE 10dx 3" 1/2X9" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSSIWOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0101-0"O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4"=1'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL Via• TRUSSTO POST CONNECTION V SCALE: 3/4"=1'-0" - • A - SIMPSON MTS-12 U < 990 LBS W/ (14) 1Od GALV. NAILS. • * B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 1Od GALV. NAILS. C - 2-PLYSIMPSON VGT/HOU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'kKTSDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 21/2' SOS TO POST TRUSS CONNECTION @ L.B.W. 9Q 9b POST TO BLAB CONNECTION SCALE: 34'=V-01' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6" EXP. BOLT C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26) 16d x 2-1P2' NAILS TO POST. A I C N I T■ C T I GrouPOLLC 441 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81343W2628 FAX: 813.886.2802 PRE-ENG TRUSS (STRAP PER FRAMING NOTES) (2) 2XI2 HDR WA-LITC 4 PLATE. ATTACHED WK2) META-24 • EA. SIDE PRE-ENG TRLISS(STRAP PER FRAMING NOTES) MTL. DRIP EDGE --\ (2) 2XI2 HDR DBL STUD W/(2) SP4 (TOP 4 BOT.) DBL STUDS AT CORNERS AND AT 2X12 HEADER SINGLE STUDS ALONG SIDE OF ENTRY 1/16 O.S.B. SHEATHING OR Jj' CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE 2X KNEEWALL TO BRG. HT. SECURE TO CMU W/ I/2'XV ANCHOR BOLTS W/ 2' WASHERS SET IN HIGH STRENGTH EPDXY • 24' O.C. (1' MIN. EMBEDMENT)-TYP. � 2x SUB -BAND VINYL/ ALUMINUM SOFFIT DOUBLE TOP PLATE DBL STUD WK2) SP4 (TOP 4 BOTTOM) S' STUCCO BAND ENTRY SECTION -ELEVATION B A SCALE, 1/2'. I'-m' SARI A R C B I T L C T 8 6 Grouper. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 Ww Abdealgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M6-2626 FAX: 813,8662802 ��IMI anmmr- A- r FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24116) or 15/32" 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 DIAL TENSILE STIR. SHANK ASTM 8d RING SHANK 23/8" 0,113 170,000 (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RINGSHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND SO RING SHANK GUN NAILS AT G' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r. Sd NAILS @," O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r Sd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING z = z 0 0 � 3 m U BUILDING LENGTH T ROOF SHEATHING LAYOUT ANDEN 1_BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADGL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 161O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING — #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP- 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 0j�♦�♦�A�♦�♦�.�♦�♦� �♦�♦'�ylifR/rl�.l�rA�4•A�♦�A�. s• •♦�♦�♦�♦�♦�1��a��L�� 4�♦� �♦ �♦�♦��A • • iMR FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER MPLICATION SIZE TYPE ApNG REMARN9 PPPLIGTON SIZE TYPE SPAgNG REMARKS tx3 PT FUMtlNO TO CAGE HMq:NEDCOK OPRAGE DOOR BUq( M"qq TAPCONMABOMiY ttrz'EMBm.CENDgBT., MASONRY/GONG. NN111I1'LCWD. BOA TO MA40VRYA'ONG NO WASHER FgSTENER 111Y'EDOE qBT 9GOpK. IXi. DOORS x T, BEE NOlEB ASE INRDENE00]IL 1fIY'LOFYI. g'OIC STAOOERc0 NOON�WOfU Fg3TENED INTO MA60NRVpCNC ToRA�OE DOOR BUCK TMASONRY,LIX�C. SqA OR I.— W EXPANBIONBOLT 18'OIC 13•H"qql <"EMBED.. •ENO qSI., WINDOW BIKX CAGE HAAp:Nm WIL wINDOWmooR, FASTENED METAL —PTO CONTACT THIS ENGINEER FOR SPACING 1.PT,SEE raTE3 Ngai �mLONc. sTAaoERED INTO Mgsor+er;wrvc. MgBaNRr IcoND REQUIREMENTS E%T. BMNO q%M R)3lt8pq "TgPOON" 111Y EMBED. B'ENp NON-BFAPoNOWOOD 1/Y° E%PPN YEMBEO.MEND BLACKS IT, BEE NOTES NO WASHER FASTNER 1B• p8i.,11m-1 DIET WALL T00.YJC.BAB TIN Wl WgpiER SOLI ]<•OIC qBT., 3'EDDE q3T. Pf WINDOW eJ O.tW,,*=Z1,e' POIC x•END qST I1? PT T08TEEL COL, 9FE ,WI WISYER AOOER.EOOE pBT. NOTE 8 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2 FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR FICA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE FICA OR THE SPACING DETAILED ABOVE 6. WINDOWAND DOOR BUCKS SHALL BE AS RIDE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH AWgOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 21 MEMBERS ARE SECURED W TAPCONS OR RAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M, MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 781 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. 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 PROVIDER -MUG CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -GROUND WHERE INDICATED ON NE VAPORLED ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7.16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHETHYLS AND ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: 01SODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAW NOS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/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 "' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A81SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM AS15 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LAVE LOAD FLOOR: LIVE LOAD 40 psf VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD —no—t RAND EVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 Psf BTM CHORD + -c rrervt #5 BAR - 30" 97 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 3W 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 ANSI/ASCE 7 88: 1890. 15 psf TOP CHORD 20 psFTOP CHORD (7 Rd W/ASPHALT SHINGLES) (10 Psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 f BTM CHORD 5 BTM CHORD Ps PM THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH O TT W T DEAD LOAD TO RESIST WIND UPLIFT: 10 T psf MINIMUM 10 INCH HOOKS OR BENDS AND SHAG BE CONTINUOUS THROUGHOUT THE HEIGHT L HE G T OF THE T A SUBMIT T CONTRACTOR SHALL S B IT 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 NAND: 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 (BBC 020) EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT 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: 40pd,, GUARDS AND HANDRAILS: 200pd,, 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 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 4�HBIICLE MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WALL 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 BV THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W NO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW BE RETURNED UNCHECKED. SHOP DRAWINGSRUNNING WILL IN THE FORM G BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE W 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 MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF W TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPEGFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADES, Fy - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. LEVELING. BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVE G ALLGNS, CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR 70 OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS W TH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. PLACEMENT.CONCRETE SLUMP SHALL NOT O(CEEDSN-PRIOR TO THE ADDITION OF SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9NC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUMTIME ALLOWED FROM WREN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' POR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH ANDfOR WEATHER 1-12" FOR #6 AND SMALLER ? FOR #8 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 ARCNITICT8 6 GrouoL� 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774i078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC- 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336134 PH: 813888-2828 FAX 813588-2802 annmir-. .wl w rl © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLESINSTALLED E THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHA MAX. DETAIL A FASCIA 70 STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7OSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO 7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ �STAPLESINSTALLED 70 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. NEL 30 J" MAX-4I -- DETAIL D Oj STAPLESINSTALLED, J-CHANNEL THRU CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- ( T1CTA 11 C TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /—TRUSS/JO'. / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN ��CHANNEL DETAIL v DETAIL B }" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS FIT O 11 1X2 WOOD BATTEN 2X2 WOOD BATTEN 10 O SOI NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" 5 O.C. MAX. (INTO CONCRETEWASONRY) AX. CONCRETE/CMU OR WOOD (NOTE 1) PAN 'L' SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD ;Ott,T (NOTE:1) CONCRETE; CMU OR WOOD SOFFIT SEE DETAIL 'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q i„ DETAIL C J-CHANNEL BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O7 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. •= >> f>>{>>E 375 375 .4 3.625 3.625 .3.6 AL 5 08 .03 12 A DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C N I T■ C T• 6 Groin LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813SSS-2802 ��INN anmmi SILVERADO LOT #23 BLK ##14 PROJECTp 03719.001-23141 MODEL- 2368-B "tOFFIT DETAILS N 03/02/21 SCALE: 1/4"=1'-0" SHEET sD