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HomeMy WebLinkAbout35920 Morse Willow Ct4b- 23618-DESTIN 99 99 FOR:■ AL". F K ONAL �E E." • R, HOR110N AND TH E C'17( REVIEW DATF. CITY OF PLAN 12602 TELECOM [DRIVE, TAMPA, FL 33637 Ted: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -jw=A MMOIG CODE, F=zmuL ABV ABOVE LAV LAVATORY DATE DESCRIPTION 7M EDITION (2=) ALL LOM AND STATE CODES A AIRCONDITIONING LUIt LUMNOUS ADJ. ADJUSTABLE MC MEDICINE CABINET ALT. ALTERNATE MFR.MANUFACTURER I 6/24/19 ADDED 150-C ENGINEERING ARCHITECTURAL SHEET # DESCRIPTION 07/29/19 ADDED STONE CAP NOTE TO ELEVATIONS DR HORTON HOMES, 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :OCCUPANCY - RESIDENTIAL, GROUP R3 CO NSTRUCTION TYPE - VB -MIN, INTERIOR FINISH - CUSS 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 AMP, AMPERAGE MIN. MINIMUM BD BOARD ME, METAL THRESHOLD C CENTER LINE MT MOUNTED C CABINET MIT, METAL CLG. CEILING N T.S NOT TO SCALE CLR. C EAR OC, ON CENTER C C CONCRETE PL PR C CARPET PA PUSHBUTTON OPERTY LINE C.T.CERAMIC TILE PH. PHONE D. DRYER I'll . PLATE DBL. DOUBLE PLYWD PLYWOOD D.G. DUAL GLALED PR PAIR DIA DIAMETER P.T. PRESSURE TREATED PG CS -COVER SHEET PG GN-GENERAL NOTES PG AI -FLOOR PLAN PG A.213-ELEVATIONS :B- FRONT & REAR (5/12 PITCH ) PG A38_ELEVATIONS B" LEFT & RIGHT (5/12 PITCH) PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG D1 -DETAILS PG D2-DETAILS 10/14/19 r12/O4/19 UPDATED LED LIGHTS PER D.R.HGRTON / / ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 11/2'/ 01/27/20 ADDED SDIPSON CONNECTORS LLO. tISP 07/14/201 CHANGED NO OU NAMES PER D.R. HORTON 12/01/20 - MOB REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE 12/01/20 WAITING ON ENGINEER APPROVAL FOR DETAIL UPDATES 01/19/21 REPATHED ALL )IREFS FOR 2020 FBC CODE CHANGE DIM, DIMENSION R. RISER DISP. DISPOSAL RAI RADIUS OR DEEP R.A.G.RETURNAIRGRILL DR_ DOOR LITE REFRIGERATOR D.S. DOWNSPOUT RM, ROOM DTL DETAIL R.O. ROUGH OPENING PG D3-PRODUCT APPROVAL LISTING PG WAI -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PIG WA3-WALL ASSEMBLY DETAILS STATE OF FLORIDA SQ.FT. CAW.'S PROFESSIONAL ARCHITECT: D.W.DISHWASHER Sc. SOLID CORE FXT DR EA EACH SO, SMOKE DETECTOR PG WA4-WALL ASSEMBLY DETAILS PG WA5-WAIL ASSEMBLY DETAILS ROLAND A. ABOUCHACRA AR No. 93723 ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL S IT SHEET XE EEXHAUST SITING. SHEATHING EXT.EXTERIOR SHWR. 'SHOWER FGJTX. FIXED GLASS Sim SIMILAR PG WAS -WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. LIVING 2,3-12 So' FT. GARAGE (ELEV. 5) 531 60 FT. FUEL GAS SL SLIDING F.G.. FINISH Sil GL. SLIDING GLASS F FLR. FLOOR STD. STANDARD 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 ENTRY rw iE PT. COVERED LANAI 201 60. FT. FLUOR FLUORESCENT SWS SHEAR WALL 1. FR. DR. FRENCH DOOR TEMP SECTION FTC EMPERED CLASS Tel: (407) 774-6078 TOTAL 3,160 Ga FT. THK, THICK GAR. DISP. GGAUGEARBAGE DISPOSAL T ac TOPOFCURB Fax: (407) 774-4078 G.F.I.GROUND-FAULTCIRCUTT T.O.P.TOP OF PLATE INTERRUPTER TOS TOF SIAB GL. GLASS TYR OP TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Si -FOUNDATION PLAN PG S1 . IA -DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS GYP ED. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE ac HOLLOW CORE V VAPOR PROOF HDR HEADER W WASHER HOT, OR FIT HEIGHT W/ WITH ENSUL INSULATION WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. WINDOW WTI WATER HEATER WI, WROUGHT IRON PG 32-LIFT BEAM PLAN PG S2.1A-DETAILS PG 33-FRAMING PLAN 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 PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-ENTRY DETAILS PG SNI-DETAILS PG SDI -SOFFIT DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI . 9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE N'TR ON WiNn ART A R C N I T 9 C T 3 !gn 6 G r aousp 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde igngroup.com AA #: 0003325 F, DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-262t FAX: 613-886-2802- 04 BUBDrv. de LOT.;' SILVERADO LOT #20 BLK #16 PROJECTIP 03719.OUI-20161 MODEILA 2368-B GARAGE BITING: RMHT PAGE: COVER SHEET %,150 MPH AXP. B 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 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED 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." 11MBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTTfUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: 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 ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR 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 IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A e C B I T I e T 8 6 Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w ,abdaslgngroupxom AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2628 FAX: 8134386-2802 SUSDIV. & LOT• SILVERADO LOT #20 BLK #16 PROJECT 03719.00- 20161 MODEL• 3 8- GARAGE SITING: PAGE: GENERAL NOTE 1 MPH B PRINT ' 09 21 DATE SCALE: SHEET �T � # 3 V Nj NICHE — 11P. GLASS - FLR W/ 24' TEMP. GLS. DR 42' KNEE -- WALL HB' 4'-6' V-8• I'-4 1'-10, 4'-4' IF =7:z� r-OND� 25-SH 25-814 36'XI2' FG 25-SH L'_ fJ EGRESS T B -]120' - - - - - - - - - - - - - -- -- 3 r'----- •DPAN 9'-4'CLG. BEDROOM BEDRO 433 T-4' CLG.T-4'CLRAYTO 0--4'-9080 SGD.. ------- Ifr4 a L------ -- J = Q - 0 I 4'-S' 3'-6' 1'-4' ® EAU 9 I 1 V-44- CL . s V-6• 5'-8' i I I 24'-1' I m I ® T 9 I I I GREAT ROOM I I '-4CLG`r 3 2 -0' '^ I X TRAY G-G. ' In Ilk I TO10'-0' _ I 1 1 • y :T 50 • e18LVE 1 1 I 1 I 0 I I aD • r8 O �I �' I I I I I W.I.C. " I— 1 I A KITCHEN I ---- ------J II T-4'CLG. I 15H I I 0 __1 - S 1 II'_0, 6'-4° \\ 14'-6" 3'-0' 2'-4' `t 8'-6• " ' �o I BEDROOM j s DINING 6 v I ROOM 2 I " PAN. n I M v i"i�- I 59H p; IIII .j°ii A i WZ_ 0 Q 3'-2' ® D. I D. F-----1 54'X22' MT WH 2XI0 We e SOT. of I ATTIC PRE- o y I I HDR • L - - - - - J ACCESS PLUMB TUB BATH II "` T. 4 3 9'-4 QA FOYER 9'4'CLG. ISH ------Saw � eepp )G iA _0 GARAGE M�T V-4' G.G. 80 R W/(21 ' Si. 13'-4' S' 5'-5 6' 28'-4' BEDROOM -v 9-4' CL& ENTRY D'-8' CLG. i0 25- 2 - H I6'-0- X 1'-0 O.H. EGRESS EGRESS 28'-4' 48'-0' FLOOR PLAN SCALE: 1/4' • I'-0' FLOOR PLAN NOTES - ALL DIMENSION6 ARE FROM FACE OF T V BLOCK WALL (OR EDGE OF FLOOR BLAB) TO FACE OF WALL STUD UN.O. - ALL INTERIOR WALLS ARE 3Y! UND. DRYER VENTED THROUGH ROOF (VW, NOT SCREENED. - AIR COMPRESSOR SET ON 44'A"' POURED CON_ PAD. PAD BEGINS W FROM EDGE OF STRUCTURE. - SEE SHEET GN FOR GENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOMS TO HAVE AMC FAULT CIRCUIT NTEM PTER - ALL FULL HEIG4T BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENINGS ARE SHEAR WALL& SQ.FT. CALCe'S LIVING 2,312 50. FT. GARAGE (ELEV. B) 531 60. FT. ENTRY 50 60. FT. COVERED LANAI 201 SO. FT. TOTAL 3,160 60. FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BRG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT V-4' BRIG. LESS THAN 1 3/8' (35 MM) THICK. OR 20-MINUTE FIRE -RATED DOORS. RADIUS CORNERS, SEE PLAN BRACKET BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 2'X6' STUDS • 16, O.C. W/ 1/2' DRYWALL SHIM AND SECURE COUNTER TOP VARIES MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT JBAR REINFORCING KITCHEN Q 4 BRACKETS AS BASE =NECESSARY. CABINET m� 3 ,BAR DETAIL SCALE: NTS CO rMW No CLADOW I SD LOADS BAND OD SFOOM FOR 80EDWD GIBTB OFBm Sam ZME I WHVDMO RB411H NOR E FOOTAGE 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 20.5/44.11 8010 OAD. 56 5 21.6/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = 3 0.18 BLDG. CAT.-H, 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. 'MROLDA76 A IS C N I T B C T B Grou�L� SEE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdealgngroup.wm M S: 0003325 DRAFTING BY: A.B. DESIGN GROJBLVD. DRAFTING INC 5439 BEAUMONT CENTESUITE 1004 TAMPA, FLORIDA 33PH: 813.886.262FAX: 813-886-280 StmDIV. do LOT. SILVERADO LOT #20 BLK #16 PROJECT 03719.001-20161 MODEL GARAGE STRATO: RTGHT PAGE: FLOOR PLAN 150 MPH . B 2 I'RIIQT 7/09/21 awTE• 9CALM: I/4"=l'-0•' SHEET Al --------------------- /� WINDOW `� STUCCO BAND I I I I I RAISED �n i +1. STUCCO •I' I I BAND s' I I � I I / I I WINDOW J I DETAIL R DETAIL A SCALE: I'• 1'-0' +� SCALE: I'• I'-0' `----------------------- —�IS'-�B' RIp--Cs HGT Y-- -------------- SHINCsLE ROOF 12'-8' BFYs.iL — — — — — — — — — — — — — — — — — — — — — — — — — — — RAISED STUCICO BAND— SIDE ENTRY SIDE I NGT. LITE DOOR LITE i 0' •I' in Z 7n 'I' I I 5 5 SAP STONE VENEER I I � 0'-0' FIN. I DETAIL I FLR I� SCALE: I'• 1-0' ` — — — — — — — — — — — — — — — — — — — — — — — — — — — -------- -- FOAM I CAP I STONE I VENEER I I I I +2 • I I I I I I I I 0'-0' FIN. FLR I I I I I I I I I DETAIL I E `-------------' IMI I— ICI ICI IEI mi IN I ICI ImI ICI ICI ICI son LEI Im■I ■I I ■Im■101I-xI __ ___ _�'I '!_ _ ICI ICI ICI ICI I■I I■I I_I I■I 'ICI ICI ICI ICI __ IEI I�� ImIql,ql�I —I +gill—ql---IL_• FRONT , TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION (TEXT'LIKED FIN, AREA 0 F ATTIC = 3157 SQ. FT. N ET 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 .5 X 1515.36 = 757.68 SQ. IN. 'OFF RIDGE VENTILATION AREA = 115 SQ.IN. PER VENT 757.68 /115 ITO TA#O F V EN TS R EQ U I R ED = 6.58852 TOTAL# O F V EN TS PRO V ID ED = 7 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 LIN EA FOOT = 757.68 /11.736 TOTAL LIN EAL FT O F SOFFIT VENTING REQUIRED = 64.5603 LIN EA FT OF -AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG jE XTERI OROF WA LLTO EXTERIOR OF WALL,NO OVERHANGS INCLUDED] _ U.C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA g; 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-888.2828 FAX: 813-888-2802 SLTHDIV. Z L07 SILVERADO LOT #20 BLK #16 PROJECT 03719.001-20161 MODEU 3 -B GARAGE >l1RNG: RIGHT PAGE: FRONT & REAR ELEVATIONS B" 150 MPH EA B W-4' EsRG. _ HGT. Y SHINGLES 5I/ ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 12'-8' BRG. HGT. HGT. ■ � I 0 TEXTURED p FINISH 0 FOAM 7 io GAP 2'-0 STONE VENEER - — - — - - — - — - — - — - — - — - — - — - - — - — - — - - - - - - — - — - — - — - — - — - LEFT ELEVATION-B (TEXTURED FiNibH) SHINGLE Y ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT TEXTURED FOAM p FINISH 0' CAP STONE VENEER RIGHT ELEVATION-B (TEXTURED FINISP7' A R C N I T I C T• GrouOL III 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 813586-2802 PRINT DATE: 7/09/21 SHEET A3 R L ELECTRICAL LEGEND SYM. DESCRIPTION e. TANDARD SWITCH -4 -WAY SWITCH A -WAY BUITCH IMER SWITCH HE 8H BUTTON IBCONNECT T NERM08tAT INGLE RECEPTACLE (125v/20-AMP MOLE POLE) lov DUPLEX RECEPTACLE ImV DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) 41� XTERIOR WATERPROOr/GFI RECEPTACLE (GROUND FAULT TERUPTER) Imv QUADPLEX RECEPTACLE ® IVV TED)DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE :ONNECTOR) EDICATED RECEPTACLE MOUNTED LIGHT ILING MOUNTED LIGHT LIGHT O LIGHT ;ANT SCONCE PRE -WIRE FAN WITHLIGHT (I GRIM PER 8Q. FT.) 'l—BULE,LIGHT FIXTURE 2498 BULB LIGHT FIXTURE aaaaaa BULB LIGHT FIXTURE 'TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN )_� DER CABINET LIGHT I = x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) L,wl'x4' FLUORESCENT LIGHT (RECE88ED) x O CE55 LIGHT CES8 LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX R OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) VERIFY 1{0 -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) ILING MOUNTED FAN B'ENT FAN (I CFM PER 80. FTJ IAONE JACK Fe IMOKE DETECTOR (WALL MOUNTED) Q. OKE DETECTOR (CEILING MOUNTED) ® 1 TED) IMES ® T LARAGE TV JACK -E PORT • LOCATION, OF TV J 4 PHONE OUTLET 4 FANS TO BE VERIFIED HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Tth EDITION (zmzm) 4 NEC zlm.lz z012 • 220ITAMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF Sm CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MISm'73 FBCR Nth 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 NUT ED (Zm20). • ALL UIORC TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR rTH ED • ALL LAMPS SHALL BE SELECTED BY BUILDER AND Y5% OF LIGHTING MI18T BE ENEI0.GY EFFICIENT TYPE PER FBL. ENERGY CONSERVATION lRE81DENTIAL ENEI�.aY EFFICIENCY) 7020. �Lh I-- ------- I I I BEDROOM I � I I I I I I I \ I FIRE -WIRE \\ FOR \\4 CLG FAN I I L _ I J ZAT <---7 W.I.C. BEDROOM Q\ \ PRE -WIRE \ FOR \ CLG FAN \ 1 I 1 I ! BEDROOM / PRE -WIRE FOR CLG FAN COVERED L F'IREFO-WRII� / CLG FAN I I UP MY I- I /- NY _ ___1 I / I I / I I I / I I � I I I I GREAT ROOM BOX UNDER / \ FIRE -WIRE \ COUNTER FOR FOR \ CLG FAN \\ ct I I \ I I I \ I I \ - rt ----I--------------- DINING I\ ROOM / I OPT. DINING j I FIXTURE I / I ! SD/CO Ito dA I I U I bI FOYER 1 UP BEDROOM J 4 IPON it L=_J / P!M-WIRE / FOR / CLG FAN 1 I aL CAFE \I ELEC. FOR HOOD/ _jk �\ OI MICRO ASV. e ;n � I 1, I I I KITCHEN PAN �l Q- I iv I I I I I I I I I l a lo= �r zl w. L2a CFI• CFI• 44'AF 44'AFF. GFN \\J L----- � LIGHT < FIRE \ �UT18 SWITCH IN L.T. 1 ATTIC ACCESS GFI CLG. GFI CLG.6 OUTLET GARAGE i OUTLET OUTLET FOR IRRIGATION TIMER LED LIGHTING LED LIGHTING LED LIGHTING @ DOUBLE LAV. @ SINGLE LAV. @ SINGLE LAV. BATH I BATH 2 BATH 3 PROVIDE 3 2/0 CU, I % CU GNP 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 •4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHMY..) 200 AMP ELECTRICAL RISER NCT TO SCALE. N LL da:TNERa. Noree: I j W A. ELECTRICAL MATERIALS AND INSTALLATIONS LL SHALL COMPLY WTH ELECTRICAL PROVISIONS OF THE I+tSCR TTN EDITION [2m01. LOCAL CODES. AND ALL LOCAL POWER COMPANY REQUIREMENTS. 13 ALL CONDUCTORS SHALL DE TYPE THIN/ " UNLESS NOTED CTHEFWSE. PRE -WIRE — PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4'.I'-O' POWIR C40MPANY TRANSFORMER PROVIDE 200 AMP, 120440 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 2/0 COPPER (CU) IN 2" PIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 -4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE DO PVC CONDUIT UNLESS aERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. OCOMBINATION 700 AMP SERVICE DO/!40 vOL DISCONNECT I PHASE BUTC4 AND MLO ELECTRIC PANEL METER IN NEMA 200AR 3R ENCLOSURE SERVICE TELEVISION ENTRANCE SERVICE ECAllRQNT ENTRANCE EOIIFMENMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 -4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF FN3DNe NTH mITIQN r2mm) 0/8" PIA X e FT LONG COPPER CLAD GROUND ROD A E C N I T E 0 T 8 GDesign . 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2828 FAX: 8138862802 SU9DLv. & L0711 SILVERADO LOT #20 BLK #16 PROJECT 03719.00-20161 MODELA GARAGE SWING: PAGE: ELECTRICAL PLAN 150 MPH EXP. B 4- I� \I r� °' - - - - - - - o 0 -------------1 3 PAN I I El m I I I I a+ I I I I I I I I I I I I I I O I ED El L -- -� 2•VTR r- 2'VTR �t I I/2' � � ® 2'VFR 2' � �\ 9 LAV TUB --- _ v 2• J SHWR WC V r ------ �r\SHWR AVILAV 3• 2'vTR to TUB LA 2• I I KITCHEN v 3• AUTO VENT � I I _ I I ua O 3' 2• r Z o O 3' 3' oPr. I p L.T. ;p I oil 1 3• -------------J CO 4' WASHER --------� ii u Otfl'.i 4' NOTE: ALL PVC PLUMBED TRAPS TO 'P' MAIN AM TO BE TYPE. 'S' TYPE ARE PROHIBITED. PLUMBING RISER 9 I -- -„ SCALE: NTS :Of, y 2'-S' HIS a WC 1F J I I JJ O PRE- o Zp V TUB II L—_---J PLUMB L.T. II 11'-10' O 0 --- HB 0 0 00 00 PLUMBING PLAN SCALE: 1/4' . I'-V' "VlNvut,/LLC. t 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.774-4078 W ww.abdesigngroupxom lIkk AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8112 2802 STJBDIV. de LOT SILVERAI50 LOT #20 BLK #16 PROJECT 03719.001-20161 MODEM GARAGE SWING: RIGH PAGE: PLUMBING PLAN 150 MPH B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 044ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC -ITH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOOR $ FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM 1 y AIR RETURN 9UCTICN AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFpp� RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR ITH EDITION (2020) MECHANICAL BLDG. CODE2 SECTION 301A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR � THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT IT WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) fSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIAL OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR - COUNTERSUNK BRONZE FL. PL. OR WALL CO. PLUG BRASS PLUG SEE SPEC. 1'-8'X8' CONC. I 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 MV. E SITE PLAN SITE PLAN FLOOR SLAB CLEAN -OUT (TYPN� NEXT. GROUND CLEAN -OUT (TYP.) MECHANICAL PLAN SCALE: 1/4' • I'-0' A N C N I T I C T 8 Eraousj0t. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 WwW.abdmigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134MI06-2802 lisp im SLJHDIV. & LOT SILVERADO LOT #20 BLK #16 PROJECT 03719.00—20161 MODEL. a — GARAGE STING: RIGHT PAGE: MECHANICAL PLAN %150 MPH E)EB SLJHDIV. & LOT SILVERADO LOT #20 BLK #16 PROJECT 03719.00—20161 MODEL. a — GARAGE STING: RIGHT PAGE: MECHANICAL PLAN %150 MPH E)EB 2X4 TOP PLATE egIR ELM A, PLAN PRE-FAB TRUSS I/1' .LG. BOARD 1/2' DRYWALL — SECURE 13T. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX I 11.1. FIN. FLR 2X4 WOOD 8TUD6 .24' O.C. BLAB ITIONS SUPPORTING HUNG PLUMBING k'ES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL NON-BRG. SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -0 ELEVATIONS TYP. O.H. VENTED SOFFIT In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR_ 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- «5 (2) COURSE DO NOT GUT THE BOND BEAM REBARS sPIPE THROUGH BOND BEAM SCALE: 3/4' • 1'-0' OR GYPSUM BOA OR RD I/2' HIGH STRENGTH CLG. BOARD 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.C. 8' CMU 1/2' GYP. WL. BD.— WOOD BASE I n W/ WINDOW OPENING rL FIBERGLASS SHINGLES WITH UNDEFILAYMENT AS PER FBCR 905.1.1. 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 CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR L ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 3 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. RV1.oR 6Y LW .100. WOOD JAMS PER oALv. ET[EL nPP REO. VERTICAL TRACTc oVER1EAD DaoR BY HALF. I• et BY OTHERS FAaTENED TO L DE TRACK ORACKEM POOCH W PRODUCT APPROVAL REO. 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS SCALE: 1 1/2' = I'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE- 2x FASCIA PER - ELEVATIONS VENTED SOFFIT - WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI- PRE-ENG. GABLE TRUSS - WEEP SCREED- 2x P.T. SECURED PER - STRUCTURAL DETAILS FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING THICKNESS AS PER 2x BLOCKING BETWEEN TRUSSES SHEET SNI. PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE ,AX PRE-ENG IUD. TRUSS 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 5/8, 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 1/2' THICK 2 COAT__j__ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR,I e 8' GMU a m -I4 P.T. PURRING - STRIPS • 24' O.G. -1/2, GYP. UIL. W. 8, CMU - WOOD BASE — 0 '-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN a ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'-1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. A It C H I T! C T• 6 GrousOu III 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeslgngroupxom AA #: 0003325 of DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 543E BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8L 86-2828 FAX: 813-886-2802 SUHDIV. Ce I.oT SILVERADO LOT #20 BLK #16 PROJECT 03719.00- 20161 MODEL 68- GARAGE 91RNG: RIGHT PAGE: DETAILS UO)ft E . B _,'/ice- ��T7.TA I rjl�5 :•ilfl� DATE 7/09/21 9CAL.E: 1/4"=1'-O" SHEET 1110. D1 Tm 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U V)' X V J-DOLT WI/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/6, WASHER N NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS X V8' WAMNER NUT O 0 "'�L SECURE 2z4 TO DI K W/ toI/4' TAPCONS 0 1 1/U' EMBED, 8' or_ 4- END DIST, I V2' EDGE DIST. 2X6 GARAGE DOOR DUCK SECURED W/ (6) IR' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X VS' WASHER 4 NUT. (1) WITHIN 8' OF TOP, (1) WITHIN 8' OF 714E BTM, IN (3)EVENLY SPACED. O" 11 NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANFACTURERS INSTALLATION MSTRUCTIONS WHERE fi Y N6TAalCT1e1.19 A� MOB 6TRNGENT GARAGE DOOR t BUCK ATTACHMENT 2X4: ® 2X4: M 2X4, SECURE TO BLOCK W/ SECURE TO BLOCK SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. W/3/16' TAPCONS (MR 1/4' TAPCONS (MIN. SHANK SIZE .145 MR SHAK SIZE J45 MIL SHANK SIZE J45 MIN. HEAD SIZE 300 HEAD SIZE JIM HEAD SIZE 300 MR EI'1DEDMENT 1 1/49 MIN EMBEDMENT 1 1/49 MIN EMBEDMENT 1 1/49 WITHIN 8' OP EACH WITHIN 8' OF EACH WITHIN 8' OF EACH END N WOG. MAX END N 18. OG. MAX END N 16' O.C. MAX SPACING. SPACING. SPACING. 2X6, = 2X6. = 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS WK2) 3/16' TAPCCNS W/(2) 1/4' TAPY:OND (MIN. (MIN. SHANK SIZE .140 (MIN. SHANK SIZE J45 SHANK SIZE J45 MIN. MIN. HEAD SIZE JIM MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. 8' cm MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1149 EMBEDMENT 1 1/41) UTNIN 8. OF EACH END 8• CM WTHN ►' OP EACH END S' CMU WITHIN 8. OF EACH END 1/2' DRYWALL / IS' O.C. MAX 6PACW- N B' O.C. MAX SPACING. N IS' O.C. MAX SPACING-8• cm Ix4 P.T. OR 5/4'X4' MR 1/2' DRYWALL 1/2' DRYWALL 1/2' DRYWALL SECURE THRJ FRAME N rX4' 2X6, 1=1 2X8, CM ❑ 2X8, ® ❑ EXTEND 1-1/4• INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK rX4' SECURE TO BLOCK rX4' P.T. NAILER P.T. NAILER BLAB 3/I6' W92) 3/16' TAPCONS WK2) E T TAPCONS WK2) I/4' TAPCONS P.T. NAILER DOOR CASING MRL 8NAW SIZE J45 lA6' OAB. X 4'MR (MIN. SHANK SIZE .145 DOOR CASING MIN. SHANK SIZE .145 (MIN. SHANK SIZE A45 MIN HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/16' OA.B. X 4' MIN. MIN. HEAD 512E 300 MIN EMBEDMENT 1 V4') DOOR CASING MIN. EMBEDMENT 1 V4') MIN. EMBEDMENT I 1/4') MIN. EMBEDMENNT 1-1/41 WITHIN 8' OF EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR CASING WITHIN 8, OF EACH END DOOR JAMB OR WINDOW B' O.C. MAX U/' O.C. MAX N IV O.C. MAX B' O.G. MAX SPACING SPACING. DOOR JAMB OR WINDOW SPACING. SPACING. ATTACH TO 2X PER DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB X WINDOW MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3/4" OR +5/4" ��DOII TO BLOCK +3/4" OR +5/4" 2X4: IE SECURE TO BLOCK W( 3AW TAPCONS MIN 814AK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN d OP EACH END N 19' O.C. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) SAW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' CMU N B' O.C. MAX SPACING. 14' DRYWALL 2X8, 1=1 ElI'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MR READ SIZE JAM MIN. EMBEDMENT 1 V4.1 UITNM 8' OF EACH END N IS, O.G. MAX DOOR JAMB OR WINDOW SPACW' ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" R TO BLOCK +1 1/2" NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/15" �N�OA TO BLOCK +1 15/18" 2)(4, = SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN 8' OF EACH END N IV O.C. MAX SPACING. NOTE, STRUCTURAL 2X MOT BE 2X6, ® ON OUTSIDE N SECURED LOCK SECURE TO BLOCK THROUGH ION -STRUCTURAL WK2) 9Mr' TA 8/16' TAPCON MIN. 1-1/4' (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' cm / 10' O.G. MAX SPACING. 1/U' DRYWALL 7)8, ❑ SECURE TO BLOCK WK2) 3/I6' TAPCONS P.T. NAILER (MIN SHANK SIZE J45 DOOR CASING MIN HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN 8. OF EACH END N IV O.C. MAX SPACW- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" /:,11/II'ID01I TO BLOCK +2 1/4" NOTE, 614IM AS NEEDED TO PLUM JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" n 1RTfif(flN TA Af.(1(:K +4" 2X4, M SECURE TO BLOCK W/ 3/16' TAPCONS (MR SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END N 18' O.C. MAX SPACING. NOTE. STRUCTURAL 2X MAST ISE 2X6, ® ON OUTSIDE N SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) W*' TAPCCNS 3/16' TAPCON MR 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIL HEAD SIZE 300 MR EMBEDMENT 1 1/4') 8' CML WITHN 8' OF EACH END N 18. O.O. MAX SPACING. VU' DRYWALL 2XS: 1=1 I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCON6 DOOR CASING (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END N 18" Or —MAX SPACING. NOTE, SHIM AS NEEDED TO MU 15 JAMB (DO NOT EXCEED 1/4') itJD 2X SECURE TO STRUCTURAL MEMBER WK2X2d UTNIN 5' OF EACH END N 6' TO 8' OG. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS, DOOR JAMB TO BLOCK +3" F NOTE, 614IM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" @1I1MU011 TO BLOCK +3 7/15" 2X4: SECURE TO BLOCK WI/ 114' TAPCONS (MIN. SHANK SIZE J45 MIL HEAD SIZE 300 MR EMBEDMENT 1/49 WITHIN 8' OF EACH END N ID' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE N SECURED SECURE TO BLOCK TNROIKhI NON-STRUCTURAL WK2) 1/4' TAPCONS (MIN. 3A6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK SHANK SIZE J49 MIN. HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN 8' OF EACH END 4 IV O.C. MAX SPADING. IQ' DRYWALL SECURE TO BLOCK P.T. NAILER WK2) I/4' TAPC0W I' P.T. X 4' MR (MIN. SHANK SIZE .145 IN. MHEAD SIZE 300 MIN. EMBEDMENT 1 1/49 DOOR CASING 4 WITHIN 8' OP EACH END N IVO.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFAC UN96 DETAILS. NOTE. SWIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" /,;VIINDOR TO BLOCK +3 3/4" O ARCNITIBT8 5 GroupLn. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdmlgngroup.com AA U: 0003325 00 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 OVHDIV. Ae LOT: SILVERADO LOT #20 BLK #16 PROJECT 03719.001 20161 MODEL: 2 68- GARAGE OWING: PAGE: DETAILS 150 MPH EXP B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.24 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 13872.12 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 STRUM COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1149S.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 3S353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 22/32/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 22/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM Q W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 A R C N I T E C T S 6 Grouse 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.ebdesigngrou p.wm AA #: 0003325 04 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 MO sUBDIV. ae LOT: 14 SILVERADO LOT #20 BLK #16 PROJECT 03719.00 -20161 MODEL: 3 - GARAGE SWING: PAGE: PRODUCT APPROVAL LISTIN 150 IIRH E Fi7EFORMED CONTROL JOINT - FLANGE OF CONTROL JOINS Td BE WIRED TIED TO LATH • 6' O.C. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES 1111 LEG MAY BE USED SECURE CONTROL JOINTO TEMP. DURING INSTALLATION ------- FASTENERS TO BE SPACED---777 • 1. O.C. MAX VERTICALLY / I / i i' THICC 3 COAT CEMENT / \ PLASTER \ UIRD LAYER 4, FORTFIBER SALONS PAPER APPROVED METAL LATH FASTENED AT' (VERTJ Or— MAX AT SUPPORTS WEB LAYER -1, BTUDZO WRAP WOOD 6HEATHIN3 �� 7ZOM/��/ ,W ZOMR,I�//� A LATH MALL DE CONTII.11 TNROEND. JOINT BE TIED . PROVIDE 2X4 BLOCI:INCaPER 3 \ PLACED FLAT MAX. 6' TO S' FROM L \ \ / JOINT WHEN CONTROL JOCONOIIN FALLS ON NOTE L FASTENERS FOR LATH TO DE NAILS OR i STRUCTURAL 67UD STARES N COMSRIMICE UV ASTM Cill 2. UERE TIES TO DE (NO. D) VA415' WRE / 3. BLOCKING SHOWN MAY DE IN ADDITION/ \ TO WALL STUDIO REQUIRED PER RAN O"M" TYPE CONTROL JOINT Ol IC)LD NYaIO • PT. A OL FOLD aaualaD PT. 4 d. OeAN . R. B ® L )OLD NAINaD • PT. A a. Cleave • FT. e !. COMAN . Pr. C 4 FOLD Pr. COVER Pr. S TILL I.T. C Touckm BOTTOM FLAMM AB FLAMBOTTOM FL4n0[ WATERT— am. FOLD.ma bm CUT. ]• T141M 3 COAT CEMENT PLATER (FRAT'EA M' T COAT COIEW PLATER (CAW UPS LAYER •2, FORTFIBER BUILDING PAPER ORAMB SLY) WAD LAYER M. STUCCO UAEM011i ONLY) U ." FL46aYtl LSAT n.AaNaaa (ME U "Tu"TALLFix WALL t 6 t BOTTOM Q ML! a WALL NrDa1KTIQN NOM, APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS, ALL SEAMS NEED TO BE TAPED UNTH FORTIBER DHEATHNG TAPE T MM LAP • METAL LAIN \ / LATH VERTICAL LAP TO BE I' IT METAL LATH UIRD LAYER al, STUCCO WRAP ll'MNFAIMRL4 LKYLAYER -2, / BU�ILDNG PAPEFORTIFIDER/ I SIDE LAPS OF METAL RASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETLEEN SUPPORTS WITS 0,0415-K (121-MM) WIRE AT INTERVALS NOT MORE THAN 8' (228-MM). AD PER ASTM CI063. ® KIC KO UT F�REPAIR OF TEARS DETAIL N Will LAYERS, TEARS MAY BE PATCHED UIMOUBE Ull TAPE PER MANIF. OPEC. OR PEEL 4 STICK OR j' THICK 3 COAT CEMENT PLASTER METAL LATH UAAB LAYER 7, FORTFIDER BUILDING PAPER UAED LAYER q STUCCO WRAP 6HEATWING WOOD 6TL$ 6HEATHING PAPER STUCCO INSTALL FASTENERS (CLIPS; STRAPS, STAPLEW AS REQUIRED TO SECURE PIPE/ UERE TO FRAMING UM LAYER q STUCCO ILRAP URD LATER 9, FORTFIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEM ORAING PLAS44M OVER 4'x4' SELF-ADDFIERING MIEMDR NE FLASHNG OVER APPROVED HOLME U.RAP. FL.ABHSIG TO EXTEND ONTO PIPE 4'x4' SELF-ADI-ERM METIDRANE FLASHING OVER APPROVED HOUSE WBAP. FLASHING TO EMEND ONTO PIPE W CONT. DEAD OF SEALANT INSTALL APPROVED HOWISURAP AIR INFILTRATION BAREIER OVER OWEAT14M ELASTOMERIC COATING OVER 8TUCCO/ G.V. FINISH (6EE TYP WALL SECTION) SECTION ER SEC N EftW Whv and El alball Exterior uae of portland cement plaster shall comply with Me application requirements of ASTM C 92618b. Ir ti'labon of euom leior lathing and hing shell comply with ASTM C 1063.19,, or ASTM 1787. 4'x4' SELF -ADHERING MEMBRANE LASHING, (COMPATIBLE W/ HOUSE ,Q• UAEM MATERIAL) OVER APPROVED HOUSE WRAP. 1' OR LESS PIPE CUT AND OVERLAP C SELF -ADHERING HORIZONTAL LATH I 3A PIPE & PAPER DETAIL N.T.S. WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB TAPE OVER OFNIALL SGREEDSCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING ? (NAIL TO ROOF DECK, NOT WALL SHEATHING) c+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF LT) 5 N.T.S. ROOF PER ELEVATIONS FLASHING STEP 02 TION DETAIL CF LEGEND URAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLd811MG TO EXTEND ONTO PIPE CUT AND OVERLAP ONE BIDE OF SELF -ADHERING MEMBRANE FLASHING DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LA`r'ER *2 IFORTIFIBER ...... BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR'1/1611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / A5TM C-541-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C H I T R C T R Gr uOLa. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 ww W.abdeaigngroup.eom AA k: 0003325 00 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 6134MO-2628 FAX: 813-886-2802 BVBDIV. de LAT: SILVERADO LOT #20 BLK #16 PROJECT 03719.00T-20161 MCIDEL' S— GARAGE SKIING: RTGH PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B iu DATE: 7/09/21 DATE: SCALE: SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, X I. BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE Ij TOOLED SO AS TO DEFLECT r WATER AWAY FROM JOINTS. X.^ E-Z BEAD ALL AROUND i.,.{:_ i yX VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS �r. APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.V CAULKING a JOINT I ALL AROUND PER SECTION R703.7 Exterior lathing and plastering BACKER ROD Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X; 1 X: Installation of exterior lathing and framing X shall comply with ASTM C 1063-19a, / or ASTM 1787. WRB LAYER -1, STUCCO WRAP - HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WaB LAYER °2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER "FORTIFIBER BUILDING PAPER WOOD coNeTucnaN —METAL LATH a' C: U VINYL CASING BEAD 6' RAISED BAND V TON MID -WALL ogee w-men 6' WDE STRIP SELF ADHESIVE FLASHING, CLEW MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED WISTONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/Iro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.I / ASTM C-841-14a, MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH W SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT i TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL1 V SELF ADHESIVE — FLASHING (INSTALL PER MANIF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Y5' TO Ye' MID -WALL WEEP SCREED LW SELF-ADHESIVE FLASHING WOOD FRAMED - , R:::� WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING ELEC. METER FIELD APPROVED VERIFY LOCATION 4MSBNBZA'P BELOW APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT CUT SUCH THAT NO MEMBRANE PRIOR TO INSTALLING ELEC. ENTERS BOX, METER APPLY TO FACE EDGE CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYf3LEND FOAM -('GREAT STUFF' OR SIMILAR) 14— APPLY A SILICON BASE SEALANT AT POINT IT 17 THAT ELEC. WIRE PENETRATES !00 �~ WOOD SHEATHING WIB LAYER "I, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STgJCTURAL MEMBER • 1' O.C. MAX K' TO K' MID -WALL Wa' °'ritP airitn�F�6� ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V_ _ FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER °I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER '1 STEP #1 STEP *2 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH APPLY E-Z BEAD • (SEE TYPICAL WALL SECTION)° OVER 60 MIN ; ° GRADE 'D' METAL LATH FELT -PROVIDE PROVIDE STUCCO SCRATCH SEALANT AT ALL o, COAT LARGER THAN THE ELEC. JOINTS AND METER CAN OR METER CAN INTERSECTIONS COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION STEP 05 STEP #(o nELECTRICAL RECEPTACLE I" LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigngroup.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 SUHDIV. & LOT: SILVERADO LOT #20 BLK #16 PROJECT 03719.00T-20161 MODEL: GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 15 H B JUL D,W7/09/21 DATE• SCALE: SHEET WAS WOOD SHEATHING WRB LAYER h, STUCCO WRAP WOOD WRB LAYER R, FORTIRBER CONSTRUCTION BUILDING PAPER %' HAT CHANNEL }' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' BAR n TOP OF DEEP SCREED TO SHEATHING BEHIND WEEP SCREED WRB LAYER 9, ` STUCCO WRAP i THICK, 3 COAT CEMENT PLASTER 6' SELF-ADHEREING ' FLASHING WRAPPED i . i ' �`: ` • TOP OF WEEP SCREED i i , "•I ��y TO SHEAT14MG BELOW ' WRB LAYER'(, 1 X'( STUCCO WRAP 1 s'.. • a � 1 `'� UIRB LAYER 12, FORTIF15ER ------1 I BUILDING PAPER "6' SELF-ADHEREING FLASHING WRAPPED WR8 LAYER 'I ' • CORNER OF CANTILEVER STUCCO UIRAP �v ���� n 4' POSITIVE DRAIN AMIGO AM66-UFU1C �fw 1 72 . uceo w.% CUSTOM CASING BEAD - _ a n ___ NO GAP IN FIELD (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. SCALE:II/2'•I'-ND' EXT. WOOD FRAMEC WALL GU6-FLOOR DECKING PRE-ENS'D TRUSS URAT14ER RESISTIVE BARRIR -1 WEATHER RESISTIVE BARRIER Q j' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATWING- (SHOWN FOR CLARIFICATION OF SEPARATE ACCE660RIES ONLY) I EXTERIOR GRADE V GAP FOR BACKER I DRY WALL ROD 4 SEALANT 71` V STICK3 GOAT CEMENT-LAVINYL CASING EtEAD 00 WATER PROOFMC\ilt 'vINYL ca6eNS eEm LATER (2 LAYER PEEL\ 4 STICK) ..rR rexa.,w \_EL t 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA CALV. PEEL 4 STICK) METAL DRIP EDGE SET IN FULL BED OF 6' PEEL i SEAFRO MIN. STICK • DRIP SPACECE FROM DRIP EDGE TO FACE TO TREX DECK rs' GAP FOR BACKER NOTE: I ,1 'XI '1'4' P.T. OR SIMULATED ROD 4 SEALANT WOOD ma )FILLER METAL LATH: LATH TO BE PER SECTION coriTrte VINYL CASING [LEAD WATERING It BARRIERRESIBTIVE R-Im3.�.1 / ASTM C-84'I-14a, MIN. 2.5 LBS. ER(i2LLAYERPEEL 8 PER BQ. YARD (UTILITY OR NOMINAL DA TO IIALC46TICIQ NY DECK WEATHER RESISTIVE DARRIER 4 BARRIER R CMITILEVER CANTILEVER LATH DOES NOT MEET SPECIFICATIONS) 6' PEEL 4 STICK • DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP SUB FLOOR EDGE WOOD CONSTRUCTION ®® 3' X 3. 26 GA GALV. METAL DRIP EDGE SET IN FULL 15ED OF WEATHER RESISTIVE 1)j-XI �� P.T. OR SIMULATE 6EALAUNTA' MIN. BARRIER N WOOD (TREX) FILLER SPACE FROM DRIP 3/4 RESILIENT WEATHER RESISTIVE CCNTNUOW PACE TO TREX VINYL CABINS BEAD HAT CHANNEL BARRIER 47 YFOR BACKS ROD 4 SEALANT I WATER PROOFING 4t FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 VINYL CASING BEAD i' THICK 3 COAT CEMENT PEEL 4 STICK) 3/4 RESILIENT STICK) WRAPPED FROM BALCONY DECK TO PLASTER HAT CHANNEL CANTILEVER ?NICK 3 GOAT CEMENT 5/8' TYPE 'X' DRYWALL METAL LATH P PLASTER W/TEXTURED 4 PAINTED WOOD SHEATHING METAL LATH FINISH 5/6' TYPE 'X' DRYWALL WOOD SWATHINGRESISTIVE 3 COAT CEMENT THICK,F,� (2) 2x12 HEADER 4 PAINTED WEAtNER RESISTIVE BARRIER'1 FWRESXTURED WEAT1 ER RESISTIVE }' THICK 3 COAT CEMENT BARRIER .2 VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED PLASTER VINYL CORNER BEAD 4cPOB�TIVE DRAIN 1_eo oecn - _ - VINYL CASING BEAD NO GAP IN FIELD VINYL CASMG BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP O11D DRIP EDGE 11 EDGE INSTALLATION INSTALLATION W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 7 WEATHER RESISTIVE BARRIER -2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEADER45EAM VINYL CORP. 4' POSITIVE DRAM IIFEP wituD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION 7LUMN SHEATHING °ATTER RESISTIVE AR\\RIER -1 'AATER RESISTIVE ARRIER 4 S.A.F. \ -EEL 4 STIF:K I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 11f' X 3' 26 GA GALV. METAL DRIP EDGE SET IN HILL DEC) OF SEALANT, Y)' MM. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER'( HEATHER RESISTIVE BARRIER -2 EXTERIOR COLUMN COLUMN SHEATHING WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 915 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER LEGEND 6' SAF. 116'x3"L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )5' X 3' 26 GA GALV. METAL DRIP EDGE OF a ALINANT�.1SMEK DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — - — - — - — — BUILDING_ PAPER) SPACE FROM DRIP NANoe TGOd9NNGG READ METAL LATH x—x—x—x WATER PROOFING lot LYERLAYER PEEL 4 ffRPPED STI.A CK) FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 111�o' ZIP WALL i' THICK, 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING 4' POSITIVE DRAM WEEP SCREED SELF-ADHESIVE FLASHING_ — — — — — VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER i' THICK 3 COAT CEMENT PLASTER 2 1/2' CORNER Been FASTENED TO SHEATHING • T' O,C. MAX. C s'F WRB LAYER'(, r. STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER @, FORTIMBER BUILDING PAPER ,� ,� 1CORNER HEAD ® FRAME 1TA 2 1/2 CORNER BEAD (FASTENER t SPACING_ No �' O.C.) iv N CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WRB LAYER •I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER\ METAL LATH i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER 02, FORT BUILDING PAPER — METAL LATH\ -�^� �' THICK 3 COAT\CE'F PLASTER -� &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE - SHEATHING tWRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 10 METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 15B CASING BEAD ® WINDOW ( FRAME, NO BAND. A R C N I T E C T/ EMUO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32710 PH: 407.774 6078 FAX: 407-7744078 Www.abdmlvlgroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134IW2628 FAX: 813-886-2802 BLTUBDIV. Ac LOT SILVERADO LOT #20 BLK #16 PROJECT 03719.00T-20161 MODEL' GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 KPH EXP B WOOD SHEATHING WRB LAYER fl, — STUCCO WRAP WRB LAYER 02, PC BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER b'SELF- ADHERING --� FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER �IBUILDING PAPER METAL LATH -,!EXPLODED J' THICK, 3 COAT CEMENT vlEw FOR PLASTER CLARITY) WRB LAYER Fl, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, IN BUILDING PAPER METAL LATH — THICK 3 COAT PLASTER —� 6'SELF-ADHER FLASHING — DRIP CAP — WINDOW FLANGE CASING BEAD � WINDOW 15C (FRAME, W/BAND) WOOD SHEA METAL LATH Ys' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER o STUCCO TO — SIDING TRANSITION SIDING-7 STUCCO WRAP d' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WIRE, LAYER "I, STUCCO WRAP \— CASING BEAD 6' SELF -ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SNEATHNS WEATHER RESISTIVE BARRIER WEATHER RESISTIVE / / BARRIER 2 MT III SIDING W/ SELF -ADHERING / I IL FLASHING FLASHNG RINCs L / I WEATHER RESISTIVE \ I BARRIER STARTER STRIP / \ �\ „ U AR RESISTIVE RRIER -2 6' 6ELF-ADHERNG I \ FLASHNG GALV'D METAL GALV'D METAL W FLABHNG 'Z' FLA6FIING OR ui3cD`TRI6M""rATED R QASNQ \ / WDDD I Y�4' �X� 6' SIMULATED I TRN'1 MEMBER OR APPROVE SEALANT life CASINS, SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2B LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) YWRAP STUCCO WOOD SHEATHING WRB LAYER 02, FORTIFIBER BBYOND�6TR1CTIgV W SELF•ADNERNG BUILDING PAPER i SHEATHING FLASHNG WRB LAYER 01, WFATD ueArHER RESISTIVE WEATHER RESISTIVE i' THICK 3 COAT CEMENT STUCCO WRAP BARRIER -1 //W BARRIER'ITLOP //t_!Zi PLASTER ' WEATHER RESISTIVE / MIK 'Z .' i BARRIER 9 OF FLA6HNG WRB LAYER 02, FORTIF15ERLAPeIDNG /// i BUILDING PAPER WEATHER RESISTIVE BARRIER'(CASING VINYL ANGLED 1 WOELP-ADHERNG FLASHNG WEATHER PM616TIVE BEAD ; �\BARRIER aVINYL METAL LATH CASING BEAD i6TARMR STRIP \ALVD J' THICK, 3 COAT CEMENT DDNor CAULK oR I METAL FLAWINGvIEW (EXPLODED FOR PLASTER gym°` / �OR CLARITY) GA.VD METAL WEATHER RESISTIVE Z' FLASHING BARRIER 9 TO LAP IWSOD, 6MRMEMB�EDR ` OF ZBI�AEOVE TOP ` ` E-Z BEAD VN1 CASNG Y' X 6' 9U-XILATED (IW9i' FLEXIBLE PVC BACKER ROD) \ I UlSOD TRIM MEMBER \ / 'SELF -ADHERING CASING BEAD ® RAISED R;,�I� \ I I FLASHING THICK COAT \`� s '" ; CAP EALANT ry BAND (FRAME) ADTER OR APPROVED SAL � '`� WEATHER 1 (A BARRIERPlL�velerlvE EE;EelenvE SCALE: 1 I/2'•I'-0' UIRA.THER RESISTIVE E-z BEm vNYL ca6Na BARRIER 4 (IW9i' FLEXIBLE PVC BACKER ROD) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT - SEALANT PLASTER METAL LATH a / a WINDOW FRAME f ; . , �./.... - ......____._..._.............. _ WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER \ s 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ----------------------------------------------3 ------------------------------------ Y4' GAP TYP }' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP -------------------------------------------------------------------------------------------------- SIDING TO STUCCO DEER FE616TIVE 0 FRAME TO FRAME (� i9 TRANSITION 6 EZ BEAD WINDOW CASINGI A R 0 N I T R 6 T II ZEWZOSOJC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W.abdealgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886,2802 [PROJE'T UBDIV, do LOT SILVERADO LOT #20 BLK #16 03719.00T-20161 A[ODEL• awRwo� svrBi�o: RTGHT PAGE: WALL ASSEMBLY DETAILS 150 PH E B CARE B�HOULD BE TAKEN IN KEEPING THE VENT PROPERLY 4-. &' AND - SHOV,N IN 4- GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED, NAIL IN PLACE USING I -UP NAILS AT EACH CORNER, ROOFING CEMENT SH ILO BE APPLIED TO ALL SHINGLE EDGES NEAR THE PREPARATION OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUTTHEGOOSEMECKVENTOPENINGINTHEROCF SHEATHING. SIZE THE OPETSNGINAOCORDWCEWTHTHE RECOHMENDEDINSEVERE IAEAMEROOASTAL CONSTRUCTION ZONES. CW1RT SHONN. IN THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENT OPENING INACCORDANCE WTIi VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS NHEN CUTTING THE OPENING IN THE ROOF. REEMM�WE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAVS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER AVENTFLANGES TO LAY ON THE TIE TOP OF THE SHINGLES. OF THE SHI GLE& IF c�u 11 ROOF HOOD VENT DETAIL SCALE. NTS CUT HOIIeEURA AT 40- ANGLE MODIFRD •I• a IN HOUSE~ LINE OF WNDO OPINING APPROVED HOUSEWPIAP OVER NRATMING OVER UV 6TUD WALL STEP 1 INSTALL 6' SELF-A0*40 NG FLASHING OVER NAILING FLANGE AT JAMBS EXTEND PLANING MN 1• BELOW IWILL FLEXIBLE PLASHING DO NOT SEAL BOTTOM FIN STEP 6 TEMPORARLT TOLD -LP 4 6EO HCU6EWRAP(0 TUCK FLAP LINO a! WRAP FOLD HOUBEW IN AT JA` W 4 SLOPE 61LL R NOTALL 6' SELF-ADHS FLASNNG C VINYL WEAI FLASMsq ( DAMS) NAIL 6[LF-ADWE PLASHING I' BEYOND J, FLASHING INSTALL VE CAP ASPHALTPLASTCCEMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE ALIGN PLANING W, Hr. [DG[ OF SILL PLO. MECHANICALLY FASTEN FANNED EDGES.(OAP NAILS, 6TAPLE6) NBTALL OUPONT FLE)Q~ AS TH PLASHING AT THE FOLD HOUBBIR.4P DOWN 4 TAPE DIAGONAL CUT 4 ACROSS HEAD or WINDOW PLUMBING VENT DETAILS SCALE, NT6 PPLY III OCtINLIOUS 99AC P SEALANT AT AIDS AND WAD APPLY TO BACK, NDOW NAILING LANGE N LINE WI RIS-IRINCWED OLES OR SLOTS. NSTALL *'WIDE ADWR6IV[ - DAaC[D FLEXIBLE FLASMM MATERIAL OVER DRIP CAP JOINT [PROTECTO-uwAP DT-260L or EOUN) STEP 8 "`� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 w WIDE VALLEY FLASHING EG4OR HEAVIER FELT UNDERLAYMENT ASPHALT ROOFING CEMENT IERUNE NO FASTNERS VAT T OF CENTERUNE II l— FASTNERS IN ENI) OF SHINGLE MEND END SHINGLE AT LEAST -BEYOND VALLEY CENTERLINE I' CLIPPED OFF _ CORNERAT450EGREES ROOF VALLEY DETAIL SMALIE, NTS APPLY 061 H8U (a EODUAL) SEALANT 4 WINoouuCPN JOINT. FLWD APPLIED PLASHING (LANCO IGNITE -SEAL RG6f oR E 2UALA SLOPE SILL TO EX N2fft L IT 18 THE CONTACT42106 REWOM94BILTY TO VERIFY TM COMPATIBILITY OF ALL PRODLICT6 INCLUDING NOUSEURAP, SEALANTS 4 SELF -ADHERING PLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MAMFACTURERS WRITTM SPECIFICATIONS WAN41tlTu. SCALANre MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE - CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORE NOTE, REPAIR SCHEME SHOWN SHALL 15E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION DELOW THE WINDOW OPENING -INTERIOR PERIMETER OF WINDOW WITH SEALANT 1. IT 16 THE CONTACTORS RE6PON61DILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS NCLUDIM SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. FLASHING, AT EXTERIOR WINDOWS AND DOOR OPENINGS SMALL BE INSTALLED N ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FBC RTOGA U N ACCORDANCE WITH FENESTRATION MAMFACTURER'6 INSTALLATION AND FLASHING NSTRUCTILNS. WAR iIW,, SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS SE A N C N IT C C T 8 GroupT�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 M .Sbdesigngroup.Dom AN #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 813-886-2802 BvsDIV de LOT SILVERADO LOT #20 BLK #16 PROJECT 03719.001-20161 MODEL• 6— GARAGE BAITING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH AV. B 1/8' TEXTURED /00 ` FINISH • WOOD, 1/2' TEXTURED ------------ -------------------- ------- +,---------- i zx6 SUB-BANb FINISH CMU 1�- W/I"x4' NOTCH o METAL LATH -----------_ -----" END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP WOOD SHEATHING OR CMU I I 1" DRIP EDGE 1\ } STUCCO WRAP (FRAME ONLY) I I \ _ WRB LAYER 02, FORTIFIBER BUILDING PAPER �/8' TEXTURED I \ ----- (FRAME ONLY) FINISH m WOOD I \\ 2X6 OU15 BAND 1 I I/8 1/2' TEXTURED I \ \ crl ROOFING CEMENT \ `r a' FINISH m CMU j \ \\� / \ / \\ DRIP EDGE ✓ METAL FASCIA WRAP Ya' FROM \\ © FLAN 5 METAL KICK OUT STUCCO, I' FROM \ a f WOOD WALL \ ` EXTERIOR WALL \ \\ (FRAME OR CMU) \\ a \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION `4 L —ROOF KICK OUT REMOVED \\ FOR CLARITY --ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 11/8" TEXTURED FINISH e / WOOD, 1/2' TEXTURED // FINISH O CMU 2x& SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS V-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH A END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL \\ 3 SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WlWx4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING LT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT B ROOF EDGE OMITTED FOR CLARITY A N C N I T L C T i nGrovEm 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeaigngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 8134W&2802 17'-2" 4'-6" 9'-8" 1.,., 5'4" 7'-10" 4'1" iO T "' SLAB ------------------- ----� TE-1 ----- ------ ----- ------ —4-- 1 I 3 1 FM-16X18 I 1 FM-16X18 �; I I 1 1 I ii 1 4" CONC. i 1 <q oa SLAB mlii w � I w1 1 1.1 m i� I I I I 4" PVC CHASE 3'-1" 9'-2" 3'-l" I !i I -31/2" i I LLL16. I �__ J (( I 13,_B„ -------—------— —— —— FM-16X16 L—TE-2 1 it 1.1 EXTEND I SLAB 1 112" 1 1 ii I a 1 I hL ii I -3 1/2 f f I J 2' 5" i 10 9" I F TE-2 ro1 I 1 72 i� li �I 1 1 4 ii i I 0'-0" FIN. ELEV. FIN. CQNC. SLABCON. SLAB I 1" PVC CHASE (( (� �•1 I FORD ELEC a I ISLAN 1 ii i I i I 1 ,., it it 34'-10" i 1 13'-2" I I X 1! Y I • I „ I 191-6" ti 2'-8" I 5'-6" --- ----J 1 1 --------------TE1--- r ----- 1/2" *:3 EXTEND I SLAB 1 1/2" N 1 I I Q I I I I • I 20'-4" 1 24,A„ TA„ I I I � I 2 I � I EXTEND „ SLAB 1 1/2" FM-16X18 o I 1 1/2" I„ ,2, LL I I 24"x24"02"GONG. I 5" 5'-5" 6" (X I • I FTG. I REBARS EA. WAY 1.1 1 I-i: z m : CS I ON CHAIRS MIN. 3" `O y ILL 1 COVER _ 1 a 24"x24"x12" CONC. rn I FTG. W/ (3) #5 REBARS 4 4 I 1 + I EA. WAY ON CHAIRS 5 1/2" FM_16 18--1.1 I L --- FM-16 ------ I MIN. 3" COVER J---------- - FM-i6X18 -- F E-1 8„ 5'-0" ro 8„ 4 4 3'-2" T-10" 6'-4" 1'_0„ 4,_4„ 1,_p„ ,_4.. ,.1 16,_0„ ,.i ,_4„ 4„ 8,_0„ ,_4„ 6'-4" 181_81. 48'-0" ,,,,-4" CONC. SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWSE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, EIINDICATES #6 BAR,RINDICATES #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 i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 W1.4xWIA OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FMA&18 16, CONTINUOUS 16' - (2)#5's FMC-16xl8 16" CONTINUOUS 18" - (2)#5's #5 IN CURB VARIES F-2424 24" 24' 12, (2)#5's (2)W. TE-1 8" SEE PLAN 8" - (1)#5's TE72 B" SEE PLAN 8" FOUNDATION PLAN SCALE: 1/4" = V-0" A R C N IT E C T• 6 �Sgn Group. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134H6-2628 kIII FAX: 813-886-2802 SU13MV. de LOT SILVERADO LOT #20 BLK #16 PROJECT 03719,001-20161 MODEL 23 8— GARAGE STI/ING: PAGE: FOUNDATION PLAN IL 15Y4VH E 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — Q a CELL SEE PLAN FOR SIZE AND Q IL CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS , �> - �r a' SPACING REQUIREMENTS aa w v t rr w �w m U w-�— W .FM W . FM N Z 8" CMU WALL O 8" CMU WALL I , p I CORNER BARS, SAME SIZE AS LARGER BAR I O ro ? IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB SEE SLAB SCHEDULE CHAMFER (1-STORY) .°°SEE "EXT. PORCH SLABFOOTING � a SLAB SCHEDULE.CONTINUOUS STEEL MONOLITHIC REINFORCEMENT SEE SCHEDULE W/ 1/2' ISOLATION VFOR CHAMFER(2STORY) W/1/2"ISOLATION°G'CHAMFER 4" CHAMFER (1-STORY)JOINT(WHERE ZE #4 24 SCHEDULE 30" JOINT (WHERE (2STORY)APPLICABLE) •' • EE SCHEDULE ' WxD, BAR SIZE APPLICABLE) Z_ A. FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR QUANTITY #6 36' AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" N c EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE'. 3/4"=T-0" SCALE: 3/4"=1'-0" CORNER BARS DETAIL @GARAGE SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w RECESS WALL W/ SYP w 4. I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ N O @+ > N NEW REINF. BAR SPACING. SINGLE BTM. PLATEF TO SEPT. PROVIDE DBL. TOP 1/2'k9" WEDGE ANCHOR W/2' W W = O a SECURED W/2-PART WASHER SET IN HIGH STRENGTH O 2" CAPPED a g I EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC N GALVANIZED PIPE Q 8", UNO SIMPSON SPH4 OR SPH6 MAX W/FLANGE @ BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE CURB FOR N !r SPECIFICATIONS FOR = m USE AND ANCHORS W/ 10d x COMMON NAILS FILL ALL MASONRY UNITS SET o F- PREPARATION OF HOLES, DO NOT USE tOd w 7 0+ AT ELEV: °J HOLE. x 3' � SEE SLAB SCHEDULE 0-0' SECURE FLANGE TO W Q SLAB W/(4) 1/4" X 2 1/4" TOP OF SLAB LTAPCONS RECESS AROUND GARAGE ° �� DOOR OPENING SCALE: 3/4"=1'-0' EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION SCALE: 3/4"=l'-0" (W/ UPLIFT ) 5 C V LAP TOP PLATE A MIN. OF 48" --------- SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT T 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. LAP TOP PLATE A MIN. OF 48" PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO AND NAIL W/ 16d COMMON SLAB V 0,1 MASONRY NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED NAIL 16" O/C STAGGERED. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND ADDITIONAL METAL SPACING REQUIREMENTS CONNECTORS NOT 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z REQUIRED WHEN NO UPLIFT IS PRESENT. WALL W/ SYP No 2 STUDS SEE g W PLANS FOR SPACING. SINGLE Q ^ SLAB SCHEDULE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL IL. W PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. U [SEE TOP OF SLAB ADDITIONAL METAL CONNECTORS NOT ° REQUIRED WHEN NO Q. —a UPLIFT IS PRESENT. O 8" CMU WALL ° --vp Z POURED LINTEL CONT. (TYP.) _ 8" CMU FILLED CELL (TYP.)SEE TOP OF SLAB ° SLAB SCHEDULE 2X WALL FRAMING +-0'-0' SEE SLAB SCHEDULE 1P2' DIA. SIMPSON ST62 BOLTS 5" IGROUTED EQ. EQ. SEE SCHEDULE TOPOF SLAB Z ZL MINIMUM EMBEDMENT INTO FOR WxD, BAR SIZE g ISOLATEDCOLUMN PAD CELL, 4" FROM ENDS AND AND BAR QUANTITY ��'. ° CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH8 16" O.C. VERTICALLY MAX INTERIOR CURB FOUNDATION WOOD WALL , FOUNDATION AND SLABscALE: 3/4'=r-a'(NO UPLIFT) SEE SCHEDULE -�d SEE SCHEDULE FOR WxD, BAR SIZE /FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY a' VARIER B' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: y C 11 SCALE: 3/4"=T-0" \ e. .. uI !U 9-CONT. in � z RECESS FOOTER Sj-,�_SHOWER SCALE: m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.eom AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:$13S86-2628 FAX: 813.886-2802 10'-8" 71 7, 9" 4'-10" 2' 10" 6'-8" 10'-6" 27'-4" 13'-2" 6'-2" "v io DOWEL PLAN SCALE: 1/4" = V-0" LI IF %AN vu ji LLQ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-078 w .abdesigngroup.wm AA 8: 0003325 DRAFTING BY.- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: $13-886-2628 lIkk FAX: 813-886-2802 mm 9UHDIV. & LOT SILVERADO LOT #20 BLK #16 PROJECT 03719.001 20161 MODEL: 8- GARAGE SWING: RIGHT PAGE: DOWEL PLAN %150 MPH . B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK - GROUTED BOND BEAM N° .I Q CLEAN OUT REQUIRED K FOR INSPECTION Q m ' 0'-0" FIN. FLR. .- TIE ERTICAL REBAR . ° TO HORIZONTAL -a_<- REBAR W/ 10" HOOK tea_ Z� M#74 HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" 6" Kg'MASONRY COLUMN W/ (2) #51S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE BLOCK AS SHOWN W/ #5 m fl mDOWEL ❑ IN FOUNDATION. � K-,-"\\DOUBLE FILLED CELL A Z tV OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 19' METHOD #4 24" HORIZONTAUVERTICAL #5 3d' REINFORCING #7 G SCALE: 3/4"=1'-0" #5 BARS m 8" ,. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS A R C B I T I C T! 6 Design Grou LUC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 x .abdmigngroup.eom AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 BUSDIV. dt IAT: SILVERADO LOT #20 BLK #16 PROJECT 03719.00 -20161 MODEL.• 23 — B GARAGE 87TIN0: RIGHT PAGE: DETAILS %150 MPH E4k. B JU Ym Dw T 7/09/21 SCALE: 1/4"=1'-O" SHEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 8 DESCRIPTION REMARK 0 (2) 2X12 GENERALNOTES 1.)CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 7th EDITION, 2020 BUILDING, SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 402/602A6) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.)CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3D00 PSI W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615/A615M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A6151A615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14, 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WMRE 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 2O00PS1. 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 F'M = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318-14 AND TMS 402-16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINTEL LENGTH AT V-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT. NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. 0 0 0liEll F16-iT/OMIOB AT/OM/OB 8F16-1T/0M/0B 8F16-1T/0M/0B 2 RE-STRESSB PRE -STRESSED I .1 .1 4 I I � I I � I I AH7T I I I I I I I I 8F16-1T/OM/1 B IME 0 L J r-------------------� I UNO. PROVIDE BBi 0 WHERE ROOF m TRUSSES BEAR, TOP OF WALL (9? 9-4: UNO o I I � I II II LL I I I I I I I --------- 0 om 0 LL r •o I I L J Q LL AH7AB 8RF14- /OM/OB REC SED AH7B 8F36-lT/OM/1B BF16-1 /OM/16 PRE -STRESSED CGE D I LIFT BEAM PLAN A R C N I T I C T 8 1 6 Gr uPE 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W ww.abdemigngmup.com AA #: 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: S13-886-2802 SILVERADO LOT #20 BLK #16 PROJECT 03719.00-20161 MODELa 2 68- awRAOE swsxa: PAGE: LIFT BEAM PLAN 15 H B NOTES TO THE INSPECTOR/CONTRACTOR TYR 61c8" m 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �c �O REINFORCING (1-2)4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 11� r\G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST \Y' TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6h16' �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH OJ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 11� COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. o„ , / 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. VERTICAL REBAR W/ 10" HOOK S �\ ��O PO � f�TG 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BE EACH COURSE '\O G 8x8 BOND BEAM TOP OF • W/(1)#5 BAR .y�_ BONDBEAM 30" TYPICAL �OQ�GN\\, F = FILLED W/ GROUT I .\Y\O U =UNFILLED GROUT SOLID FROM TOP .p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH OF IN BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM CO E BEAM COURSE SEE NOTE 5 16-1 T/1 8x8 PRE LAST CONCRETE 6S FED NOMINAL�� LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY Q�y�L HEIGHT # OF #5'S, TOP OPENING-2' CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n BEAM DESIGNATION THAT XFXX -1T/i M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE L SCALE: 3/4"=V-0" REINFORCING OF BOND BEAM AN O XFXX- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/o STEEL (Lt) REFER THIS SCALE: 3/4"=1'-0" IT IS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/DM/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 .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") &' FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT AS SHOWN .a 3 2x6 (MIN 2 X 3) 2J/16 TAPCON PRE -CAST 4 1ta„ OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL 5 MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" O EMBEDMENT 0 2x8 (MIN 2X3)2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") e" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2-12tl PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4: ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE1 1/2"=1' -0" 5 SCALE 34"=1'-0" 08 SCALE: 3/4"=1'-0' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF EF FILLED CELL BOND. BEAM 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), 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: 3l4"=1'-0' G SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1' 0" A It N I T! C T t 6 GIFouOLL . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.mm AA #: 0003325 go DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813586.2802 SUHDIV. & LOT SILVERADO LOT #20 BLK #16 PROJECT 03719.00 -20161 MODET- 2368- GARAGE aWINd: RIGHT PAGE: DETAILS 150 MPH B 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" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO ASTEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. III'' �I'�I IIIII�IIIIliil 11. . 1 •' !07 . �A0 .1. HT AHT 11 /�/���/��� - .1. HT 1� ��/ ��4/ • .. 11. - HT 11 11. AH 1"M _ - -- .1. 11, • n 11, — C7 — — — 00 v AN INN INN KANN 1_- ?FU7 -._IeIIn, l• .IBI= �1"IML-Am [041pripm, I �ieiini� IVr Ur 7 A KNEEWALL@ •1 .1 12'-8" FRAMING PLAN SCALE: 1/4" = V-0" A N 6 H I T 1 6 T 18 Group-= 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abditigngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134386-2802 9v33DIv. ae LOT: SILVERADO LOT #20 BLK #16 PROJECT 03719, 001-20161 MODEL.• GARAGE SWING: RIGHT PAGE: FRAMING PLAN 150 MPH E B PRIN DATET 7 09 21 OCALE: SHEET S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x i }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 *'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 J' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 1 Z. O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6% 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SSS-GaIR-D—ERCONNECTOR(S)PICAL TRUSS/ SCALE CAL :3l4'=1'-0' BERGS BACKER BLOCK TrBCK?M 4500 3/4" WOOD PANELS 6000 (2) 1/7' WOOD PANELS 60 (2) 1YY' WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 518" GYPSUM BOARD OR 1/7HIGH STRENGTH CLG. BOARD SECURE (JOIST TO TOP PLATE W (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, PROVIDE DBL TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD. SEE SHEET SlAA FOR NAIL SIZE AND PATTERN (,__�I-JOIST CONNECTION @ L.B.W. '+ !_E:3/4"=l'-a' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D -HOLE EDGE >5/8" -HOLE DIAMETER < 2/5'D SGL STUD HOLE EDGE >5/8" HOLE DIAMETER < 3/5•D DBL STUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRU @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9) 1Od x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNJAUJFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED W/10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS �' x 2 }'TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SDS j" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) J" x BTITEN HO TO CMU AND (18) SOS }'x 3" GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF `� `B "' GIRDER CONNECTOR(S) SCALE:3/4"=1'-0' LSTA1220 GAUGE W/ 10dxin HOG COMMON NAILS. @ EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB D POST CONNECTIONS C59� SCALE:3/4"=l'-0' Sam BA01®2BLOCK THICIMES3 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 80 (2) 1/2" WOOD PANELS 90 2x LUMBER NOTE: A- WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS WI (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0' # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 l/C TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4) 114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) 2R 10'.0" MAX (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12" @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-O" O.C. (AT SHEATHING 0'4" TO 30'-0" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1 n' DIA. (2) 'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32" OC DIAGONAL MAX CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 CING, SEE P.T. PLATE W/ 12d's 8" V FOR LOCATION STIFFBACK (AS PER O.C. MAX NOT BE UIRED TRUSS ENG) CONT, 2x4 SECURED W/ (2) 10d's @EACH TRUSS TO BE INSTALLED @ CHORD OF 10'-0' O.C. MAX. ID ROOF TRUSSESLl lx4 BTM. CHORD BRACING 6'-0" O/C —END WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD A /+ INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE 3/4"=1'-0" SEDGE CENTRAL SPACING SPACING SEE SEE M. CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 1YZ' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. - Z 2. END OF FRONT AND REAR LEDGER SHOULD °D g LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS = Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °o CLOSER THAN 6" O/C. 5, IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (2) _ PTA DIA. x 3" MASONRY SCREWS MAYBE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE 6EDGESPACINO CEMRALSPACING A DOUBLE 2x8 112" 9' O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2xl0 1n" W O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C E DOUBLE 2x10 3/4" 6' O/C 16" O/C F DOUBLE 2X12 3/4" 6' O/C 12" O/C s WOOD LEDGER DETAIL SCALE: 3/4"=V-0" SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3/4"=l'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. D!��AUE:TE MATERIALS 3/4"=l'-0' ULr_ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.wm AA #: 0003325 LDRAFTING BY: TAMPA, DESIGN GROUP AFTING INC. UMONT CENTER BLVD. SUITE 1004 FLORIDA 33634 : 81336-2628 : 813.886-2802 eUSDIV. ee RAT SILVERADO LOT #20 BLK #16 PROJECT 03719.061 20161 MODEL.• 68- B GARAGE SAYING: PAGE: DETAILS %150 MPH E . B 2x4 STRONGBACK SECURED TO - EACH TRUSS W/ (3) 16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY'10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION J BLOCKING SECURED TO WALL W/ (6) 3/16' ° x 4 TAPCONS SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING FLOOR TRUSS OR GIRDER TRUSS SIMPSON H6 W/ (8)8d COMMnN Nan s EACH END PLATE STRAPS W/ 10d x 1 1/2" HDG NAILS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN 1X2 FIRE -STOP 2x4 STRONGBACK, WALL / FLOOR FRAMING, FLOOR BRACING 2 TRUSS PARALLEL TO WALL SCALE. 3l4"=1'-0, SCALE: 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d C 3" O.C. 1ST PLY FLOOR DECK INTO LEDGER AND 10d C 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: STAGGERED UPPER PLY INTO 2x6 x 2" LONG C 3" O.C., NI BELOW STAGGERED OFF TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING CENTERLINE OFF 2x6; NAILS @ EA. END MUST NOT BREAK WITHIN 3/4" AS SHOWN nl 2x4 BRACE C 48" O.C. W (5) 12d 1'4" MIN. FROM 2ND. FLR. LINE DBL 2X8 LEDGER IN NAILS @ EA. END 8" CMU WALL ENDW/O.MW SND 8EMBEDKING TO CMU Wl 1/2'EXP BOLT . 8d RING SHANK NAILS @ 4" INTO BLOO.0MAX . t6d NAILS @ 8" O.C. MAX C REINF PER PLAN 2x4 P.T. CEILING NAILER W/ MASONRY NAILS @ 12' O.C. FLOG NAILING PA PATTERER N PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) REPAIR DETAIL IF EQU LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2x6 PT. PLATE TO BLK- W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. SIMPSON HETA-16 @ 3/T MAX. SECTION DETAIL (VERIFY Y W/ TRUSS PLAN) AT PARALLEL / PERPENDICULAR 6 PRE-ENG FLOOR TRUSSES SCALE: 3/4"=V-0" PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSSPLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL O SCALE: 3/4"=1'-0" STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A -SIMPSON MTS12 U < 990 LBS W/ (14)10d GALV. NAILS. B-(2)SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3" NI #8 WOOD SCREWS �M x 2" LONG @ 3" O-C.; �IIIIII, STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 JU EA TRUSS kal4" NAILING PATTERN FLOOR TRUSSES (SEE 'DBL 2X_LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3W=1'4" U , i # 2x STUDS PER PLANS 2x4 CONT. W/ (4) 16d NAILS C TOP OF FLR TRUSS (TOP 2X4 SUPPORTS ST. PLATE OF 2ND FLR) FLOOR DECK 2x6 CONT. W/ (8) 16d NAILS @ ST. OF FLOOR TRUSS (BT. 2X6 IS FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 @ EVERY TRUSS (VERIFY W/TRUSS PLAN) PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ 12"ff WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH EPDXY 5-112" EMBED. MIN. C 16" OC MAX. TRUSS CONNECTION @ L.B.W. S9(9bS.ALE.-"=l-" KVVh IKVJJ 4x4/4x6 SYP NO, 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 -0 :0�: TRUSS/WOOD POST CONNECTIONS 10a 10b 10C SCALE 3/4,=TZ' TRUSS TO POST CONNECTION A- SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 1Dd GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4N3"SDS, (1) 5/6"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" BIDS TO POST POST TO SLAB CONNECTION A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7 EMBEDMENT TO SLAB 8 (26)16d x 2-IrZ' NAILS TO POST. A N C N I T I C T EU "I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd'migngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813886-2802 BvaDIV. do L.OT SILVERADO LOT #20 BLK #16 PROJECT 03719.OUI 20161 MODELA 2368— GARAGE STING: RIGHT PAGE: DETAILS %J50 MPH JV. B ol PRE -ENG3 TRUSS (STRAP -44 PER FRAMING NOTES) (2) 2XI2 NOR W/FLITGN PLATE. ATTACHED W/l2) MSTA-24 • EA. SIDE 2X KNEEWALL TO BRG. HT. SECURE TO Cm W/ 1/2'X9' ANCHOR BOLTS W/ 2' WASHERS PRE-ENG TRUSS (STRAP SET IN HIGH STRENGTH EPDXY PER FRAMING NOTES) • 24' O.G. (1' MIN. MTL. DRIP EDGE EMBEDMENT)-TYP. 2x SUB -BAND 12'-B' BRG. HGT. (2) 2XI2 HDR VINYL/ ALUMINUM D5L STUD W/(2) SP4 SOFFIT (TOP 4 BOTJ DBL STUDS AT DOUBLE TOP PLATE CORNERS AND AT 2XI2 DBL STUD WK2) SP4 HEADER SINGLE STUDS (TOP 4 BOTTOM) ALONG SIDE S'-4' BR's. HGT. &'-&' TOP OF ARCH l'-8' SPRING 0! INE OF ARCH 1/I6 O.S.B. SHEATHING OR }' COX PLYWOOD. ip Z 551 STUCCO ATTACHED PER NAILING- BAND SCHEDULE LL SECTION —ELEVATION B CAENTRY SCALE. 1/2'• I'-C' ARGNITICII 6 GDes�n rou LLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813-886.2802 om SUHDIV. do L/OT SILVERADO LOT #20 BLK #16 PROJECT 03719.001-20161 MODEL' GARAGE OWING: RIGHT PAGE: ENTRY DETAILS %150 MPH W. B YIilNT 7/09/21 DATE: 8IIEZT S3.1C FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32' STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32' STRUCTURAL SHEATHING EXP 1 (32/16) .(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 DIA. TENSILE STR. SHANK I ASTM 8d RING SHANK, 23/9' 0.113 170,0 0 R (1RINGS F1667 SCREW SHANK PER INCH6-20 ) RSRS-01 8d RING SHANK, PNEUMATIC 23/9' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" COX OR 7/16" 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 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2D, 2, 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r Bd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sd RING SHANK GUN NAILS @ 4" O.C. .- TOP & BOTTOM EDGES . li .......... TYP. EXT. SHEATHING ATTACHMENT Z H 9° m U BUILDING LENGTH U T ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16'0.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 Bd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF S N w w#82'DECK SCREWS @6"-8"O.C. MAX@ EDGES & 12O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF O O SUB -FLOOR SHEATHING I. I YP. 3/4" 1 &G SU -FLOOR DECKING GLUED TO ALL B L EXPOSED MEMBERS GA— Ern HPRGGF ROOF WIND DESIGN PRESSURES NET CGRCssI gsceT- ZOnEf=-ns 1ONE3e=30.7 - ZWEY=55.6 ZCI.Eh=-3B.T ­ATEaiYJRY6:ie RISK G1TgGGR1': II FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION TYPE SPAgNG REMARKS APPI.IGATION SIZE TYPE LINGI REMARKS 1x2PTFURRINGTO CASE HARDENED COIL GARAGE DOOR BWN 1/p"qA TAPCONMABONRY I2"EMBEO., d"END DBT., MAbO IGONG. NAL1—LON., BQC TO MASONRY,'WNC. NO WASHER FABTENER 80� 1t EDGEDIST. ae'IgA OR I J EMBEp. p•ENo qsT, 9G0 AL Exi. 00OR9 CARE W1112 NCOIL OIC WINDOW/DDIXL FgSTENEO GARAGE DOOR &1CK f a' OIC 31g' qA tr PT BEE NOTES NAL 11?'LONG. TAGGERED INTO—— TO MABONRYro]r1C. w/W�A9ZER EKPAN810N BOLT 2p"OIC (I/Y DIA) 3'EDOE qBT. wINDDw BDOK cgsE HARDENEE-L WNOWbooCR —TENEO METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING PT. BEE No. NAL 1 STLZED INTOMABONRrxxxlG REQUIREMENTS E%T. SNiNG D00R 11 Y1PDIA 'iAPCIX! 11lY EMBED, 8'EI•G NONdFARINO WOOD fYl" ExPAagON 2p OC A"EMBED. I'ENO BUG(h PT, 9EE NOTE6 WASHER IT 11T., t t? EDGE 11T. ASHER BOLT qST., J' EDGE qST. PhOSTEEL BUM O.t38"PAFx21/a' 9'O:C p"EN. .. T.,I O STEEL Oh.. SEE WI WASHER AGGERED EDGE qST. 1fr NOTE6 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WADE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE, GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER AR NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. 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 R BARRIER PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 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 DRAWINGS. SEAMS LAPPED B INCHESAND SEALED ADHESIVEME TAPE. 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 PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWNGS 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 FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WAORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL, DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR'. LIVE LOAD 40 psf 20 psf TOP CHORD-nonconwirent 10 psf BTM CHORD ­conwrrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 pet III/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 sf BTM CHORD P P DEAD LOAD TO RESIST WIND UPLIFT: 10P sf BALCONY LIVE LOAD 60 pSf STAIRS LIVE LOAD 40 paf 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 NND: DEAD LOAD SPEED 121) MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 7-16 (FBC ATTIC EXPOSURE B, RISK CATEGORY II) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVELOADS:UNINHABITABLEATTIC NDATTISTORAGE: tVIAT UNINHABITABLEATTICNTHLIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED NTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IWFILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM NTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS NLL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH 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 MANUFACTURED IN CONFORMANCE WTH 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 ALL SHOP DRAWINGS SHALL BE REVIEWED WILL THE CONTRACTORS PRIOR . S SUBMITTAL TO THE ARCHITECT. RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING VIAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL A RETURNED UNCHECKED. SHOP DRAW NGS IN THE FORM PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS IT STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION WRITING BY THE ARCHITECT. TO CONSOLIDATE GROUT. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A10641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE NTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. NRE MESH FOR SLABS SHALL BE SUPPORTED NTH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615AB15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED N ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALLACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" 4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A 7FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONSI: B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2' FOR #5AND SMALLER 2" FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1 -12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT NTH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE NTH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRANNGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M GRADE A AND SHALL BE HOT -DIPPED 0 PED GALVANIZED, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER NLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88'. 1990, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WA A THE TOP N T WALL T E AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE E HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRANNGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. A R C N I T E C T II 6 GDesign 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdIgngroup.com %AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 BTJHDIV. & LOT SILVERADO LOT #20 BLK #16 PROJECT 03719.091 20161 MODEL.• 2 68- B GARAGE FITTING: RTGHT PAGE: DETAILS 150 MPH FA. B © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED C THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIAL_N_lJ-CW ," MAX. DETAIL A FASCIA Q STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) MF DETAIL D J-CHANNEL FASCIA BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI FASCIA WOOD BY OTHER BOARD BY OTHERS 7O STAPLESINSTALLED EMg THRU SOFFIT AND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL HEM AND IN VALLEYS FIT 10 STAPLES INSTALLED @ OFFIT 1O 12" O.C. MAX (INTO 7OWOOD) IN J-CHANNEL CHANNEL( DETAIL B ELG SLOT MAX J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN 10 10d NAIL AT EACH STAPLES INSTALLED t�7 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8XT WOOD SCREW OR TAPPING SCREW, OO STAPLESINSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS 7D STAPLESINSTALLED, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT--' Q J-CHANNEL— i„ IIFTAII F J-L;HANNtL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'—.w 1•--SPAN 14-� IT O 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION 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" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) `EAVE WIDTH `EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 1. 30 J-CHANNEL— f, P1F:TAII (_ J-L:HANNtL BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 07 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. >tti�tl�l�! still 3.519 __ �tt>>l i�jppiii;i' 375 .375 i>rI>i! _' .4 3.625 3.625-3.66 5 i08 .03 12 +� sA I DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 It %ml%pujj 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813$88-2802 BVHDIV. de LOT74 SILVERADO LOT #20 BLK #16 PROJECT 03719.00 —20161 MODET_ 6 —B GARAGE OWING: RIGHT PAGE: SOFFIT DETAILS 150 MPH E B P. w