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Home My WebLink About7018 Steer Blade Dr99 2795-CAMDEN 99 i 11 , HOR11ON d NP �N� GES Q 12602 TELECOM C )RIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .lux= Huonn CDDE, no=nAU sm ®EOM (m) •API, LO L AND SiATS COM Ala -OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE — VB MIN. INTERIOR FINISH - CLASS B BASIC WIND SPEED - Vult=150 MPH Vssd=116 MPH '�S� _ B • 1-STORY RESIDENCE MAX.-2-STORY RESIDENCE - HEIGHT AS PER IDCAL AND SPATE CODES ABV. A/C ALT. ALT. AMP. BD. CL CAB. CLG. Cix CONc. CPT. C.T. D. DEL. D.G. DIA. DIM. DISP. DP. DR DTL. D.W. EA' ELEV. EQ. EXH EXT. F.G✓FX. F.G. FIN. FIR FLUOR. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET ceRAMlc TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT LAV. LUM. M.C, MIN MIN M.T. MTD. ML. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR P.T. A RAD. R.A.G. REF. R.O. S.C. S.D. S.H. SET. SHTHG. SHWR, SUM. SL. SL GL. STD. SWS LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MET METAL MOUNTED MOUNTED METAL TF.R ON CTO ENTER PROPERTYLME PROPERTY PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS AERGRILL "PRIG REFRIGERATOR ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL DATE DESCRIPTION CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION OI,RB/M ADDED 150-C ENGINEERINCs PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2F-FRONT AND REAR ELEVATIONS "F" PG A3F-LEFT AND RIGHT ELEVATIONS "F" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG M1-MECHANICAL PLAN PG Dl—DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAi-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL, ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 0T/25/19 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 01R5/19 FIXED DIMEN810N8 FOR STUDY AND DINING ROOM 1�/S REVISE 6GFT GALG6 IV/µ/% UPDATED LED L*WT$ PER DR HORTON 10/30/19 UPDATED LED DETAIL DUDBLES PER DR HORTC>rl II/0"S ADDED FOUNDATION ON GARAGE BEARING WALL 6114510 UPDATED 8IMP6ON CONNECTOR$ I.L.O. U6P ¢QEB/� ADDED I60-D ENGINEERING • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, 11C. 1441 NORTH RONAID REAGAN BLVD. REryOvW $TONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS SQ.FT. CALC.�S 3/9/i0 ADDED FRONT ELEVATION F' PER DRHORTON 19T FLOOR LIVING 2"6 6a FT. G4RAC# 615 6a FT. ENTRY b5 6a FT. COVERED LANAI Iw 90. FT. TOTAL 3,113 6a FT. FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 A FTG GA. GAR. DISP. OFT GL. FI�A FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS TEMP. To T.O.C. T.O.P. T.O.S. TYP. SECTION EPENLONGWOOD, THICK TOP OF CURB TOP OF PLATE TOPOFSLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HD- HEADER W WASHER HOT. UL, HT INSULATION WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABLII7'Y FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR Wow. WIN W.I. WINDOW WATERHFATER WROUGHT IRON PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A-DETAILS PG S3-FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUH.D THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.IA-DETAILS PG S3.1B-DETAILS PG SNl-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-7744078 www.8bdesigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486.2628 IhN FAX: 8134862602 StMDM es LOT: SILVERADO LOT #2 BLK #13 PIRI.OJfECT# 03719.000-02131 MODMIA 2795-F GARAGE 8WING: LEFT PAGE: COVER SHEET 150 MPH EXP. B Ppn4T 8/11/20 DATE aCJ►LE: 1/4"=1'-0" s*new C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY $O THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5, THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3I8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2040NUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 3rINCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF S- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBNO 11. 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 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 TABLE R301.2(2) AS MODIFIED BY TABLE R3012(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FISSNES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, ?4' 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, i!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 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTMO-1063-11A & 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 -15A 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 W" 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 1/7 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS 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. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 327W PH: 407-774.6078 FAX: 407-7744078 www.abdosigrkgroup.com L AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 YAMPA, FLORIDA 33634 PH: 8134186.2628 FAX: 813.888.2802 81111111113 BUDDIV NNc IQT SILVERADO LOT #2 BLK #13 PRojzcT# 03719.000-02131 MODEIs 2795-F 0ARAGZ SWING: LEFT PALM GENERAL NOTES 150 MPH EXP. B ND A AR N DARU" 8/11/20 SCALM- 1/4"=1'-O" B*Er. a" 1111. GN If�1 °il11EE11E,° ° ° UNINIII'aI MINION a - � SI J' JI - i 1 J O O - - oI1N�IlN11°II°�"y`-'-` - - °'I°IIIINNNNNNIio -D G o - ------------------- Ell - GMT 00 'Los ROOM -2 kmVA i - m - IIGLASS � DOOR BEDROOM 1I I - - - E !1 - - - II !I o ;1' - Io i m °IlN - - 0 - II' - 0 o - El JII°l� �°liio 1 - - !(• 0l!°9° °lal'o �l!Rodl� -- -- °,I�ONNNN�i° °IINNNNI'o .a (IN♦fI�IQ]��I II FLOOR PLAN NOTES 11 - ALL OIFENDIONS ARE Film FACE OF T %DLOOIC WALL (OR EDGE OF FLOOR GLAD) TO PACE OF WALL 61W UNO. - ALL MrlRIOR W4LL6 ARE 31p UNO. - DRYER VENTED TFIWJOW Rom (VTR), NOT SCREENED. - AN C.QTIE6SOR SET ON 44*~ POJ ED CON- PAD. PAD EEG116 6' FROM EDGE OF STR)CT RK. - SEE OHM GN FOR GENERAL AND 6TM4ARD MU LOMG NOTES. . ALL NMITABLE RO" TO WAYS ARC FAULT CIRCUIT INTEmarnm - ALL RILL HEIGHT DLOCK WALLS BETIIEEN FII-LED CELLe WITNOUT OPENINGS ARE OIEAR WALLS. FLOOR PLAN SCALE, 1/4' • I'-0' IININNNNNNNNI .-.-.-.-.-r wus! f/7F1�/J7if/3! SQ.FT. CALL. S IST FLOOR LIVING 21836 SO. FT. G)VFAGE 619 SO. FT. E+1RY bs 9G. Fr. COVERED LANAI 193 Sa FT. TOTAL 3,113 SQ F1. �E71PWAI 8 >�DOIDLa OFB" 80IM1E MENDM4INFDMO mwm AICTff FOOTAGE MIN. WINDOW I® 5 249/-32.6 CRITERIA EXTERIOR SWING Is 5 23.4/-30.1 DR. MK CRITERIA SCsD. MIN. 41 5 22.1/-41ID CRITERIA *010 O.W.D. NY 5 20b/44.9 BASIC WIND SPEED MPH - 160 (VuIL) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP PLANVARIE9 MATERIAL TO GADMETS. ESRACKET 4 INSTALLER SHALL ESLOCKING i INSTALL FLAT ELECTRICAL BOX KITCFE4 BAR REINFORCING 14 BRACKETS As AT ENDS OF PARTITION ARIE 53NECESSARY. WALL CAD ET 2'X6'X35-1/4' m LOW WALL i 2'X6' STUDS . *1 O.C. DRYWALL A S TYPTCABINET SECTION j v VARIES Li0 OPENING DTL. B SCALE. V2 . I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA 6: 0003325 DRAFTNG BY. A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813486-2802 SVHDm a LOT SILVERADO LOT #2 BLK #13 pitoamT# 03719.000-02131 MODMIa 2795— F GARAGIM TfWQ- LEFT PALM FLOOR PLAN 150 MPH EXP. B V-4' BFWs. I- FoA1 VI 0'-0' FIN, F 0'-e'GOU517F V-4' BRG. HGT.o, 0'-0' FIN. FLR 0'-8' DE _ FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FDCR R103A STONE VENM TO BE MSTALLED PER SPEOFICATk" REAR ELEVATION TEXTURED FINISH Zri I' BFL's. HGT. 0' FIN. FLR 5 GRA—oF7MIN.) 9'-4' 51RG. HGT EA OF ATTIC = 3972 SQ. FT. T FREEVENTILATION AREA REQUIRED = 1/300 WIRED VENTILATION AREA = 3972 /300 = 13.24 NTILATION AREA X SQ, INCHES PER FT. (144) = 006.56 SQ. IN. N. REQUIRED VENTILATION = .5X 1906.56 UPPER PORTION OF ATTIC 953.28 SO, IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 953.28 /115 TOTAL#OF VENTS REQUIRED = 8.28939 TOTAL# OF VENTS PROVIDED - 9 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) — — — — — — — — — — — — — — — — — — — — — — — — — — — SIMF'80N STRAP I I PER DRAWING I I (FRAME OUT I I PRE-ENGINEERED I TRUSS I 9 I I I I I I I I I I I I I I I I I I 2X8 P.T. DM FLITCH PLATE A3F CORDEL E DETAIL POST OUT 4X4 I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4' BRG. HGT. 'v (2 SE D/ ACOLUMN DTL. SCALES I/J' • I'-0' ---------------- �t C0RWL 4 TRIM FOAM I C WROEL C ( � r 2' ROUND I TRIM (VERIFY IN FIELD) jSIDE VIEW FRONT VIEW I � I \ N / \ i B CORBEL DTL. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819$88-2828 Ikk FAX: 819.888.2802 go aVHaIV. ae LAT: SILVERADO LOT #2 BLK. #13 PROJE.CT/I 03719.000-02131 moD1EL' 2795-F CAPLAOE 8WWG: LEFT PAGIV.. FRONT & REAR ELEVATIONS .F" 150 MPH EXP. B PRINT DATE: 6/11/20 aCALE: 1/4"=1'-0" aHEET A2F 9'-4' 5FQG. FIN. V-4' BRG. HGT. 512 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT H'El ----------------------- -------------------- LEFT ELEVATION TEXTURED FMI6H 6UM VENEER TO DE METALLED F'ER MANFACTI� 641mmills" I" OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT FO-1 I Ll 1:1 ::1 ------ ------------- 4 ---------------------------------- RIGHT ELEVATION TEXTURED FINISH 6TON2 VENEER TO EIE METALLED rER MA)NWAGIURKR% GPWM4CATI" 9'-4' BRG. HGT. 0'-0' FIN. FLR. 0'-8' G D(MIN.) oS'-4' BR_s. HGT. V 0. FIN. FLR 0'-8' GRADE MIN.) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdoeigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 IN FAX: 8112:2SO2 TSVHDIV. Ae LOT SILVERADO LOT #2 BLR #13 PROJECT 03719.00 —02131 MODEL 2795— F GARAGE 67RNG: LEFT PAGE: LEFT & RIGHT ELEVATIONS 7" t.150 MPH EXP. B ELECTRICAL LEGEND SYM. DESCRIPTION d� TANDARD SWITCH -WAY SWITCH -WAY SWITCH IMMER SWITCH HE BUTTON ISGONNECT T RMOSTAT 24GLE RECEPTACLE (125v/20-AMP E POLE) IOV DUPLEX RECEPTACLE WV DUPLEX RECEPTACLE(EQUIPPED ITN GROUND FAULT RIPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 4& XTEROR WATERPROORGIol CEPTACLE (GROUND FAULT TERUPTER) 10V QUADPLEX RECEPTACLE ® ICV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) MOUNTED LIGHT G MOUNTED LIGHT CLG. LIGHT ENT LIGHT #(LED D LIGHT SCONCE PRE -WIRE PAN WITH LIGHT (I CFM PER SQ, PT-) S LIGHT FIXTURE B LIGHT FIXTURE D LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN { ER CABINET LIGHT ® 'x4' PLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE 1IOUNT) 'x4' FLUORESCENT LIGHT (RECESSED) . x O CE88 LIGHT • CE88 LIGHT (VAPOR PROOF) ILWG MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL (FIELD VERIFY OCATION) I(D -BOX (WALL MOUNTED) m -BOX (CEILWG MOUNTED) (LING MOUNTED FAN B T FAN (I CFM PER SQ. FT.) 1/ JACK E DETECTOR (CEILING MOUNTED) IMES �TV ER JACK -'v__ PORT NOTES LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TOME VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO DE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISFIWASI-ER DISC40MECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN, CAPACITY OF 50 CFM NTERMITTENT PER TABLE M1501A OF FSCR ITN EDITION (2011). • LAUNDRY ROOM RECEPTACLE •HALL BE GROUND FAULT CIRCUIT-WTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRWG METHOD 644ALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300AW2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 'IS% OF LIGHTNING MUST BE ENERGY EFFICIENT TYPE PER FDL. ENERGY CONSERVATION (RESIDENTIAL ENEI13aY EFFICIENCY) 201'I. bUT EDITION R4104.1 j ----- OIINERS ------ SUITE I I I I I I \\ � PRE -WIRED I CLG FAN L---------- �Y —/ I F • ` wl • � r----------, MULTI—GEN I I BEDROOM I I I I Q I I I I . I I \ I PRE -WIRED \I CLG PAN I L---_ I I _1� D j MULTI-GEN fi I SUITE / W. 'I I CLG PCLG AN Fr � RAN I ------------ CAFE FIXTURE p /1 rk I _ 1 4'-4' L I, 4'-0' \ II 1 1 I 1 / I10 a -- 1 GFI • 4y4' w -I—_— APP. WIN, APP. IL / 1 1 PER SLOG. WALL MOUNTED J LIGHT W/SWTCH IN I \ CODE I ` ATTIC I \ \\ 3—CAR i SARAN I \\ 1 I ----------- J r- CLG. GPI OUTLET ICLG. GIN OUTLET / I FOR OPT.ORv METER GG"ARAOGE-DOOR �OPENER,,/ FIELD OPENER VERB IL GFI I P.6. FO IRRIGATION 1 / CHIMES OUTLET I ,/ COVERED LANAI PRE -WIRED CLG FAN Q 1 1 1 / �--�i /�T - — — — — — — — — — — — — — — — — �I I t j GREAT ROOM I \ I I \ I I \ I I � I I L I i I � PRE -WILD � CLG FAN I I �I I h I /L -------------------- ------------- -DINING ROOM II I I \ II IjI I I CLG WIC � 1 L--___-----_- 1 1 1 I 1 I b -�� BEDROOM 63 PRE -WIRED CLG FAN �IjVp I 1 \ ORE -WIRED \\ CLG FAN L BEDROOM ELECTRICAL PLAN SCALE: 1/4' a I'-0' WP Panel MAIN -A PANEL: 8/16 wp at. bmaka VOLTAGE: 1201240V-lPh MAIN: 150Arnp M.C.8 FEEDER:3-81 Cu THWN d 1- a8 Cu (G) in 1 10 C. OR 5.42r0 AL THWN 3 1- N6 Cu (G) In l IZ C. Yen r.r v wm am awn w.a am 8tr FeY w,n nz t ID ar«rr vlaTua +ma i z n2 2 m w.rl«F p ,mo a 4 6 e 48w c.u-t m x no e PANEL -A PANEL: 42 at Meeker VOLTAGE: 120/240V-lPb MAIN: 150 Amp M.L.O. FEEDER: 3-.1 Cu THWN 81- 06 Cu (G)in 1 UP C. OR 3-WM AL THWN d 1. 08 Cu (G) In 1 1!P C. wY. M1r W O.ml Wm Ckarl awil Wm M« aw 8r .12 , .12 1 m raaw«/,1am tln ,em a a nx , m rr Applaa. ,em e 4 406p r«lwrr m x no .12 1 .12 1ID Dn I4w m«AFa ,em a ,o Imo rant m 1 n2 nx 1 ID ark aD Mt lea ,2m 11 12 1- MmMaiFl m 1 nx n2 1 m F /,m/ AFa Imo Is 14 6om oN m 2 n6 r1a 1 ro onr Ram wA Ma Feo m 1. n ,s ,a6o .Mr oFl m 1 nz ro soaaoA om v m ,mo I1m OF, m I nz nx ID a«wsw/ernwAFa ,mo m ID m M ,xm 606 /mm"wan]a 6Fq .-WO m 1 nz na No om�errem AFa '6 6 ; et4 m m Imo Da. «ra m , nz PE c • m a1 az 1 I rn aroma a m , nx as « w x m A.0 A,41 e YVAreex WIN as w w « n ax L«ax «brr«IMxarawl«./a" ,rm xmo bamar Mar araurls"IIM ,m a or u n.: ABBREVIATIONS: AFn: ARC FALLlcaCtaTwreNavren Ne: NaNeora,oaNrLwo en: oaolxo FALLTINmWVT(R lar roe xlepr to am.«qnr a1m rwt lamovrn.r,ma ,omo mllar4014 team lrr 61C br 41w tni Mtlw LOAD CALCULATION 18 WRD ON WC NON4:OINCIDBIT LOAD TaYlGmt«LarwYr Da0N0 T.r1 /mown In.> Gananl LI Mn a Nw. tech Loan TYY AR t'um Fm 27a5 am.Y ux6R«]w/ .Ft. 8365 ,«Ira 1. 85W n 10096 65 Trr anwr aR«tWN tH5 I I I LED LIGHTING LED LIGHTING --- ` @ SINGLE LAV. @ SINGLE LAV. I MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I � I i I 1 � I I O� O7 1 ---J-------------- LED LIGHTING @ DOUBLE LAV. BEDROOM 112 AND 3 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. A.EL ICCTRICAL MATERIALS AND INSTALLATIONS SHALL COPIPLY MTN ELECTRICAL PROVIe1014S OF THE Br-M &tw EDITION riaNil LOCAL CODES. AND ALL LOCAL POUBR COMPANY PNICUREMENM EL ALL CONDUCTORS 84ALL BE TYPE THFPUTHW UNLESS NOTED OTHEPWM. PROVIDE 00 AMP, 00/240 VOLT, I PHASE SECONOARY- ELECTRICAL SERVICE. PROVIDE S •1 COPPER (CU) N 1-1642" DIA 6G4EW-E S0 PVT' C40OUIT OR PROVIDE S 2/0 ALUMINUM (AL) N 2" DIA SGlDULE N PVC CONDUIT UNLESS SERVICE IS F ROV 0M BY THE ELB== COI'TANY. COORDNATE MTN THE ELECTMC COMPANY PRIOR TO BID. LED LIGHTING @ DOUBLE LAV. OWNERS BATH PROVIDE »AP CIA THEW • 1% CU IN 2' 2' CONDUIT O3 a4/0 AL" THEW .PIS CU IN 2. CONDUR. (CONDUIT TO TERMINATE ABOVE eoPPIT • OVEI44ANISJ CQIBNATION SERVICE DISCONNECT SUMTCH AND M ELECTRIC METER N NEMA M ENCLOOLM TELEPHONE SERVICE namp"NNT INTERSYSTEM BONDM TEf*' NAL AT LOW VOLTAt3E CONNECTIONS 1,240 VOL I PHASE PANEL CABLE TELEVISION SEROM ENTRANCE S4Lw4lo 1T 1 A4 CU SERVICE (MOUND CONlCTED TO CONCRETE ENCASED FOOTER STEEL PER !ELECTRICAL PROVISIONS OF THIS PISIM&W EDITION (]0112 SN" OtA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 8136862802 [PROJMCT# LTHDIV. la LOTSILVERADO LOT #2 BLK 13 03719.000-02131 MODELa 2795- F GARAGE SMIIJo: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B WE DwAATE. 8/11/20 SCALE: 1/4"=1'—O" SHEET E1 KITCHEN SINK Uu YLUlVlJtJiIN U n10hn PLUMBING PLAN WAX, 1/4 . V-90' TO AN 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA 0: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813S88.2628 go FA%: 813586.2802 ev> GM ae LOT SILVERADO LOT #2 BLK. #13 PROJZCT# 03719.000-02131 MODEMA 2795- F GARAGE 811FIM0. LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B HVAC NOTES ■ 1. ALL MECHANICAL EQUIPMENT SHALL8,HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALT. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATINGG, ALL SEAMS SHALL BE SEALED WITH GLASS FAIS 4 MASTIC. AND INSTALLED AS PER POO 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL PLEX 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 SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH aei V. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO ISE RETURNED, TO EQUAL AIR EXHAUSTED. 3 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 POO 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF IIO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL N ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC SECURE STRAP TO CONG. CEILING EXTERIOR WALL W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP O O OR EQUAL PLENUM y AIR RETURN AIR SUPPLY y RUCTION AND LIQUID REFRIGERANT LINES 4.�� SECURE STRAP t0 UNIT W/ (2) fSXI V4' SHT. MTL. SCREWS AIR HANDLER y CONDENSER UNIT EXTERIOR WALL y 9/4' PVC CONDENSATE DRAIN LINE CONNECTION TO PAD EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB NOTE, MAIN COND. DRAIN 3/4' DIA. T REFRIGERANT LINES TO OVER HEAD • 12' FROM STRICTURE PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COINTERBU K Co. PLUG 6' BRA66 PLUG -�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ///--- WADE 8240-K JOSAM 56000 INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V.0 OPTVSPEC vFL00R SLAB CLEAN -OUT (T FIN. GRADE OR PAVING SEE SPEC. I'-8'XB' CONC. PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP. MECHANICAL PLAN SCALE. 1/4 . P-0' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2H28 FAX: 813888.2802 91111111113 sxnwm ae Lo; SILVERADO LOT #2 BLR #13 PROJECT# 03719.000-02131 MODEU 2795- F GARAGE 8111MG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B 2X4 TOP PLA7F PRE-FAB TRUSS 0' CI.Cs DOANW 1/2' DRYUUALL T-Ir SECURE ST. — MATE TO SLAB UV 10d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS G24' or_ SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE TLJdN 2d' nr- TYP. INT. WALL NON—BRG. D� SCALE. 3/4'•1'-C' FIBERGLASS SHINGLES OVER W FELT PAPER OR 6YNT14ETIC PRODUCT, INSTALLED PER SECTION R505J.1 ON J' 0,6J5. SHEATHING OR }' CDX PLYWOOD 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 '5/6' GYPSUM Bf OR 1/2, HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS �PIPE THROUGH BOND BEAM D1 SCALE:3/4'•I'-O' SEE ENERGY CODE FORMS ELEVATION �` I — INSULATION WIND 'LJ-V'V Imo_ WINDOW ATTACHMENT �AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. V CMU 1/2' GYP. WL. BD. WOOD BASE 0'-0' FIN. FLR. L a ,a n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90S.0 ON I}' 0.61L SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0, FM. PLR a B TYP. WALL SECTION NO OPENING NOTE: PER SECTION WS.1.1 - FOR ROOF SLOPES 212 TO LESS THAN 412, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'"r-m' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6'15'1 wo as VAR w av w'GYP. v-a0. Gaon a,wt . i�A GAS LINE THRU BLOCK r.,Wr vr.r� FIBERGLAS6 SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}' O.S$. SHEATHING. OR }' CDX PLYWOOD 6ECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FK FLR 0' TWM 2 CDAT - FCRRAIO Camw KL mnvt 4FFLa1D Dummy To MAGO W 1402 aa. r3-� GARAGE DOOR JAMBS D1 SCALE: I I/2'•I'-0' ,-2X4 SPF 24' OG. MAX. SECURE W/ (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STPFBACK AT ALL UPRIG#4 PER STRUCTURAL DETAILS PRE-ENG U1D. TRUSS — CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION IF \ 5/6' GYPSUM BOARD OR IA' HIGH STRENGTH CLG. BOARD a a n W/ WINDOW OPENING R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O,C. O' GYP. WL. 190- WOOD BASE — AL wm woo FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON l' O.SD. SHEATHING OR }' COX PLYWOOD SECURED PER ' FASTENER SCHEDULE • MTL. DRIP EDGE 2 2x FASCIA PER ELEVATIONS VENTED SOFFIT C\PRE-ENG. .GABLE TRUSS `—UEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY — 0'-0' FIN. FLR a BALL SECTION OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-C' UA41 N. RONALD REAGAN BLVD. ORLANDO, 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: 8138B8.2828 FAX: 813888.2802 00 BUBDIV. Se LOT0-1 SILVERADO LOT #2 BLK #13 PROJECT# 03719.000-021 1 MODW-- 2795— F GARAGE SWING: LEFT PAGE: DETAILS 150 MPH W. B D = 8/11/20 SCALE: 1/4"=1'-O" eklz T D1 M2M 2X6 P.T. • CENTER OF POOR HEADER SECURED UV (U V2• X 8' J-EOLT UV W MN EMBEDMENT UV 2' X 2' X VO' WASHER 4 NUT OR UV (2) IR' X V ANCHOR OOLTO UV 2' X 2' X VV UUASHER 4 NUT SECURE 2X4 ON RELK TO E Is UV MASONRY NAILS. fimm 7X6 GARAGE DOORR OUCC SECURED uv (S) N' X V J-EOLT OR ANCHOR (E EOLTS, UV 4' MN EMEEDMENT, UV 2' X 2' X VS' WASHER 4 NUT. (U WTHM 8. OF TOP, (I) WTHIN 8' Q• THE ETM, (3) EVENLY SPACE. ® 10 m M9 NOTES. ALL ANCHORS SHALL ISE M ACCORDANCE TO MANFACTORERS WATALLA71CM INSTRUCTIONS WIRE ALbrU M9TWlGTIeW A ARE He� ATMtAWNT GARAGE DOOR 1 BUCK ATTACHMENT UIP.dL6 •- 8' CMU V DRYWALL 1'X4' OR I'XV P.T. NAILER a IX4 P.T. OR 9'4*X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .143 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 IIWDOW TO BLACK +3 4 OR +5 4 A SCALE, N.T.S. 2X4,m SECURE TO BLOCK W/ Vo' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 18' O,G. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-W6' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I )4') WITHIN 8' OF EACH END 4 8' CM 0' Or- MAX SPACING. )S• DRYWALL 2X8,Imo ❑ I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK W12-11(r' TAPO" (MIN. SHANK SIZE .145 7CD)f0;0TR MIN. HEAD SIZE 300 JAMS OR WINDOW MIN. EMBEDMENT I Y4) H TO2X PER WITHIN B' OF EACH END 4 MANUFACTURES DETAILS. 18' 0r- MAX SPACIN*. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO HLOCK -L - 2' n WHtDOW TO BLACK +1 U E: KT . 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHAWL SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' Or -MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK W/2-W&' NON-STRUCTURAL V.- TAPCONS TAPCON MIN. 1 Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMMIN. EMBEDMENT 1 V)• WIDRYWALL THIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 'X4' OR DO' P.T. NAILER 2XB,nm SECURE TO 15LWA W/2-V O.S.B. X 4' MIN. TAPO" (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 )4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1- 1-1 115/1Q' wINDOw K +B 'QC,/SCALE, N.T.S. 2X4.= SECIJRE BLOCK W/ Il{4' �STO (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X MB' O.C. MAX SPACING, MUST BE ON OUTSIDE 4 2X64:m SECURED THROUGH SECURE TO BLOCK W/R-%- NON-STRUCTURAL TAPCONS TAPCON MIN. I -A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) B, cm WITHIN 8' OF EACH END 4 )1' DRYWALL 18' Or -MAX 8PACMJG. ❑ I-X4' OR I'X2- P.T. NAILER SECURE SECURE TO BLOCK WR-3(4' CABIN* TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EM1 EPMENT I V) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +2 1/4" D TRwt�DOW TO BLOCK +2 1/4" ��C4L€ KT . 2X4= SEA�STO BLOCK W/' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN B' OF EACH END NOTE: STRLICTUIRA,L 2X MS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH BLOCK Wn_V.•NON-STRUCTURAL SECURETAPCONS TAPCON TAPCON MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CHILI MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. a 2X8m SECURE TO BLOCK W/2-116' TAPCONS DOOR CASING (MIN. SHANK 812E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILB. "Fly, MINI m l.1 0. -w mc=A', DOOR JAMB TO BLOCK +3" E E. KTA. 2X4= SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6amm SECURED THROUGH SECURE To BLOCK W/2-Y.1 NoN-BTRUCTURAL V TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 Y• MIN. EMBEDMENT 14) WITHIN 8' OF EACH < 8' CM 18' Or -MAX SPACING Yj• DRYWALL 2X8� I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/I-�((' 2SECURE TO TAPC 7WMK SHANK SIZE CTURAL MEMBER rtt2A2i',d J45 WITHIN 8' OF EACH MIN. MEAD SIZE 3" 6' TO 8' O.G MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' OG. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3" II TO BLOCK +3' 2X4= SECURE TO BLOCK WN4' TAPCONS(MIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 NOTE, STRUCTURAL 2X UT14IN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROWN 2X6,m NON-STRUCTURAL W6- SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4 TAPCONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 645 MIN. HEAD SIZE 300' CMU MIN. EMBEDMENT I Y49 , DRYWALL WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2XBm SECURE TO BLOCK WA-1/4' Yo' O.G.B. X 4' MIN. TAPCONS (MIN. SWANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' Or- MAX SPACING MANUFACTURES DETAILS. Xe16 w/ N N�UD m nus W. me Xm omw A•) DOOR JAMB TO BLOCK +3-7/18' G w TO BLOCK +3-7/18* E, N.T.S. 2X4= SECURE TO BLOCK W/Y♦' TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 3180 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 MUST SECURED THROUGH SECURE TOBLOCKUl/I-V NON-6TRUCTURAL W6'4' TIN TAPCON MIN. I-Y4 (MIN,. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CM WITHIN 8' OF EACH END 1 V DRYWALL V OUC. MAX SPACING. ❑ VX4' OR VX2' P.T. NAILER 2X8m SECURE TO BLOCK W /1-1/4' P.T. X 4' MIN. TAPCONS CASING (MIN. 814ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EM5EDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC14 TO 2X PER IVOr-- MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4' H DO TO +3 4" KTA 1441 N. RONALD REAGAN BUN. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdaslgngroup.00m AA M. 0003325 GRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 543813EAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2828 FAX: 81347882802go 11111111111 01111111110 BUDDIN- & L0151 SILVERADO LOT #2 BIK #13 PROJMM:CTU/ 03719.000-02131 MODEL: 2795-F GARAGE AWING: LEFT PAGE: DETAILS 150 MPH E n 8/11/20 1/4"=l'-O"2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL.12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-Ri MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15333.8 - R2 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL 15333.7 - R2 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 22/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FKA 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17801.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 1326S.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 )6th EDITION) BUILDING CODE INFORMATION SYSTEM IF W W W.FLORIDABUILDING.ORG 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 FAX:819.888.6 2 007 >lunDIV. Aa Lo SILVERADO LOT #2 BLK. #13 Pltoj=T# 03719.000-02131 MODSla 2795-F OARAGM 8WING: LEFT PADS: PRODUCT APPROVAL LISTING %150 MPH E . B PREFORMED CONTROL JOINT" FLANGE OF CONTROL JONT& Td BE WIRED TIED TO LATH • I- Or— MAX (VERT.A NOTE,. DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF $IUD EXISTS BEYOND EXCEPT STAPLES 11V V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DI MYA INSTALLATION —� FASTENERS TO BE SPACED-7 • 1' O.C. MAX VERTICALLY / 1,Twi R8 COAT CEMENT 46 \ WRS LAYER 4, FORTIPIBER BUILDING PAPER APPROVED METAL LATH FASTENED al' (VERTJ Or —MAX AT SUPPORT& URB LAYER M, STUCCO WRAP WOW SHEATHING LATH SMALL NOTRNIOU6 BE CONTw ro e• v ro A• TMROWH CONTROL 1 n1 JOINT& BUT SMALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX &' TO S' T10JA4 FROM CONTROL JOINT WHEN \ / CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE MAILS 0 NIOTH./ etwcilJRA,L &nro STAPLES IN COMPLIANCE IV ASTM CI063 2. WIRE TIES TO BE (NO. IS) 00416' WIRE / 3. BLOCKING GWOWN MAY BE IN ADDITT \ TO WALL STUD& REQ)IRED PER PLAN / ww Aoir uiwi �� ruw�i wi w O"M" TYPE CONTROL JOINT OL Halo 1161YC . Pa. A ®Pao OL FOLD 4411A1O n. A I. 04/Ae111 • PR. a A OwUAN • 1-r.O aM @o N• 111111.4111 — 6lA1M ck rillaw10AI.LT FAOTBi 4' C= MAX OLPOW ISAW 0Pr. A I. claAr • Pr. a POLO • A6 • ® L POID PYMISD • PT. A I.Owlaee • P'r. s a asAea • Pr. c 4. P" Ff.O PAR Pt. a TILL Pr. O TO1,104" corral FLAN= Pw x�L C 110TTa'1 PLMaa twTBe TRH( OMAL. POLO. QQ tyfacgr. T CEMENT I3 w- I GOAT 21M PAPER (PR" aa.n LAYER% CO ~(PAAM Pan APPROVED BUILDINGfueAP 6NALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • NOR IZONTAL LAPS. ALL 6lAMS NEED TO BE TAPED WIRI FORnBER SMATNMG TAPE � / / r IYRL LAr . rRrAL L,Arn \ \ LATH VERTICAL LAP TO BE R' nr—n —I �— METAL LATH i WRIS LAYER 4, STUCCO UARAP \ � D FORTIFIBEIR 1 2 P 6CALEe 1 V2'-I'-O' Q KICKOUT DETAIL Aetl( STOP aawcnu was � PALL PMM11M I \ I AIL) 1Ld41 P44 (sea o \ s"aoeTe resin r (�e0o a. 1114LL !"T v/ M.IJ11416 AT 11DTTa'1 w w:oP . 8LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS THEY &HALL BE TIED BETWEEN SUPPORT& WITH 00415-NL (121-MM) WIRE AT INTERVALS NOT MORE THAN T (2204"lli IA A& PER ASTM CI063 TJA FOR REPAIR OF TEARS IN WIS LAYERS, TEAMS MAY BE PATCHED 10,1401,16E WRAP TAPE PER MAIiF. &PEG OR PEEL 4 STICK WOOD &TUC 6HEATMNG PAPER STUCCO P TNICC 3 COAT CEMENT PLASTER METAL LATH WPM LAYER 4, FORTIFIBER BUILDING PAPER WOOD 6HIEATHING L— • ►AMR WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) d' THICIC, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 GOAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFn11ALL SCREED 9'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) — CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'w4' SELF -ADHERING N69'IBRANE FLASHING (COMPATIBLE UI/ HIOU&E� WRAP MATERIAL) OVER i' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELP-ADHERING MEMBRANE —/ FLASHING TEP fl INSTALL FABTENERB (CLIPS, STRAPS, STAPLES) AS RE4Lgmo TO SECURE PIPE) W1E TO PRATING 6'.6' SELF -ADHERING MEMBRANE ILA614NO IOOMPATEILE W( MOUSE WRAP MATERIAL! OVER 4'x4• SELF -ADHERING MEMBRANE PLAGWM OVER APPROVED MOUSE um - PLd6MNG TO EXTEND ONTO PIPE STEP #2 PLAS14M nw r erx W® LATER'L STUCCO WRAP WINE LATER 4, PORTIF. BUILDING PAPER METAL LATH 6Sd.' SELF -ADHERING MEMBRANE FLASWING OVER AllAw SELP-ADHERING MEMBRANE PLASHING OVER ,APPROVED V CONT. BEAD OF SEALANT INSTALL APPROVED MOWESRAP AIR INFILTRATION BAMMM OVER ELA6TOME= COATING OVER STUCCO) C.V. FNI614 (SEE TYP WALL SECTION) SECTION PER SECTION 70.�AT BR411uraYAl1A�WY1411a Exterior use of portland cement plaster shaW comply v th the app9catlon recM ementc of ASTM C 926-12A. InstallaWan of exterior IetMng aril framing shall comply vAth ASTM C 106X12A. ii LEGEND DRAINAGE PLANE (WRB LAYER "01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO OF x—x—x—x SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / A5TM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 11: OD03325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 pPH:8 - 6-2628 : 819-886-280200 81111111113 SUDDM de LOT: SILVERADO LOT #2 BLK 13 PROJSCT#i 03719.000-02131 MODEU 2795- F GARAGE 8MIN0: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHMG OVER TOP, SIDES) AND BOTTOM PLANWS OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE O, PLASHING TO ISE, 1. BOTTOM. 2. SIDE&. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO EYE TOOLED 60 AS TO DEFLECT WATER AWAY PROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE&YW CAULKING • JOINT ALL AROUND PER SECTION R703.7 Eeftft INhltw and PW6II hV Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WPM LAYER 01, i STUCCO WRAP cl ... HOODED VENT il' THICK, 3 COAT O79ENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) SHEATHING WFB LAYER 02, FONITIFIBER BUILDING PAPER WOOD — CONSTUCTION —METAL LATH S' CMU VINYL CASING OEAD 6' RAISED BAND K' TO K' MID -WALL n 6' WIDE STRIP SELF ADHESIVE PLASNNING, CLEAN MASONRY BEFORE APPLYING Z PLASHING STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'OUIOC FLASH' PIPE THROUGH — WALL 6' SELF ADI4ES11A FLASHING (INSTAL PER MANUR SPEC BUILDING PAPER UNDER 'QUICK FLA (A )VENT PENETRATION SCALE, N.T.S. I ELEC. METER FIELD STONE VENEER VERIFY LOCATION ELEC. METER FIELD OVER SCRATCH COAT VERIFY LOCATION HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO LURAP) LURE LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) AREA TO RECEIVE 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, FORTIF15ER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER Ys' TO Ya' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES -PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION U.RB LATER h, STUCCO WRAP WOOD SHEATHIU APPROVED HOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO FAc ED(xE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHM6 Wo:6 LAYER 01, STUCCO WRAP WRB LAYER V, PORTIFIDER BUILDING PAPER METAL LATH FASTEN TO WOOD 6TRJCTJRAL MEMBER • T O.G. MAX 36' TO & MID -WALL WFAE SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER N, STUCCO WRAP CUT -A' INTO SELF -ADHERING 4 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 5TEP 02 777t_� Ulm LAYER h, STUCCO WRAP APPLY 60 MIN — GRADE 'D' FELT OVER SELF-AD14ERNG FLASHING OVER APROVED HOUSEWRAP 5TEP #3 ® { SELF MBRANEILASHING WRB LAYER s2, FORTIFIBER BUILDING PAPER STEP :04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEP #5 STEP #ro @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup•com AA ff: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 lIkk FAT(: 8134MG-2802 Al A(� sss� r UNDLV. & LOT:SILVERAD0LOT #2 BLK 13 PROJMCT# 03719.000-02131 MCDZU 2795-F OARAOZ EIQMC: EFT PAOR: WALL ASSEMBLY DETAILS 150 MPH E . B E' R 6/11/20 1/4"=1'-0"A2 WOOD SHEATIINO WIRE LAYER 01, STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING. PAPER JY,' HAT CHANNEL J' THICK 3 COAT CEMENT WAV TYPE 'X' DRYWALL PLASTER 6' SAP. E TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING 4' POSITIVE DRAIN WEEP arEEen WRB LAYER STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER _ 6'6ELF-ADHEREING FLASHING WRAPPED `% a TOP OF WEEP SCREED TO "ATHNG BELOW WRB LAYER h, � ` STUCCO WRAP 1 WRB LAYER12, FORTIFIB E. I BUILDING PAPER I 'c•s'" �+,;... c i 6' SELF-ADHERENG WRB LAYER R, / FLASHING. WRAPPED STUCCO WRAP •CORDER OF CANTILEVER AMIGO AM66-UPM-TSO CUSTOM CASING BEAD 4' POSITIVE DRAIN 2 VEEP SCREED NO GAP IN FIELD —' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1OA DTL.0 CANT. SCALE, 1 112' • I'-®' NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-641-0% MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER 1 WEATHER RESISTIVE - BARRIER 4 THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL 1' THICK, 3 COAT cam PLASTER LNO GAP IN FIELD (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @pAANITILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO PINISN LAYER (2 LAYER PEEL 4 STICK)_\ 6' PEEL STICK - DRIP EDGE TO DECK 1)1% V P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PROOFING Ist 1 LAYER (2 LAYER PEEL .. STICK) WRAPPED FROM / BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK i' THICK 3 COAT CEI PLASTER VINYL CORNER PEAT VINYL CASING BEAD 3' X 3' 26 GA C-.ALV. FETAL DRIP EDGE SET IN FULL BED OF SEALANT,JV MN. SPACE FROM DRIP FACE TO TREX 4' GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER 01 HEATHER RESISTIVE BARRIER �1 DECK h RMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N KILL BED OF SEALANT,V MN. SPACE FROM DRIP FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHNG WEATHER RESISTIVE BARRIER 9 BALCONY DRIP 11 EDGE INSTALLATION N OF ONLY) I )VGAP FOR BACKER ROD 4 SEALANT — VINYL CASING BEAD . WATER PROOFINGlot- LAYER (2 LAYER PEE WOOD SHEATHING COLUMN SHEATHING WEATHER RESISTIVE BARRIER 'I LLEAhER RESISTIVE BARRIER 42 6' GAP. \ PEEL 4 STICK I J6'x3' 'L' PLAS14NG FULLY EMBEDDED M ROOF CEMENT 11' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT.)i' MN. SPACE FROM DRIP FACE TO TREX (LEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER 7 EXTERIOR COLUMN w COLUMN SHEATHING PEEL 4 STICK6' SAP. I Vx3' 'L' FLASHING SUIS FLOOR FULLY EMBEDDED IN ROOF CEMENT I N X 3. 26 GA GALV. METAL DRIP EDGE I AW V P.T. OR SIMULATED _ IV N SET IN PULL BED OF Y4 GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PANTED FINISH i' THICK 3 COAT CEMENT PLASTER WATER PROOFING bt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAM WEEP SCREED VINTL GOWER BEAD J / (SHOWN FOR CLARIFICATION OF IN VYL CASNG BEAD Y SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN !TN/"T" VT AQTSTATnI WEATHER RESISTIVE BARRIER M WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER 01, d STUCCO WRAP I ' A I RESILIENT HAT CHANNEL WEATHER RESISTIVE BARRIER n THICK, 3 COAT CEMENT WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - PLASTER - VINYL CASING BEAD WRB LAYER -2, FORTIFIBER `' 3 j• THICK, 3 COAT CEMENT BUILDING PAPER PLASTER 2 1/2' CORNER BEAD WRB LAYER h, S/S' TYPE 'X' DRYWALL METAL LATH FASTENED TO SHEATHING METAL LATH I STUCCO WRAP uvTExTURED 4 PANTED HU000 SHEATHING l' O.G. MAX. , FINISH ',' J' THICK 3 GOAT CEMENT ! i WRB LAYER N2, FORTIF15ER l' THICK 3 COAT CEMENT (2) 2xl2 FADER PLASTER ' ; PLASTER N BUILDING PAPER ' 17 WRB LAYER 01, 6'SELF-ADHERING ' METAL LATH VINYL aoleWER BEAD 4' POSITIVE DRAM n�eP a_roeFo % STUCCO WRAP FLASHINGXPL / ; n ,:i J' THICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD WOOD SHEATHING (EEW FOR ED PLASTER (SHOWN FOR CLARIFICATION OF '� CLARITY) SEPARATE ACCESSORIES ONLY) 777/ METAL LATH DRIP CAP 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3COAT CEMENT PLASTER WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 9 WEATHER RE616TIVE BARRIER'? j' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN WEEP a�oeEn NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES, ONLY) @MIP G I S TALI.�ATIO N WRB LAYER -2, FORTIFIBER BUILDING PAPER WINDOW FLANGE 14A CORNER BEAD (9) FRAME 2 1/2' CORNER BEAD (FASTENER 4 SPACING ea I' O.G.) CMU Sib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK WRB'LAYER M, STUCCO WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING DRIP GAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME. NO BAND 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-774.8078 FAX: 407-774-4078 www.abdosigngroup.com AA B: 0003328 DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 813406.2802 NZMDZV. & JLOT SILVERADO LOT #2 BLK #13 PROJ>6CT* 03719.000-02131 MODEZ.: 2795-F GARAGIIC EtWMG: LEFT PAO & WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHM —� WRB LAYER w, STUCCO WRAP WRB LAYER R, FORTIFIBER BUILDING PAPER — METAL LATH J' THICK 3 COAT CEMENT PLASTER 6 'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WRB LAY STUCCO L WRB LAY BUILDING METAL L J' THICK PLASTER 6'SELF- FLASHIN WINDOW CASING BEAD (P WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH SEXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WOOD SHEATHING METAL LATH WRB LAYER °I, STUCCO WRAP Y' GAP TYP J' THICK 3 COAT CEMENT c ASMG BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER ® STUCCO TO SIDING TRANSITION WRB LAYER 12, FORTIFIBER BfBUILDING;PAPER SIDING? WOOD SHEATHING WOOD SHEATHING Wi= I -AT WK 1, WRB LAYER N, \ \ STUCCO WRAP STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD "NATHNG— WEATHlR RB°1611VE G+AIYOER -1 UWAISAINtl�d! R8616TNE 74' l THY AP °ID° R OMRK �NO R WASTER 67MI- � i I �--ADHeRNG as i WFA 111106I6TNE DAM ER �AI pATHERI�R:61STNT \ •' MILP-ADHBRNG 1 ' PLA6 4M GALY9 FETAL •r PLA014MMMat DOD TRIM M Fit - CA&mn / YIiAJODATRRI MA9MLkIt GAP WK.AULKNO OR AFTROIrlD BeAL.wr CAblift ;. SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 227 LBS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 02, FORTIF15ER ; BUILDING PAPER ; WRB LAYER "I,Woov ulDODeoH6naLCTlc �' THICK, 3 COAT CEMENT STUCCO WRAP BHEATHNG- W"TWIMIlt F112616TIV6 PLASTER i . ; � acArHeR Raelerlvt DANtlER 9 WRB LAYER "Z, FORTI�IBER rF AL BIDA PAPER BUILDINGFLASHING m VINYL ANGLED caslNG BEAD w ° METAL LATH eTARreleenelF— VINYL CASING BEAD (EXPLODED AA THICK, 3 COAT CEMENT VIEW FOR PLASTER~ CLARITY) iloo CASING BEAD ® RAISED 1 7 A BAND ( FRAME) SCALE: 1 1/2' z V -0' PLABFIN6�NE� THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME f / WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER'(, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� MEMBER DETAIL BELOW EXPLODED FOR CLARITY 1. -A°`ERNG SAPOWR -1 TO LAP 1. MIN. AMOVE TOP AEO,TH81! RBBN1rIVE ` \ " BL4RItllR � M M°IBTIVE \ / a DAJRPt/ \ WPLASWING an YEATFER MOOTIVE BAPWMIN.lRApOV! TOP OP W FLABHNG W6.4rHBIt REMeTIVI �Z'... �YEArHCR RENBTIVB G4RRIILR 61AI WpATHER RBBIBrIVC a-z e�m vNr� ca SAFMIN 4 T IOOD) P'HC SIDING TO STUCCO Lt1 �RR1'AEBIsrIVe ® FRAME TO FRAME 9 TRANSITION Y4' GAP TIP J' THICK 3 COAT CEMENT /CASING BEADPLASTER SEALANT ( TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER ; BUILDING PAPER I WINDOW FRAME WOOD SHEATHING i i WRB LAYER 'I, STUCCO WRAP 6' WIDE PEEL 4 STICK I OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (W/%, FLEXIBLE PVC BACKER ROD) MEMBER *APPLY FULL BED OF SEALANT BETWEEN 1 FLANGE 4 BUILDING WRAP BUILDING WRAP ��EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—X—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA 0: 0003326 GRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486.2628 No FAX: 813-OW2802 SUDDIV. ae LOT SILVERADO LOT #2 BIK #13 PROJECTSA 0 719.000-02131 MODEL.; 2795-F GARAGE 81111FING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B Cur AT- rO R'A FO usm TUCKR TUCK R AL 1lAY MODIRED 11• CUT �• IN Hauer~ * ALIGN rLAS MS I eV INT. EDGE Q Wu.L Ra. LP YROWWIDOW IN AT J�V � M SIVIN PANNED Boom (CAP EDOl6.TCAP � NAIL4 erAPLES) APPROVED HOUSEURAP OVER S EATHINS OYM Wo Sno W4LL WLOPE SILL AD. TO EXI{RIOR M6TALL CA�ONT PLZX~ AS THE TLAS MO AT THE SILL STEP 1 STEP 2 STEP 3 RAS MIS VATH END DAMS) NAILING RAWHNG P MIN OETOND JAMB RASHMG INSTALL VINYL DRIP CAP EXTEND FLASHING MN �1 / I. ISILOW SILL FLEXIBLEX ExIBLnELE FLAWHING no NOT WEAL BOTTOM PIN STEP 6 STEP 7 WE ADHESIVE IXISLE PLASM VM DIEP CAP ECTO-WRAP SQUIV) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS MML IT IS THE CONTACTORS PEOR"ISILTY TO VERPY 11-E CC"P'ATIDILIT' OF ALL PRODUCTS NCUJDMG HOUWEU .SEALANTS 4 SELF-ADHERNG R.MHMG MATERIALS USED OW00 CONSTRUCTkX 7. RMTALL ALL MATERIAL6 PER MANI/A,C11#EIl6 WRITTEN SPECPICATI" SCA AW6 MAY REACT ADVER6ELr P NOT COMPATISLIL EM AND BEAL JAM15 TO BILL JONTB WITH DOW IMS PaLOWNG COMPLETION OF EXTERIOR RETROFIT WORK REMPALIR SCHEME SHOWN SHALL ISE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OP WATER NTMGICN BELOW THE WNDM oPENNG AL INTERIOR PCRIMETER OF WINDOW WTH ALI T 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774.8078 FAX- 407-7744078 www.abdesigngroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 Ille FAX: S13888-2902 sUDDIV ae LOT: SILVERADO LOT #2 BLK. #13 PItOJIcCT# 03719.000-02131 MOaarr 2795- F GAMAas 8VMG: LEFT Pwaa:WALL ASSEMBLY DETAILS: WINDO FLASHING 150 MPH EXP. B \\\ 1/S' TEXTURED // \\ FINISH • WOOD, /-----'--_-- I0 1/2' TEXTURED — --- --- --: FINISH • CI" Al /._._._ _____ _-_.-__-_- ___.. -'—__ 2x6 SUB-BANb . W/I'x4' NOTCH ® METAL LATH % --- - -- END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 111�—u "AT14Wj I" DRIP EDGE 1� oRSTUCCO WRAP(PRAME ONLY) I UPS LAYER 02, FORTIFIBER F ---------- ---- ---- I BUILDING PAPER ' 1/8' TEXTURED I - (FRAME ONLY) 2X6 SUS ELAND FINISH ® WOOD I �� I I/8 In' TEXTURED � � "� ROOFING CEMENT FINISH ® CMU j \\ DRIP EDGE METAL FASCIA \ �z METAL KICK OUT �\ WRAP is' FROM ©P L A f T. I �l 5 STUCCO, I' FROM \------------------ --- w. I WOOD WALL \`\` EXTERIOR WALL (FRAME OR CMU) a `N NOTE: NOTCH FOR 2X6 \� �N`SUB BAND ONLY ROOF KICK OUT REMOVED N\ �\ FOR CLARITY NN ROOF DECK (BEYOND) NN DRIP EDGE, I' OFF WALL NOT INTO STUCCO) `� I 11/8' TEXTURED FINISH a NN WOOD, 1/2' TEXTURED `� FINISH A CMU / 2,6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®E L V,4T f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -V' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND 111/11�'x4' NOTCH END, WRAPPED IN PEEL < STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32780 PH: 407-7748078 FAX 407-7744078 www.abdealgngroup.eom AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$88.2828 FAX: 813MG-2802 EI"oo UNDIV. d4 I.CT SILVERADO LOT #2 BLK #13 Plto"=Tp 03719.000-02131 MODffiIs 2795-F GARAGE OWING: LEFT PAO"WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH E . B DAT 8/11/20 8CA*-w' 1/4"=1'-0" SHNIM WA6 SLAB 19'4' 4" CONI m SLAB -3 w LL I 3'- L — — — ---�----TE-,-,-----L •1 FM 18X18 2^ S-2" 10'-3" 8,4• F2.30X301 1 � 4" CONC. SLAB w 'PVC a CHASE _ F1-30X30 q x, ," PVC CHASEFOR ELEC. 11 EXTEND FM-18X18 ISLAND SLAB 1 1/2" 22'-2" TOPOF"r SLAB 1 i I ml ml /—FM-16X18 EXTEND b. SLAB 1 1/2" be } — — T E-2 — — — — w I� I� LL -7 1/2+ — — — — FM-16M TE-2 N e 10'-10" EXTEND SLAB 1 1/2" iv 11 1.1 L FM-16X18 N F1'24X24 rl FMC-16X18 1 w-0" m I� 2 4 -`� o w O uj a 1.1 1.1 — FM-1 18 Ig TE-1 1 FM-16X18 0 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 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 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. , 1.13INDICATED #6 BAR, MINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 3(r, #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 #6'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS 8)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, USING: Fm = 1,500 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 3 OF SLAB SUPPORTED 3'-W O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6. W 1..1.4 OVER GENERAL 3112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 39' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16" CONTINUOUS 18" - (2)#69 FMC-18x18 16, CONTINUOUS 18" - s #51N CURB VARIES F1-24x24 24" 24' 12" s s "BELOW GIRD TEA 8" SEE PLAN 8" -7ff A s TE-2 8" SEE PLAN 8" - s - 0'-0" CWC-12X12 12" CONTINUOUS 12" - O a #51N CURB VARIES F1-30X30 30" 30"1 12' (3) #Ss (3) #59 - 8" BELOW GRD F2-30X30 30" 30" 12" (3) #Vs (3) #Vs - 12" BELOW GRD FOUNDATION PLAN SCALE: 1/4' =,'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 FAX: 813-OW2802 momommow BUDDIV a# LOT SILVERADO LOT #2 BIK #13 ?ROJSCTM 03719.000-02131 MODEL: 2795-F GARAGE AWING: FT PAGE: FOUNDATION PLAN 150 MPH EXP. B D � 8/11/20 8CALE: 1/4"=1'-0" 9HEET si 30" MIN. EACH WAY MONOLITHIC FOOTING i } 1 6 , Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND G a. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTSSPACING CL REQUIREMENTS } r'f— GARAGE DOOR W W°�- RECESS 0 n. N s FM.- 4. i 8"CMUWALL OToZ 8" CMU WALL ° . CORNER BARS, SAME SIZE AS BAR w WN ;' I IN FOUNDATION WRH 30"LEG EACH lylUSLABWAY OF SLAB TOP OF SLAB AT ALL CHANGES IN DIRECTIONSNTOP I .., SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLABFER(ISTORY) 7AND SEE SLAB SCHEDULE BAR SIZE 48 BARDIA. 18" EX . P EXT. PORCH SLABW/ IS SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER (1STORY) I ' LL '' a CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �=pe AT ELEV: 1/2" ISOLATION (WHERE FER (2STORY) #4 24" ISOLATION 8" CHAMFER (2STORY)�.' 0 �JOINT EEEJOINT(WHERE iEDULE #5 39' APPLICABLE) i ryaAPPLICABLE) 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING iBAR SIZE #6 36 FOR WxD, BAR SIZEDIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 sDALE:34"''-0" 2 @ GARAGE SCALE:3/4"=V-0" CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=1'-0' SCALE: 314"=7'-0" ( D LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON . NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W! PLAN 2x4 OR 2x6 WOOD BEARINGIPROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING uJ WALL W/ SYP WALL W/ SYP No 2 STUDS SEE W p d I No 2 STUDS SEE PLANS FOCURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE N NEW REINF. BAR SPACING. SINGLE BTM. PLA'k9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. O SECURED W! 2- PART TO BE PT. PROVIDE DBL, TASHER SET IN HIGH STRENGTH PLATE PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO SLAB W/10d MASONRY 2" CAPPED a EPDXY. MIN. EMBED OXY 6-1/2"EMBED. MIN. (� 16" OC GALVANIZED PIPE g 8", LINO SIMPSON SPH4 OR SPHBX NAIL 16" O/C STAGGERED. ADDITIONAL METAL W/FLANGE BASE Q FOLLOW ALL MANF. X K SPECIFICATIONS FOR BTM AND TOP PLATE CONNECTORS I USE AND ANCHORS W/ tOd x t ill" COMMON NAILS FILL ALL REQUIRED WHEN NO o = PREPARATION OF HOLES, DO NOT USE 1Od N UPLIFT IS PRESENT, W SECURE FLANGE TO Z HOLE. w z 3"SEE SLAB SCHEDULE K SEE SLAB SCHEDULE SLAB W/(4) t!4" X 2 14' TAPCONS QQ- Q_ P TOPOF SLAB ... TOP OF SLAB _ '�. ..;A �so 4"CHAMFER (1-STORY) .°�'"�. 6" CHAMFER (2-STORY) - � s . EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO r,11NTERIOR CURB FOUNDATION WOOD WALL %INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD 6 MONOLITHIC FOUNDATION T SCALE:34"=1'-0 (W/UPLIFT) SCALE 34"=''-0 (NO UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48' AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL WI PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i WALL W/ SYP No 2 STUDS SEE f PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB WItOd MASONRY NAIL o IL L PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Q W ADDITIONAL METAL o] U CONNECTORS NOT a REQUIRED WHEN NO UPLIFT IS PRESENT. rn 8" CMU WALL e' VARIES a' Z POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) 3' 3' TOP OF SLABp. I° SEE SLAB SCHEDULE 2X WALL FRAMING +- 0.0• TOP OF SLAB n- i I SEE SLAB SCHEDULE o 112' DIA. SIMPSON ST82 BOLTS 5' MINIMUM EMBEDMENT INTO 'a 5 "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °� • POURED MONOLITHICALLY WITH - — --- FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE m�-corn i m= FOR WxD, BAR SIZE FOR WxD, BAR SIZE " AND BAR QUANTITY ✓ AND BAR QUANTITY SHOWER RECESS FOOTER FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 12 SCALE: V=V-0" (D-,_'�11NN]T:ER�1OR 3/4""'� (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION_ SCALE:34"=1'-0" 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 - DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 9134MO.2628 FAX: 8134W2802 atMDlV as LOT SILVERADO LOT #2 BLK #13 PROJZCT* 03719.000-02131 MODEL 2795—F GARAGE 8WING: LEFT PAOR DETAILS 150 MPH EXP. B 3'-6" W 12'-0" -0 22-9" °f 28' 7" aD 15'4" e 4'-10" 4 i� e> 4 a N Q N 0 M Y io M O Y in a N a v v iv m N Y f, �o 9 � A N N N a 'v I4 i' N s-2" o v J U � Q W U N J_ 0 v LL i9 Y Ell 1 V-4" c A 4'A" DOWEL PLAN SCALE: 1/4" = 1'-0" 18'4" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdealgngroup.00m AA 0: 0003325 DRAFTING By. A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 8134MG-2628 FAX 818888.2802 aLMDIV. Se Lo SILVERADO LOT #2 BLK #13 PMJZCT/ 03719,000-02131 MODZIU 2795-F GAPZAQZ 8WiW0: LEFT PAGIC. DOWEL PLAN 150 MPH EXP. B TIE VERTICAL REBARc TO HORIZONTAL =! ^ REBAR W/ 10' HOOK 2 GROUTED BOND B.AMi - 2 VARIES PER ELEV. Q CLEAN OUT REQUIRED FOR INSPECTION TIET/ERTICAL REBAR ° TO HORIZONTAL a.: REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z f #4 24" ^ U #5 30" #8 35" #7 42" HORIZONTAL/VERTICAL (D� REINFORCING �� SCALE: 3l4"=1'-0" OFFSET METHOD CONTINUOUS B AR 4881&1 18" METHOD 24" HORIZONTAL/VERTICAL 1" 36. REINFORCING 1. 2 42" SCALE: 314"=1'-7' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD EAGAN B LVD. BORLANDO, FL43670 PH: 407-77.78 FAX 407-7144078 www.abdosigngroup.com #: 02 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813.888.2802 aUBDiv S. tar SILVERADO LOT #2 BLR #13 PROJECT# 0 719.000-02131 MODEtt 2795- F GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. 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" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. 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 E 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK Q (2) 2X12 © (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM/ B.O.L. = BOTTOM OF LINTEL I T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 0-4. lB SAFE LOAD - POUNDS PER LINEAR FOOT I SAFELFOAD w4CjffoMwA SAFE LOAD - POUNDS PER LINEAR FOOT TYPE SUS 4R140 4F1>t•4B i/408 snow IVMa# 4n4® Ewa TYPE __ -- ncuN TYPE San 4F1sn eFlsrr 4PA4T eca4n ene-1r Ras4' LENGTH T-r (42') PRECAST 2231 YO' (489 PRECAST Im 4'-0' (541 PRECAST low F-C (64') PRECAST 1217 5-10' (70') PRECAST 1052 5'4' (789 PRECAST 905 T4f M PRECAST T43 VW (11P) PRECAST 554 1541' (128) PRECAST 475 11'4' (1307 PRECAST 302 120 (1441 PRECAST 337 ITW (IOn PRECAST 208 14'0 (16n PRECAST 279 14'4C (17S") PRESTRESSED N.R. 194- (184') PRESTREBBED NR 1T4' Wn PRESTREIRIED N.R 1S4' Pn PRESTREBBED NR 2V4' (265') PRESTREM N.R. 22-0' (2641 PRESTRESSED N.R. 24'4' (zes") PRESfAF880 ®tom === Om0000m O��Omm Om�0000 O��O�mm �m�0�00 Il�tl�ll�tl.'7, YIII�1�1� m0mOm00 O�DO��O 000IQ"IG"'!@!Q! mmov000 omomo�r. mm000�v mm000Q�IQ"I 0��0�00 OmmO�t'''!Q1 oomoomo O�m00m0 ODD0�00 oom�moo 0�mmmIF�O ©oo0otmo 11©t1011� 1011''� IO IE 000��©0 11©Ilia 11� 11�711011:;F�71i7 0000�� 0�mm��m 0©©DODO 11®IIO It01t5c711711� tip 01101101117110111� m �00��110� 0�0m0Om 0�0�®m0 0 m t101t011"�711a711L.7 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM WM LOAD TABLES' BY CASTCRETE MAY 2015 EDR10N • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 3'•8' (4n PRECAST 1025 1 1024 1 1598 1 74r (4n PRECAST 4'4' (48') PREDABT 785 TES IWO #4r On PRECAST 4'-W 6n PRECAST 80 w1 1073 4'4' 04") PRECAST S4' (84-) PRECAST 411 411 745 94' (84') PRECAST 8.10' (7n PRECAST 340 330 610 5.10' (707 PRECAST 478' (►e9 PRECAST 507 721 49D " (m PRECAST 7--r On PRECAST 424 534 383 T-C on PRECAST 9'4' (112') PRECAST 320 512 230 9'4' (112') PRECAST IWO (121n PRECAST 284 401 1w 10'4P (12n PRECAST 11'4' (138) PRECAST 291) 462 154 11'4' (138) PRECAST 12-V (144') PRECAST 244 402 137 1247' (144') PRECAST 134' (190') PRECAST 217 324 111) IV-C (18n PRECAST 14'-0' (188') PRECAST 205 293 10D I'V-V (188') PRECAST W4' (17W) PRESTRESSED N.R. 284 91 14.4Y (17n PRESTRESEID 164' (184-) PRESTRESSED N.R. 260 88 IV-C (1841 PRISSIRESSED 1T4' poet PRESIREBBED N.R. 104 64 1T4' On PR661RE88ED 194' Mn PRESTRESSED NA 14B 82 19-C Mn PREHI D 21'4' PM PRESTRESSED N.R 125 42 21'4' PM PRESTRESSED 224Y R549 PRESTRESSED N.R. 116 40 2247 (M-) PREffTMNED ZV4r On PRE A688ED N.R 91 33 1 2C47' Mn PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCI8 BY OTHERS TO MEET OR EXCEED VALUES BTATED ABOVE • PROVIDE MMIMUIM P OF BEARING PAST EACH SIDE OF WIDOW OPENIM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0128.03 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 I 1 ----r----- F18-1TI---------------- ----------------------------- 10 BF16-1T/OM/OB8F161T/0— II 1 ♦12'-0" 5'-10" 19'-4" ♦ 1 1 1 s m 1 ♦♦ Q o 1 ♦ � 1 ♦_ b I LL o 1 8F36-1T/0M/1B ---------------------------- 8F16-lT/OWl B 10'-V 8RF14- 4'-0" FI LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9.4", UNO. I m I I 1 1 I 1 I 1 8F36-1T/OM/OB oo��;---'J---------1♦ 1 9'4" 2 1 2 8F16-1T/0M/0B popoom 1 ♦_ 7$ 1---------------, LIFT BEAM PLAN SCALE: 114' = 1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134396.2628 FAX: S13886-2802 O C atmDm ! W. SILVERADO LOT #2 BLK #13 PROJECT 03719.00-02131 -MODEL 2795—F GARAGLEFT NG: PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B Ias A 8/11/20 cAL1C: 1/4"=1'—O" sm= s2 IF NOTES TO THE INSPECTOR/CONTRACTOR TYR8`'Xs" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM LO 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \"\ HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"x18" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM a_ #5 CORNER BAR WI 30" LAP FOR EACH OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL 1#5 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. ". !i \!�• 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. �— / VERTICAL REBAR N 10" HOOK PF'O 8x18 DBL. BOND TOP OF / P�$ BOND BEAM BEAM W/ (1) #5:.OFE. /\O B EACH COURSE • G 8x8 BOND BEAM TOP OF L BOND BEAM • Q�Gr\\� N (1) #5 BARI-ON 30" TYPICAL FO F=FILLED W/GROUT I �O U =UNFILLED GROUT SOLID FRNOMINAL LINTEL TO TOP OPENING WIDTH # OF #5'S, IN 2N0 BOND gEAM, IF FILLED BEAM COURSE#5 BAR IN BOND BEAM SEE NOTE 56-1 1_C/l/ PRE -CAST Cp�y�F�� T/ 1 1 V I/8x8 LINTEL W/ (1) #5 NOMINAL�� LENGTH OF BAR OF MASONRY P1W HEIGHT # OF #5'S, TOPCORNER 0 OPENING-2"IT IS THIS ENGINEER'S INTENT BONG BEAM COURSE QR2 L.BEAM DESIGNATION THAT XFXX - iTNM/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=l'-B' REINFORCING OF BOND BEAM AND XFXX-1T/OMroB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT IS THIS ENGINEER'S INTENTTO PLAN FOR LO AND XUXX- iT/IWOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/OWOB 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 SIZEA 45 MIN HEAD WINDOW S ZE 300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1A-) 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #S BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRECAST 'a 1Yt" OR DRIVE PIN (MIN SHANK WINDOW SILL g 512E.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" e SLOPE FROM EACH END AND 18" 1•14" EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE .145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — BAR TO BE PLACED IN 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116"OSB UPPER AND LOWER #5 MIN. REQUIRED IN MIN. 2.12d PER BLK. EA. END VCMUWAUL BONG BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHFRAMINTAIL G DE 3 AT CORNER STEP 5 SCALE:3A"=1'WAY-0" SCALE: 3/4"=1'-(" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I SINGLES CORNER A BAR, 30x30 TURNED UP 0 I ( OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER PROVIDE BAR W/SINGLE OR DOUBLE REINF. BAR(5), 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 i a s37� 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 314"=1'-0" L441 N. RONALD REAGAN BLVD. ORLANDO,FL32150 PH: 407-7746078 FAX407-774.4078 wwwabdeslgngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134896-2628 FAX: 8188862802 atmNiv. ae LAT SILVERADO LOT #2 BLK #13 Pllon=T#► 03719.000-02131 moDald 2795—F GARAGX 81Flr7o: LEFT PAGE: DETAILS 150 MPH B JUN aAa/11/zo scAm- 1/4"=1'-O" ar>a m S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 112" 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. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. 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. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. Cil CJ3T . =I CJ3 �INNI�II�INII NIN�IN I CJST �= x x n x u Ix x n N a n q n 1C q q n a =--I CJ5 I I AH7 I I I AH9 mama-m.--a—.--m-mama-- . a AH11 ■ as ■ a■a■e a ■s a ■a! a a .Teas ■ aaaaa a a■■a■ a g a ■ a ■ a — — —■ — — a■®■ mook a I I L— — — — — — — Q AH13 ■ saaaaaa■■saaas••ses�a a�aaaisa®aaaaaass■:ta■�sa�s�a�®ease®a aaa�a�s■a 1i0um yiA I I AH15 -----mama-- mama—.--mama—alma .---------6 I I AH17 ---mama:-mama -- ----mama-- I .m1 am- mama—- —p I AH19 =:.—.—.—. m. m. m: -------- sim.m.—. m... m.mP I I AH21 ----, --a-------- -mama —alma—.m.—.mam.m6 I I I I AH23 am.m:m-:-m---- -m -—.m:Im:—:m--:m----p A-� ---------- ------------m� I I q ----.--m---..aria—a-®--- --®--alma..:..........6 I Al a.sv......m----------. ----a--m----------- II III Al .{---a—.—pm-m------: .---=---a—a---a--m- 1 11I Al J..—.—. m6 m. m.—.ate.—a m ... m. — a m. I I I I w p----------- _�.m.—.a..—.m�------m� Az----- a---------a--m-- L--------_—J I A3 am-----m----------- =------m:—q—.m-m.mp PREFABRICATED ROOF I I TRUSSES @ 24" O.C. MAX A4 - — - — - —.—. ...... — - — - -----saw-------ate: r------- A5 �----m----- I .-----a =------mama—.-----a I I A5 dm. m.—.m.--. =m. m.—a .—.—...m.—.m.—aaa®. I I I AS ,ym-m:m.::m.T .--=m--_ =--m.m-----m.:-mama I I AH23A .�—-m=.®.m=ma--x-----a — s .----ma—a—s------ \\\ 1 ag AH21A aa��.mam-mam.iaaa.s—:ms . — :—.—.----am----.>a...-�. \ ------_-----J A 9A - m:--m:m.m:m .m---m- m.m:m-m.m:m.—: Si 54 AH15A ACC ATTIC ,sore.. m a m.m. 1 :- 1 T a m-m.m a—. I. .. AH13A- — - — - — - — - — - — - — - — - — - — - I m:—--------a J AH11A a—.mam- ma .-- :amsm. .m:-- L----- AH9A a=::ma -_—am.m:m-: a..a.q m------- CH9 ---m: .maa L CH7 CJ5 :—. m. a�-�. q n n u CJ5, �Q c C CJ3 - tl q N - CJ, n--'�--� ppRe Inpxl NN --tl--"—----u W :— tl NN x x IIN R 11 � 11 Lu y--g--4 -�-no (W� N R N R M y VF—� a.- .. n c3 c3 2X4 BLOCKING BETWEEN TRUSSES 24.O.C. TOE NAILED TO ADJACENT TRUSSES W/(2) 15d COMMON MAU 8 SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. GA GA GGEA CJ3 Gil FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. ORLANDOJI-32750 PH:407-7748078 FAX 407-7744078 wxrw.eb AA A::000331126 5.com 00 � DRAFTING 8Y: "44 A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813418"628 FAX: 8134MG-2902 SUDDIV. & XOT SILVERADO LOT #2 BLK. #13 PROJECT* 03719.000-02131 MODEIt 2795—F GARAGE 111WIIJG: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 k NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, i EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)1 Sd x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. tx2 SECURED W/ 10d GALV, COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ I Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 88S_GllD_ERICAL TRUSS/ CONNECTORS) - 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE �- PRE-ENG FLOOR 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. a< a r,1FLOOR TRUSS CONNECTION @ L.B.W. `+ 6DALE:3/4"=V-0" (NO UPLIFT) NOTCH DEPTH 1/4'D HOLE EDGE >5/8" HOLE DIAMETER < 2/5'D SGL. STUD OUTER 1/3 f SPAN ONLY .dlk. —HOLE EDGE>5/8" BTM.- PLATE STUD NOTCHING AND BORING LIMITS O SCALE: 1 1/2"=1'-0" HOLE DIAMETER < 315'0 DBL. STUD ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9)10d x 1 e NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ I Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L—A{I) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN WITH (4) g1" x 5" TITEN HD TO CMU AND (12) SOS }" x 2 }" TO GIRDER B{I) SIMPSON FGTR GIRDER TIEDOWN WITH lx2, 2x WOOD FASCIA (2) J" x 5" TITEN HD TO CMU AND (18) SDS }" x SEE ARCHITECTURAL 3" TO GIRDER Zx SECURED W/ (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) j" x 5"TITEN HD TO CMU AND (18) SDS }" x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12" OIC SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) - LSTA12 20 GAUGE W/ 10dxl/2 HDG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER 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 --- 4zim 9 n, 4 GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3I4'=1'-W A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS WI (1) 314"" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22)1 Sd 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/JSOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS WI (2) 3/4" SIMPSON TITEN BOLT/JSOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE:: 3/4""=1'-0" 6'-W MAX (WIIX4) ,2R 10'-0" MAX (W/2X4)) # 1100 UPLIFT SIMPSON - HTSM20 W/101 Od TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL It 19M UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WI1010d TO TRUSS AND (4) il4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2" COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=T-O" 8 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA.ft-(2) TRUSSES WHERE TRUSS (DIAG. BRACE TOX-BRACING IS PRESENT AT COVER 5 TRUSSES)4'-0" O.C. (AT SHEATHING 0'A" TO 3"" (1)'7P BRACESEAMS) 3P-1" TO 60'-0 (3) "X" BRACESECURE 2z8 PT. PLATE (1) "X" BRACE Q CENTERTO BLK W/ 1/2" DIA. (2)'OC' BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2" FROM CENTER TO END,WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6" SEE ARCHITECTURALMIN. EMBED. AT 32"OC MAX. tx4 DIAGONAL PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE Wl 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION MAY NOT BE TRUSS ENG)CONT. 2x4 SECURED W! REQUIRED1Od's C EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 1x4 BTM. CHORD BRACING 6'-0" O/C SEND WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'4' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD A /� INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE E INS LAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP, BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP AMIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 114" (2) _ DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE lNEIMSPAC#19 CENM&SPACING A DOUBLE 2x8 1/2" 8" C/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 111. B" O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" OIC r:fE-- DOUBLE 2xI0 3/4" 6" Om 16" O/C 1 F DOUBLE 2xl2 311' 6" O/C 12" O/C 10 WOOD LEDGER DETAIL T SCALE: 3/4"=1'-0" %1 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HI OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7744BO78 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUM014T CENTER BLVD. SURE 1004 TAMPA, FLORIDA 336M PH: 8134916.2628 FAX 8134I86.2802 04 ors stmDrv. ae LOT: SILVERADO LOT #2 BLK #13 PROJECT# 3719.000-02131 MODEL" 2795-F OARAGE SMNO: LEFT PAGE DETAILS 150 MPH EXP. B D2W 8/11/20 at><EET S3.1A FLOOR DECK 2x6 PT TERMINATION7 2x4 STRONGBACK SECURED TO7 BLOCKING SECURED TO WALL EACH TRUSS W/ (3) i6d COMMON W/ (6) 3116"" x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-O" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, K_,\ FLOOR BRACING SCALE: 3/4"=1'-0" SIMPSON (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Sd EACH END COMMON NAILS, EACH END EVERY STUD EACH END OF "BUNDD LE' ON OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 1 Od x 1 GIRDER TRUSS I'll HOG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: &4"=l'-U' DTRUSSES WI K G 3BETWEEN PLY INTO LEDGER AND iOd 0 3" O.C. STAGGERED UPPER PLY INTO 2z6 BELOW 8" CMU WALL REINF PER PLAN REINF PER E NATION O OU 0! 'law P R A I 1X2 FIRE -STOP a,^T NI #8 WOOD SCREWSx2"LONG @3"O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 314" AS SHOWN SIMPSON A23 Z/—EA.TRUSS q• r NAlLJNO PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 314"=1'-0" #8 WOOD SCREWS x 2" LONG Q 3' O.C.; STAGGERED t4unt, ASSHOWN DBL 2XB LEDGER J'llllll TO CMU WI 1/2" EXP. BOLT 8" CMU WALL AT 18" O.C. AND 8" FROM qN REINF PER PLAN END W/MIN "."EMBED. FLOOR DECK PER ELEVATION O p NAN.NOPAA-TTERN OU Kw PER ELEVATION sp 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS (>$ 12" O.C. iX2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3l4"=V-V' 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES WI 10d @ 3- O.C. 1ST PLY FLOOR DECK 20 CONT. WI (4)16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 1 Od 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING EA. BRACE. � NOTE: @ TOP OF FLR TRUSS BRACE W/ (3) 12d @ EA 4'-0" OXEANGCAT SHEATHING SEAMS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3' O.C.; NI TOENAIL INTO TRUSS W/ (4) i6d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE C 48" O.C. w/ (5)12d 1'�4" MIN. FROM 2NO. FLR. FLOOR DECK "TOO NAILS @ EA. END LINE 2x6 CONT. WI (8)16d NAILS 30' 1 60'-0 O X" BRACE DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI Bd RING SHANK NAILS 4" O.C. MAX (S OF FLOOR TRUSS PRE-ENG GABLE TRU (1) "X" BRACE CENTER 8" CMU WALL Al 16" O.C. AND 8" FROM INTO BLOCKING . 2 (8T. 2X6 IS FOR WALL (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL REINF PER PLAN END W/ MIN 5-1/2" EMBED. 16d NAILS C 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-1 iX2 FIRE -STOP (AS PER TRUSS ENG PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION !r PLYWOOD SHEATHING, SEE 3 lk 6 NAILING PATTERN "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" a0" PER ELEVATION S_ PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGWEERED WOOD 1x2, 2x WOOD FASCIANAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRROM T LAN S (SEE )2x SEE ARCHITECTURAL MASONRY NAILS 17' O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 t� SECURED W/ (3)16d GALV. COMMON NAILS. TRUSSES a 24" O/C, REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. EVERY TRUSS (VERIFY 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS 1X2 FIRESTOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 W/TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 32"O.C. MAX. SECTION DETAIL 12"OIC ANDAPPROVAL SECURED W/(2)12d's0 AT TRUSSES PARALLEL (VERIFYW/TRRUSNB MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAAT PARALLEL / PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 5 SCALE:3/4'=V-0" PRE-ENG FLOOR TRUSSES 7 6 W/ HIP RETURN SCALE:34"=1'-0 SCALE: 314"=V-0" PRE-ENG GABLE TRUSS — — 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED, BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER FOR STRAPPING o VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH N. U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. lo B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS WI (14)1 Od BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONIC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2" GYP, WL. BD. 0• AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT, PLATE TO SLAB W/ SECUREA CONS. EACH FILL ALL 10dxxT' HOLES, DO NOT USE WEDGE ANCHOR 2" WASHER SET IN HIGH STRENGTH TRUSS/I/VOOD POST CONNECTIONS TRUSS TO BE INSTALLED (N 1U-0" O.C. MAX. TO LED IV-0"" EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 10b 10c OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL '< 8 TRUSS TO POST 00NMECT10N SCALE: 3l4"=1'-0" 'a•_• .: °'. A- SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. ' B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV, NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4.S,3"SDS, (1) 5/8"" A.T,R. TO HDU4 AND (10)1/4" X 2 ill' SDS TO POST @ L.B.W. SS,-��TRUSaCONNECTION POBTTO SLAB CONNECTION `�QALE: 3/4"-1'-0" 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 GA 0,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDOI FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup•com L AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-BB8.2628 FAX: 813886-2802 atTRDM ae L074 SILVERADO LOT #2 BLK. #13 PROJECT# 03719.000-02131 MODE1a 2795—F GARAGE awMG: LEFT PAGE: DETAILS 150 MPH EXP. B JUN NO f!•�I DptmT w 8/il/20 8CA1.E 1/4"=1'-0" B*El= S3.1B GT• GBLE-fN0 HIP N]OF i A 1F ROOF WIND DESIGN PRESSURES NFT(GRO55) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT w OAS ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2"CDX EXT, PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. &8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT WO C AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 04" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 112" 0.120" 170,000 (RI& 0 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 112" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT &'O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL, J ZW Z 0 Ue W Z L5 2 � z Z C Go 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES M. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER ORTRUSS—�_ ■MAIM, -I' �14 ____-11 .—__�,I 1, BUILDING ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD CBd RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6„(N FIELD J\ TYP. 3W' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD CBd RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6„(N FIELD J\ TYP. 3W' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL L CONFORM TO ASTM C33. MAXIMDMAGGREGATE SIZE SHALL BE 3W STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND pRpylpE B%AIR ENTRAINED CONCRETE EXPOSED TO EARfHORWEATHHt WOOD• ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURALDRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CW1AffEPED 3/4' ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, am EDITION . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACIL AISI SPECIFICATION FOR THE DESIGN OF PROVIDE &MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIASS-OON-GROUND WHERE INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL MEMBERS 013 COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMS LAPPED 81NCHE3 AND SEALED WI1H ADHESIVE TAPE. TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES A SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRLXTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY 70 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 OA2 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, W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %* 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 2017, 6tN EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR 70 PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Am, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL- CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT RESAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIM?CA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD-nonconar<ent to -- CFIGRD .nm.mm —f REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26" 06 BAR - 38' WOOD TRUSSES. DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 PH w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 Psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10ps1 BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10p 1, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40P.. GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pst, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW 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 D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,NO PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0144RADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S d- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE $H A L COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-04 OR MEASURING, WANG, TRANSPORTING, ETC. CONCRETE TICKET$ SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDEDTO THE M%UNTIL IT IS DEPOSffED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IBA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUR CE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER i-1n' FOR 05 AND SMALLER Z• FOR NO AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS b12' FORBEAM AND COLUAWI PRBAARY REINFORCEMENT, TIES, STIRRUPS 05 BAR - 30 97 BAR - 42 PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI AS8.1-1982. 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 WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER, MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fin - 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8- TO 101. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, 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 3/8' THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 MI. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy = 35 Ksl, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N 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. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLN:ATKw Slg TYPE SPACNG REMMIp APPLIGTKw 5� TYPE SPACING REEII,RNE 1# FURRW010 CASE HARDENED COA S,dC GARAGEOWRBUD( 11•DA. TAPCONMA90NRY S, 11IC EMBED.,PETApbT., MASONRY I CONC. NAIL111?LONG. TOMASONRY/HNC. NO WASHER fA81ElER 112•EpGEDIST. SW, AL. —DOORS CASE HARDENED WK YQ'C WINDDWNOORIFASTENED GAMOE DOORBUCK tlz DU. W/ EXPAN BOLT U"NC 1"EM3-EDGE 1x PT, BEE NOTES NAIL, -LONG. STAGGERED IN TO MASONRYICANC. TO MASONRVILONC. WASHER 3- EDGE PERT. DWT, wwoav aucX CASE HARDEIE-0WE — WWDDWIDWRlFASTENEo METAL$T PTo CONTACT THIS ENGINEER FOR SPACING _,—NOTE. NAlLI — LONG. STAGGERED WIOMASOtAYIWNc. MASONRYI WHO. REQUIREMENTS EXT.9WNG DOOR q).1 , RAPCON' 1_pIST., 11?EMBED, B"END. NCNEEMNO WOW V!� EXPANBpN fEMBEO.PEYA P�WC fx1CK91PT, WENOTES NO WASHER FASTNER 11Yl EOGE DST. —To— .—ER BOLT DIST.,S•EDGE pbT. zx PTwPlpoW euac 0.13B'PAFx3 VT DON: 1•EW.019T.,11? PTTOSTEEL WL., SEE WIWA9HER STAGGERED EDGE DST. NO ES 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 WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7748078 FAX 407-774-4078 www.abdosigngroup can AA N: 99=25 A.B. DESIVIP-JR00 DRAFTING INC. 5439 BEAUMONT CENTER III SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2828 >IU13DIV. As LOT SILVERADO LOT #2 BLK #13 PROJECT# 03719.000-02131 MODEX.: 2795- F GAP.AGIC SWING: LEFT PJAG)c: DETAILS 150 MPH EXP. B w R ' 8/11/20 SN1 3k O�b , 17 Inv 5,/li (,Q- j