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Home My WebLink About7145 Steer Blade DrI• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES All LIABILITY FOR + INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. 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 99 2795-CAMDEN91 .- 12602 TELECOM [DRIVE, TAMPA, F1 33637 DESIGN CRITERIA: • FWFM 1 BUBB= CODE, Resm1111iA1. EDITION (2017) •ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • YIN. INTERIOR FINISH — CLASS B -BASIC HIND SPEED — Vult=150 MPH V6sd=116 MPH TEXPOSURE — B 1—STORY RESIDENCE — •2—STORY RESIDENCE — YAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT, CALC.'S IST FLOOR LIVING 2,836 Sa FT. GARAGE 611 Sa FT. ENTRY 65 Sd FT. COVERED LANAI 113 SQ FT. TOTAL 3,113 SO. FT Tal: (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIRCONDITIONINO LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR CLEAR O.C. ONCENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.H. PUSH BUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT, PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURNAIRGRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.GJFX. FIXED GLASS SIM. SIMILAR P.G. FUEL GAS SL SLIDBJG FIN. FINISH SE GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND-FAULTCIRCUIT T.O.P. TOP OF PLATE INTERRUS. T.O.LT TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLFSSNOTED H.B. HOSE BB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HD HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH NSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT BON REVISIONS DESCRIPTION 01/25AS ADDED OPTIONAL PENDENT L*14TING AT KJTCHEN 01/25AS FIXED DIMENSIONS FOR STUDY AND DINING ROOM /02/11 REVISE SOFT CALCS 10/I4/11 UPDATED LED LIGHTS PER D.R. HORTON 10/30/11 UPDATED LED DETAIL CUBMES PER D.R. HORTON I OW% ADDED FOUNDATION ON GARAGE BEARING WALL 02/28R0 UPDATED SIMPSON CONNECTORS ILA. LISP 92AM10 ADDED 150-D ENGINEERING REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS 3PWV ADDED PROW ELEVATION F' PER DRHORTON /14/20 CHANGED ROOM NAMES PER P.R. HORTON ALI- WORK SHALL COMPLY 1. , (t'0I~ CO()I~:;:s FLORIDA TR�C (C)OF' NATIONAL cL1- .� p�'iiI.LS AI�'10 THE CIV Or' ZF' Y ORDINWCES PLIN�Lt atV11N INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2B-FRONT AND REAR ELEVATIONS "B" PG A3B-LEFT AND RIGHT ELEVATIONS "B" PG EI-ELECTRICAL PLAN PG P1-PLUMBING PLAN PG MI -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 PG SI-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3.lB-DETAILS PG SNl-DETAILS DESCRIPTION 1441 N. RONALD RFAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003328_j DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 8138863802 z OM BtMDIIV. lk TAT: SILVERADO LOT #20 BLK 13 PIROJW 03719.00 -20131 '92 2795-B" GARAOIII 9KING: LEFT PAGM: COVER SHEET 150 H E . B SRE W ORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 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. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3, DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SWILL 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 ARCHTTECTIENGINEER. 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 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSt1M BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %,INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- (" 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, LINO. 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." A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) 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 ROOFAWLLIFLOOR 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. PLUI11111tiO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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. 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 R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & 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. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEq.M 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ 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. EXTERIOR SOFFTfE 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$88.2828 FAX: 81&888. 2 Of BtMDM & LOT: SILVERADO LOT #20 BLK. 13 P1iOJ=T 03719.00Z-20131 mo� 72 95-B" GA12AGa DWING: LEFT PACE: GENERAL NOTES 150 MPH EXP. B D= 10/19/20 aCALE: 1/4"=1'-O" alil?QL" 1" GN II FLOOR PLAN NOTES II • ALL OW11INSIONS ARE FROM PAC! OF T W BLOCK WALL (OR EDGE OF MOM &.AIS) TO PACE OF WALL STUD LINO. - ALL INTERIOR W4LLA ARE 3 V UNO. RY • DER VENTED nw=o I ROOF (VTR)NOT sCREE1Amo. - AIR =IPRA! 44 EssSET ON 'X44' POURED C.ONC, PAD. PAp BEOINS •' RSOP'I BDGE OF Sfllmmi. - SEE 04M ON I = GIVILMAL AND 6TANDARD BUILDING NOTES. • ALL NABITABLB 00" TO NAVE ARC FA/LT CIRCUIT INTEIEIiRIR • ALL RILL FEIGNT BLOM WALLS WrAIIIN PILLBD CBLLs WTNOUT OPENIM ARE SHEAR WALLO FLOOR PLAN SCALE: V4' . P-0' SQ.FT. CALL. S BST FLOOR LIVING 2A36 SG. FT. GARAGE 61S Sa FT. ENTRY 65 Sa FT. COYERED LANAI 133 SO. PT. TOTAL 3,10 SQ FT. 0018'OIEIR AID Cl/ODIIO YID LOPOB RABIC wD Ef FOBBE FOR i 8lOOID aIB18 OPEIND$ BOMIIBBB " BBM41f8 NDTRIE MIN. WINDOW 243/-329 CRITERIA EXTERIOR SWING23.4/-30.'1 DR. MIN. CRITERIA E SrXD. MIN. 2./41A0CRITERIA 162n0 OJ ID. 208/-24.9 BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=H. EXP.—B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODDTIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONRIOLDNIDOWN SHIM AND SECURE RADIUS CORERS,COUNTER SEE vARIES TOP MATERIAL TO PLAN CABINETS. BRACKET • INSTALLER SHALL BLOCKING INSTALL PLAT ELECTRICAL BOX �DAR REINFORCING AT ENDS OP PARTITION ARIE KITCHEN DARE C Q / BRACKETS AS WALL 3NECESSARY. 2'X6'X35-1/4' m LOW WALL i 2'Xb' STUDS • 16, O.C. W/ 1/2' DRYWALL A e TYPTCABINET SECTION "a a VARIES e0 OPENING DTL. B SCALE= I . I'-0. 1441 N. RONALD REAGAN BLVD: ORLANDO, FL 32750 PH: 407-774eO78 FAX 407-7744078 www.abdosigngroup.com AA s: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134188.2628 FAX: 8134;W2802 BIVISIDIV. Ee IAT: SILVERADO LOT #20 BLK. #13 PROTECT 03719.00t-20131 moP 72 95-B" GARAGE NWI IG: LEFT PAGE: FLOOR PLAN %150 MPH E B S'-4' BRG. 1 S' 0'-0' FIN. 1 0'-8' CRAPE (t 9'-4' BRG, HGT.o 0'-0' FIN. FLR.y 0'-8 C..7x FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER F6CR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH .V-20'-I' SLOG. HGT. lOOF 14EELL WGT ATIVE e CO G AP 10'-0 FIN. FLR. e (MINa BRG. HGT. EA OF ATTIC = 3972 SO, FT. T FREE VENTILATION AREA REQUIRED 1/ 300 DUIRED VENTILATION AREA = 3972 /300 = 13.24 NTILATION AREA X SQ. INCHES PER FT. (144) = 1906.56 SQ. IN. N. REQUIRED VENTILATION = .5X 1906.56 UPPER PORTION OF ATTIC OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 ITOTAL# OF VENTS PROVIDED = 9 "AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG -- — — — — — — — — — — — — — — — — — — — — I I I I PRE-ENGINEERED I TRU88 W-4' BRG. HOT. I - I (2) 2X12 BM ( TRUSS TO BEAM I I.-C. 8 CONNECTION Wit SIMPSON HIOAR 1'•0' OLGT2 Wl Wd X I J' HDG NAILS, I I FILL ALL HOLES. I v v M I I 4x4 P.T. POST POST TO BEAM 4 FI I b+ I OST TO CMU I I -d', I I SIMPSON CORIECTTABU 44 OR EQUAL FOAM CAP I ) STONE VENEER I 0'-0' FIN. FLR I - — — — — — — — — — — — — — — — — — — — — — — — — i COLUMN DTL. A SCALlit 1/2 • 1'-0' iJL�I m n X2I I _ = —LOUVER I I\ -6, B SC LOUVER DTL. ALE, V2 • I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdaslgngroup.eom L AA 9: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 10 FAX: g13-0862802 10 asrr ssss t sltm5m ee X.074 SILVERADO LOT #20 BLR #13 PROJECT 03719.00t-20131 mopmIa 2795-B" GARAGE 8WMG: LEFT PAGE: FRONT & REAR ELEVATIONS "B" 150 MPH B S'-4' BRG. HGT.00 FIN. 9'-4' BRG. HGT.t, 0 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT a 00 ®® o0 00 - - - - - - - - - - - - 00 �� - - - - - - - - - - - - LEFT ELEVATION TEXTURED FINISH STONE VENEER TO ESE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT a o a --------------------- ------ ------ ------ ------ ------ RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 9'-4' BRCS. I-IGT. 0'-0' FIN. FLR. -- X0-BTGRZMIN.) o 3'-4' BRG. W.T. 0'-0' FIN. FLR. -- -B G! MIN.) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA iF. 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-22628 IN FAX: 813586-2802 IP', unary as r oT SILVERADO LOT #20 BLK 13 Od�CT*► ►3719.000-20131 Mopml, 2795- B" GArtAGIC DWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS "B„ %150 MPH FAT. B ELECTRICAL LEGEND SYM.. DESCRIPTION 4�:-• SWITCH.41T LAARD SWITCH 4 SWITCH R SWITCHHHBUTTON ISCONNEGT T HERMOSTAT INGLE RECEPTACLE (125v/20-AMP NGLE POLE) h7V DUPLEX RECEPTACLE h9V DUPLEX RECEPTACLE (E6X)IPPED ITH GROUND FAULT RJPTER/TAMPER RESISTANT TYPE) WPV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 41� XTERIOR WATERPROOF/GPI CEPTACLE (GROUND FAULT 7ERUPTER) 10V CIUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 UARE :ONNECTOR) L MOUNTED LIGHT EILNG MOUNTED LIGHT L]LED CLG. LIGHT ENT LIGHT OOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SO. FTJ Qom 3 BULB LIGHT FIXTURE 412M 14 BULB LIGHT FIXTURE — 16 BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL C 4AN DER CABINET LIGHT CAI 'x4' FLUORESCENT LIGHT (RECESSED) m Ix4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) . x f9 Km O CESS LIGHT CESS LIGHT (VAPOR PROOF) EILNG MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) - METER (FIELD VERIFY 1-Q -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) ILNG MOUNTED FAN 0 FAN (I CFM PER Sa FT.) JACK O 01 DETECTOR (CEILING MOUNTED) ® x IMES W.X MOUNTED OUTLET FOR GARAGE TV JACK •1c PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETNG. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • WI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM NTERMITTENT PER TABLE MIS01A OF OF bo TN EDITION (20112 LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • URNS METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL bE SELECTED SY ISUILDER AND LI 15% OF GHTING MUST BE ENERGY EFFICIENT TYPE PER FBL. ENERGY CONSERVATION (RESIDENTIAL EI�RGY E'FFKIENCYJ 2011 6th EDITION R404.1 UP ----------------------------- COVERED LANAI PRE -WIRED _Qm CLG PAN FIXTURE Q I I I 1 UP GPI I PRE -WIRED \ I \I I CLG FAN \ ----- ------- --' I --------- —S.D. /CO\\� G. _ 4'_4M I 4M_0M .F--_�� V7-1----------------- / GREAT ROOM VP 1 \\ V 1 f �1 / I I \ I I BATH 1 I 20p � S D i PRE WFAN CLG GPI / (y{ I IFORM _ I --__ KITCHEN I MULTI-GEN BEDROOM / OF \\ ------------ Q-1 ! -PLUMB r \ DINING 1 \ P © IL-_ I I \� ROOM PED CLO CLG Fay v_-- LAUNDRY 01 CLG FAN PRE -WIRE € --------� __---_ ---'" 9 �- . FY MULTI-GEN SUITE— \ I / BEDROOM PRE -WIRED \ �\J CLG FAN 1 '� ___________J \1 I PRE -WIRED CLG FAN i CON S 44' Wa 1 APP. UP i 1 11 44' \ AFF. -----� I \ \1 LJ I AS REGL / WALL MOUNTED \ PER BLDG. I \ CODE \ -� LIGHT W/SIIATCH IN ATTIC I \ I \ 3-CAR I \ \as, GARAGE qT-- "-----\} %� \\ FIB / I n -WIRED FAN CLG. GF1 OUTLET (CLG. GFI OUTLETFOR METER FIELD OPT. GARAGE DOOR /�/CLG 1 FOR OPT.WP (GARAGE POOR/ GFI I € VERIFY OPENER I OPENER / 4. GFI I // Pa FOR /L IRRIGATION / CHIMES BEDROOM LET I �e I / I --------- ENTRY (fIl a ELECTRICAL PLAN SCALE: 1/4' . I'-C' WP Panel MAIN -A PANEL: 8/I6 Bp at. Mwk. VOLTAGE: 120/240VAPh MAN: 150 Amp M.CS FEEDER: 3-91 L1 TMNN & 1-a8 Cu (G)In 1 10 C. OR 3-02,0 AL THWN & 1- 08 Cu (G) In 1 1Ar C. wt. I'N• sr o..n wm c••Yt u.et wm Ib Fob wtn nz ID mnler mlwnM ,xm 1 z n2 x m .Puw Puny I000 a a a .cm pu-I m x no T e PANEL - A PANEL: 42 cR Meeker VOLTAGE: 120/240V-IPh MAIN: 150 Amp M.L.O. FEEDER:3-81 Cu THWN & 1. N6 Cu (G)In 1 10 C. OR 3. 9=AL VHWN & 1-a8 Cu (0) In 1 12' C. wl. nb r owl wm el,..n aI,.Y wm B.. ew Ie F•N vR. , 2 e00o . p m z w iiz m ,Ac,Nw./Ib. BN ,m b nz iID 9.Y AOP•.N• tem e a 4am aw N•Wr m z no •Ix 1 ID a 1eID 1 e •12 1 ID A.c w. AFtl 16ID a to 1xM tw NOfI m 1 .2 n2 i m BNn QM R. 4 I—= 11 12 lam hw•hr OF m 1 nx .2 1 ID F IWI AFCI I= to 14 soap Ofl m 2 w0 At• , 15 a•r Room L.N& AFcl my to 1e to to Imo .-NI a I wz at. 1 le =400AFa m• ,o m I= poor OFl m 1 .2 n21 1 .2 a m a a ePa 90o adn AFp B.M1.. AFa 1e 1e I wI sN • x1 a tom iA. � m 1 nx a . a . a aI m az 1om bn nw•o. I wz a •. w a s "� M z ffi a • AA:AHY1 a AVA •Pas atm aT ae ae 4a a g 41 u Low• btlw.tleNtuc•ku4lNhlb te10a xT/W La•e •ul •nlb Onv.bbd. cMcuwb.11M r u ns: ASSNEVIATION8: Alq: MC fAl1LT—N.wWPtm1 Not NONCOw WLcIW WI: BAOUIDFALLTIN1EW IER ra. by ,•e.n.u,•ela atm F.11M MAs• IM44 ta00a R•.•w Mh �.a16 13—M T•IYAMIwa ee. IOY Ib Nu• LOAD CALOULATNIN 19 WED ON AC NON-COINCMEIT LOAD Tar cw•,gw L.eW.b amw T•bl •Ix.sw IA] G., 1 Y&!m & Ree• r•Y. Lod ThNI MC FN Z795 9•r,.. W a Nw aw I . Ft. 6385 +• 1 YBSWAI Mat 100% 65 TA. Mn.•I LI N a R. w• 450 LED LIGHTING LED LIGHTING -----�` (� SINGLE LAV. Ca? SINGLE LAV. I �I MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I I I � 1• � � I '-6' 4'-9't7) 6'' I ---�� -------------- LED LIGHTING @ DOUBLE LAV. BEDROOM 2 AND 3 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. ELECTRICAL MATERIALS AND NSTALLATIONB SHALL C MIFLY WITH ELECTRICAL PROV161O18 OF THE Palm atw MDiT10N r20nJ LOCAL CODES, AND ALL LOCAL "CUP COMPANY MCU"WA'ENTS. B. ALL CONDUCTORS SMALL BE TYPE TNHNRFMN UNLESS NOW OTHERUSG POLER C 0MPAI TRMIMOPMER PROVIDE BO AMP, CW4410 VOLT, I PEAS! SECONDARY - ELECTRICAL SCRVICC FWADE 3 4 COFFER (OW N 1-1/2" OW SCHEDULE SO PVC COOW OR PROVIDE 3 2/0 ALUMINUM (AL) N 2" CIA 6C1•EDU.E M PVC CONDUIT UNLESS 6E1110VICE 16 PROVIDED BY THE ELECTRIC COMPANY. C40PONATE WITH THE ELECTRIC COMPANY PROS TO DUO. LED LIGHTING ® DOUBLE LAV. BATH 1 PROVIDE "/D CU, n" . FS CU N 2' CONDUIT OR 3 AM0 AL, THMN . FS, CU N 2• CONDUIT OR 2/0 AL SE)! (CONDUIT TO TER'UNATE ABOVE SCRRT • OVERMANW ISO ATP DIBCONECT OWTCM AND I20A40 VOLT n ELECTRIC MISTER N I PHRASE MLO COMBINATION EBRVDE NOMA 3R 04CLCSM PANEL "_ A/)P I MOB ENTRANCE E SERVICE CABLE 7E ENTRANCE ENTRANCE SERVICE BNTRANOE Man•NENr MaIPrIBNT NTERlYSTEM BCNDM TERMNAL AT LOW VOLTAGE CONNECTIONS, 1 A4 CU SERVICE GROUND CONNECTED To CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF THE CDITIGN [201T1 BAD" DIA X S PT LONG COPPER CI.,4D GROUND ROD 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7744307a FAX- 407-7744078 www.abdeslgngroup.com AA S: 0003325 DRAFRNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.686.2628 FAX: BiSNE68.2802 I�IIIIIIIIII ,e,mee„e,., OUBDIV. &a X,07 SILVERADO LOT #20 BLK #13 PROJWT 03719.00—20131 mopm 1 2795—B1' GARAGIO OWING: LEFT PAGi� ELECTRICAL PLAN 150 MPH EXP. B Dww 10/19/20 OCA*-"• 1/4"=1'-0" ORL')laT E1 r— i — — — — — — — — — — — I I I I I I I I I I I I I I 1 I I I — — I I `----------- 12�_II. I --- -- i�n IIII IIII — 0,12 IIII II •14 II rp I OO 14 0 1 I I I D ti I t 1 LAV,— II OPT -------------------- — I F _ F'RE-PLLMID----- ------- I m II 0 N al 1 1 1 — — KITCHEN SINK W/ I AUTO VENT I 1 i jgii N 1 I 2' VTR 2' YTR L— _ OPT„ 2' VTR I/1' • L---- -------i i I/2" 2 1� LAV 20'-3' 2 UK: I I/!' I I/2 1 1/2' 2' VTR 2' YTIR LAV `+ N r---- ---------- LAV 3 3' L.T. WASH. TUB '� - LAV ROUGH 1 1/2' WC V2 TUB 3 IN LAV 2. 3. 2. I 3 3' 3' 1 25'_g• I "�- - 2'-6' YI'_9• skvx BFIWli WC 2 I IR' MG. LftWC SINK SUIC AV. LAV CO I WG I 2' TO � MAN ----- PLUMBING RISER Q L — — — — J I I - -- IS' -'I' 20'-2' 6'-10`' v N I �D I Y I I — n HB I 1 i PLUMBING PLAN SCALE. 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAIL 407-7744078 www.abdeslgngroup.em L AA#:0003325 - DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134W2828 FAX: 813888-2802 ' IN 11111111111 SUBDIV. & LOT: SILVERADO LOT #20 BLK. #13 PROJECT# 03719.000-20131 MODEL: "2795-B" GARAGE SWING: LEFT 1PAGE: PLUMBING PLAN 150 PH WR B A. A NO i PRINT DATE: 10 19 20 SCALE: 1 /4"=1"— 0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SWAL , BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRICTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS MALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL WI CLASS I AIR DUCT AS PER NFPA 80A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TI4 EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 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 RDOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 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. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOW&. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THIQU AIR GRILL r-------------- —7N I I BEDROOM I I 1 I I I I I I 12X12 � ff 12x12 i CAFE 12X12 NOTE - - - - - - - - - - _zz=zz ALL HVAC TO NAVE PROPER i A i PANS W/ DRAINS ATTIC I SECURE STRAP To CONC. CONDENSER I O C 4" 8X4 CEILING EXTERIOR WALL WIS ROLL STRAP W/ (2)-3A6'X2' TAPCONS WIT SM O O EIh GIUAL I BEDROOM PLENUM y AIR RETURN I I 8X4 IF SUCTION AND LIQUID SECURE STRAP TO WIT W/ (2) LL-J -- AIR SUPPLY y REFRGERANT LINES 4' CONCRETE SLAD �XI i/4' SHT. MTL. SCREWS 9° 20" " � OPT"" I I 4., s'--°" y AIR HANDL R CONDENSER UNIT ' L I EXTERIOR WALL — — — — _ ''---,ZXa D�. y 3/4'PVCCONDENSATEDRAIN LINE CONNECTION TO PAD 1OXs __ __ i , EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB NOTE: MAN COND. DRAIN 3/4' DIA PT 8" T R REFRIGERANT LINES TO OVER HEAD • 12' PROM STRUCTURE 12X8 �� 18X30 PLATFORS1 RETURN CONDENSING WIT r - - - - - - - - - - - - - - - a ® R TRAP DRAIN LINE AND TERMINATE 1 12" /+ IN AN APROVED DRAIN, AS PER FDCR 6TH EDITION (2011) X4 MECHANICAL SLOG. CODE i MMII GEN HVAC SECTION 301.2A DRAINS I spa ' u _ ROOM I ------------ COUNTERSUNK I O SC0RIATED NICKEL PIN. FLOOR PLUG BRONZE FL. PL. OR WALLC.O. I -6 , F - - - - - � SEE SPEC. /f� I L - - - - - J m -- I.-8'XS' CONC. BRASS PLUG FIN. GRADE 3-CAR GARAGE OR PAVING FITTING OR EXTENSION TO FITTINGS OR SOIL R WASTE A8 REQUIRED EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERVES NICKEL BRASS TOP CAULK _1� P.VC OPTI/SPEC vFLOOR SLAB CLEAN —OUT (TYPN vEXT. GROUND CLEAN —OUT (TYPNT5 MECHANICAL PLAN SCALE. 1/4 - i'-0' COVERED LANAI ------------- DINING II I ROOM II I I II I I I 4' DRYER I I 6X1 ' VTR II I I I I Emy PORCH BDRM.3 BDRM. 2 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdeslgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813888.2828 FAX: 813IM2802 > unDm As L,OT SILVERADO LOT #20 BLK #13 PROJECT# 03719.000-20131 Hopmu 2795— B" GARAGE 8WUM: LEFT PAGE: MECHANICAL PLAN %150 MPH EXP. B PER MR. 2X4 TOP PLATE PE� T PRE -FAD TRUSS in, G-G. COARD V2' DRYWALL --�— TOr SECURE IST. — PLATE TO SLAD W/ 10d MASONRY NAIL • 32' O.O. MAX FIN. PLR 2X4 WOOD STUDS *24' oa 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.G. OR NOT LESS THAN 2x6, WHEN SPACED NOT MORE THAN 24' O.C. 1 TYP. INT. WALL(NON—BRIG.) D1 SCALE: 3/4'.I'-O' FIBERGLASS SHINGLES OVER W FELT PAPER OR GYNT14ETIC PRODUCT, INSTALLED PER SECTION 14105.1.1 ON J' O.S.B. SHEATHING OR I' 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 VIA. •7LttVt, O NOT CUT BOND BEAM SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE: 3/4'-1'-0' 5/8 GYPSUM BOA OR 1/1' HOW STRENGTH CLG. BOARD SEE ENERGY CODE FORME INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TTP. OH. R-4.1 INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING—� STRIPS • 24. O.C. 8' CMU� tR' GYP. ILL. BD.— / �— WOOD BASE 0'-0' FIN. FLR� UK m n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rws.1.1 ON I}' Ohlk SHEATHNG OR 1' COX 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 0'-0' FN. MR. TYP. WALL SECTION lJ—NO OPENING NOTE: PER SECTION WS.1.1 - FOR ROOF (4)1—STORY HIP BLOCK WALL (-2)OLA ERIUNDERLAAi`M' ENT 8Y8 EM D1 SCALE: 3/4'.r-0' 18 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 6'151 sM raw er u� . sa : 2B GAS LINE THRU BLOCK a1L4 N'•M11' FIBERGLASS SHNGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON I. 0b9. SHEATHNG OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE I'-0' TYP. MTL. DRIP EDGE 0 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. CsA61.E TRUSS WEEP BCR£ED 2x P.T. SECURED PER STRUCTURAL DETAILS / �c wera To ... ZN; s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' 1 —2X4 SPF 24'Or- MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— STIF BACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS --- CONT. 2x RAT SECURED PER- // STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK 2 COAT-1--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR • a. a' cm a v. ti ,a ° 4 n W/ WINDOW OPENING es R-43 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bQ P.T. PURRNG STRIPS • 24' Or- 1/2, GYP. ILL. BD. WOOD BASE — FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906.0 ON J' Oh 5. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG.GABLE TRUW WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY l�l 0'-0' FIN. MR. a. H TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-0' 1441 N. RONALD REAGAN SLVD. ORLANDO,FL312750 PH: 407-77"078 FAX: 407-7744078 www.abdeslgngroup.00m AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: S13888-2628 IN mommmmmmwr FAX: S13495.2802 sUDDIV &g LOT: SILVERADO LOT #20 BLK #13 PROJECT* 03719.000-20131 1[O�Eio 2795—B" GARAGE 8WING: LEFT PAGE: DETAILS 150 MPH EXP. B Im 2XS P.T. • CE TI R OF DOOR FEARER SECURED W) (U N' X 0' J•BOLT W) 4' MN. EMBEDMENT UV 2' X 2' X US' WASHER 4 NUT OR aV (2) v)' X S' ANCHOR BOLTS UV 2' X 7' X VS• WASHER 4 NUT m SECURE 2X4 ON AT TO MA ® FLW/ MA60NW NAILS. 2Xt. GARAGE DOORRK SECURED uv r6) y X r J•190LT OR A)4CFIOIc ® BOLTS. UY 4• MN. EMBEDMENT, UV 2' X 2' X US• WASHER 4 NUT. (I) WITHIN S' OF TOP. (U WTHN S' OF TFE BTM. (a) EVENLY SPACED. ® m NOTES: ALL ANCHORS SHALL BE N ACCORDANCE TO H~ACTU4EWS INSTALLATION NSTRUCTIONS WERE lm NRM ALbCW NATNUCTIeNM AOe?§*Jdo R GARAGE DOOR 1 BUCK ATTACHMENT Rena w • M f 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 e• cm V DRYWALL WITHIN 8' OF EACH END 4 NOTESTRUCTURAL 2X I6' OjC. MAX SPACING. I'X4' OR 1'X2' P.T. NAILER MUST BE ON OUTSIDE 4 2>(b� Ix4 P.T. OR 4)4X4' MIN. SECURED THROUGH SECURE TO BLOCK W/2-R1(r' NON-STRUCTURAL 211r' SECURE TWIRU FRAME 4 ❑(DOOR TAPCONS TAPCON MIN. IY4 EXTEND IY4 INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK %- TAPCONS MIN. HEAD SIZE JIM • cm ❑W/ (MK SHAWL SIZE .145 MIN. EMBEDMENT I Y4) 'DRYWALL MIN. HEAD SIZE 300 MIN EM15EPMENT 1• 4' WITHIN 6. OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR 1•X2• P.T. NAILER WITHIN 8' OF EACH END t 2X84>o 18' O.C. MAX SPACING SECURE TO BLOCK W/2-%' )f6' O.SUS. X 41 MIN. DOOR CASING TAPCONS DOOR CASING (MIN. SHAWL SIZE .145 JAMB WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT 1 Y4) X ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. IB' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB NOTE, SHIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED Y49 (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +6/4 DOOR JAMB TO BLOCK +1-IB/p" A IIDLDOV TO BLOCK +3 4 OR + 4 TO BLOCK +1-18/ 8 ALE: N.T.D. ` 5CALE, ILTA. 2X4,m SECURE TO BLOCK W/'16' TAPCONS OR (MIN. 814ANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' Or- MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%' TAPCONB(MIN, SHANK SIZE I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 6' OF EACH END t B. GT1U 18' O.C. MAX SPACING. �• D�.� 2X8,mo � I'X4' OR SEATO BLOCK W/U-RX•' IMIN. BHAWC SIZE .145 MIN. HEAD SIZE 300 DOOR MN. EMBEDMENT I Y4) ATTACH WITHIN B' OF EACH END 4 MAWF L I•X2' P.T. NAILER CASING JAMB OR WINDOW TO 2X PER ACTURES DETAILS, IB O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (00 NOT EXCEED Ys') DOOR JAMB TO BLACK +1-1//2" @11IIJ1101f TO BLACK +1-I/2" SALE, T . 2X4,m TO BLOCK W/ V TSA� 8 (MIL SHANK SIZE J45 MIN. HEAD SIZE 300 Mrf,L EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X I8' OTC. MAX SPACING. MUST BE ON OUTSIDE 4 DO= SECURED THROUGH SECURE TO BLOCK W/U-Va' NON-STRUCTURAL Va' TAPGONB TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT I Yi) 8. cm WITHIN 8' OF EACH END 4 JS' DRYWALL 12> OTC. MAX SPACING ❑ I'X4' OR I•X2' P.T. NAILER ECUR BLOCK W/!-' SECURES CASING ASTO PCON (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MN. EMBEDMENT I Y1)—ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +E � �4" BIJ)CK +2 1%4 D TLDMUDOR TO " , NT . 2X4a SESTO BLOCK W/TAPCON (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS• O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V'NON-8TRUCTURAL Vo' TAPCCN MR I-& (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cmMIN. EMBEDMENT 1 Y4) ' DRYWALL WITH6' OF EACH END 4 IB' OG. MAX SPACW-, X4 OR I'X2' P.T. NAILER 2X800 SECURE TO BLOCK W12-w6l TAPCONS DOOR CASING (MIN. 6HAN . SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER 18, OC. MAX SPACING MANUFACTURES DETAILS. Xeta, rr.r X�oo ro Nae� 4n�,00 Xor omA•, DOOR JAMB TO BLACK +3" E SCALE, N.T.S. 2X4m 6ECURlE TO BLOCK W/ V.' TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MR EMSEDME4T I Y4') WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK WW2 -VISION -STRUCTURAL V&' TAPCOWMN. SHAW SIZE TAPCON MIN. I-& J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8• CMU WITHIN 8' EN OF EACH D 4 K• DRYWALL 18' Or- MAX SPACNG. 2X9,m ❑ 1'X4' OR I'X2" P.T. NAILER SECURE TO BLOCK W/U-'%- 2ND 2X SECURE TO TAPCONS(MR SHANK SIZE STRUCTURAL MEMBER 145 W/l2)I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4') OoR CASING WITHIN 8' OF EACH END 4 DOOR JAM15 OR WINDOW IB' Or -MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO MUMS JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3" /rat UINDOIT TO BLACK +3" ' , N.T.S. 2X4a SECURE TO BLOCK lWY♦' TAPCONS(MI•L SHANK SIZE W5 MN. HEAD SIZE 300 MN. EMBEDMENT I Y♦') NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL Vo- SECURE TO BLOCK WA-1/4' TAPCON MIR I-Y4 TAPCONB(MIN. SHAWK SIZE EMBEDMENT INTO BLOCK .145 MR HEAD SIZE 3W . CMU MIN. EMBEDMENT 1 Y4) y�. DRYtU•4LL WIT14N 8' OF EACH END 4 IS' O.C. MAX SPACING. 'X4' OR IW' P.T. NAILER 2XD» SECURE TO BLOCK WA-1/4' 7(�• 0.6.5. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MN. HEAD SIZE 300 MR EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN 8' OP EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Xelb w+r Xm,o ro Rans y,� rt» xa Oei;•, DOOR JAMBS TO BLOCK n•' + WABLOCK +337-/71/8IB" SCARKO 2X4m, SECURE TO BLOCK Who TAPCONS (MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 IS' OiC. MAX SPACING. MST BE ON OUTSIDE 4 2X&� SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL R1i' TAFro" TAPCON MIN. 144- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CMAI WITHIN 8' OF EACH END 4 V DRYWALL IV Or- MAX SPACNG. ❑ VX4' OR VX2' P.T. NAILER 2XBa SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN, TAPO" CASING (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 34W MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 6' OF EACH END t TTACI4 TO 2X PER IB' O.C. MAX SPACING MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H A BLOCK +3 314 " 'LT . 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdaslgngroup.coIn AA N: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN: 82.3E8U-2828 FAX: 8134388..2 1p03719.60t v13a><v as LOT. SILVERADO LOT #20 BLK 13 nos= —20131 Lrscp 72 95—B° GARAGM 8VMG: LEFT PAGM: DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/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 104563 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/202D 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/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 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 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 22/32/2020 104465 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 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31./2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/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 1Z/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/31/2020 FL 12019.2 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL 15332-115 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FU#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL S684.2 - 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 1S279.2-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'-O" EXTERIOR DOOR 2017 FBCR 1Z/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELTTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891A-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 1Z/31/2020 FLIS216.1-97 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 30477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 1Z/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/32/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 1Z/31/2020 FL 7006.14R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.2 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 @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-7740078 wwwAbdoeigngroup.00m AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 186-2628 FAX: 818386-2802 wry. J SUMEV ae LOB SILVERADO LOT #20 BLK. #13 P1tOJ>QCT 0371 .00 -20131 mo:pz id 2795- B" GAR40310 B►wMMOe LEFT PAGAN PRODUCT APPROVAL LISTING 150 MPH EXP. B PREFORMED C40WIWL .IOIN RANGE OR CONTROL JOINTS Td BE WILED TIED TO LATM.I- OL MAX (YEW.) b%= DO NDT PASTEN CONTROL JOIN TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES W GROUPSMC R�POO low Tom. DURING INSTALLATION —� PERS ASTBTO BE SPACED-7 . 1' OG. MAX VERTICALLY / TN m3 COAT came T ftm r UM LAYER 4, FORTIPIWA 1 BELONG PAPER APPROVED METAL LATH PASTINED 01' (VERTJ O.C. MAX AT SUPPORTS URB LAYER 9, STUCCO WRAP WOOD eFEATMIS ro LATH SHALL NOT BE CONTINUOUS r•Tor r•Tov THIRD" CONTROL \ JOINTS BUT SMALL BE STOPPED AND TIED AT EACH IMM PROVIDE 2X4 BLOCKING PER ASTM CV61 uv14 PLACED RAT MAX. 6' TO S' \ FROM CONTROL JOINT 04EN CONTROL JOIN PALLS ON / IiASTENER S FOR LATH TO BE NALe O\R i STRUCTURAL eno STAPLES IN OCHM.IAHOE IW A61M Oil 2. WRE TIES TO BE (NO. IS) 00416' WIRE A BLOOKIN6 SHOW MAY BE IN ADDIT \ TO UA.L STUDS REQUIRED PER PLAN IFPC�-!!w 0-4 0 50�� til OLIOLD INWIO•PLA O Pr. A INBMO 7. CIEA16 . Pr. a L CYAIE . Pf. C hA ��i)y'tT swba E ICOP.yJ ow mob O.eLAP I. EXTIM W. an 0m SCATWNIIL Pa6NMSC.YIT FASTEN 4. OD. PALL OL FOLD NANO • Pr. A L CYAN . PT. a FOLD • 4► ® L TOLD Wa1N0 . FR. A L aYAN . Pr. a ►.0 MAN. PT,C 4 Pol.o PI. c OAIW Pr. E TILL Pr.O 70111CMIS M*rMM ILANN I. a"`` KAN N fL""' w,Se TIo1R SEAL FOL0, on tIl T C 91ENT IL IO. 2 COAT bkZL APPROVED OWLOMG IURAP SHALL OE LAPPED A MINIMUM OF 6' / VERTICAL LAPS (ROLL ENDS) A 6' . HORIZONTAL LAPS. ALL SLAMS NEED TO TAPLD WITH FORTIGER SNEATHM6 TAPE // rrflN tAP.rant utN \\ LATH vEill LAP TO BE V . METAL LAIN UM LAYER-1. STUCCO WRAP • �Iy / I BUILDING PPAPEPORMFIBER� I 2 ecALEER. LAP ® KICKOUT DETAIL I. PIN LAIN LAP, 4ONR ALL LAP eLAPS OF METAL PLASTER BASES SHALL BE SEC2MD TO FRAMNS MEMBERS, THEY SMALL BE TED UT14 00410-K (171-ISM) W IS AT INTERVALS NOT MORE THAN I' (22I-MP11 A6 PER ASTM CW63 11AL WOOD STUC S4EATHUNS BUILDING PAPER STUCCO — i' TNICK 3 COAT CEMENT PLASTER META. LATH Uwe LAYER Q, PORTFIBER BUILONG PAPER WOOD SHEATMIN6 FOR REREPAIR OF TEARS HORIZONTAL LATH IN UM LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL YLFIOUSE WtIAIr TAPE PER MANE. SPEC. OR PEEL 4 STICK LAY LAYER LLI P R (PPAPS OILY) PAPER nRAa a<Y) LAYER % f+ DO WRAP ~ff OPLYI AYMM OP 1111111.010 ~ MALM rLA.WI. wrap LS 7116ME �E ONLY) a'7y i—NVI f! on OL ROOF �I Fe� WIN TOM WEAL fEOO CR fiq.DEM, GQtlQLON .W � O IOC.. WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 'j' THICK 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WREI 4 TAPE OVER ROOF/WALL SCREED 5'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. 4W OW-ADHEIIU O M B*BRM! R.ASMG (CGM PATH" U4 NOUN WRAP MATERIAL) OVER P OR L06 PIPE PENETRATION CUT AND OVERLAP ONE I DE OF SELF-APMtMa MEMBRANE — FLASLIM INSTALL PASTENERS (CLM. STRAPS, STAPLES) AS — woutI ED TO SECURE PIPE/ W IM TO PRAMNG PIPE N.T.S. W1.6' OW-AC*EWP Ci MEI'INRAPE PLASHING (COMPATIBLE W) MOUSE WRAP MATERIAL; OVER 4SNY SELF-ADISCRM6 MEMBRANE PLASHING OVER APPROVED MOUSE WPAP. R.ASkIl14 TO EXTEND OMO PIPE C �•��p LIT AS D OVERLAP ONE 06 OF STEP-.R.MAGMM4-ADMEMId MEMBRANE WSB LAYER -1, STUCCO tULb1P Wd LAYER •2. FORrFBER BULDINS PALER METAL LATH - 6'1f6' SELF.ADHIPma MEMBRANE PL46MING OVER 4LAW SELP-ADNMRM MEMBRANE PLASHIM OVER APPROVED FIOUSI WRAP. RASNINIS TO EXTEND ONTO PIPE COW. BEAD OF SEALANT AIR SECTION PER SECTION RIM7 BQaI)f UWeea WINS WIWWIfrYa Fxlerbr ose d porWarM o—m plaster MINI comply with tita applkation requirements of ASTM C 92612A. Installation of a dwW lathhg and frerrirg shaW comps Wth ASTM C 198312A. LEGEND DRAINAGE PLANE (WRB LAYER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - ...... - BUILDING PAPER) METAL LATH STUCCO X—X—X—X SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-1-09, MIN. 2.5 L55. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD, ORLANDO, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA #.. 0003325 DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33 334 PH: 8134MO-2628 FAX:813886-2802 BI111111113 SUND:v ae LO'n SILVERADO LOT #20 BLK #13 0 71 0-20131 aco� 795-Err OA> AGZ ewa902 EFT PAOIL'. WALL ASSEMBLY DETAILS 150 MPH E . B A Dp TM 10/19/20 tCAM 1/4"=l'—O" WA1 r►.',�; 4 BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, 6I0E(8) AND BOTTOM PLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM. 2. a DBs. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IB TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERBECTIONB APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL BIDESAW CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exl eft laNna and pM**Im 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. WRB LAYER 9, x' STUCCO WRAP ' HOODED VENT THICK. 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER 15UILDNG PAPER WOOD 81EATWMG DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER 4, FOIRTIFIBER BUILDING PAPER WOOD — CONSTUCTION —METAL LATH a' CMU VINYL CASING BEAD 6' RAISED BAND K' TO ,ewe �rssen 6' WIDE STRIP SELF ADHE61VE PLASHING, CLEAN MASONRY BEPORE APPLYING Z PLASHING STONE VWQ" OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB 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-841-0S, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT w TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'CwiCK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF.SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.B. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, F-ORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Y'S' TO 1fe' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 9, STUCCO WRAP WOOD SHEAT1411 APPROVED HOUSEWRAP BELOW ELEC. METER FIELD VERIFY LOCATION CUT SUCH TWA NO MEMBRANEAM ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FA EDGE AND ONE lU LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 6® MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD BHEATHNG -1,6n accoLAYER IURi4P LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION �PI MH 0 WOODD FASTEN TO WOOD GTRUGTIRAL MB`eSER • I'Or— MAX a' CMU VTONME-WALLi WBEP SCR!*[D 6' WD[ STRIP SELF u ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYING � TEXTURED FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S. WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 1 STEW #2 WRB LAYER M, STUCCO WRAP APPLY 60 MIN SENE GRADE 'D' FELT ® MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER'4, FORTIFIBER BUILDING PAPER STEP #4 COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL lioELASTOMERIG SECTION) METAL LATH STEP 05 STEF No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA •: 0003325 DRAFTING By: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886.2802 OUNDIV. « LOTs SILVERADO LOT #20 BLK #13 lMaWTIt 03719.000-20131 p2795- B" LEFT IPAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B EXT. WOOD FRAMIED WOOD SHEATHING WALL WRD LAYER �, STUCCO WRAP SUS -FLOOR DECKING WOOD WRB LAYER 4, FORTIFISER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRMW IY1 HAT CHANNEL HIC R3 COAT CEMENT PLTHICK WEAT�R SSE VE W W TYPE 'X' DRYWALL 01 6' SAP. • TOP OF WEEP SCREED WEATHER RESISTIVE TO SHEATHING BEHND WEEP SCREED BARKER 4 / 4' POSITIVE DRAM il' THICK 3 COAT CEMENTf RIES WOOD SHEATHING noeo nraeen PLASTER METAL LATH WRD LAYER �, ' STUCCO (WRAP J - `�` `�` WOOD SHEATHING y THICK 3 COAT CEMENT ' PLASTER ; DWEREIWA Ems- FLASHING WRAPPED FL S14M WRAPPED ' • TOP OF DEEP SCREED TO SHEATHING BELOW STUCCO WRAP 4' POSITIVE DRAIN name •aommn '� •=�` __ ___ • i WRD LAYER IQ, PORrIPIBER Siz NO GAP N FIELD BUILDING (SHOWN FOR CLARIFICATION OF - I SEPARATE ACCESSORIES ONLY) •,F;`:•;., .' N, 6' BE HEREI / PLASHING WRAPPED UAh EB LAYER ,/ STUCCO WRAP • CORNER OF CANTILEVER AMICO AM66 WFWG T60 n 4' P081TIVE DRAIN 1 12 n_amP araRRn NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT. SCALE. I I/2'-I'-& NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-641-0S, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M RESILIENT IH .T C44ANNEL-1 BARRIER WEATHER RESISTIVE `k THICK 3 COAT CEMENT PLASTER METAL LATH b/8' TYPE 'X' DRYWALL WREXTURED 4 PANTED WOOD SHEATHING FINISH k THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER "I WEATHER RESISTIVE BARRIER IQ VINYL CASING DEAD j' THICK, 3 COAT CEMENT PLASTER 5/8, TYPE 'X' DRYWALL METAL LATH W/TEXTURED N PANTED WOOD SHEATHING FINISH k THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAM naRIs w. ff �YL�� FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @Ma--M GE INSTALLATION EXTERIOR GRADE DRY WALL k THICK 3 COAT CEME PLASTER VINYL COIRNIEFt BEAD -VINYL CASING BEAD @PAAMNTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER 5UILDING PAPER) METAL LATH STUCCO 3' X 3' 26 GA GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL STICK) SET M FULL DED OF 6' PEEL 4 SEALANT,)f' MIN. STICK • DRIP SPACE FROM DRIP EDGE TO PACE TO TREX DECK Ys GAP PM SACKER ROD N SEALANT I NXI 3% P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot , WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER M STICK) WRAPPED PROM WEATHER RESISTIVE BALCONY DECK TO qw� BARRIER 4 CANTILEVER'w'd'm'• 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE EXTEND OVER DRIP OU01 FLOM 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF I Aj'XI 1/s' P.T. OR SIMULATE SEALANT, )f' MM. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR BACK. VINYL CAST BEAD ROD N SEALANT LAYER ( R Ist TER PROOFING • P PEEELEL N STICK) LATER (2 LAYER STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER gign J' THICK 3 COAT CEMENT PLASTER METAL LATH b/S' TYPE 'X' DRYWALL WOOD BHEATHI W/TEXTURED 4 PAINTED WEATHER RESISTIVE FIN16H BARRIER N WEATHER RESISTIVE i' THICK 3 COAT CEMENT BARRIER 4 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAM naRp PYORR[l YINYL CASNG BEAD NO GAP IN FIELD (BHOUN FOR CLARIFICATION OF _ . _ , _ . _ SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 x—x—x—x EDGE INSTALLATION (^ T'I Yl GAP FOR BACKER ROD N SEALANT - VINYL CASING BEAD . \ WATER PROOFPROOFING.lit- LAYER (2 LAYER PEE N STICK) WOOD SHEATHING 2LUMN SHEATHING 9ATHER RESISTIVE AM\MER M 3AhER RESISTIVE AMMER 4 SAP. \ *EEL N STI fX I)Wx3' 'L' PLASHING FULLY EMBEDDED M ROOF CEMENT I )j' X 3' 26 GA GALV. METAL DRIP EDGE SET M FULL BED OF TREX U WEATHER RESISTIVE DAIMER'1 WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN COLUMN BHEATHI 6' BAP. i YaW' 'L' R-494I FULLY EMBEDDED IN ROOF CEMENT IN X 3. 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)i' MIN. SPACE FROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER b/8' TYPE -A' DRYWALL ,METAL LATH WITEXTURED N PAINTED FINISH WOOD SHEATHING. i' THICK, 3 COAT CEMENT 4' POSITIVE DRAM PLASTER WEEP BcreeED VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11 EDGE INSTALLATION 6 COLUMN (W/"T." PT.ACT-TTTTCI Y4 GAP FOR SEALANT OPT. BACKER ROD. - •MODIFIED w 3/4 RESILIENT - MAT CHANNEL WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER M, F STUCCO WRAP 3 COAT CEMENT WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — PLASTER WRB LAYER IQ, FORTIFIBER ' CORNER BEAD BUILDING PAPER l 2 I/2' WRB LAYER h, FASTENED TO SHEATHING METAL LATH i STUCCO WRAP ® 1' O.C. MAX. �t THICK, 3 COAT CEMENT ! i WRB LAYER j12, FORTIFIBER l ` N PLASTER BUILDING PAPER al. WRB LAYER "I, WSELF-ADHERING ' ' METAL LATH STUCCO WRAP FLASHING �I J' THICK, 3 COAT CEMENT i WOOD SHEATHING ' (ERODED NEW FOR PLASTER 1' CLARITY) METAL LATH DRIP CAP WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FLANGE 14A CORNER BEAD Ca? FRAME �% 2�k CORNER BEAD (FASTENER t SPACING ® 1' O.C.) CMU bib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � 7��CORNER BEAD � BLOCK WRB•LAYER h, BTUCGQ WRAP WRB LAYER i12, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE J L 15B CASING BEAD @) WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32780 PH: 407-174-6078 FAX: 407-7744078 www.abdeWgngroup.com AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.26283.8 FAX: 8188.2802 swam. a LOT. SILVERADO LOT #20 BLK #13 0 71J OOU-20131 �2795- B" GARAGM EWMG- EFT PALM: WALL ASSEMBLY DETAILS 150 MPH EXP. B I IN 10/19/20 SCAM 1/4"=1'—O" Ex1111W WA3 WOOD SHEATHING WRB LAYER 01, STUCCO WRAP -� WRB LAYER 02, FORTIFIBER BUILDING PAPER -� METAL LATH J' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP - WINDOW FLANGE WOOD SHEATHING WRB LAYER "I, I STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT fEXPLODED VIEW FOR PLASTER CLARITY) WRB LAYER 01, STUCCO WRAP WIRE, LAYER 02, FORTIFIBER SUILOJN4- PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD C9) WINDOW (15C ( FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER "I, STUCCO WRAP Al GAP TYP CASING DEAD TO TRIM IX TRIM MEMBER s STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIESER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 1 CASING BEADIS®� b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD eNEATFIMIb- DARRIER RESISTIVE diffAniffit RESISTIVE 1L• X l Y.• R@Va eiDR FL nSEAL STARTER OTMP— RA&iW-ADWERING .SEATNER RESISnvE BARRFER � WEATHER Ift"TIVE DAIMER 4 GrAL-O i +n�ic,�lfil!� on DOD TRIM IN III - .Q amm t % / ! t R I \ \ / OGAP WACAULKM R APPROVED WALANT CAAM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2S LBS. WOOD SHEATHING PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 02, FORTIF15ER ; BUILDING PAPER ' WRB LAYER 01, THICK, 3 COAT CEMENT STUCCO WRAP PLASTER °awER' MAA M RENSTIVEBAPV—� WRB LAYER 02, FORTIF15ER h:1s, " 610110� VINYL ANGLED BUILDING PAPER � IQM-� CASING BEAD . METAL LATH e7aleER eTwP—y\ VINYL CASING BEAD (EXPLODED J° THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 1 7 A BAND ( FRAME) SCALE: 1 1/2' a i'-O' d' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( / WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-ZVINYL CASING ✓ (Wl%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER b' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� MEMBER DETAIL BELOW EXPLODED FOR CLARITY — i' GELP-ADHERING UEAT1ER 111E818nVE GARIEER -1 TO LAP \ S• M K ABOVE TOP 1 OF 'r FLAGWMG �-�T ER �SISTIVE �eEAT ERMDTIVE BAWJ YIGW T 1IL T En --- - ` ` .- PIIN. AOGVL TO" of z' PLA MMG E•Z BEAD vMrl. GASSY. ` ` X S' se'AY.ATT��pp (ww FLEXIBLE PVO / , TRIM I'wMa BACKER ROD) \ / • eELP-ADHERM6 lLAbIMG RRV6 \ I I PLASIIMG • TMF 3AS�EAII \\ I WCAULK OR AP�PIWVED BEA WRATHEIIII DAPMR�SISTIVE S IMER WRATHM �SISTIVE W64tiER RESIeTIVE E.z § vMrL er SAMER 7 (PBACKER XIS) PNC SIDING TO STUCCO uEATMaeReeroTtie ® FRAME TO FRAME DAllelllER9 19 TRANSITION )'4 GAP TYP J' THICK 3 COAT CEMENT /CASING BEADPLASTER SEALANT-1 . / . TO WINDOWr'�_METAL LATH WRB LAYER 02, FORTIFISER BUILDING PAPER I WINDOW FRAMEI I /// WOOD SHEATHING i , i WRB LAYER "I, 1 STUCCO WRAP I b' 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 FLANGE 4 BUILDING WRAP BUILDING WRAP ( � Z BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (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.abd"gngroup.com AA B: 0003325 pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 813886-2802 summiv. Se M. SILVERADO LOT #20 BLK #13 J 0o 03-20131 >t[o�sss 2795— B" GAVAGs 5wn90: LEFT PAGAh WALL ASSEMBLY DETAILS 150 MPH EXP. B CUT Rouen~ AT 40' ANGLE MODIFIED, 'R' cur IN House~ LINE OF UIIIDOw- OPEAI6 WD STUD WALL STEP 1 NAILNG FLANGE AT JAMBS .. BCLC L SILL FLEXIBLE \J/\ E RASHMIG DO NOT SEAL BOTTOM --� FIR STEP 6 TO'TORA/eLY POLD'u" tSEC HOUSEIBWAP (0 TUCK FLAP U D At LEAD FOLD IN AT J� SLOPE SILL R ALIGN FLADMINS, w) NT. EDGE OF SILL RD PIECROSCALLY Em" CCAP NAILS. STAPLES) NSTALL DUPONT \ FLEMIRAP AA THE R-40400 AT Ti! SILL STEP 3 AM ADWE" DdBLE KA&M VIER DRIP CAP lcTO-WRAP IEGIN) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE- NTS bcm I. IT IS THE CONTACTORS RlMDIRIBILTY TO VERY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOWNPAP, SEALANTS W SELF-ADWMWO PLASHNG MATERIALS USED OURMq CCN►TRICTIOK . 7. INSTALL ALL MATERIALS PER MMirACIUIRM WRITTEN SPLCPICATKIM SEALANTS MAY REACT ADVERSELY r NOT COMPATIMILM.- NOTE, EAN AND SEAL JAMB TO BILL JOINT$ WITH DOW IMS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK � R BCFEME BHOUN SHALL BE IMPLEMENTED AT ALL WINDOWS MTN EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING INTERIOR PERIMETER OP WINDOW WITH IALINT 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774E078 FAX: 407-7744078 www.abdosigrkgroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN: 8134886.2628 FAX: 813888.2802 sUND:v w LOTS SILVERADO LOT #20 BLK #13 Finascsip 03719.000-20131 aiolpssA 2795— B" GA % �FTWSNG: ""WALL ASSEMBLY DETAILS WINDOW FLASHING 150 MPH W. B --- - -------- -------+--------� \ ---- - — 2x6 SUB-BANb W/I'x4' NOTCH s ---- --- - - --- END, WRAPPED IN N V PEEL 4 STICK 1' DRIP EDGE _ I\ 1/8' -1/8' TEXTURED i \\ FINISH ® WOOD 1 \ I I/8 • 1/2' TEXTURED j \ i FINISH 0 CMU % \\ METAL FASCIA \\\ WRAP FROM \ STUCCO, I' FROM \ \-------------- - -- a WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEV/4TfON ®PLAN A T/S' TExnmo FINISH • UIOOD, V2' TEXTURED RMISH CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP 0SHEATHMG x x x x x x r OR x x x x x x s: Ud78 LAYER 9, STUCCO UIRAP(RRA1E ONLY) x x x x x x x x x x x x = UIRB LAYER 12, FORTIFIBER ------ BUILDING PAPER (FRAME ONLY) =' x x x x x x x x x x x x x FRAME OR CMU 2xs BUM BAND ROOPMG CEMENT x X X X X x x x x x X x x x- x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT C FLAN O METAL KIQC OUT x x X x x ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY —ROOF DECK (BEYOND) �` 1 DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) TEXTURED FINISH 0 / WOOD, 1/2' TEXTURED FINISH A CMU '1 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/t1 'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/0¢'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT s 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/%'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750. PH: 407-774,6078 FAX 407-774-4078 wwwAbdosigngroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN:813888-2828 FAX: 818888.2.2 st=Drv. a. Lop SILVERADO LOT #20 BLK #13 r=J=T# 03719.000-20131 p2795- B" GA>FTwuPa: IPAGMWALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B CON SLAB FOUNDATION NOTES -- — — — ---�----T—El -----�, FM-t6X18 '-2" 3'-2" 10'-3" 8'-4" F2-30X301 4" CONC. I SLAB w w FI \. f CHASE F1-30X30 q 10- v ; v ", `, 1. PVC CHASE 1 -1 — w Lj - O ` ` , FOR ELEC. (8 ISLAND 'T SLEXTEND AB 1 1/2" 1 I", \ 8'-10" 22,-2" LL SLAB I 4 I ` 20'-0' 29'4" 4" CONC. N111* SAB ' SLOPE 118" / oco c-r 8 -EXTEND SLAB 1 1/7 ---TEE22 ---'-- %k -51 /2+ -7 1/2d - FM-114X18 --LTE_2 EXTEND SLAB, 1/2" kEygl F1-24X24 FMC-16X18 1.1 I I �I �I FM-16Xt8 I 3 1/2" 3 -0" 4" CONC. SLAB a Im I n. N 91-W Fi-24X24— TE-1 A N b 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. t 113INDICATES #5 BAR, CIINDICATES #6 BAR,BINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1.530.13/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 = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6X6 W I AXW I A OVER GENERAL 3112" 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16" CONTINUOUS 18" - (2) #Ss FMC-18x18 16" CONTINUOUS 18" -7273 s #51N CURB VARIES F1-24x24 24" 24" 12" 72TA s s (-)8' BELOW GRO TEA 8" SEE PLAN 8" - • (-)0'-4" TE-2 8" SEE PLAN 8" - s (- •-0" CWC-12X12 12" CONTINUOUS 1z' - 59 #51N CURB VARIES F1-30X30 3a' 39' 12' (3) #5's (3) Aws - " BELOW GRD F2-30X30 30" 31r 12" (3) #5's (3) #5s - 12" BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7744078 FAX 407-7744078 wwwAbdaslgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134UW2628 FAX; 813-SSG-2802 str>sasv a xioT SILVERADO LOT #20 BLK #13 PROJZCT# 03719.000-20131 mopaia 2795- B" awRwas sw�r7a: LEFT PAGE. FOUNDATION PLAN 150 MPH E B Piturr -11 DATIM 10/19/20 9CALJB: 1/4"=1'—O" sHmmT si 30" MIN. EACH WAY MONOLITHIC FOOTING Z; STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED s• - — CELL SEE PLAN FOR SIZE AND < i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS .(j['-� 1' , o: SPACING REQUIREMENTS o:— jI Lu ul J W �{I-�--�Y- s= .°. � I° GARAGE DOOR j RECESS 4 I : - FM 7 y Z 8"CMU WALL O 8' CMU WALL ° . CORNER BARS, SAME SIZE AS LARGER BAR I N LU B' O �'i 6 i IN FOUNDATION WITH 30" LEG EACH e'�_ "'III W U M .- 0, TOP OF SLAB .- 0'.0' TOP OF SLAB . d WAY AT ALL CHANGES IN DIRECTIONS I ..s SO THAT THE STEEL REINF, IS CONTINUOUS N tq r ° EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 4B BAR DIA. 4" CHAMFER STORY) qR SEE SLAB SCHEDULE TOP OF GARAGE ,I MATCH AMOUNT OF CONTINUOUS BARS I I•, k v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE CURB FOR ONRY UN TS SET Zip. AT ELEV: W/ 1/2" ISOLATION JOINT •'� (1 6" CHAMFER (2-STORY) #3 18" N4 24" EXT. PORCH SLAB W/ 112" ISOLATION 4" CHAMFER (1STORY) ' 6" CHAMFER (2-STORY) � • ry.0• (WHERE • • APPLICABLE) Z SEE SCHEDULE #5 39' JOINT (WHERE APPLICABLE) Z ° "`•��-�• ° EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING � FOR WxD, BAR SIZE � �„ FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST % AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO X7 42„ EXTERIOR MONO-FOOTINGr,-'�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:aa"=r-0" scALE:34"=r-0" CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 3/4"=1'A" SCALE: 3/4"=1'-V LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON GHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w p aa I No 2 STUDS SEE PLANS FOR PLATE TO SLAB W/ SECURE ST.WEDGE PLANS FOR SPACING. SINGLE > N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'k3" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. O SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED G EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. G 16" OC SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. GALVANIZED PIPE 8", UNO SIMPSON SPH4 OR SPH6 MAX, ADDITIONAL METAL W/FLANGE BASE O FOLLOW ALL MANF. S E CONNECTORS NOT w SPECIFICATIONS FOR y I ANCHORS WP 0d x 1/2" REQUIRED WHEN O _ USE AND COMMON NAILS FILL ALL W N UPLIFT IS PRESENT. PREPARATION OF HOLE. HOLES, DO NOT USE 10d w w Z x 3" SEE SLAB SCHEDULE Ka, SEE SLAB SCHEDULE SECURE FLANGE TO q q SLAB W/(4)1l4" X 2114"5-0 O'QQO� IIITOP TAPCONS OF SLAB .. TOP OF SLAB - P 4" CHAMFER (I -STORY) °�" ° . �- —; ° 6" CHAMFER (2-STORY) a EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD 6 MONOLITHIC FOUNDATION 8 SCALE: 3/4"=V-0" (NO UPLIFT) SCALE:34"=1'0 (VV/ UPLIFT) scALe:3/4"=r-0" scALE:3/a"=r-0" LAP TOP PLATE A MIN. OF 48" —may AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE f PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO d ^ 0 PROVIDE DBL. TOP PLATE SLAB W/1 Dd MASONRY NAIL 16`O/C STAGGERED. q L0 ADDITIONAL METAL m U CONNECTORS NOT zi REQUIRED WHEN C N UPLIFT IS PRESENT.T. O 8" CMU WALL B' VARIES a• Z POURED LINTEL CONT. (TYP.) 'Cp•� B" CMU FILLED CELL (TVP.) �'"�`� ' TOP OF SLAB I• a SEE SLAB SCHEDULE 2X WALL FRAMING . 0 0" TOP OF SLAB Z SEE SLAB SCHEDULE a 1/2" DIA. SIMPSON ST82 BOLTS 5' MINIMUM EMBEDMENT INTO �L '��. r a - e°�4 "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND *I e�� ° • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE "IM60N M FOR WxD, BAR SIZE x/ FOR WxD, BAR SIZE AND BAR QUANTITY � ✓ AND BAR QUANTITY SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 12 SCALE: 1°=r-0° 9 SCALE: 3/4"=l'-0" (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=V-0" 1 SCALE: 314"=1'-0" IA41 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.eom AA N: 0003325 DRAFTING BY: A.B. DESIGN GRj DRAFTING IN 5439 BEAUMONT CENTSUITE 1004 TAMPA, FLORIDA 3PH: 81343W26FAX: S13-BBB-28 aUDDIV. d• LOT: SILVERADO LOT #20 BlX #13 PROJECT* 03719.000-20131 mopELs 2795-B" GARAGE SNING: LEFT PAO& DETAILS 150 MPH W. B DA 10/19/20 SCAL.W. 1/4"=1'-0" 9HEICT S1.1A 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134BBS-2628 FAX: SiS-SM2802 qwmmmmmmmmmwmmmmmmnwr > xmDIV. aLo SILVERADO LOT #20 BLK #13 PROJECT# 03719.000-20131 mop95-B" GARAGE BVnKG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = P-O" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM O CLEAN OUT REQUIRED w FOR INSPECTION 0'-0" FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/-10"HOOK BAR SRE 48 BAR DIA. ^ 0 HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" A Z i OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD HORIZONTALIVERTICAL REINFORCING 3s" SCALE: 3/4"=1'-0" #5 BARS 7 m 8" ,. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7748078 FAX- 407-7744078 www.abdosigngroup.com AA X: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888.2828 FAX: 813888-2802 stnmrv. Ie LOT: SILVERADO LOT #20 BLK 13 PttOJECT#t 03719.000-20131 "'2795- B" GARAGE swtNG: 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) 1Od x 1 IIT HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 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. 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 PBS36, .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. HEADER SCHEDULE MARK 4 812E DESCRIPTION REMARK O (2) 2X12 O (2) 2X8 BEAM SCHEDULE RZMZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. =BOTTOM OF LINTEL I T.OA. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (psi)�H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID �WA Sal MASONRY 3000 8x8 (1)#8 GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 46MV-6WM I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TV (42') PRECAST 2231 4'4' (48') PRECAST 1906 4'4' (549 PRECAST 1599 64- PC) PRECAST 1217 S-10' (TV-) PRECAST 1002 64' IMP) PRECAST ON i4' Mn PRECAST 743 V 4' (1121 PRECAST 554 10'4' (121M PRECAST 475 11.4' (138) PRECAST 302 12-0' (1441 PRECAST 337 114- (1507 PRECAST 298 14'0 (16n PRECAST 279 14'4' (178) PRE81D N.R. 164' (184') PRESTRESSED N.R. 1T4' RM PRESTRESSED N.R. 194' Mn PRESTRESSED NA. 21'4' (258") PRESTRESSED N.R. 27-V 0154') PRESTRESSED NR 24'4' (255") PRESTRESSED oom000m, omm00000 o��omm� om00000 0000mov m�00000 OEM mm000mo oomoomo 000m000 000m000 000m000 ®0000mv O�iu7mmm0 O0Emm MMEF-1111111MMMM OEM DIIv000a� ® m��"m 1>0001>v©©© D�D�m�m IIv01>v0��11v Od�1>0�00 N.R 120 1 7!0_1 141 1 00.. 1047 72>Z (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • ALL VALUES TM" 7T1 FROM $ATE LOAD TABLES' BY CASTCREIE SNY 2M5 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MAM)FACTURE88PECIFICATIONS SAFE L LOADS 8" PRECAST & PREST ESS DFOR U-LINTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �A SAF0I GOAD 6=r-6MA SAFE LOAD - POUNDS PER L)NFAR F00T Y4• (4?) PRECAST 1025 1024 1898 Y4' (4T) PRECAST C-V (459 PRECAST 705 753 13M f4' (48') PRECAST 4'4' (54') PRECAST 502 $01 1073 R4' (54') PRECAST 64- (60 PRECAST 411 411 746 64- (84') PRECAST 6.10' (M PRECAST 340 33S 018 6-10' (70') PRECAST 64' (789 PRECAST 507 721 490 64' (75') PRECAST 7.4' P n PRECAST 424 634 383 T4' W� PRECAST Y-V (112) PRECAST 328 512 230 VW (1121 PRECAST 104r (120) PRECAST 234 401 180 1014' (128) PRECAST 11N' (138n PRECAST 259 452 154 1T4' (138) PRECAST 124' (1"') PRECAST 244 402 137 124r (1441 PRECAST 17-C (ion PRECAST 217 324 110 1" (18n PRECAST 14'4' (Ian PRECAST 205 293 100 144Y (158") PRECAST 14'4' (/75') PRE NA 294 91 W4' (178') PRESTRESSED 164' (184-) PREMMM N.R. 20 83 15W (1041 PRE8TPPF D 1T4' (200") PRESTRESSED N.R. 194 04 1T4' (2089 PREBTRF30ED 1014" Mn PRIG NA 148 52 19'4' mn PREDTRES9ED 21'4' On PRESTRESSED N.R. 125 42 21LC On PRESTRESSED 274' PHI PRESTRESSED N.R. 118 40 2747 (2541 PRESTRESSED 24'-0' (288') PRESTRESSED NA 91 33 241V (4SS9 PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BY OTFEDffi TO MEET OR EXCEED VALUES STATEDABOVE • PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 1 1 1 1 § 1 A 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —w------------------- 8F1&1T/OM/1I ____ _______ 8F1&1TIOMl06 _____—_—�_ 8F1B-1T/OM/1B A 1 1 0 iN 8F36-1T/0M/OB BRF14- B UNO, PROVIDE BBt WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'-4-, LINO. 1 1 1 1 1 1 1 1 1 1 1 1 s B8-1T/01WOB 1 F11 I 1 TJ��4'- 1 — — — — — J L----- i-----J LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813886.2528 FAX: 8184862ED2 BV8DIV. as X'o SILVERADO LOT #20 BIX #13 P1iOJ>QCT 03719.00-20131 mop95-B" GARAGIC 811ruWa: LEFT PAGIQ: LIFT BEAM PLAN AND NOTES 150 MPH EXP. NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"x6" ;o 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. rtE\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \, PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST #5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. B"xt6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH �JE COURSE S PLACED. THE STEEL EAM IS TBOND AND A TTO EL IBE OFOR ND BTHE COURSE OF BOND BEAM BEAM ISED REINFORCING BOTTOM CONTINUOUS THROUGH THE TOP OF THE LINTEL. VERTICAL REBAR WI ITHOOK / p�vAr�\�' 0 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.�K � D TOP OF BEAM W/ (11)) #5 BAR BOND BEAM 0 EACH COURSE •\O G 8x8 BOND BEAM p BOND BEAM�F • OQTG�\a WI (1) #5 BARI-ON 30"TYPICAL = FILLED WI GROUT I \A� U =UNFILLEDGROUT SOLID FRTONOMINAL LINTELTO TOP OOFOPENINGWIDTH OF #5'S, IN 2N0 BOND BEAM, IF FILLED BEAM COURSE#5 BAR IN BOND BEAM SEE NOTE 5�16-1T/11 / BCIEwSNOMINAL LENGTH OF BAR MASONRY HEIGHT # OF #5'S, TOPCORNER OPENING - 2" IT ISTHIS ENGINEER'S INTENT BOND BEAM COURSE ORBEAM DESIGNATION THAT XFXX-1T/IM/081NDICATES A DOUBLE BONDBEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CSCALE:REINFORCING OF BOND BEAM AND XFXX-1Ti0M/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL,WOSTEA THIS INTENT IS ENGINEER'S TO PLAN FOR LO AND XUXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1TIOWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3M6 SINGLE BOND BEAM OR DRIVE PIN (MIN AT HIGHER ELEVATION AT SIZE 145 MIN WINDOW SIZEN300 MIN EMB DMK EN 1 SINGLE BOND BEAM i l4") 8" FROM EACH ENO AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST '4 iK OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 IW) V a SLOPE FROM EACH END AND 18" 7�' 1-1l4" `tig EMBEDMENT 4 2x8 (MIN 2 X 3) 2-&16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELqlN SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACE 1W) 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWE#5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W! 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 � �1 ARCHWAY FRAMING DETAIL AT CORNER STEP scALel In"=r-o" 3 SCALE: 3/4"-1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > — I I SINGLE #5 CORNER BAR, 3OX30 TURNED UP CEO I I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND.SEAM II �� 8x8 CMU PIER PROVIDE #5 BAR W/SINGLE OR DOUBLE REINF, SARIS), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 " SAL :3/4"=1' SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774.6076 FAX 407-7744078 www.abdesigngnwp.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 8134862802 NUDDIV. & LOT: 5ILVERADO LOT #20 BLK #13 PROJECT 03719.00t-20131 HO�EIt 2795—B" OARAOE SWING: LEFT PAGEb DETAILS 150 4P f H EXP. FRAMING NOTES: y� �; k k k 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: CA II --n---7r--tir---n---„---n---r--w-- C'1 SIMPSON LTA2 W/ x 1 HDG NAILS, WOOD TWOOD: SIMPSON H10A OR LG LGT2 WI 10d00 x 1 1/2" HDG NAILS, FILL L ALL HOLES. y M N N I N N I R I I 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJ3T �� n u 11 x w x N x n x 11 ■ p u 11 u x x N n ■ _ CJ3 E. 3. ALLOPLLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH C15T av� = x n ■ n ■ in n n N w ■ x w 1C w w p w ...I CJ5 MANUFACTURER'S SPECIFICATIONS. 3.1 I 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1A 1 p`H7 to I I ARE TO BE GALVANIZED, 1 l 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. AH9 �� ..: a....:.. = ... a : a — = I 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE I I — — — — - — — — CONCRETEUNTELS. AH1I i ii•i�aii !�!a!�li�e�l�i�l�! ! ! a -- i -- s� ! 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND Q CLEAR SPAN OPENINGS.----------- -----� __ _ ___ 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). AH13 i ■ i®i ®i i� i i� a i l s l i� s l l l s ;Elm l ! a i l i i+1:� 2X4 BLOCKING BETWEEN TO DAACENTRUSSES 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN MATURE. HOWEVER THE yamI 1 TRUSSSES W/�COMMON SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE AH15 ........... ... _ ..........I.. .. _— a . a . a .: NAILS g SECURE TO SM. W/ FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS I SIMPSON LTA2 USED TO BRACE LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND 1 ( TOP OF WALL APPROVAL. AH17 ........ s. a.s ........a®x:xl x®xxxe--x:----P 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES I SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED AH19 .—.---- - .Is.®.---�:a®p 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. AH21 ........_...s.®....... .®.a®. a.x_.I..... saw.....as.L 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON I RATIONAL ANALYSIS. I 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS AH23 .. • ... x. s. 2X36..I.............p NOTED OTHERWISE. I ATTIC I I II ff II A III ........x.....a.a.a ..=.al.............L TRUSS MANUFACTURER / ENGINEER NOTES: — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ Al y.......r.....x:..... ........ax®a.:.®s..... 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS Al 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 Al ...... . 6...m.......... ....sa...... TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST B"FROM THE CENTER OF THE COLUMN. A2 w I1 I >y. s. s...l--a.as:...... 2._.... x.....�. x... a.le z II I-----------i A3 ..x...x...........a .....®.... .......� PREFABRICATED ROOF TRUSSES (� 24" O.C. MAX _�6 A4 ......:. x.. ... a.�. :.:.a.... ..s.. . A5 ....s...=....—.._®. =.=................ A5 ........®....a...=.. ..x.x...=.=.a.as®... AH23A ................. . =. x... a. x.=. a.... AH21A ............. . . aaa_ a ma_ : .............. _ \a 7VA . a. s. x. x.aa®x x. x. x. a. a. a.a you A 7A a i s.a.a.- -- ------ I: ...�\ ...... AH15A .... x.xs:CIS� ......= I .a 1 .. ....... : ..�. AH13A ...... _.. .........a.. I ..a.. :........ I AH11A a. a...= ...m. x. a. a. s.a a®. ry� x. a.... AH9A ...... ........... =.aa®... IAx AH7A •1 3.1 lA 1 C ...... ..'G :� g B C ....... ... w_..... g C ...... g • . . BGE FRAMING PLAN CGE ____ __—_--__— . 0 NUC-41 SCALE: 114" = l'-0" 8 7 2) 2XI2 TO 4x4 POST w/ 8 7 1 1 (2) MTS-N9 4x4 P08T TO 1 1 BLOCK ABU-44 (2 TOTAL) 1441 N. RONALD REAGAN BLVD. ORLANDO,FL312750 PH: 407-77443078 FAX 407-7744078 www.abdesigngmlup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33894 PH: 8134186.2628 FAX: S13886-2802 aummv. a LOT SILVERADO LOT #20 BLR #13 PROJWT 03719.00 -20131 Moplu 2795-B" GARAGE Il7rING: LEFT PAGE: FRAMING PLAN 150 MPH E . B A{1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9)10d x 1 k' NAILS TO TRUSS B•(2) SIMPSON HETAI6 TRUSS ANCHOR WITH (12) I6d x 1 } NAILS TO TRUSS DSL STRAP, I EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) G{1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETAI6 TRUSS ANCHORS WITH (12)18d x 3 }J'NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND SEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR 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 @ 24° O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SSS-aALPGIRDER ICTRUSS/ CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 112"HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE wl (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 112"GYP. WL. BD, 4 FLOOR TRUSS CONNECTION @ L.B.W. SCALE: 3/4"=1'-0" (NO UPLIFT) NOTCH DEPTH 1I4.0 q GE >5!8" METER L. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >5/8"BTM.HOLE DIAMETER PLATE< 3/5'D DBL. STUD STUD NOTCHING (D,AND BORING LIMITS ENGINEERED WOOD TRU @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9)10d x 1 J" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. ',—A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5"TITEN HD TO CMU AND (12) SOS }"x2}"TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) BIDS }" x Ix2, 2x WOOD FASCIA SEE ARCHITECTUR 3" TO GIRDERSONRY 2x SECURED W/ (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2)� x 5"TITEN HD TO CMU AND (18) SOS }" x 3" 1x2 SECURED W/ IDd MAAL BOND SCREWS TO GIRDER (EACH TIEDOWN) EA GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12"O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A �R 9C TYPICAL ROOF GIRDER CONNECTOR(S) =LF-vr=7— LSTA12 20 GAUGE W/ 10dx1/2 HDG NAILS @ EACH END. TOTAL OF 10 FLOOR GIRDER HTT4'7 5/8° A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (1 S)16d x LNj2-1/2" NAILS TO POST - POST TO SIT DIRECTLY ON SLAB a• .a . a ,/�GIRDER/WOOD POST CONNECTIONS � SCALE: 3l4"=1'-0" A -SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314" SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS, B - SIMPSON HUS28 G < 2400 LBS, U - 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3I4"' 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 < 4600 LBS, U < 1810 LBS W/ (4) 314- SIMPSON TITEN BOLTIJ-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'-0" MAX (W/IX4) 2R 10'-0' MAX (W/2X4)* # 1100 UPLIFT SIMPSON HTSM20 WH010d TO TRUSS AND (4)1/4" x 2 1W TITEN 2 ANCHORS TO CONT POURED LINTEL # 19M UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4'�1'-0' (2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO XSRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0- (1)'9P BRACE SEAMS) 30-1" TO 60'-0 (3)'O - BRACE SECURE 2xS PT. PLATE (1) "X" BRACE @ CENTER TO BILK W/ 1l2"DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED, AT 32" OC MAX. lx4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION MAY NOT BE MAY ENG) CONT, 2SECURED WI x4 REQUIRED (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10`0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR—'::��x BOND BEAM RED. .,. lx4 BTM. CHORD BRACING F-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0' O/C MAXSECUREO WI (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD NTERsecrloNrrP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE BTM. CHEDUL SCHEDULE E INGPLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE OW 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/JSOLTS ARE PLACED INTO GROUTED CELLS, 8-ALL AROUND BOLT. °D Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4%0". 3. ALL BOLTS TO HAVE WASHERS = Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °D CLOSER THAN 6" O/C. & IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE BBOGEBPACINH CEHIRALBPAdNB A DOUBLE 2x8 112" 8" O/C 16" 0/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 112" 8" O/C 16" O/C 0 DOUBLE 2x10 3/4" 8" O/C 24" OIC E DOUBLE 2xl0 314" 8" O/C 16" OIC F DOUBLE 2x12 31,r 1 6" O/C 1 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" %1 BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE: 3/4"=V-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING I. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, FI, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. S11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-77445078 FAX: 407-7744078 www abd•slgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 2.004 TAMPA, FLORIDA 33634 PH: 8134BW2628 FAX: 8134386.2602 avaDlV de LAT: SILVERADO LOT #20 BLK. #13 PROJECT 03719.00 -20131 MOVEZ, 2795-B" GARAGE 8WINO: LEFT PACE: DETAILS %150 MPH EXP.pp) OM 2 PRINT 10/19/20 DATE: aCAUM 1/4"=1'-0" a*== S3.1A IF FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16""x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0 SIMPSON H6 WIy-/,,, (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Bd EACH END COMMON NAILS, EACH D ON END EVERY F "BUNDLE' EACH ENT OF "BUNTLE" OF STUDS PLYWOOD FLOOR SHEATHING = \\Y/ ics FBL SIMPSON SPH4/SPH6 BTM. FLOOR TPLATE STRAPS WI 10d x i GIRDER TRUSSUSSOR 12"HOG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 34"=V-0" TWEEN TRUSSES W/ 10d G 3E D.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8"CMU WALL REINF PER PLAN PER ELE ATI _ t� .r cccr�3�3 PERrLrVATION 1X2 FIRE -STOP Y 'T tll 08 WOOD SCREWS z 2" LONG Q 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; MI 3l4" AS SHOWN SIMPSON A23 JILREINF EA. TRUSS 4" NAILING PATTERNo PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE 2X LEDGER FRAMING PLAN) BEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3l4"=1'-0 #8 WOOD SCREWS x 2" LONG Q 3' O.C.; STAGGERED NI AS SHOWN DBL 2X8 LEDGER TO CMU WI 1/2"EXP. BOLT S' CMU WALL AT 16' O.C. AND 8" FROM MI PER PLAN END W/MIN 5-1/2" EMBED. FLOOR DECK P VATI �IAI Fes' •' li NAILING PATTERN R. U PER ELEVATION 24„ 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: 3/4"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLICNG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES WI 10d @ 3" O.C. 1ST PLY FLOOR DECK 20 CONT. W/ (4)16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE XSRACING IS PRESENT AT INTO LEDGER AND 1Od @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: @ TOP OF FLR TRUSS BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x8 x 2" LONG (� 3" O.C.; MI TOENAIL INTO TRUSS 16dEND STRUCTURAL SHEATHING (T OP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS E . END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 3l4" AS SHOWN 2x4 BRACE @V 48" O.C. * l (5 (5) 1'4" MIN. FROM 2ND. FUR. FLOOR DECK 0'-0' TO 30'-0' (1) X' BRACE DBL 2X8 LEDGER ND NAILS (N EA. ENO E LINE 2x6 COOT. W/O i6d NAILS BT. OF FLOOR TRUSS 30'-1" TO 60'-0 (3) 'X' BRACE PRE-ENG GABLE TRUSS "X" 8" CMU WALL TO CMU W/ 1/2" EXP. BOLT MI 8d RING SHANK NAILS @ 4" O.C. MAX INTO BLOCKING (ST. 2X8 IS FOR WALL (1) BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND STIFFBACK AT ALL REINF PER PLAN AT 16" O.C. AND 8" FROM END W/ MIN 5-12" EMBED. l6d NAILS � 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO ENO. UPRIGHTS OVER 4'-10" HIGH 1X2 FIRESTOP (AS PER TRUSS ENG) PER ELEVATION DEC 'II a/4» PER ELEVATION PER ELEVATIONPLYWOOD O SHEATHING, SEE i NAILI��IIPA rn!RN ROOF/WALL/FLOOR ;rn�x :PR.LOOR SHEATHING ba,,� FASTENER SCHEDULE" PER ELEVATION PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO, 2x4 P.T. CEILING 24" M -ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD tx2, 2x WOOD FASCIA CONNECTION PER /EN.INEEREDWOOD NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (BEE FRAMING PLAN ) SEE ARCHITECTURAL TRUSS MASONRY NAILS 12" O.C. FLOOR TRUSSES (SEE SE SIMPSON HETA-16 @ 2x SECURED Wl (3)16d GALV. COMMON NAILS, TRUSSES 0 24" O/C, REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM RED. EVERY TRUSS (VERIFY tx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS IX2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-i6Q W/TRUSSPLAN) GALV. COMMON NAILS FOR REVIEWCONT. 2x4 RAT UN AT TRUSSES PARALLEL 32" O.C. MAX. (VERIFY W/TRUSS SECTION DETAIL 12" O/C AND APPROVAL SECURED W/ (2R 2d's @ MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 5 SCALE: 314"=1'-0" PRE-ENG FLOOR TRUSSES 7 c V W/ HIP RETURN SCALE: 3/4"=V-W SCALE: 3/4"=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 I I f � Z PER EL VATIO14 I FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRU88 TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 12" DIA. ANCHOR BOLT W/ 2" _ A - SIMPSON MTS12 STRENGTH CLG. BOARD 44/46 SYP NO.2 WASHER SET IN HIGH U - 990 LBS WI (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY S" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U - 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA, STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE •O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2"GYP. WL. BD. AND TOP PLATE ANCHORS W/ O tOd z 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. CURED FILL ALL HOLES, NOT USE 10dx3„ 12"x9" WEDGE ANCHOR WI 2" WASHER SET IN HIGH STRENGTH TRUSSNVOOD POST CONNECTIONS TO TRUSS TO BE INSTALLED 10'-0" O.C. LED 19-0-D.C.M MAX. EPDXY 5-12' EMBED. MIN. @ 16' .1 10a 10b 10c OC MAX. SCALE: 3l4"=l'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL '` 8 T„mT0pmCTm SCALE: 3 4"=1'-0" a• A - SIMPSON MTS-12 U - 990 LBS W/ (14) l0d GALV. NAILS. • E 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'X3"SDS, (1) 56- AT.R. TO HDU4 AND (10)1l4" X 2 1/2" SDS TO POST TRUSS CONNECTION @ L.B.W. 9a gb PMTO BLAB CONNECTION SCALE: 3/4"=V-0" A&B-SIMPSON ABU44Z POST BASE N:1,900 G:5,660 W1518 DIA. x 6" EXP. BOLT SIMPSON ASU46Z POST BASE-U:2,300 G:10,335 WI 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. 7' EMBEDMENT TO SLAB 8 (26)1 Sd x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLINDO, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 FAX: 613388.2802 >sumxv. a# LOT SILVERADO LOT #20 BLK. #13 PROJ=T#R 03719.000-20131 uopma 2795—B" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B I Aft GABLE -ENO NIPROOF w A i ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF 19.9 ZONE 2 =17.98 PSF (27.998) ZONE 3 = 33.53 PSF (43.63) "A"= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DUIPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE FND ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Sd RING SHANK 21/2" 0.120" 170000 RI 16-2RINGS SCREW SHANK I ER NCH) 8d SCREW SHANK 2 1/2" D120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESRA539 EXTERIOR SHEATHING USE 12" COX OR 7116" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. O QJ_ 2 W Z 0 5 W 5 2 a QU O Z Of 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES w TO J W U='W Z� ry=j O Z 'v Z E TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS orulc cucerulNr .-__-I BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS 6" O.C. IN FIELD ` 8d RING SHANK GUN NAILS Q 12" O.C. IN FIELD or Bd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS C 12' 0.6w(N FIELD J\ I TP. 3/4" I &U 5ULI,+LUUH UEUKINU GLUEU ILA ALL EXPQSEU MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS 6" O.C. IN FIELD ` 8d RING SHANK GUN NAILS Q 12" O.C. IN FIELD or Bd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS C 12' 0.6w(N FIELD J\ I TP. 3/4" I &U 5ULI,+LUUH UEUKINU GLUEU ILA ALL EXPQSEU MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SCULL CONFORM TO ASTMC31 MAXIMUM AGGRECNATESUE SFNLI. BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT pRpy(pE g%AIR ENTRAINED CONCRETE EXPOSED TO EMiHORWFATf1Ht NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED CONCRETE ARE TO BE CFUMAERE03IB. ON STRUCTURAL DRAWINGS. APPLICABLE. BUILDING CODE STANDARDS: FSC-R 2017, 88T EDITION EDGE80F ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACT 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS 4-MOUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FC = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACT 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS DRAWINGS SEAMS LAPPEDB INCHES AND 8FALE0 WITH MHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOCIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORAFWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BERATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACT 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 W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, SN EDITION., SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4)OWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf 20 psf TOP CHORD -Trent 10 psf BTM CHORD -np11A0noulrerd WELDED WIRE MESH: WELDED WIRE MESH, SMALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACT TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACT STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" "BAR - 36" #5 BAR - 30" #7 BAR - 42" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, WOOD TRUSSES: 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 SEALED BY PROFESSIONAL ENGINEER REGISTERED IN FLORDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA BCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTEC WOOD TRUSSES. PROVIDE 36' x 36'CORNER BARB, 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 DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI AS8.1-1982. psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (7 pef Wi No GYPCRE7E) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 5 PIT sf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpaf 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 BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST WIND: DEAD LOAD SPEED -150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC RZO17) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) 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 : 40p NTS: AND DECKS: 40paL GUARDS AND HANDRAILS: 200ps1, GUARD IN -FILL COMPONENTS: 60psf, PASSENGER WI WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pd, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30p f, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40Wf MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES- (ACT 530/ ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE. AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALLBE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C40, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING 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 DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE. AND SHALL BE PLACED WI A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE 'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE WE` THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL RESAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 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 A-500, GRADE B. Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B. TYPE E OR S. Fy = 35 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUM' SHALL NOT EXCEED S H- PRIOR TO THE ADDITION OF PLASTICIZER, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACT 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX L04TIL IT IS DEPOSITED NI ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE BATH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONST B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2" FOR S5 AND SMALLER 2' FOR NS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SUBS, WALLS AND JOISTS 1-IR' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FA TENER AFMIGTxxI ITYPE SPACpIG REMARx3 APPLIGTgN 9QE TYPE I SPACNG IREMAPx9 1-FUR-TO MASONRY/GONG. CASE HMDENFO COx NAx 11?LONG. 8'Ok GAMGEOOOR.- TOA%,SONRYM.gIC. 1I1•DV� NO WASHER TAPCON MASCMY FASTENER .'qC -FIRE-"'ENDOIST., 11?EDG1- SGO,.. EMDOORS ix PT, 9EE NOTE. CASE NAROENEO OOIL NAIL 11?LONG. wm 9TAGGEREO WINWWB]O(MIFASTENEO MO MASONRY c. OAMGEOOOR- TO MASONRYIWNC. 1ROlA WI WASHER E%PINSKKJBOLT YI'gC <"EAIBEO,YQO GIST., rFDGE OPT. WNGOW &ICI CASE HARDENED cox rCA: WI FASTENED MET. STRAP TO CONTACT THIS ENGINEER FOR SPACING 1A PT, BEE NOTE. NAILIIIY LCNO, sT...D NTDAusoeaY,wNC. MABONRYICONC. REQUIREMENTS EXT.SWINGDWR AEI M1.'DN. 'TAPCON" 11f EM�D,rENp. NONAEMING WOOD 1lY' EXPANSION YEMBED. A"EAR) 31� BUCK Px PT,.ENDTE. NO WASHER FAST.R 1.'qC DI8T.,I EDGE DIET. WA4 TO CO -BLAB WIWABHER BOLT DUST., 3' EDGE DLST. L PTWNOOW BU(X( O.tb'PAF xt 1T YqC x"EK .OISi.,11? PT ToSFlLE_L.,9EE WIWASHER STAGGERO EDGE DIET. NOTE. NOT" 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 WI TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. 0"110, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 wwW.abdasl"oupxiam AA M: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 8184388-2802 11111111111 91111111113 9UDDIV. All LOT: SILVERADO LOT #20 BLK. #13 PROTECT 03719.000-20131 m0p,mis 2795- B" GARACM 8WING: LEFT PAGSI DETAILS 150 MPH EXP. B � -1