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35834 Iron Redding Ct
99 2 11�1,_ A 99 95-u"'�AMDEN FOR: 1111, HORMN r ♦ 1 12602 TELECOM MRIVE, TAMPA, F1 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 Vtl P� C,jk�AC' OdDE, NO- f�.0g,�" �Nwvs Q�IAPG� G���� Q • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) ( ) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .VWMA Mp,))qT(;; cmg, ED ON (7) •AIL I=& AND STAR COALS -OCCUPANCY -RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB INTERIOR FINISH - CLA53 H •BASIC WIND SPEED - Vult=150 MPH Vesd=116 MPH '°�0 _ B 1-STORY RESIDENCE •2-STORY RESIDENCE - W. HEIGHT AS PER LDCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY AD] ADUSTABLIONRJG MUM. LUMMEDICINE AL. ADJUSTABLE M.C. MEDICINE CARNET AMP ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTER LINE MTD. MOUNTED CAB. CENTER MTD. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DEL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. I�A,NS DP. DEEP SA.G. RETURN AIRGRRL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL DETAIL PLO ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELEv. ELEVATION s.H. SINGLE HUNG RQ. EQUAL SET. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G F7C. FIXED GLASS SIN. SIMILAR P.G. FUEL GAS SL. SLIDING FBFINISH SL.GL. SLIDING GLASS . R FLUOR STD. STANDARD FIN FLUOR. FLUORESCENT SWS SHEAR WALL FIG FOOOTING�R TEMP. SECTION GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOPOFCURB G.F.W. IN RID�F TCIRCUIT T.OS. TOPOFST.0 TOP OF L�ATBE GL, LA� TYP. TYPICAL DATE DESCRIPTION 0 /06/16 CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION 9b45/19 ADDED 150-C ENGINEERNG PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—FRONT AND REAR ELEVATIONS "D" PG A3D—LEFT AND RIGHT ELEVATIONS "D' PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI —MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAS —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WAL1 ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS O'ilJS/19 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN IQSA_% FIXED DIMENSIONS FOR STUDT AND DINING ROOM /Oz REVISE SCEt CALCS �nq�g UPDATED LED LIGHTS PER DR HORTON 10/30/M UPDATED LED DETAIL 5UDMES PER DR HORTON IVOSAS GNG ADDED FOUNDATION ON GARAGE DEARWALL 0/05/W UPDATED SIMPSON CONNECTORS ILA. USP ¢aR2920 ADDED Pv0-D ENGNEERNG • 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 REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS SQ,FT, CALC.�S CWMW DEGM ADDING ELEVATION INTO LOT REa ESTS AND MASTER OW04W SENT ROOF PACKAGE TO TFIft ENGINEER FOR TRUSSES IBT FLOOR LIV9dCs 2036 SOT FT. GARAGE 61% ea FT. ENTRY 65 ea FT. COVERED LANAI 1w ea FT. TOTAL si13 SG1.FT. 3/S40 ADDED FRONT ELEVATION W PER DRHORTON STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SLIA—DETAILS GYP. ED. GYPSUM BOARD U.N.O. UNLESS NOTED N.B. HOSE BIBLLOW VAPOR ISE H.C. HOLLOW CORE V.P. VAPOR PROOF PRO HDR HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER nS O1iNT INSULATION GHT wn. WITH PG S1.2—DOWEL PLAN THE BUILDER ASSUMES ALL LIABHATY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WOW. WINDOW w/H WATER HEATER W.I. WROUGHT IRON PG S1.2A—DETAILS PG S2-1IFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A—DETAILS PG S3—FRAMING PLAN IN NEED OF FURTHER DETAWG 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 PG S3.lA—DETAILS PG S3.1B—DETAILS PG SN1—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WUL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. A It C N I T e e T• Grown "I N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-77441078 FAX: 407-7743078 www.andoWgngroup.coIn AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 813888.2802 ��1111111113 aTTSDIV lfe w SILVERADO LOT #6 BLK 13 PRDJICCT# 03719.000-06131 MOIDE1. 2795-D GARAGE: aWING: RIGHT PAGLh COVER SHEET 150 MPH EXP. B 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 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 NTH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNALUFLOOR 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. PLUMING 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'W PVC (SCHEDULE 40), INSULATED WITH'/' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINM101 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, 112' 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-C1063-12& 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1l2' GYPSUM BOARD. R302.7. 1. EXTERIOR CEILING TO BE 1l2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. L R C N I T I C T S1 Grou i In 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeWgngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 164 FAX: 813586-2802 aUDDIV. S. LOT SILVERADO LOT #6 BLK #13 PROJSCTINI 03719.000-06131 MODEU 2795-D OAP.AGIC awsxo: RIGHT PACE: GENERAL NOTES 150 MPH EXP. B a I � Gal¢w CVIiCim CVI¢CD I COEREDI LAVNAII I 1 T-4' CLG. _ 9 ( Owms I j - I on I 1 r- 4 r� r yy�RA 9'-4�CI.G 9 TO 4'-4' II,_b. Ir I'-4'12,_9. b'-10• B'_3• 5~ SGD. TEMP I I I I r------------------ -I m I �---------------� m I I I I I I I A IR-ISH I I AI I I ITAWGREATI j I I a I DS CLO � ROOM ' 44 TYP.1 T Cc-8' CLG.T R' I I I I I 5'-I' 1 72x36 l 20'-0' 1 5'-10' 2'.S' 2'-4- ATTIC I I I MUM IR-IS Ald1 iv Y 1 2, fir----------------- i ------- - o, Al Jw - N 5-SH -----------� Y 7 PIE-FKLI on I 9 } rr11 r L.T. r I I r---------� II I I I ROOM j 6---- >-' Y o 2-I � AI 1 9 t$ IbT 1 1 I 1 I i B m OPT.I D h '" I I I I iiU Wli m L------------ j II IJ a m m inU Ile* ioTUB 's lows cAr n e GLASS A r ENCL08UM I I W/ 30' TEMP v, GLASS DOOR I W I I 1 MUL1T-GB[4 I BEDROOM m' T 4TO ' !aCyyY�I�AT I TYP. < -v uu I � - 4;---------J -- p BDRM.#2 e 9'-4' CLG PR CMU TO 9'-4' AFF. ENTRY CH 19'-4' M& 3'-10, b FLOOR PLAN NOTES - ALL DIPM0100 AIR PROM FACE OPT X' BLOCK WALL (OR EDGE OF FLOOR 6LAO) TO FACE OF WALL STUD UNO. • ALL MTERKM WALL$ ARE 3 Jr UNO. - DRYER VENTED THROUGH ROM (YM, NOT SCREENED. - AM COFPIESSOR GET ON ""A"' POURED CONC, PAD. PAD BEGINS e' PRDM EDGE ar eTRUC1URE. - SEE SWEET GN FOR GENERAL AND STANDARD BUILOING NOTES. - ALL HABITABLE ROOMS TO NAVE ARC FAULT CIRCUIT MT!RRA�'I'ER - ALL RILL WERGWT BLOCK UALL6 BETRREN PILLEO CELLS UNTWOUT OFMM~ AM SHEAIe UILALL.S. FLOOR PLAN SCALE: 1/4' " 1'-0' MON SQ.FT. CALL. S IBT PLOOR LIVWs 2,836 Sa FT. GARAGE 619 00. FT. ENTRT 65 ea FT. COVERED LANAI 193 Sa FT. TOTAL 3,113 SQ FT. COIF gBIT AND CIACOID NID LWDR BAOCIND BEOR N FOR G BEOOID OIRITB OPaNOR BaMIE =6 =10HUD" IBRwOI A1DME FOOTAGE MIN. WINDOW 10 5 243/-32b CRITERIA EXTERIOR SWING IB 5 23.4/-30.1 DR MIN. CRITERIA etaD. MIN. 41 5 22.1/-41.0 CRITERIA 16010 OJaD. 112 5 20.5/-24.9 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=A, EXP.=B, MEAN ROOF HT. = 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CMMM DAYS MWO SHIM AND SECURE RADIUS CORNERS, SEE C0LNTER TOP VARIES MATERIAL TO PLAN CABINETS. BRACKET N mg 1111 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX REINFORCING At ENDS OF PARTITION ARIEBASEC KITCHEN < BRACKETS AS WALL BASE CABINET NECESSARY. 2'X6'X35-V4' m LOW WALL i 2'X6' STUDS • W' O.C. W/ 1/2' DRYWALL A TYPTe CABINET SECTION OPENING DTL. B SCALES I/2 . I'-0' A N C N I T E C T$ FAX: 407-77078 www.abdoWggup.comro IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813411,88.4828 Ilk. A FAX: 619-BS&2802 sumly at LOT. SILVERADO LOT #6 BLK. #13 PROJECT# 03719.000-06131 NODELo 2795— D GARAGE R1WING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B SHINGLE 10'-S' IEEE UT BRG. W.T.A - 5' STUCCO BANDING TYf- FOAM CAP- 0'-®' FM. FLR. 0'-S G DE mMEN MEN SON mom INS loss —1 I FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FL.ASHMG AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REA OF ATTIC = 3972 SO, FT. ET FREE VENTILATION AREA REQUIRED = 1/ 300 EQUIRED VENTILATION AREA = 3972 /300 = 13.24 ENTILATION AREA XSQ. INCHES PER FT. (144) = 1906.56 SQ. IN. LIN. REQUIRED VENTILATION = SX 1906.56 I UPPER PORTION OF ATTIC - 953.28 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 953.28 /115 TOTALNOFVENTSREQUIRED = 8.28939 TOTAL#OFVENTSPROVIDED - 9 *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED b' LAP SIDING TTP. ti 10'-S' ----� HEM �9' 4 s' STUCCO BANDING TTI°. r— FOAM CAP VENEER FIN�FLR GRADE (MIN.) I I I � I I 18'k30' � I LOUVER LOUVER DTL. A SCALE, 1/2 • I' TUCCO-- fAND RAISE` I KEYSTONE DTL. B SCALE: V2 • V-0' OFF RIDGE VENT ----------------- s�_ I \l I I I I I I A9-4B .HGT. 9'-4' BRG. HGT.1, _ _ o9'-4 I STUCCO RAISED BAND I `r GMU TO W-4' AFF. ■ ■ ■ STucco FINISH El a s co m 9 FOAM CAP I I t4 I I I 0'.0' FIN. FLR 0'-0' FIN. FLR REAR ELEVATION iVER e a TEXTURED FINISH I I I I _ 0'-C' FIN. FLR i `-----------------' COLUMN DTL. C \11BGAL 1/2.1' A N G N I T 1 6 T II 6 Grouper "I N. RONALD REAGAN 8LV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.eom AA N: 0003325 DRAFTING By.. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813688.2628 likk FAX: 813486.2802 SVHDIV. i LOT SILVERADO LOT #6 BLK #13 PR0im 03719.00t-06131 MODM 2795-D 0ARA0L' aT►MG: RIGHT PAOE: FRONT & REAR ELEVATIONS „D„ 150 MPH EXP. B %'-4' BRG. HGT.t, 0'-0' FIN. FLR 0'-8 GI . i _-- 9'-4' BRG. HGT.s OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT � El L-11 ::1----------------------------------- ------ ------ -------- OFF RIDGE VENT LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 9'-4' BRIG. HGT. ,o5'-4' 15R3. HGT. 0'-0' FIN. FLR 0,-0G -------------- m ------------------- ----------------------- 0'-0' FIN. FLR — — G (MIN.) RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS rA N C N I T 94 Tt, G esi In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.aWesigngroup.com L AA 9: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 Ikk FAX: 812488.2802 9OU33DIV. & LOT SILVERADO LOT #6 BLK #13 PROJ=Tjp 03719.000-06131 A[GDEL' 2795-D GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS „D" 150 MPH EXP. B ELECTRICAL LEGEND SYM. DESCRIPTION df TANDARD SWITCH y{� WAY SWITCH 4 -WAY SWITCH IMMER SWITCH 1-NI SUTTON 18CONNECT T ERMOSTAT E4GI-E RECEPTACLE (125v/20-AMP ANGLE POLE) IVV DUPLEX RECEPTACLE IVV DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT INITERAPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF CF OUTLET !RIMS TO SWITCH) 44: EXTERIOR WATERPROONGIRI RECEPTACLE (GROUND FAULT TERUPTER) IOV QUADPLEX RECEPTACLE ® IVV D D EX RECEPTACLE (FLOOR IOUNT 20V RECEPTACLE (4 WIRE ECTOR) MOUNTED LIGHT IL MOUNTED LIGHT ELCLG. LIGHT ENT LIGHT qAoAa=5UL5 LIGHT SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SQ. FT.) B LIGHT FIXTURE D LK\HT FIXTURE LIGHT FIXTURE ' TRAGIC LIGHTING ATTIC LIGHT WITH PULL CHAIN -'-( ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE 'x4' FLUORESCENT LIGHT (RECESSED) Loj 10 T) O CESS LIGHT • CESS LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX OPT.FAN LECTRICAL PANEL (FIELD VERIFY OCATION) ELD Me" FQ -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) (LING MOUNTED FAN T PAN (l CFM PER 80. FT.) t E JACK 0 DETECTOR (CEILING MOUNTED) ® x C I I M T [MES ® tAGE OPENER TV TV JACK --4c PORT • NOTES, OF TV JACKS 4 PHONE OUTLETS 4 FANS TOSS VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MIWIA OF FBCR ITH EDITION • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TY}eE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER NBC. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, Ith EDITION R404J i COVERED LANAI j PRE -WIRED CLG FAN I I I T' I I / I I I 1 I 1 I 1 \I GREAT ROOM j i �- I / I PRE -WIRED CLG FAN �- I Q / / I � I I �1 I L_ — — — — — — — — — — — — — — — — — — — J / I I r---------- � I I DI OOII 1 1 L I I II ! CLG FAN PRE -WIRE ' 1 BEDROOM #3 ��- PRE-WIRED CLG FAN BEDROOM A& I 1 1 I � 1 CAFE Q FIXTURE 1\ / // / 4' / SD/® 4'-0' Ij 4'-4' I r------------------ OWNERS SUITE I I I I I I // / PRE -WIRED CLG FAN i 1111 — — — — — — — — — — — — — — — — J Gib •na I 35! 1� ► � 111 111 O aH 9 \� O a 0 Cali = R� I I� uv ILY \u/ -- SD/GO--------� / * ` MULTI-GEN j 1 SUITE I / `�-�,, I i\ / I V PRE-WIR��l' 1 1L I CLG PAN ��\- - V L _ - - - _ - _ - - - - JGFI a 44' L rr L a APP. ! ! GFI • 44'- BOLLARD ! 1 ASREQ ! 1 L ---- � PER SLOG. ! I CODE ! I WALL MOUNTED / I LIGHT W/BIUITCH IN / I ATTIC / / 1 I G A-pC,tA(R�y+3 i_ I � (� I CLG. GFI CUTLET! CLG. GPI OUTLET FOR OPT. 1 FOR OPT. \GARAGE DOOR! GARAGE DOOR \\OPENER 1 P.B. POR \ OPENER 1 CHIMES \\ 1 GPI IRRIGATION \ 1 OUTLET \. 1 �LTI C �N111,111,111& ELECTRICAL PLAN SCALE, 114' a I'-0' WP Panel MAIN -A PANEL: B/IBwpcn.bpekW VOLTAGE: 120/240V-1Pb MAN: 150 Amp M.C.B FEEDER:3-.1 Cu TVM&1-BBCu(G)In1 VCC. OR 3-.2AAL TF&VN&1-BBCu(G)In11,7C. wM rob Bb p•aa1 Nab sv Wn nt 1 m La•n•r bOrlaO TlO Imo 1 x B M2 2 m WBelmr p tro 3 a 1 a Opp GU-1 m 2 np a 7 e PANEL -A PANEL: 42 DR beaker VOLTAOE 120 / 240 V APb MAIN: 150 Amp M.L.O. FEEDER: "I Cu THwN & I- Mi Cu (G)h 1 I/C' C. OR 1 NM AL TFNVN & 1.4B Cu (G) In 1 1/PC. •m• rob \b B••WPIIII, 1Yab WOW WwR WIMI D. W. Eb rob W. 013 m B W I- 2 epr • p 2 r .12 1 n2 1m al•••App— 1- a a 4am ra Rwa m x i10 s•x 1 m •am 7 e .12 1 m R•c wb Ara lap 9 1. Imp Db ar Rfl m 1 n2 n2 1 m eraMRa b• Imp 11 12 IM DblwwgFl m 1 n2 n2 1 m /wl AFa ur Is N 'M Ctl m 2 M sN 1 N dr R••a, L.wa Ave 9m IB u IT I. IBM N wl 2D 1 n2 1 W MD 19 m 1 q•Or pFl m 1 n2 .2 nt I m B. \rilnAra/\MRlira 1200 m m i— m0 IOe•ll„W alb[ Na m 1 nx & • B• m m m m 9m m 8ab AFa Brl••w oa 1a 15 1 1 n1 04 � n m I—s+b.a•,. D••e aeea m M a tw. 20 31 m 32 I" mCabe• 8 m 1 n2 9 33 A 8 • 3 31 34 p B B M 3 M NC AHLI BKVAa r\ nm 49 40 N 42 g ls9•wd bM•raW ereWWe/xA 1&p 3TI00 L•rbtlwaMfbla w[,1•b1,/IM a r p na: ABBREVIATIONS: Ald: ARC fALLTCICMTBOflatlilER N0: NOHCOBICUmITLO er1: OROINDFALLTIMERRIDIER Tar br •a4w MtlW.e rely 431aD f1•I IDMDar•r I— •a000 Rw xrlar 4. 13m0 Tar A/C br 4pa ID{ mo LOAD CALCULATION 18 WED ON NC NONCOINCDENT LOAD Tar Caa•e1r I - Web p3010 raw /mow Ina Gsnrsl U R4n & Rea tors LoW TaW An: rw 2795 dwrLb afla3Wl fl. 8385 ta41e• 1 r65WAl r100% 85 Tar o.lwr • a R•c Rars 5430 LED LIGHTING LED LIGHTING ------ @ SINGLE LAV. @ SINGLE LAV. ( MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I � I I- I — - - - - - - - - - - - I UP I ' '-6' 41-S' 6' I I I I 40-1 I I I — — \— — — — — — — — — — — — — — LED LIGHTING LED LIGHTING @ DOUBLE LAV. @ DOUBLE LAV. UP BEDROOM w2 AND 03 BATH OWNERS BATH PROVIDE "IS 04 THIN .PIA. CU N 2' CONDUIT OR 3 %AV AL. THM .PIS CU N 2• C47NIDUIT. ICONOWT TO TERMINATE ASOVE SOTIT b OVEPIRO J 150 AMP ELECTRICAL RISER HOT TO 6ru W COFIDNATI21 SERVICE 00 AMP DISCONNECT SUITCH AID Wa40 VOLT GENERAL NOlE6, M ELECTRIC METER N I PHASE MLO A ELECTRICAL MATERIAL6 AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE PANEL COMPLY aIITH ELECTRICAL PROVISIONS OF THE EaCRt 604 EDITIDN (G 111 LOCAL CODES, AND ALL LOCAL ROLLER COMPANY REWIREI'1!NT6. W-y)P IS. ALL CONDUCTORS SHALL BE TYPE THHNrtMW UNLESS METER NOTED oTHeRueE. TELE 10411 SEPMCE CAME TCLEVIOM FIELD ENTRANIM a EW= 04TRA N= VERIFY EaNRCBT EOURRiew LOC. POLLlR COMPANY T 'RR Knom STEM EIOIDNa fEWINAL AT LOW CIRADE VOLTAGE CON4ECTIONb 1 PROVIDE NW AMP, W440 VOLT, I PHASE I ECONDART—� 114 CU SERVICE 3ROW0 CONNECTED TO • ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER (CW N CONCRETE ENCASCD POOTER STEEL PER ---------------- 1-IO" CIA SCHEDULE SE PVC CONDUIT OR PROVIDE3 ELECTRN:AL PRDVISN7N6 OF THE PElCR B.w 7A0 ALUMNA M (AW N 2" DIA SCHEDULE 00 PVC EDITION l7Ol�). `-- _ CONDUIT UNLESS SEMICE 16 PROVIDED BY THE — — — — — — — — OPT. — — — — — — — — OPT. ELECTRIC COTANY. COORDINATE WT14 TI4E ELECTRIC SA" DIA X S PT LOG, COPPER CLAD GISUD OROD COACH COACH COI$ANY PRIOR To MID. LIGHT LIGHT A N C N I T N G T 8 6 Grpou_i�n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwmabdealogroup.wm AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMOIIT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 80886-2628 FAX: 813886,2802 >lLT23DIR aB LOT: SILVERADO LOT #6 B1X 13 PROJECT# 03719.000-06131 MODZU 2795—D GARAGE Sl/INO: RIGHT PAGE: ELECTRICAL PLAN %150 MPH EXP. B HC LAW I I I I I i I I I I I M � � v v — — I I � El El 22'-2' I 12'-b' I I 12'-II' '-5 9 s rt II III I I TUC c �10 iI _ I I II LAV. LAV. 9 r 5'-8' 4'-9' 5'-9' � OPT I — — — — — — — �j 2 ------I I REF. PRE -PLUMB I 1 L.T. II dl IOPT I 1 PpT iiuW li �-------- KITCHEN AUTO VENT 4,21 2' VTR VTR 29'_9. H 2• I I V! 2 4.2' VTR 2 I I 3' 2 1/2' 2• ViR I I/2 2I'-S. 2'-b' --- 25'-9' LAV 2' VTR 11/2' 11/2' 1 1/2 Ur_ 2' 2 TUD 3 Av � LAV wC 1/2, 2 PRE-PLUM5 LAV QbINC 2' 2' 3' 2 L.T. AV 1/2'' TUC 4—�=d 3 2 2 I IIR' 3 UJC MG. U� SFNUR 2 SHUN— - 4 3 LAV SINK F ----� rA �® L J \ 2 TO a MAIN ® rg PLUMBING RISER 71 20'-2' a s I = iv v_ I I I I I I HC I — ZL PLUMBING PLAN - — — — — — — — :� - — — — — — — — — — — — — ML SCALE. 1/4 • I'-®' I I C N I T I C T 8 Grown .41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN: 813888.2828 FAX: 813.888.2802 SvnDiv. !e LOT: SILVERADO LOT #6 BLK. 13 PROJECT/f 03719.000-06131 MODEL' 2795— D GARAGE SWING: RIGHT PAGE PLUMBING PLAN 150 H EXP. B HVAC NOTES I. ALL MECHANICAL EQUIPMENT WALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS WALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAIS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NPPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 8. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6714 EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 67H EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED 15AT14 ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILINGS AND WALLS WALL 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 PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DCF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE HVAC TO HAVE PROPER PANS W/ DRAINS ATTICCEILING >ALL EXTERIOR WALL PLC AIR RETURN SUCTION AND LIQUID AIR SUPPLYil y REFRIGERANT LINES AIR HANDLER1 EXTERIOR WALL 1 3/4' PVC M CONDENSATE DRAIN LINE EVAP. TRAYi PVC SLEEVE TO LINES BELOW SLAB LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT CIA OUTSIDE AIR ® THERMOSTAT CSI PA86-THRiI AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'XV TAPCONS WIT BIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO WIT W/ (2) GSXI 1/4' WT. MTL. SCREWS T REFRIGERANT LINES TO PLATFORM RETURN CONDENSED WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLOOR OR WALL CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 121 FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. �-PITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTEN810N TO SOIL OR WASTE AS WADE 8240-K JOSAM 5,60M REQUIRED INSIDE SERIES NICKEL BRA" TOP CAULK P.V.0 OPTI/SPEC INV. S MV. SITE PLAN ITE FLAN vFLOOR SLAB CLEAN -OUT (TYPN �EXT. GROUND CLEAN -OUT �TY MECHANICAL PLAN SCALE. 114 " F-0' FEW A 9 C N I T! G T i GW9 01 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.ebdeGlgnBroup.00m AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813-MG-2802 �NIIII1113 [p33nomcTo vDIV. & LOT SILVERADO LOT #6 BLK. 13 03719.000-06131 MODEU 2795-D GARAGE 911MG: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B PRINT 7/07/20 DATE aCALM 1/4"=1'-O" B*EC T M1 2X4 TOP PLATE rL� 7 7 PIPE -FAD TRUSS ta' CLGx HOARD V2' DRYWALL SECURE BT. — PLATE TO SLAD W/ BDd MASONRY NAIL • 32' Or — MAX 2X4 WOOD STUDS *24' OC, SLAM NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. \lla1 SCALE, 3/4'.1'-4V' FIBEIRGI-ASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.1.1 ON I}' O.SZ. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J/ MTL. DRIP EDGE J/ 2x FASCIA PER I .0 ELEVATIONS TMP' O.H. VENTED SOFFIT IR' THICK 2 COAT PORTLAND— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR- j 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID CsROUT W/ (I)- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'-1'-0' M fq� W LN ea 2 GAS LINE THRU BLACK e ur.r FIBERGLASS SHINGLES OVER W FELT PAPER OR FIDERGLASS SHINGLES SYNTHETIC PRODUCT, OVER e30 FELT PAPER INSTALLED PER SECTION OR SYNTHETIC RSM.1.1 ON l Ob$. PRODUCT, INSTALLED SHEATHING OR J' CDX PER SECTION RW5.0 PLYWOOD SECURED PER ON O.SB. SHEATHING FASTENER SCHEDULE OR �' COX PLYWOOD b/S' GYPSUM BOARD SECURED PER OR 1/2, HIGH FASTENER SCHEDULE I_m, STRENGTH CLG. TYP. BOARD RE�RENCE MTL. DRIP EDGE 014. STRUCTURAL 2x FASCIA PER ELEVATIONS SEE ENERGY GODS FORMS FOR INSULATION R-VALUES PIKE- TRJ88 VENTED SOFFIT REFERENCE STRUCTURAL I°RE-E� GABLE TRUSS T1TL. DRIP EDGE PER ELEVATION WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS WINDOW ATTAC441ENT ASPER TURES IGA IONS —aca � r REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 24. OG. 1!!' THICK 2 COAT PORTLAND a, CMIU CEMENT PLASTER APPLIED In, GYP. ILL. BD. DIRECTLY TO MASONRY IR' THICK 2 COAT PORTLAND CEMENT �— WOOD BASE APPLIED DIRECT Y TOPLASTERMASONRY — * 0'-0' FIN. FLR a a .. 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPNiNG NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2)LLAYERIUNDERLAYMNTSYSTEM D1 SCALE: 3/4'-P-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4865 TYPE IV, OR ASTM D 6151 ;f ea PO �• 1_��� � � � •%� I i!i�i!i!i!il��i!i!�!��i�i!i�i.l a GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' 2X4 SPP 24' O,C. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBEIRGLASS SHINGLES PER STRUCTURAL DETAILS OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbUU ON J' O.S.B. STIFFBACK AT ALL UPRIGHTS SHEATHING OR J' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE O}L 2 PER ELEVATION x FASCIA PER Ir ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE PORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED \ b/S' GYPSUM BOARD OR 1/1' HIGH ST2z P.T. SECURED PER RENGTH G. BOARD Q.G.STRUCTURAL DETAILS 8' CMU Y n a. ti A W/ WINDOW OPENING In' THIM 2 COAT WIND INSULATION'A DIRECTLY APPLIED MASONRY WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE 111 / STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. In, GYP. WL. BD. ' CMU WOOD BASE 0'-0' FIN. FLR a B TYP. WALL SECTION NO OPNING 5 1—STORY GABLE BLOCK WALL D1 SCALE. 3/4'-P-0' A A C N I T E C T II 6 GrZ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigWoup.com AA A: 0003325 J IF DRAFTING BY: MMINN A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 813-8862802 �oveeee°o�. 8LT18DIv & LOT: SILVERADO LOT #6 BLK. #13 PROJECT# 03719.000-06131 MODEL I 2795—D GARAGE AWING: RIGHT PAGE: DETAILS 150 MPH AV. B im 2XS P.T. • CENTER OF DOOR HEADER SECURED UV (U U2' X V J-DOLT W/ 4' MIN. EMBEDMENT 111121 X 2' X 'WAGNER 4 NUT OR W (21 V2' X V ANCHOR BOLTS UM V 4' N. E IVIEDPINT UV 2' X 2' X VS' IUAANER 4 N7T— ®I 'u; HAIL& EIQEb.--� aw• E Dose eec YV (S)1/2' X V JT OR ANCHOR BOLTS. YV 4' MN. 1910'RNWV 2- X 2' X VS• WAGNER 4 40. (1) WITHIN V OF TOP. (U WTHN S' OP THE BM (D) EVOCY SPACED. ®I IIIar NOTES. ALL ANCFIORS SHALL BE N ACCORDANCE TO MA"ACTU R" NSTALLATICN NSTMICTIOND UNUM SUCH NSTRICTI" ARE MORE STRINGENT GARAGE DOOR T BUCK ATTACHMENT OAL6 N •Y•' r?I l�TI I'X4. OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1A INTO BLOCK W/ %1 TAPCONS (MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 UAT14IN 8' OF EACH END 4 18' O.G. MAX SPACING \ DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y1) DOOR JAMB TO BLACK +3/4 OR +5/4 1/13 DOW TO BLOCK +3 4 OR +8 4 A SCALE: KT . 2X4, m SECURE TO BLOCK W/ )Is, TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 18' OG. MAX SPACING. 2X6:m SECURE TO BLOCK W/246- TAPC.ONS(MK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 6' OF EACH END 4 8' cm US' O.C. MAX SPACING. K' DRYWALL 2X8,m VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-4) . CASING TAPCONS (MIN. SHANK SIZE .145 71ACH MN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMIBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. 2X4= SECURE TO BLOCK W/ j((,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE _ACV MIN. EMBEDMENT 1 Y4) WITHIN B' OF EACH END 4 NOTE= STRUCTURAL 2X NOTE, �' O.C. MAX SPACING. MOT BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL i4' NS TAPO(MIN. TAPCON MIN. I Y4 SHANK SIZE J45 EMBEDMENT INTO ELOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 WOG. MAX SPACING. I'X4' OR 1'X2' P.T. NAILER 2X8:m 11 SECURE TO BLOCK W/2-211s' 74' O.B.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .14E DOOR GASn MN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-IS/t�" 11RiD011 TO +1-15 6 C SCALE: N.T.S. 2X4,m SECURE TO BLOCK W/ a(.' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN e' OF EACH END 4 NOTE. STRUCTURAL 2X IW O.G. MAX SPACING. MST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%, NON-STRUCTURAL TAPOONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8• Cm WITHIN 8' OF EACH END 4 1S' DRYWALL IS' O.C. MAX SPACING 2X8m VX4' OR i'XV P.T. NAILER SECURE TO BLOCK WR-Y.' CASING TAPCONS (MIN. SHANK SIZE J45 MM. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OP EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1//2" DOOR JAMB TO BLACK +2 � �4" in1 11IIiD01/ TO K + -1/2' /1 111tdD011 TO BLACK +2 1!4" : N.T D E, KT . 2X4m SECURE TO BLOCK W/ Va' TAPCONB (MIN. SHANK SIZE .145 MN. HEAD SIZE 3M MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. MUST DE ON OUTSIDE 4 SECURED THROUGH SECURE SECURE TO BLOCK W/2-'Nr'TAPCON NON-STRUCTURAL �(4.' MIN. I-Y4 (MfN.TAFOSWANK lNI1HL 8HA2JK SIZE .14E EMBEDMENT INTO BLOCK MIN. HEAD SIZE _ACV4M' ' Cm MIN. EMBEDMENT I ,10 DRYWALL WITHIN 8' OF EACH ENDX4' OR i'X2' P.T. NAILER IS,' OG. MAX SPACING.2X8m SECURE TO BLOCK W/2TAPCONSOOR CASING(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4)OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER 18' O.C. MAX SPACING.ANUFACTURES, DETAILS. xTi O.1 Y meso r• IRIe� � too Hm oc�A') DOOR JAMB TO BLACK +3" E E, KTA. 2X4= �(s' SEGO 15LOGK W/TA (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS,' O.C. MAX SPACING. MOT BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL )W TAPCONS(MIN. SHANK SIZE TAPCON MIN. I.Yi I45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMU WITHIN 8' OF EACH END 4 K• DRYWALL 18' O.C. MAX SPACING. 2X8 m R I"X4' OI-X2' P.T. NAILER SECURE TO BLOCK W/J-Vo- 2X SECURE TO TAPCONS(MIK SHANK SIZE UCTURAL MEMBER 71W 145MIN. 112d WITHIN 8'OF EACH HEAD SIZE 300 D 4 6' TO 8. O.C. MAX MIN. EMBEDMENT I Y4) CASNG WITHIN B' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V; DOOR JAMB TO BLACK +3" F' E= IILTJS. 2X4m SECURE TO BLOCK U1/Y4' TAIMCONS(MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) NOTE= STRUCTURAL 2X WITHIN 8' OF EACH END • MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6=m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , Cm MIN. EMBEDMENT 149 , DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX 8PACNG -X4- OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK W/1-1/4' 74. O.B.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUACTURES DETAILS. xom r., Y r�ose+T• YW� JM�,e• xm YI®i') DOOR JAMB TO BLOCK +3-7/18' U+3-711DJDOlF TO BLACK /18' SCALE: N.T.B. 2X4= SECURE TO BLOCK UIY4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL V TAPOONlS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') 8' CM WITHIN 8' OF EACH END t )J' DRYWALL 18' O.G. MAX SPACING. VX4' OR PX2' P.T. NAILER 2XSm SECURE TO 15LOCK W/1-1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE -200 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER IS,' OZ. MAX SPACING MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H ■ +3 3/4 " V-VSCALE-- N.T.B. Grouon 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774407E www.abdosigigroup.com L AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 543E BEAUMONT CENTER 9LVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813486.2802 IguilDiv & LOT: SILVERADO LOT #6 BLK 13 PROJfiSCT/T 03719.000-06131 LRLODMIA 2795—D GARAGE STRUNG: RIGHT PAGE: DETAILS 150 MPH W. B i v � mmm��un m PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A 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 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL.12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 F1.38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/28/2022 FL17676.30 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 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 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.44R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17901.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.2 CASTCRETE STRUCTURAL ILINTELS 2027 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W WSLORIDABU ILDING.ORG CONTROL DATE: 06/17/2020 F'AItCNITECTB� 5 Grou�� 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeWgngroup.eom L AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 FAX: 813.886.2802 9VSDIV. le LOT. SILVERADO LOT #6 BLR #13 PROJECT* 03719.000-06131 MODEL: 2795- D GARAGE OWWO: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B PREFORM = CONTROL JOINT PLANU OF CONTROL JOKM Td BE WIRED TIED TO LATH . S• O.C. MAX NEW.). NOTE, DO NOT PASTEN CONTROL JOINT TO 1..A.. EVEN IF STUD EXISTS BEYOND EXCEPT STAPLED W V LEG MAY Be USED TO TEMP. SECURE CONTROL JOINT OUIVNG INSTALLATION —� FASTEERD TO Be SPACED . I' OG. MAX VERTICALL7 ///--- j' TNICK 3 COAT CEMENT \ / PLASTER RRD LAYER -2. FORTIFIDER zr BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERT.) OG. MAX AT SIUPPORTS URB LAYER •L STUCCO URAP WOOD SFEATMMG LATH SMALL x ccTNrnuwe JOON" BUT DMA M STOPPED Al, TIED AT EACH SIDE. P 40VOU 2X4 BLOCKING PER AST'T CIBe3 PLACED PLAT MAX. e• TO V 1JOJA FROM CONTROL JOINT WFEN NOTE, \ \\ / CONTROL JOINT FALLS 04 I. FASTENERS POR LATH TO BE NAILS ;it STRUCTURAI. STUD STAPLES IN COMPLIANCE av ASM CIBSS 2. UM TIES TO BE (NO. IS) C041D' WM 3. BLOCKING, 8NOUN MAY BE IN ADDM(7 \ TO WALL STIC7D MGJIRPD PER PLAN lil I II OL FOLD NI41RO. PT A n. A a. CRIAM . R. e & CLAD.. Pr. C OL TOLD NtlNlp . FR. 2. COWAN . IR. • Fow . Ar ® L FOLD NtMI1D . R. A 9. COWAN . Pr. E 1 CIISAN . Pr. 0 ♦row FT.Go m S T" PL C T UCIB tIOMOM KANIN 4R rmorrom KAN" 'L'"'°° WTRII TtO1R ORAL FOLD. ga two". Y) t1M NOTA L. KKKOYT RYM" AT aOROM OF ROOF A FALL 'M_ NPSEL APPROVED BUILDING WRAP SMALL M LAPPED A MNUAH OF 4'R4• SELr-ADMERW3 MEMBRANE b' . vVil .4L LAPS (ROLL FLASWM (COMPATIBLE UY MOUSE {. ENDS) A D' . HORIZONTAL LAPS. 4~ MATERIAL) OVER ALL SEAR NEW ED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED MOUSE nIRAP.RARNMI3 TO EXTEND ONTO PIPE UTM HE FORnMPt SHEATHING TAPE / 1. OR LESS PIPE / \ P194111TRATION / rMN ur. MTAL ,Atw \ �C X X X I OR AND OVERLAP ONE SIDE OF FETAL ,ATM SELP-ADMERNG MEMBRANE PLASMEG STEP K, 01 UM LAYSIt -L I' ASTER STUCCO UUR,s.1P ' THICK 3 COAT CIB ENT rTN F METAL LATH R6 LAYER 4, PORTPIBBR / URB LAYER -2. FORTPIBER R FIND LAG PAPER 1/ BUILDING PAPER UM L STUCCAO UR.AP WOOD SMEATMI G, SSTPS TRA, APL.ES) ASCLIPo. \ffrr I IMQIIPW TO SECURE PIPE/ URe TO PRAMM ro'\PAPER LAP Q KICKOUT DETAIL "TER TWO ORAL mm at NRJOW DO rnT w r Ma uTu ALL LALAP x, Y NDa, SIDE LAPS OF METAL PLASTER DAMS SMALL BC SECURED TO FRAMING, MEMBeRD. THEY 04ALL LSE TIED WTUEBN SUPPORTS WTI 004III (L21-MAP) UIIRE AT NTERVALe NOT MORE THAN V (228-MHz AS PER ADM CW63 II.L FOR REPAIR OF TEARS IN URB LAYERS, TEARS MAY BE PATCHED WA40LU URAP TAPE PER MANUP. OPEC. OR PEEL 4 STICK wow SMEATI BUILDI PAPEF eTUCC WOOD SHEATHING OR CM WR5 LAYER el, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 GOAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR8 4 TAPE OVER ROOF/WALL SCREED z S'XS' •L' TYPE CONTINUOUS F Z 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. N.T.S. D'Fb' 9"-ADMIRING MEMBRANE PLASHING (CCI PATIMILE UY MOUSE WRAP MATERIAL) OVER 4'F4' SELF-ADHERNG 1 EMBRAME PLAS14MG OVER APPROVED MOUSE UR.4P. PLASMNM To EMEND ONTO PIPE ���p � CUT AMOVE L.AP ONE BIDE DO STEP 02 FLASNMG�� 16 -- LM LAYER st enxco uR.P WINE LAYER 9, FORMOffR OLKLO G PAPER METAL LATH S'Fb• SELF -ADHERING MEMBRANE FLASMIPG OVER 4'x4• !ELF-ADMeRING MEMBRANE PLASFIING OVER APPROVED MCLISE ot - t><.AeHIING TO EXTE115 awro PIPE %'COW. BEAD OF SEALANT INSTALL APPROVED MOUSB~ AR WILTRATION BARRIER OVER SMEATHNG SECTION PER SECTION 8Z 60rkr ldI ow OIYMIIRIO Ext"r use of poNend cement plaster shall cmoy Wth the applicemn rsgA- ntsofASTM C 92612A Instaastim of exterior IathM9 and f wNn0 shell 22Ty ywith ASTMC 106312A. NEW= LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-64-1-013, MIN. 2.5 L55, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A E C N I T E C T 8 G WRpin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdosipgroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8134188-2802 WNoj OEM MAT: SILVERADO LOT #6 BLK #13 TO ROJMCT# 03719.000-06131 moDELa 2795-D GARAGE 811IMO: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B BACKER ROD BACKER ROD WRB LAYER 91, STu=0 WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM F-ANGEB OF NON -MOVABLE FRAME OF THE EXHAUST. SECIUENCE OF FLASHING TO BE: L BOTTOM- 2. SIDES- 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,V CAULKING • JOINT ALL AROUND PER SECTION R703.7 ExhwW lathing lid ptestxlnn 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. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 49, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD — 020TUCTION b SHEATHING LAYER 9, CO WRAP LAYER Q, FORTIFIBER 6' WIDE STRIP SELF ADHESIVE FLASWMG, CLEAN MASONRY BEFORE APPLYING Z FLABNMG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFI5ER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84-1-OS, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES @ DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH - WALL 6' SELF ADHESIVE F-A614M (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FL/ A VENT PENETRATION SCALE, N.T.S. ELEC. METEf VERIFY LO "'RCA ltJ RCK.CIVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING UJR5 LAYER "I, STUCCO U)R4P UJR5 LAYER'2, FOWIF15ER BUILDING PAPER THICK, 3 COAT CEMENT Ifs" TO V MID -WALL WEEP SCREED : W SELF-ADHESIVE FLASHING WOOD FRAMED - , L WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOGYANOTE-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 CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER N, STUCCO WRAP WOOD SHEATHING APPROVED HOJSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAA EDCsE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI' SEALANT AT JOINTS AND INTERSEGTIC STEP *1 STEP #3 WOOD SHEATHING LAYER Q, FORTIFIBER BUILDING PAPER METAL LATH WOCID CONSTIBlCTION TEXTURED f -FINISH a WOW FASTEN TO WOOD STRlCTURAL MEMBER - T' O.G. MAX V CHU E V TO)1'no-WALL WSSLEP aO1RPED E] Z' 6' WIDE STRIP SELF ; AD IESIVE FLASHING, CLEAN -. MASONRY BEFORE APPLYING FIN16W • MASONRY (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCKI S' WRB LAYER M, STUCCO WRAP 4777777 CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER ry STEP #2 WR5 LAYER "I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 4, FORTIRBER BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1 N C N I T E C T 6 Grown — n. rtrmwn .1— LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd"ghBoup.com AA ff: 0003325 DRAFT I LTAMPA, ESIGN GROUP AFTING INC. 54UMONT CENTER BLVD. SUITE 1004 FLORIDA 33634 813888.2828 87.3.888-2.2 aLJ]BDIV de LOTe SILVERADO LOT #6 BLK #13 PFlOJECT# 03719.000-06131 Wo EL' 2795- D GAPAGE BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WOOD WRIS LAYER 02, FORTIFIBER CONSTRUCTION BUILDING PAPER 'Yi HAT CHANNEL il' THICK, 3 COAT CEMENT LLV%' TYPE 'X. DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHND WEEP SCREED WOOD SHEATHING 4' POSITIVE DRAIN nreo nC�En .. .' WPM LAYER 9, STUCCO WRAP _��``` 1' THICK 3 COAT CEMENT .PLASTER `` 6' SELF-ADHEREING AMi6-UFIIIC-TSm CI i _ FLASHING WRAPPED i ' �` �� • TOP OF WEEP SCREED TO SHEATHNG BELOW WRB LAYER 9, STUCCO WRAP WRB LAYER 4, FORTIFID i BUILDING PAPER •. 6' SELF-ADHERENG WRB LAYER 9 /� FLASHNG WRAPPED STUCCO WRAP / • CORNER OF CANTILEVER AMICO 4Mbi-UFa1G-M8® CUSTOM CASING BEAD - I I/ n, 4- POSITIVE OMAN 2 DEEP SCREED NO GAP INFIELD —' (SHOWN POR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE= I IR'•1'-®' NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-541-0S, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRICTION WEATHER RESISTIVE BARRIER 9 3/ I RESILIENT WEATHER RESISTIVE RRIER 02 CHANNEL Al 111111'THICK COAT CEMENT VINYL CASING BEAD PLASTER 5/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PANTED {{WOOD SHEATHING FINISH J' THICK 3 COAT CEMENT (2) 2xI2 HEADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER n VINYL CASING BEAD k THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXfURED t PANTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT NEAOER/DEAM PLASTER VINYL CORDER BEAD VNYL CORP. 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @M_P__ED�GNSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TR" WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE - BARRIER 02 THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHF-AT14NG EXTERIOR GRADE DRY WALL 4'POSITIVE DRAIN PLAB' ER3 COAT CEME ==CEP aroean ---- VINYL CORNER BEAD ZNOGAP IN FIELD VNYL CASING BEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @pAANITILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD SHEATHING -ADHESIVE FLASHING x—x—x—X COLUMN SHEATHING WEATHER RESISTIVE BARRIER 9 3' X 3' 26 GA. GALV. UEA`T14ER RESISTIVE FINISH LAYER (2 LAYER METAL DRIP EDGE 15ARRIER *2 PEEL t STICK) SET IN FULL BED OF 6' PEEL t SEALANT,Yj' MIN. SPACE FROM DRIP r 6' BAF. PEEL t STp< STICK • DRIP EDGE TO FACE TO TREX I )6'x3' 'L' FLASHING;DECK FULLY EMBEDDED IN ROOF CEMENT I Yj' X 3' 26 GAGALV. Yi GAP FOR BACKER METAL DRIP EDGE I &XI 'Y4 P.T. OR SIMULATED ROD t SEALANT 4' GAP FOR BACKER SET IN FULL BED OF WOOD (TREX) FILLER — VINYL CASINGEAD B ROD t SEA LANT SEALANT,1�' MN SPACE FROM DRIP CONTINUOUS , FACE TO TREX WEATHER RESISTIVE WATER PROOFING lot WEATHER RESISTIVE VINYL CASING BEAD .I BARRIER 9 LAYER (2 LAYER PEEL t BARRIER 9 WEATHER RESISTIVE STICK) WRAPPED FROM UJEAT14ER RESISTIVE WATER PROOFING Im s BARRIER 02BALCONY DECK TO .mscrMn ws BARRIER •L LAYER (2 LAYER PEEL , _. EXTERIOR COLUMN CANTILEVER rwa=wauw,. -"mre"�r t STICK) COLUMN SHEATHING 6' PEEL t STICK •. DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP PEEL t STICK *'SAP. SUB FLOOR EDGE I )6'x3' 'L' FLASHING ®® 3' X 3' 26 GA. GALV. SUB FLOOR FULLY EMBEDDED IN METAL DRIP EDGE ® ROOF CEMENT — -- SET IN FULL DIED OF I)¢' X 3. 26 GA GALV. I NXI 3'4 P.T. OR SIMULATE SEALANT, V MN. METAL DRIP EDGE WOOD (TREX) FILLER SPACE FROM DRIP FACE TO TREX I )f'XI JIF P.T. OR SIMULATED SET IN FULL BED OF CONTINUOUS WOOD (TREX) FILLER SEALANT, V MIN. Y4 GAP FOR BACKE VINYL CASING BEAD CONTINUOUS SPACE FROM DRIP ROD • SEALANT WATER PROOFING letY4' GAP FOR SEALANT FACE TO TREX VNYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t OPT BACKER ROD PEEL t STICK) STICK) WRAPPED FROM MODIFIED w WATER PROOFING RESILIENT BALCONY DECK TO LAYER LAYER (2 LAYER PEEL t HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM J' THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO PLASTER VNYL CASING BEAD CANTILEVER METAL LATH I' THICK, 3 COAT CEMENT b/S' TYPE 'A' DRYWALL WOOD SHEATHING PLASTER W/TEXTUIRED t PAINTED WEATHER RESISTIVE BARRIER 9 9/8' TYPE 'X' DRYWALL METAL LATH FINISH WEATHER RESISTIVE W/TEXTURED t PANTED WOOD SHEATHING THICK 3 COAT CEMENT BARRIER 4 FINISH POSITIVE PLASTER 4' POSITIVE ORAN il' THICK 3 COAT CEMENT 4' DRAIN WEEP SCREED VINYL CORNER BE Na--- orEP eCREEn --- PLASTER GAP IN FIELD VINYL CASING BEAD NO GAP IN FIELD —NO VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSORIES ONLY) BALCONY 11 EDGE INSTALLATION 0 DRIP BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING * 1' O.C. MAX. 41 WRB LAYER "I, STUCCO U)RAP U100D SHEATHING METAL LATH .-,. WRB LAYER a2, FORTIFIBER BUILDING PAPER 14A CORNER BEAD Ca? FRAME 2 CORNER BEAD ....:.:.......: . ,,.._ — (FASTENER t SPACING to 1' O.CJ CMU b/b' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � p\CORNER BEAD � BLOCK WOOD SHEATHING WR5 LAYER 9, — STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER—-—, METAL LATH J' THICK 3 COAT CEMENT\ PLASTER IS'SELF-ADHERINfs- FLASHING -ja�A-u- WINDOW) FLANGE WRB LAYER 4, FORT BUILDING PAPER — METAL LATH THICK, 3 COAT CEt PLASTER _7 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE— ASING BEAD ® WINDOW ( FRAME, NO BAND) WOOD SHEATHING SSTBTUCCOYWRAP 1 U)RB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) AI R C N 1 T Ina LONGWOOD, FL 327'SO PH: 407-7746078 FAX: 407-7744078 www.abdeWgngroup.com AA X: 0003Ilk -32500 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134I88-2628 FAX: 8134I86.2802 ammm� BUDDIV. & LOT: SILVERADO LOT #6 BLK. #13 PROJECT#1 03719.000-06131 MODEL: 2795-D GARAGE >lITIiWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 JJPH EXP. B WOOD SHEATHING -� WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER -� METAL LATH N, J' THICK, 3 COAT CEMENT PLASTER VSELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER I BUILDING PAPER METAL LATH i ..(EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 9, STUCCO WRAP WRB LAYER 4, FORTIFI15E BUILDING PAPER \ T� METAL LATH i' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Yi GAP TYP CASIW. BEAD IX TRIM MEMBER TO TRIM • STUCC.O TO SIDING TRANSITION SIDING WOOD SHEATHING WRB LAYER 9, STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 9, STUCCO WRAP CASING BEAD b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SHEA7114M6 — WEATHER RESISTIVE BARRIER M IIRATNIR RESISTIVE BAMBIlt O %x 'I Ya' LM GIDR FFLAMM RMb STARTER STRIP 6"AL PLAGWINIS SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION WSELF-AIDNE011*6 IS 1ARe�lER �616TIVE HEATHER RESISTIVE BARIRIER 7 NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01,Wom ION ° "�'r10111"T STUCCO WRAP boo Ma — ACItMGTIV— IS R WEATFER M616TIW — awmER 4 WRB LAYER 02, FORTIF15ER 'Xx,,Ak'"I'blom BUILDING PAPER � IRM— METAL LATH STARTERSTRIP— (EXPLO J" THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) CASING BEAD Ca? RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' a I'-0' J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( Y.•.• WRB LAYER 01, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CAT (W/fib' FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER WERATFRR RESISTIVI \ EFt 9 TO LAP IN.AAi40VE `DA / TOP / OF W FLASWM6 UEAT14lIR PIES I \ SHRIEK R WEATMR RESISTIVE / BAPMER a \I \\ I `ALVVNMiN'TAL R E-i DEAD VINYL CABINS, ` � Y(' �x� •' SA'RLATED CIWi(,' ILE7CIBLE PVC , RIIOW TRIM I'W ER BACKER ROD! \ / 'SELF-ADFERM6 W SELF4 IERIYs \ I I PLA04M t^ 4w PLASTER \ OR APPROVED SEA WEATB'AHER W618TIVE \ "1... DDARMIER RESISTIVE UIRATNER PM16TIVE E-i eem VM1' ee DARItlER 4 (D�A<.K8 RODE PVC SIDING TO STUCCO e°A:adeRl�vsIeTlVe ® FRAME TO FRAME 19 TRANSITION WRB LAYER 9, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER Fi' SELF ADHESIVE FLASHING BELOW EXPLODED i O R CLARITY Y4' GAP TYP a}' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT —1 . / . TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER I BUILDING PAPER I WINDOW FRAME WOOD SHEATHING I WRB LAYER 01, I STUCCO WRAP b' WIDE PEEL 4 STICK OVER FLANGE 1 WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING 1 (U l%l FLEXIBLE PVC BACKER ROD) MEMBER *APPLY FULL BED OF SEALANT BETWEEN J 4 BUILDING WRAP BUILDINGFLANGE WRAP ��EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — I,RcN I T a c T I 6 Grown 1991 R. RVRNLY RCAVXR DL�Y. LONGWOOD, FL 32780 PH:407-774-6078 FAX: 407-774-4078 www.abdealgngroup.com AA �M: 0003328�M: 0003325 DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488-2628 FAX: 813888.2802 9NINI1113 mm SILVERADO LOT #6 BLK. #13 PAOJZCT* 03719.000-06131 aiGaZ%A 2795— D GARAGM awns: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B N IT III T8 CUT HCIIWEum AT NS' ANGLE mmmw '1, C N HOUSE~ LINK CP WINIXIII I opowlI I L4 % I APPROVED HOUSWRAP OVER SMAT14NO OVER WD BTUD WALL STEP 1 WOTALL S- BELP-ADIERNG FLASWM OVER NAILING FLANGE JA W ExT LO SILL G nN �� / I.eELow SILL \7/\ RAMBLE FLAlNSIG DO NOT WEAL BOTTOM FN STEP 6 *B- FOLD N AT GLOP ALIGN R-AWN3 0 M. EDGE G! SILL Mo. mmCR*4IC.Y.LY FASTEN FANNED EDGEa(CAP NAUA. STAPLES) INSTALL DUACNT PIJD* P AS THE K A04M AT THE SILL POW wouem~ DOM 4TAPE DIAGONAL GUT . ACOM MEAD ar UINDow +0-ow-'m? INSTALL S' WIDE ACON" SACKED PLEXIBLE PLAWMNI MNTEEAL OVER DRIP CAP JONT(PROTECTO-URAP BT-20M ew EGUIV) STEP 8 '11� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS e SIT bKm t IT IS TILE CONTACTORS IIEBPONa1SILTY TO VERFY THE 00WATISILMY OP ALL PRODUCTS INCLUDING HOUGM~. BEALARS NSELF-ADHERING FLASHING MATERIALS UWED DURING OOTMTNUCTICK 2. WNTALL ALL MATERIALS PER MMItAOTUEU1a WUTIEN WPECFICATICM WARMIOL SEAL MAY REACT ADVERSELY F NOT CCWATISLL LEAN AND BEAL JAMB TO BILL JOINTS WITH DOW IMS FOLLOWMG COMPLETION OF EXTERIOR RETROFIT WOW REEPALIR OC4EiME SWOW N 814ALL BE IMPI-EMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW TI-E WINDOW OPENING AL INTERIOR PERIMETER OF WINDOW WITH SEALANT I wn..-w. I FAX: 407.7T4-4078 www.abdNld�I�oup.eom AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 818588-2802 avaD:v. aW XAM SILVERADO LOT #6 BLK #13 PROJECT# 03719.000-06131 MODEXIC 2795—D GARAGR 81rWG: RIGHT PAGa"WALL ASSEMBLY DETAILS WINDOW FLASHING 150 MPH EXP. do Dp-MTAi , 7/07/20 aCALE: 1/4"=V-0" at>l ET WA5 —2X6 SUB-BANt) W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE ,1�\ 11 —1/8' TEXTURED I FINISH ® WOOD 1/2' TEXTURED j FINISH w CMU / METAL FASCIA WRAP Ys' FROM STUCCO, I' FROM ------------ a WOOD WALL \� Vi EXTERIOR WALL (FRAME OR CMU) \� �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ©PL)4N )4 1/0' TEXTURED FINISH • WOOD, 1/2' TEXTURED PIN1814 • GNU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD BNEATHNG x x x x x x OR GNU WRO LAYER h, x x x x x x STUCCO WRAP(PRAME ONLY) x x x x x x x x x x x x WRB LAYER 4, FORTIF15ER x x x x x x x x x x x x x A BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 BUD E1AND R100FMG CEMENTX X X x x x x x x x xFELT x x x x x x x x x x PAPER DRIP EDGE x x x x x x x x x x DRIP EDCsE KICK OUT x X X X X X X %(REFERENCE x x x x x POINT ©FLAN BMETAL //�� ONLY • FOR WALL OFF x , SET OF COMPONENTS) —ROOF KICK OUT REMOVED FOR CLARITY TROOF: DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) I1/8, TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH * CMU 2x& SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT O WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS V-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH* END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X X X X x X % X X X J x x x x x x x x x x xxxxxxxxx% x x x x x x x x � x x % x x X SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. )'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAD 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 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. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A R 8 N I T L 6 T 0 Grou ' Tn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeaiipgroup.com AA N: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: SiMMS 2802 �NIIIIIIII sxmEry as t.OT: SILVERADO LOT #6 BLK. #13 PROJECT# 03719.000-06131 MODEU 2795—D GARAGE SWMC;: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH E . B u FD AR N PRD�T 7/07/2-I DATE sC W.Z: 1/4"=1'-O" B*EEET WA6 4 0 R �J TE-1 F— F2-30X30 I V-4- 4" CONC. `D Lu fi�' SLAB e Fi-30X30 FM-16X,8 —7 r— - - - — — FM-18X18 — — — — — 1" PVC CHASE 1 • EMEND [FOR ELEC. @ t 1 SLAB 1 1/2" T ISLAND 22-2" V-10" • -------- ------------ 010. ? TOP Of SLAB 0 I� I� Ig i i� `v lV 7 t.t N sl 2'-3" 5 10'-10 EXTEND SLAB 1 112" I F1.24X24 I2" -31l2 4 3'-0" V. i l FMCAISX18 4" CONC SLAB aD w� 4 2" T-6" _ FM-16X18 _ F1-24X24 _TE_t 4" PVC CHASE 19'-0" 'CON, SLAB WEN SLN 4" CONC. SLAB _ _ TE-2 *-51/2SLOPE 1/8' PFR FT 18'-10" FM-16X18J z g 1.1 N e'xo l LL 16'-0" 2'-0" q +-7 1/2 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, MINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 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.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} 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 ITHICKNESS REINF. REMARKS Bab WIAXW1.4 OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BAR5 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-1SX18 16' CONTINUOUS 16, - (2)#Vs FMC-16XIB 16" CONTINUOUS IV, - s #51N CURB VARIES P1-24X24 24" 24" 12" () 5's ( a - "BELOW GRID TEA 8" SEE PLAN 8" TE-2 8" SEE PLAN V. - s (_)0'-0" CWC-12X12 12" CONTINUOUS 12" - s #6 IN CURB VARIES F1-30X30 30" 30" 12" (3)#5s (3)#5's (-)B"BELOW GRD F2-30X30 30' 30" 12" (3)#5's (3)#5'e -)12"BELOWGRD FOUNDATION PLAN SCALE: 1/4" = 1'-0" A R C N I T E C T s _ ?Ign PH: 407-774.6078 FAX: 407-7744078 www.abd"gngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 8134UW2802 UL SILVERADO LOT #6 BLR #13 PROJECT# 03719.000-06131 tl[ODEL1 2795-D GARAGE BWDFG: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B !1 DA RWT 7/07/20 aCALE: 1/4"=1'—O" arREET s1 30' MIN. EACH WAY - MONOLITHIC FOOTING Z. 2 STEEL REINFORCING IN GROUTED `� STEEL REINFORCING IN GROUTED _ p IL CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 4 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS I ° W U W .. ° ., I GARAGE DOOR W RECESS vU �a w :. °� FM { gM N Z 8" CMU WALL O N 8" CMU WALL I , f CORNER BARS, SAME SIZE AS LARGER BAR Lu Lu w 8' O Z .- ..I FOUNDATION WITH 30" LEG EACH w U •- ' TOP OF SLAB O WAY AT ALL CHANGES IN DIRECTIONS W I . r' SO THAT THE STEEL REINF. IS CONTINUOUS to TOP OF SLAB = MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ' • °, EXT. PORCH SLAB <,.• SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) PORCH A�I�g SEE SLAB SCHEDULE TOP OF GARAGE- °' °.. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �=p. AT ELEV: W/ 1!2" ISOLATION JOINT (WHERE. • 6" CHAMFER (2STORY) I8" 4!4 24" EXT. SLAB W/ 1/2" ISOLATION 4" CHAMFER (I -STORY) • 6" CHAMFER (2-STORY) .: APPLICABLE) i SEE SCHEDULE 30„ JOINT (WHERE APPLICABLE) i -ii EE SCHEDULE a_ 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 � �1EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 GARAGE 6°ALE:3°"=''-0" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=V-0' SCALE: 314"=V-9' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. HEIGHT 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 0 a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE S NEW REINF. BAR SPACING. SINGLE BTM. PLATE il2'k8" WEET BTM. PLATE TO BE PT. O 0. SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED d g EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 19- OC ONRY NAIL 18'SLAB /O/C STAGGERED. GALVANIZED PIPE p SIMPSON SPH4 OR SPH6 MAX. ADDITIONAL METAL W/FLANGE BASE FOLLOW ALL MANF. BTM AND TOP PLATE CONNECTORS NOT SPECIFICATIONS FOR ANCHORS WI' x 1 1/2" REQUIRED WHEN NO _ USE AND PREPARATION OF COMMON NAILS FILL ALL HOLES, DO NOT USE tOd W fn UPLIFT IS PRESENT. w HOLE. 3" C x SEE SLAB SCHEDULE S EE SLAB SCHEDULE SECURE FLANGE TO Q Q SLAB W/(4) 1/4" X 2 il4" p QOt' +- 0'-0' +- 0'-0" TAPCONS JL O TOP OF SLAB .. _�.. TOP OF SLAB Q •. 4 4" CHAMFER (1.STORY) ° �` �, �` - =° .ram° 6" CHAMFER (2-STORY) - EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL Q INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 5 6 MONOLITHIC FOUNDATION SCALE:34"=1'0 (W/ UPLIFT) SCALE: 3/4"=V-0" (NO UPLIFT) scALE:3a'=1'-0" SCALE:3/4"=V-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT TT 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 i WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE Q ^ STM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0 PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ADDITIONAL METAL41r m U CONNECTORS NOT REQUIRED WHEN NO C Va1 UPLIFT IS PRESENT. O 8" CMU WALL M Z •- 0'-0" POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB I SEE SLAB SCHEDULE 2X WALL FRAMING mv ._ p•-0" SEE SLAB SCHEDULE 112" DIA. SIMPSON STB2 BOLTS 5" ' TOP OF SLAB n• i MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND V 16"O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH 333 FOUNDATION AND SLAB SEE SCHEDULES SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO SCALE:3/4"=1•-a' (NO UPLIFT) Ep OTING AND COL. PAD �� BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" GreI,n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 V VW.abdes*group.00m AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486.2628 FAX: 813.886.2802 avBDIV. & !AT SILVERADO LOT #6 BLK #13 PROJECT* 03719.000-06131 MODEL1 2795- D GARAC;E SWING: RIGHT PAGE: DETAILS 150 RH FA. B JL 1 DAw 7/07/20 SCALE 1/4"=1'—O" aiIEET S1.1A A N C N I T E C T i 4" g -g• -0 t2*-0• 18'-11" Zv 22'-9" 15'-4' tO 26'-T" e 4'-10" iQn JK zo a 4 'v N Q ao N O n V �i 0 Y in a a a a 4 N N m A i7 4 P Cf A Y fV zo a m N v I4 m M 0 m O 5'-2" N (oZ VI � �? L) n w J I] l7 v f` 1 V-8" " N 7'-10" 4'-0" DOWEL PLAN i -0• SCALE: 1/4" = V-0" 18'-4" I� I PH: 407.77"078 FAX: 407.77.7. www.abdeelgngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.866.2628 FAX: 813.886.2802 �e�000000�. aUBDIV. ae Lotil SILVERADO LOT #6 BLK #13 PROJECT/ 03719.000-06131 MOM", 2795-D GARAGE EMMO: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B TIE VERTICAL REBAR TO HORIZONTAL REBAR WI10" HOOK GROUTED BOND BEAM • � as O CLEAN OUT REQUIRED Q FOR INSPECTION m ao a a O o 0`0 FIN.FU' +� • TIE RTICAL REBAR . 3 TO HORIZONTAL . a,: REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z� #3 18" 0 #4 24" m U #5 1. #6 1. #T 42" HORIZONTAL/VERTICAL REINFORCING (D SCALE: 3/ OFFSET METHOD CONTINUOUS K#7 BAR DIA. METHOD 24' HORIZONTAL/VERTICAL 30. REINFORCING 36" 2 42" SCALE: 3/4"=1'-0" #5 BARS B" ■ o CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=l'-0" I T I c T 8 -PH: 407-774.60"' FA): 407-774.4071 www.abdoWgngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813885.2802 OIIIIIIIII3 IP BLMDIV. ASILVERADO LOT #6 BLK. 13 ROJUCTfp 03719.000-06131 MODELA 2795-D C;ARAa'7 BLIING: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W! (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE 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. T. 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER (off 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK O (2) 2X12 © (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I 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 (ps1J �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING SBi MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `INB�98eM SAFE LOAD - POUNDS PER LINEAR FOOT 0 SAFE LOAD LF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH � wom aF1a4a amn eF" W" INam TYPE LENGTH B118 an RCMU TYPE LENGTH n++T 4t v �'+¢+i stain ena+7 m1a27 eFao.lr Omar epad•1r Ieadir e10a1T ran eFaa+r erase mats rte•ts moo•» R84fs mo4a mats X-C (42') PRECAST 2231 3/M alp 11n Ned m iml Y4r (421 PRECAST 1025 1024 I= 94!' (42^) PRECAST faN a1N a/M 404 eN0 $132 70M dem nia 71m W4 Imm 11em w1e m 304 4104 aNe $132 7mf 4'-0' (4B� PRECAST 1988 inn 8e20 NID Net 70M ew7 1'd' (4S') PRECAST 7B6 789 1309 4'-0' (48") PRECAST tap pm a0N 3n6 46A pN e0'A tm 41ro ni3 Tan N74 tolls IWO lap sap Sop ape 4170 am W9 4'-0' (611 PRECAST 1689 m10 ip1 alp 46» sm epd 4'fi (611 PRECAST 692 591 1073 4'-0' 1649 PRECAST 19m 20p Y7a/ 7ne dins 471/ p» 41115 n1a 7a47 p72 1pp 111m tm7 Zap min 3m 400 4711 N7/ 84' (84� PRECAST t217 14M tm »N nia am 4m (841 PRECAST 417 411 748 84• (84") PRECAST the 1n am aloe a1N >on dpt ma m I.W.8V' the Im 2me 2m sap San 4m 8.10' 1T0'1 PRECAST 1082 ttm tns ten m 26N sap ad7o B-t0• (>p) PRECAST 940 999 818 6-10' (70') PRECAST Im »N awl 9m Itp 14M out 4m nr 7181.Jps ma fen Zap 2M awl ono 4/0 8� (7F) PRECAST 908 tam 2177 sm 3031 3707 4aN oon p'E (78^) PRECAST 607 721 490 943' l75"1 PRECAST pa aw inn m tees 21" 34M pet am + NN m wn UN pN 27N met m2 T2' (90') PRECAST 743 tnt 1720 NM 22N NN not 3016 T-0' l901 PRECAST 424 634 989 Td' (90") PRECAST Na7 am 10n I 2-m NIe Nn elp sm 1p4 21N 24N 2W 31N 94' ii PRECAST ( 2') 664 sae Im I= MR 1m sfe lam 94' (112� PRECAST 928 612 280 94' (172� PRECAST 1 1 2147 SIM 126 »p 23N 3m pp me Imp /Ne me4 am ( 28� PRECAST 1941' 1 475 m m 12n 2m1 2M 21N 2510 19-0' (12n PRECAST 204 401 180 1010 (IM PRECAST M. ew Ila 'Im 7 2011 ew top tep 2ma 2wt np lfeo +47a +7N 2me lawNa 114' (188� PRECAST 96a sm 72N 16w aam 3tm 41m 11'4' (13n PRECAST 200 452 154 ITW (1W) PRECASTap Ell eN 1m7 tin 1n IM ae tam tsw mp a1m dam fa7a fop /ew min (144') PRECAST 337 m 1» »M IeM 2m 2111 NN 124! (144') PRECAST 244 402 137 12-W (7MI PRECASTen 724 m174► m3 Im 74NRIM 2"m s m ew 1112 20Mdo 194' (18D') PRECAST 215 7m Ina im 2n0 m IY4' (IWI PRECAST 217 32A 1m 184• (150� PRECASTdo eel lee 1N 1 132 7w m76 /m 2a1e pN 7N 110 w 1en ga 14'-0' (108� F1U3G36T 279 p4 NO 1100E tam min 2m IV41" (188') PRECAST 206 203 100 I'Mr (10n PRECAST 1p 'meN 7i1 m 1 1m 442 im 1002 13N awl 1m 4t0 4 a n7 Im 1 W 14'HI' (170� PRESTRESSED N.R 1N NR NR NR NR NR 14'4' (176') PRESTRESSED N.R.254 9t t4'•9' (IM PRE87IMM m 2w and 3N aN m sa m m 0» 1131 17N 4N 7p 7a'm tNa m17 ant 1S4• (1840 PRESTRESSED N.R. let M NR M NR M 194' (184') PM RIE88® NR 2d0 83 19W (1841 PRESTRESSED 274 2N aw ale 4N ew em Im M. n1 fep N2 Is 17N 17N 2pD 7n3 1T4' (206") PRESTRESSED N.R. NR NR NR 7m NR NR Im Ir-C Xn PRESMESBED N.R. 194 04 1T4' Mn PRESTRESSED w/ fat M. 3m 4N m 01 7b m t 7N IVI In. +4m m0 m m f3N IM few 2047 194'NR Mn(za2') PRE3TR688ED N.R.NR2m 11R Mf NR NR 794' (28Y) PRESTRESSED N.R. 148 82 194' (Z97) IMi587RE88ED 1e2 we me 2q 1N 40 M Na W. N1 p7 Masi 1227 m m ton tam wte the 21'-4'R (268') PR66If5 8ED N.R.N NR NR NR wa NR NR ��� (26� Pltl R. 12S 42 2+4• ( ') PItEDlAEDBED 111 W 204 m 3n m m en m ltf eM 1m ew fine ISO so m eo 11w 1ae1 wee 2742• (2541 PRE87) NR NR 0 fn NR NR I4R NR �.-0. R849 PRESTRESSED NR 116 40 274T (2041 PREBTRE88ED tt/ /n m m 3N aN 371 n1 4N m ode ep m ft Iw 1e6 ete aN 7M Ion wN /aN 24'4T (288') PRESTRESSED N.R "" MR NR � � NR NR V-V (#83') PRESTRESSED N.R 91 83 2R-0• On PREBTPE88E) tx IN 77e 2m 217 a» 3R 40 4w ON 4N j 757 d In na m2 7N 4w W4 1N was win (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#)THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. ALL VALUER TAKEN FROM 'SAFE LOAD TABLES' BY CASTCREIE MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 4' OF BEARING PAST EACH SM OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 1�,---------- BF16-1TlOMI1B---------------T/OMOBI----------- 8F76-i-- 1 1 I 1� Ig 1 +b IW 1 1 1 N 1 1 1 UNO, PROVIDE B81 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 94'. UNO. �1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 i I 1 1 ,1 .I m1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 �1 vl 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 of of LL, ml I 1 1 1 4*4*I L88RF14- ' i / 4' ; 1 f I 4* i 1 1 4,,% 1 1 i 1 `, % 1 1 ,%I 1 1 8F36-1T/0M/0B 1 i 08 1 DB 1 9'4^ 1 r- - t---------r ------------1 I 1 I 1 8F36.1TIOM/16 1 -----41 1 1 A. L-----1----_J L------------"--L-------------J LIFT BEAM PLAN 11 A N C N 1 T 1 C T S Gr De ' In Li"iRONALD REAOAN SLVD.GWOOD, FL 32750 H: 407-77441078X: 407-7744078.abdesigngroup.com AA C 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134366-2028 FAX: 813-MG-2802 roAA17TW&T7/07190 3 1/4"=1'-0" s2 NOTES TO THE INSPECTORICONTRACTOR TYP. 811xv, i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL EIGHTE O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND a0 AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 9'xl6" yo 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH OJE / COURSE OF BOND IS OMITTED AND A EL IS PLACED. THE STEEL COURSE OF BOND BEAM REINFORCING FOR E BOTTOM BOND BEAM ISEAM / 1#5 TOBE CONTINUOUS THROUGH THE TOP OF THE LINTEL,1- / A 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.�F VERTICAL REBAR W/ 10" HOOK / �,\ 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM / �.L\O� EACH COURSE • O 8x8 BOND BEAM TOP OF • �Ga\� W/ (1) #5 BAR BOND BEAM y 30" TYPICAL F F = FILLED W/ GROUT q\AO U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2NO BOND #5 BAR IN BOND BEAM WIDTH BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 16-1 T/ 1 8x8 PRE -CAST CONCRETE NOMINAL —�� LINTEL W/ (1) #5 BAR (L2) Qp HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY 6 OPENING - 2" CORNERIS IT ISTHIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM Sx8 PRE -CAST CONCRETE SCALE: 3/4"=l'-0" 1 AND XFXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 314"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX. 1T/l M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1T/OWGS INDICATES SIDLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE. 145 MIN WINDOW SIZES ..300 MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN PRE -CAST "3 19' 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 VAN! 8" v SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114" 7 0 EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZEA45 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1l4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BILK EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL �1 SILL CONSTRUCTION CORNER BARS "r ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: i 1/T'=1'-0" C 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL 50 THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. I > I - SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I II - I�8x8 il CMU PIER PROVIDE N15 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 SCAL.: =V-W LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=l'-0" (DISILNGLE F-ANCN IT I C T 8 6 GrouFn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2620 FAX: 8134BW2802 SUBDIV &. LOT: SILVERADO LOT #6 BLK. #13 PROJECT# 03719.000-06131 MODZU 2795-D GARAGE QlRNO: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON Hl OA OR LGT2 W/ l Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS SHALL BE FABRICATED W/A2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSSTO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. y✓� c� c� c� 'w u-i 13 'w lii 1-1i w' Ili w w u� u� 'w w u� 'w w' 'w 'w c� c� c� ,t,�� CJ1 --p---lN®i---Igpr--egm--tiNl---IgAr--gny---7yA1-- N .yn N gA ge .gA Ilr—g--�—�--�--IL—�-- N CJ1 yA CJ3 m tl tl p R H tl R R N N tl tl N 11 N p N N tl N CJ3T CJ5 I ka�. N 11 H II 1C H II II N X H 1 pl M H N p N I ai... CJ5T I 31 I I 1A I AH7 .1 I II I i s m a m®am=tea •:aye=>maez:= :ae:0�a� i�aiiTcaTm' i- i-imm6mm tiA 2X4 BLOCKING BETWEEN TRUSSES — — — — — — — J ZPG.i.,.TOE NAIL®TO ADJACENT'miisi:�'a;i�ii�'s��'eiii;�i TRU88E8 W/ (2) l8d COMMON t�Q MAU & SECURE TO SM. W/ J.......m.. SWOON LTA2 USED TO BRACE TOP OF WALL .I............ I..s�..=.a®= .... ....=a. I II a.a.am®s.s.msa.�maaa.+a m..l.jassmsma®..= •m �a :.:®aa�..m.�a C--- d.®............l..: I I I ,!®:::a..zm®az®z.z:�la zze: u m ._ .I:3s��az:z..zz�za®. n m . 22x I I I y. m. a.:.:mama.. a.la =am. : nATTIC aL�filFrh�e. s®•.z..¢�.• dll.......=...a ®la.mama a.: ._ ....:.a.m r ----------- 1 I . -- --- .z II aa..le — - — - .I::.. I I . ...: .s...J.......6 I I II L------------� PREFABRICATED F ' ............ a.. 1 .. I .a>�..........L I I I I I . y/A I I / L — — — — — — — — — — — -� / a..—m.®.m— . ..�_.. ............ D —, ' ISS ....®•.. ...�.. ..® �I . .. ACC .�.-ale.:..®..ma®... I ..•.� I I ® ®�� J . � a..aW •H�na.�.a®=.�..aa�=�m lommil IN I CJ3 tl ■ n Cil u c3 Hil1071-0 . . . w. a.m... ---------- ---- AH9 AH11 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 A5 AS AH23A AH21A AH15D AH13D AH11D AH9D Dl D1 D1 D DGE C CGE FRAMING PLAN SCALE: 114" = 1'4r LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abd"olgmup.CHT AA B: 0003325 I DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819.889-2628 FAX: 813.88&2802 BUBDIV. AN L07il SILVERADO LOT #6 BILK #13 PROJECT* 03719.000-06131 MODEL: 2795—D GARAGE SWING: RIGHT PAGE: FRAMING PLAN 150 MPH FAT. B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1Od x 1 } NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. tx2 SECURED Wl 10d GALV. COMMON NAILS 12"OIC MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'4" MAY BE ADDED WI 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S1ATYPICALTRUSS/1B 1C GIRDER CONNECTOR(S) _'� SS 314. T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR ill" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 20 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 1l2" GYP. WL. BD. FLOOR TRUSS CONNECTION @ L.B.W. 4 6CALE:3/4"=V-0" (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM.- PLATE DEPTH 1/4"D -HOLE EDGE >5/8" -HOLE DIAMETER < 2/5"D SGL. STUD HOLE EDGE >518" OLE DIAMETER < 315•D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2`=1'-0" ENGINEERED WOOD TRU 24" OK;, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1)SIMPSONHETAI6 -� TRUSS ANCHOR WITH (9) i0d x 1 � NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USEDIN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR 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. X.-A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J" x 5"TITEN HD TO CMU AND (12) SDS }" x 2 }" TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2)}" x 5" TITEN HD TO CMU AND (18) SDS }" x 1x2, 2x WOOD FASCIA 3" TO GIRDER E SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED (3) iBd (2) } x 5'TITEN HD TO CMU AND (18) SOS 4" x 3" GALV. COMMON NAILS. 1x2 SECURED W11Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxl/2 HDG NAILS @ EACH END. TOTAL OF 10 FLOOR GIRDER HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18)16d x 2-11" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB .f f. •f c. %, GIRDER/WOOD POST CONNECTIONS J SCALE: 3I4"=1'-0" A -SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 314^ SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4- SIMPSON TITEN BOLTIJ430LT, 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) Y4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 48GO LBS, U < 1810 LBS W/ (4) 314- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0' 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON - HTSM20 WI10 iOd TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # IWO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 IOd TO TRUSS AND (4)114" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 6 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=1'-0" 1 x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES tx4 BTM. CHORD BRACING 6-0" O/C J --END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM" CHORD BRACING V EDGE CENTRAL SPACING SPACING SEE SEE qqg�� CHED LF. SCHEDULE FRAMI LAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O 5 112" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, W ALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD m� LAP AMIN OF 4'-0". ARAur 3. ALL BOLTS TO HAVE WASHERS Fo 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, Roeriur acre nwcucuT LEDGER SCHEDULE MARK SIZE SOLTSIZE 6EDGESPACING CEMPAL8PAM A DOUBLE 2X8 V2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 6' O/C 24" O/C C DOUBLE 2x10 ill, B!, O/C 16"0IC D DOUBLE 2x10 314" 8" O/C 24" O/C E DOUBLE 2x10 311' 6" O/C 16` O/C F DOUBLE 202 3/4" 6" O/C 1 1Y O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3)'X' BRACE (1I W BRACE @ CENTER (2) X' BRACE DIVIDED EQUALLY FROM CENTER TO END, 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)1Ed. C EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=V: THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUNALENT TO A SIMPSON H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0' G1o%inn 41 N. RONALD REAGAN SO LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 DRAFTING BY: L DESIGN GROUP AFTING INC. UMONT CENTER BLVD. SUITE 1004A, FLORIDA 33634 : 813888-2828: 813888-.2 IMUBDM & LOT SILVERADO LOT #6 BLK #13 PROJECT* 03719.000-06131 MODEU 2795-D GARAGE 8WING: RIGHT PAGE: DETAILS 150 MPH EXP. B IF FLOOR DECK 2x8 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 1U-T BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0 SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING = SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS WI iOd x 1 GIRDER TRUSS 1l2"HDG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE:34"=1'-0" DBL PT 2x6 BLICNG BETWEEN TRUSSES WI 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 1 Od @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN P E A Z O= PE EVATION IX2 FIRE -STOP 7 1T TF NI #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN SIMPSON A23 EA. TRUSS 1I ITV/4„ NAILING PATTERN� PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE L 2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 8 ON EXTERIOR WALL SCALE:34"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED NI AS SHOWN 'M DBL 2X8 LEDGER lyu' TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8" FROM NI REINF PER PLAN END W/ MIN 5-112"EMBED. FLOOR DECK PER ELVATI N III �/4„ NAILING PATTERN OU 0 P R A-IONN PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24 FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN ) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3l4"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 24 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 1Od @ 3" O.C. 1ST PLY FLOOR DECK 20 CONT. W/ (4)16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. 98 WOOD SCREWS NOTE: @ TOP OF FLR TRUSS BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE 46" O.C. w/ (5) 12d 1'-4" MIN. FROM 2NO. FLR. FLOOR DECK 0'-0" TO 30'-0" (1)'X" BRACE DBL 2X8 LEDGER NAILS @ EA. END LINE 2x6 CONT. W/ (8) 18d NAILS (� ST. OF FLOOR TRUSS 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE DI CENTER CMU WALL TO CMU W/ 112" EXP. BOLT NI Bd RING SHANK NAILS 4" O.C. MAX INTO BLOCKING IS FOR WALL (BTSHEATHING BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-B.WD REINF PER PLAN R AT 16" O.C. AND 8" FROM END W/ MIN 5-1/2" EMBED. i8d NAILS @ 8" O.C. MAX ATHIN2X6 SHEATHING NAILER) FROM FROM CENTER TO END. UPRIGHTS OVER 4'-10"HIGH 17(2 FIRESTOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC III a/4„ "' PER ELEVATION PER ELEVATION -,IA1 Fes— PLYWOOD SHEATHING, SEE F NAILING PATTERN "ROOFNVALL/FLOOR OUO SHEATHING FASTENER SCHEDULE" PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR P REL NATION DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE 1x2, yc WOOD FASCUI CONNECTION PER TRUSS MFG. NAILER W/ MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) SEE ARCHITECTURAL 2x SECURED W/ t6d ENGINEERED WOOD 12" O.C. FLOORTRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 GALV. COMMON NAILS. TRUSSES ®24" O/C, N REPAIR DETAIL IF BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY W SECURED W/ 10d SUBMIT SHOP DRAWINGS 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 W/TRUSS PLAN) RE iGAL21, OVC OMMON NAILS ANDAPPROVAL FOR REVIEW CONT. 2x4 RAT RUN AT TRUSSES PARALLEL 32" O.C. MAX. (VERIFY W/ TRUSS SECTION DETAIL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 5 SCALE: 3l4"=1'-0" PRE-ENG FLOOR TRUSSES 7 6 W/ HIP RETURN SCALE: 3/4"=V-a' 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 Q PRE{NG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PrRELEVATION FOR STRAPPING Q VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 112" HIGH Wf 1f2" DIA. ANCHOR BOLT Wf 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 44/06 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2.8 P.T. U < 1420 LBS W/ (14) 1Od BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. SD. AND TOP PLATE ANCHORS W/ SECURE BT. PLATE TO SLAB W/ 1Od x 1 1/2" COMMON NAILS WEDGE ANCHOR W/ 2" CONT2x4 SECURED EACH FILL ALL HOLES, DO NOT USE 10d x T WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS LE 0 10'- " TRUSS TO BE INSTALLED 10'-0" O.C. MAX. TRUSS EPDXY 5-1/2" EMBED. MIN. @ 16" 10a 10b 1 Oc OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °< CONNECT 8 SCALE: 3W'=1'-T ea' TRUSS TO pOgT A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. 'a 8 B - SIMPSON HTS-20 U < 1310 LBS W/ (20)1 Od GALV. NAILS. C -2-PLY-SIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8"„ A.T.R. TO HOU4 AND (10)1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION L.B.W. 9a gb POST TO SLAB CONNECTION U SCALE: 3/4"=V-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 Wf 5/8" A.B. WITH MIN. i EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST, Af A N C N I T II C T II Grown 341 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407.774.4078 www.abdoWgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: SISM6.2802 mm, avHDIV. ac LOT SILVERADO LOT #6 BLK. #13 PROJWT# 03719.000-06131 MODEL: 2795—D GARAGE OWING: RIGHT PAGE: DETAILS 150 Mpji E B q GABLE.END�>� HIP ROOFiF-��F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCIE 0 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A'=4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT , 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 112"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 6/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS ® 4" O.C. EDGEWISE 2z4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Bd RING SHANK, 21/2" 0.120" 170,000 SCREW SHANK 16-2I RINGS ER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR SHEATHING USE 112" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Q 1 z9 � w Z U n J K j . ay N Z C� W 0W Z < d d Zv TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER rATRUSS ROOF SHFATHIN(: mmm_ma�l �. _�I1 ' 11 -_---_` 1 a ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END F MWW 8d RING SHANK GUN NAILS . �6"O.C. IN FIELD` TO BE STRUCTURAL GRADE Sd RING SHANK GUN NAILS (19 12" O.C. IN FIELD or Bd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6wjN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE ENTRAINED CONCRETEIXPOSEDTO FARTHORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Bth EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED SIP. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD -1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, AS SPECIFICATION FOR THE DESIGN OF PROVIDE 84AIL CONfIN0008 POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-0F114toUND WKERE INDICATED ON ELASTICITY R PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE 011, RAIL530-1 MEMBERS COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMS UPPED 9INCHES AND SEALED NTH ADHESIVE TAPE. TREATED. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 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, W 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 STRUCTURAL.DEPENDING PROVI DE 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 12. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES $HALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE -NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS- BY THE NFPA, TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036'.AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL SE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPIANTCA BCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pal TOP CHORD-mn-ConWRent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #B BAR - 38' WOOD TRUSSES. 10 paf BTM CHORD-naFtonalrrent 05 BAR - 30' #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' X 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. 15 paf TOP CHORD 20 paf TOP CHORD (7 pal w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 paf BTM CHORD 5 paf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10paf 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 paf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Paf WIND: DEAD LOAD SPEED =17) 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 7-10 (BBC 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(ASCE AT -TIC LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tNT UNINHABITABLE ATTIC WITH LIMBED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: STORAGE: 20pe1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pa1, 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 AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30pst, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40P8f 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" NCI 530/ASCE 5ATMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 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 SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm - 1500 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 BONG 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 C-478, 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 MIXSHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY 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 REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 26 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 ASTM33, GRADE B, TYPE E OR S, Fy = 35 kel. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 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 MIX PRIOR TO 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 ELEMEW. BOLTS SHALL CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT IXCEEDSH-PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, CONCRETE SHALL COMPLY WITH ALL THE REOMREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMWFEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINIAL POSITION SMALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH 8 HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SMALL NOT BE PLACED. IT SMALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH IFOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 11YC FOR 06 AND SMALLER 2: FOR 09 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AID IO STS 1-1/2'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTNMi SIxE TYPE SPACING REMARxs APRIGTgN S¢E TYPE SPA— REMAWp IYx PTFURRWGTO LASE NARpENEO COIL GRAGE DOCK BO« N'DU. TAPLdl al,l9OlAY 11rC EMSED.,PEND DFIT., MASONRY ICONIC. NVL1112LON0, PbC TO1-0NRY,4ONC. NO WASHED FA5IENER IiIY'EOGE06T. 9GO AL.EM. COORS LASE HARDENED COIL 9"OIC WINDOW/DOORIFA9TENED GRAGEDOIXial« IYY'DM, WI <-EMSFO.,f ENDOST, 1x PT, SEE-- NAIL 11?LONG. STAGGERED xITO ,M90NRY/OONC. Tp MA90NRYICONC. WAeiER FXPAN9N)NBOLT xY OIC YEOGE D.T. w—eu« CASE HMDEIED LOLL rac wxmawmooRlPASTENED METALSTRAYTo CONTACT THIS ENGINEER FOR SPACING to PT,9EENOTE9 DUAL 11?LING. STAGGERED rc+ro MAsoFnrrcoNc. M440NMICONC. REQUIREMENTS ExTWr.O DOOR p)1 .. 'TAPWN 1B"OF IVT EMBED.YEND. NONSEARINGWOOD 1Ix"° ExPAN9NNJ <"EN19E0. i'END IA OIC BJ«xA PT, BEE NOTES -WASHER FA9TNER OAST., 11YP EDGE DIET. WALL TO LANC.9LA8 WI WA9XER SLIT D�BT.,YEOGE OI9T. PTTOO3 L,« GISp•PAFrxtIF POIC 4•ET.,1 VI COL..9FE NO.OWIN/ 9NER eT.—E. EDGE p9T. NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR 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. lx MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE, ARCNITICTS 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA N: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2626 FAX: 813886-2802 �IIIIIINII atmDxv. as LIT: SILVERADO LOT #6 BLR #13 PROJECT* 03719.000-06131 >lcoaaL. 2795-D GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B va* SSo Si Iv�.a coo