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HomeMy WebLinkAbout7009 Steer Blade Dr99 99 2795-uA'.VDEN 4 � , HoKfON 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAIUNG CODES FLOR'IDA BUILDING CODE, AND NATIONALELECTRIC CODE, AND OF ZEPH RHILLS ORDINANCES REVIEW DATE 0C I 202 CITY OF ZEPHYRHI �p,N EXA►VIINER • 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 •manor BURMG CODE, RB91pEF ul, 818 EDl1i0Fi (Z017) • AFL, 141M M STATE MM -OCCUPANCY - RESIDENTUI4 GROUP R3 •CONSTRUCTION TYPE - VB '�• IlITBRIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH Ya5d=11I1 MPH :EXPOSURE _ B •1-STORY PMENCE •2-STORY RESIDENCE - MAIL HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAY. LAVATORY A/C AIRCONDITIONINGMUM. LUMINOUS ALT, ADJUSTABLE M.C. MEDICINE CABINET AMP ALTERNATE MF . MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METALTHRESHOLDOl/28n9 CL CABINET LINE MTD. MOUNTED GAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.G. NOT TO C 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.O. DUAL GLAZED PR. PAIR CIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION IL RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RA.G. RETURNAIRGRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM On .W DETAIL ISHW SC. ROUGH OPENIMNG D.W. DISHWASHER S.C. SMOKE DETECTOR EA EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SET. SHEET ERE. EXHAUST SHTNG. SHOWER G EXT. EXTERIOR SHWR SHOWER F.GIFX. FIXED GLASS SIM. SIMILAR F.O. FUELGAS SL. SLIDING FM. FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT Sws SHEAR WALL FIL SECTION I'mIL PW'ING�R TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.00, TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT TO TOP OF PLATE INTERRUPTER T.O.S. TOPOFSLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.E. HOSE ]ITS OTHERWISE N.C. HOLLOW CORE V.P. VAPOR PROOF HD R HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH RNSUL. INSULATION WD. WOOD INT. INTERIOR wDW. WINDOW wnI WATER ON W.I. WROUGHT TMEATER DATE DESCRIPTION aaro6Ae CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION G,/ry/g ADDED LSO-C ENGINEERING PG Cl—COVER SHEET NOTES PG Al —FLOOR PG Al —FLOOR PLAN PG A2D—FRONT AND REAR ELEVATION "D" PG A3D—LEFT AND RIGHT ELEVATION "D" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG —WALL ASSEMBLY DETAILS PG WA8—WALL ASSEMBLY DETAILS ADDED OPTIONAL PENDENT LIGHTING AT KITGFaEN vJSn9 FIXED DIMENSIONS FOR STUDY AND DINING ROOM /� REVISE SWT CALCS �� UPDATED LED LK•NTS PER DR NORTON I®/SOWS UPDATED LED DETAIL NOBLES PER DR NORTON I1108ne ADDED FOUNDATION ON GARAGE SEARING WALL UPDATED SIMP60N CONNECTORS I.L.O.UBP CIIAMW ADDED ISO-D ENGINEERING • 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. CALL. S OEGAN ADDNG ELEVATION INTO LOT REQUESTS AND MASTER SENT ROOF PACKAGE TO TRUSS ENGINEER FOR TRUSSES ET FLOOR LIVING 2836 SQ PT. raRaoe 6WP $a FT. am `s Scz FT. COVERED LANAI IW $a FT. TOTAL 3,110 SW FL 3/8/20 ADDED FRONT ELEVATION �' PER DAMORTON STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S11A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.IB—DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUB.DER ASSUMES ALL LIABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. NTS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN 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. F-A N C N I T N C T81 Gr uPn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abd"&"group.com L AA is 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-US-2628 FAX: 813488.2802 etmDly a :.or SILVERADO LOT #1 BLK #14 03719.000-01141 MODEL.• 2795-CAMDEN GAPLAGE EWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. bj Ia A06/11/*mwr c1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORT'S 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5l8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN VNCH GYPSUM BOARD OR EQUIVALENT. SRE WORK i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 0. 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 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. 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." 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR 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. PLUIlum 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH w AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESNSTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUME$ ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. Grown 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdetlPgroup.com AA #: 0003325 I DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134886-2628 FAX: 813-886-2802 '-summ a ><.OT SILVERADO LOT #1 BLK 7#T 14 PROJWT# 03719.000-01141 MODEIa 2795-CAMDEN GAPLAGIC 2WING: RIGHT PAGID GENERAL NOTES 150 MPH EXP. B (n IWN 06/11/20 BCALJC: 1/4"=1'-O" 1 GN 50'-0' -- - - - - - I�u1� o_IEOW-86 o n EGRESS EGRESS 91 :1' a► i Owmssum O , � o II . Lem] 9 • GREAT �� 1' y' G ICY' �. ROOM •• _ ~� , ,'VA�I , �5 =� LEwm - Q ENCLOSURE :I BEDROOM ME ° O ff II �1ow ° a �I" 1f I _ a� II 111 02 . � �iIIEF'�•'��M i . .,R i i G ° _ 1\�a ��LW�i of,°I ,�IIfoJ �1 oli°,1°I -4'-5' II FLOOR PLAN NOTES II - ALL DR DISIONS ARE FROM FACE OF T W BLOM U44LL (OR EDGE OF FLOOR K AIS) TO FACE OF WALL STIR UND. ALL INTERIOR WALLS ARE 3 Al' UX0. - DRYER VENTED THROUGH ROOF CVIRI NOT SCREENED. • AIR COI'IFIR<880R GET ON 44X44' POURED QOW— PAD. PAD BEG" S' PROM EDGE OF OTRlCTURE. - WE SWEET ON FOR GEIEIIML MID STANDARD BUILDING NOTES. . ALL WANTABLE ROOMS TO HAVE AMC FAULT CIRQXT INTERRPMlt - ALL FULL WEIGHT BLOCK WALLS BETUEEN FILLED CELLS UNTWOVT OPENING► ARE SWEAT! WALLS. FLOOR PLAN SCALE: 1/4' . I'-0' SQ.FT. CALC.S IST FLOOR 1.11.111411 2Ak% SQ FT. GARAGE 616 SQ. FT. ENTRY 65 ea FT. COVERED LANAI 153 SQ. FT. TOTAL 3,110 SQ FT. C01lpEllT A!D CII�NG ED LDA9E BA/C 1110 EIFONAE P0R 1 N3D010 a818 0F8/Im I 601E tEYMNNDMO NSiN10 NDT1lE FOORAOTA BE MIN. WINDOW 10 5 243/-32D CRITERIA EXTERIOR SWING IS 5 23.4/-30.1 DR MIN. CRITERIA SAGA. MIN. 41 5 22J/-410 CRITERIA 16010 0AZ% 112 5 20.5/-24.11 BASIC HIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.=B, MEAN ROOF HT. = 14•-9" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 1008 RADIUS CORINERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOU) WALL 2'X6' STUDS G 16, oz. W/ 1/2' DRYWALL SHIM AND SECURE COUNTER TOP °S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCHEN BAR REINFORCING QQ14 BRACKETS AS Bad C 3NECESSARY. CABINET m 7 3 A TYP. CABINET SECTION OPENING DTL. B SCALE= 1/2 . 1'-0' A c N I T■ 0 T i 6 Da l i In 441 N. RONALD REAGAN BLVD. LONGWOODFL 32750 PH: 4074YI:8078 FAX: 407-7744078 www.abdeWgWoup.com AA G: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 10 FAX: 813888-2802 EILTHDIV. & LOT: SILVERADO LOT #1 BLK #14 PRDJMT* 03719.000-01141 MODEL4 2795-CAMDEN GARAGE STI►INIG: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B SHINGLE IEEE H�GTT 5'-4' BRG. HGT. 5' STUCCO BANDING TTP. FOAM CAP S'-4' Me.. HGT. 0'.0' FIN. FLR MEN MEN 'IN ins ■ INon FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FI5CR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH Ill AREA OF ATTIC = 3972 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3972 /300 = 13.24 VENTILATION AREA X SCL INCHES PER Ff. (144) = 1906.56 Sa IN. MIN. REQUIRED VENTILATION = .5X 19D6.56 IN UPPER PORTION OF ATTIC OFF RIDGE VENTILATION AREA = 115 SQ, IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 TOTAL# OF VENTS PROVIDED - 9 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WAULTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED 6' LAP SIDING TTP. _ _ 10'-8, ' HEM HGT. F5' STUCCO BANDING TY'P. '-FOAM CAP VENEER FIN. FLR. CMIN.) 9'-4' BRG. HGT, 0'-0' FIN. FLR Giil1CMN.) I I � I I 18'X30' i.. I LOUVER I\ 1 .6 LOUVER DTL. A SCALE, V2 . I' ImoBE `_ I KEYSTONE DTL. B SCALE. In . I'-0' ----------------- I I \I I I I I I S'-4' Blues. W.T. I STUCCO BAND RAISED I CMU TO V-4' AFF. `r ^ STUCCO FINISH 9 FOAM CAP I I I I � I I I I I I STONE I I I (VENEER I I 9 v I I — 0'-0' FIN. FLR --------------------� COLUMN DTL. C SCALE:1/2. I'-0' A R 9 M I T L C T i 6 Grouo�a 641 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes4pgroup.mm AA #: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486.2628 FAX: 813 MG-2802 atMDiv S. LOT SILVERADO LOT #1 BLK #14 PROJ=Tip 03719.000-01141 KODR1. 2795-CAMDEN GARAGE BVMG: RIGHT PAGE: FRONT &JREARELEVATIO150 MPH E 11 DAoa/11/zo acALE: 1/4"=1'-0" aHEET A2D OFF RIDGE T OFF RIDGE T OPP RIDGE T 12 St- OFF RIDGE VENT W-4' BRG. HGT.� Li o ■ a■ ■ 0'-0' FIN. FLR LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 9'-4' BRG. HGT. oo / OFF RIDGE T OFF RIDGE T OFF RIDGE T �g OFF RIDGE VENT 0 ElliEl a o Ll 1:1 L a --------------------------------------- ---------- ------------- �o RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S 8PECIFICATIONS 9'-4' BRG. HGT. 9'-4' BRG. HGT. 1 R C N I T 1 c T II Grown 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA8:0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5436 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FL.DA 33634 PH: 813486-2628 FAX: 822:2802 ®VHDiLAT v a SILVERADO LOT #1 BLK #14 PROJWT* 03719.000-01141 mo=D ' 2795—CAMDEN GARAOa a111mdO: RIGHT PAQW. LEFT & RIGHT ELEVATION "D" 150 MPH E 11 DwA1E: 06/11/20 SCA=: 1/4"=1'-0" 8*1zzT A3D ELECTRICAL LEGEND SqTANDARD DESCRIPTION SWITCH Y SWITCHY SWITCH ER SWITCH BUTTON ISGONNECT T IOSTAT -6 GLE RECEPTACLE (125v/20-AMP POLE) DUPLEX RECEPTACLE [TERUPTEWTAMPER � DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT RESISTANT TYPE) I0V DUPLEX OUTLET(HALF OF OUTLET RED TO SWITCH) =91- EXTERIOR WATERPROOP/GFI RECEPTACLE (GROUND FAULT TERUPTER) 10V OIIADPLEX RECEPTACLE ® I0V DUPLEX RECEPTACLE (FLOOR 'IOUNTED) 20V RECEPTACLE (4 WIRE CONNECTOR) MOUNTED LIGHT G MOUNTED LIGHT CLG LIGHT No ENT LIGHT D LIGHT RaTTIO, SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SQ. FT.) B LIGHT FIXTURE B LIGHT FIXTURE D LIGHT FIXTURE RACK LIGHTING LIGHT UITH PULL CHAN ---( JNDER CABINET LIGHT ® 'x4' FLUORESCENT LKr14T (RECESSED) m 'x4' FLUORESCENT L1014T (SURFACE 1IOUNT) 'x4' FLUORESCENT LIGHT (RECESSED) . x OIRECESS LIGHT ESS LIGHT (VAPORPROOF) ING MOUNTED LIGHT WITH J-BOX OPT. PAN nL,EI TRIGAL PANEL (FIELD VERIFY TION) OX (MALL MOUNTED) OX (CEILING MOUNTED) (LNG MOUNTED FAN FM PER 80. FT.) TOR (CEILING MOUNTED) *.IMEFS TED OUTLET PM GARAGE NER TV NOTES, • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF SO CFM INTERMITTENT PER TABLE MI501.4 OF FBCR 6TH EDITION C201�). • 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 300A(115X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FDC. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011- &Lh EDITION R404-I COVERED LANAI PRE -WIRED CLG PAN / 1 I 1 I I I\\\ GREAT ROOM j \ CL I ' I i I PRE -WIRED CLG FAN 4 I � I I II I\ --------- / I / DINING ROOM II 1 I iv I II \ II / CLG PAN I I PRE -(MIRE I ' I BEDROOM A3 PRE -WIRED CLG FAN I PRE -WIRED / CLG FAN a' L BEDROOM M CAFE FIXTURE 1\ 1 \\ / r So/co ------ OWNERS ----- SUITE I I I I I I I/ FIRE -WIRED � fV CL.G Pew ----------------- MULTI—GEN BEDROOM \ I 1 I I = I I I � I �� j PRE -WIRED CLG FAN I WP Panel MAIN -A PANEL:&ABwpat.bmkw VOLTAGE: 120/24OV-lPh MAIN: 130AI1p M.C.B FEEDER: "I Cu TMAM & 1- 06 Cu (G) in 1 1/2 C. OR 3. i'2A AL THWN & 1.06 Cu (G) in 1 12' C. mn row ar 0••w w•a. okar, n.1a, w.m an. sore win n] + a Bawler Mwna Tua Imp + 2 nx x m .9-1 1 a s 4aw GU-1 30 2 n0 T PANEL -A PANEL: 42 al haaker VOLTAGE: I20/240V-1Ph MAIS:190Anp M.L.O. FEEDER: 3-a1 Cu TMOM & /- a6 Cu (G) in t Ifr C. OR 3-a2A AL n4WN & 1-08 Cu (G) in 1 1? C. IW Oar o..w wwa a1 u•re w.,r Uwa aw r] a.N wIn .12 s,x 1 a &aM +aw 1 a aapa w x w au 1 n rww•/Ibaa wl taps s 4 n2 1 a - AIM— +Opp a a 4aw r«Mar« m 2 na i12 1 m law 1 a it] 1 a Ma taw 8 10 1m0 rw1 m 1 n] n2 t m arnan R.e M. ,xm 11 a 1pw nw•nwoN m t nx nx , m F Iwn AFa +xw ,a x epp0 oN m x rep ri4 , 16 ww Rww IWa ua m 1a Is ,p to taw ww m 1 n2 sx 1 x BDaC'gAPO Opp It m I= (bar eN w , n2 nt , m —.03/asnw�Fc1 Imp 21 m 1]00 Iptw4rW iM1a •qw Ma m 1 0`2 2s m x m Opp 9pp ownsM awl•.Fa D.—Ka ,s is 1 1 sN ax n m 1w0 sqr ,br nra, m 1 nx m 31 m a2 Im Mn e«wr. m , ] • � x x s s• w ] m Alu, akv&raax Nm sT w m w Lwa. MamwrM.rorarewMwrw ,aaw =nw Law xaranarw,o wkrawwraM m na: ASS RWATIONe: aFOp /atC FAULTC1aGUTaweMIPIAR xe: NONCON®OITLOaD 4Pt EAt1Laa FAULTINRIRFPIER Taw Mw.r1.el Ioarena Mal« 4a,w Fkr,aawwrMr,00A tHaw vrbrwa T•MAK Mw aaw +os vuln LOAD CACULCION IS WED ON MC NONLCINCHNINT LOAD T C•nwraa L•Mw_ 3e0o0 TMY I]wM tw.) bnanl LI ne & RaulhNa Load Trr uca wMiai 27N5 a«wrua a.I« 3 w I . n. 938E HI,r. 1 w &6w& et 100% 85 iw tls,nrLVI. a b ,Ww , &4s0 — ---,\ MULTI—GEN I LIVING \ ROOM I I b I N I I I PRE -WIRED I I _� I CLG FAN I I GFI i 44' / I 'If APP. I I if I BOLLARD / 1 GPI m �. F------ AFF. 14Y ASREO. / I � � ---- � E M / j WALL MOUNTED / I LIGHT W/SLUTCH N / I ATTIC / / 1 3-CAR i I S*ABAStFi I I � \ 1 Tf \ C. _Lc \� 1 OUTLETI CLG. GPI OUTLET FOR OPT. I FOR OPT. \GARAGE DOOR( GARAGE DOOR \\OPENER I OPENER P.B. FOR ♦ I GFI CHIMES \\ 1 IRRIGATION \ 1 OUTLET ENTRY ------- 1\4 ELECTRICAL PLAN SCALE, 1/4' a I'-0' fl � LED LIGHTING LED LIGHTING (�? SINGLE LAV. C SINGLE LAV. M,ILTI-GEN BEDROOM OATH LAUINDRY ROOM BATH LED LIGHTING C DOUBLE LAV. BEDROOM 14 AND 03 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES. A ELECTRICAL MATERIAL& AND INSTALLATIONS SMALL COMPLY WTM ELECTRICAL PROVISIONS OP TIME rem 64A CQ1L@{1211t LOCAL CODE&, AID ALL LOCAL FCAJER COMPANY REGU POM NT&. B. ALL Cl%" -YORS SMALL ISf TYPE TNWVTMM UNLESS NOTED C114 W99. METER FIELD VERIFY LOC. POSlR COMPANY 1RANSPOR'ER GRADE PROVIDE 00 AM' W440 VOLT, I PHASE SECONOARY- ELECTRICAL SERVICE PROVIDE 3 q COPPER (CW N 1-IR" PIA SCHEDULE &O PVC CONDUIT OR PROVIDE S O/. ALUTINUI (AL) N T" CIA &CIEDW.H SB PVC CONDUIT UNLES& SERVICE 16 PROVIDED BY THE ELECTRIC OMPANY. COORDINATE UT11 THE ELECTRIC COMPANY PRIORS TO BD. ----------- - R'-6' 4'-9' I'6a I I � I I — I -------------- LED LIGHTING @ DOUBLE LAV. OUNERS BATH PROVIDE n/O CU. TWM . Rr CU RI Y CONDUIT OR 3 " AL. TMWN . Iti CU IN 2' CONDUIT. (CONDUIT TO TERINATE ABOVE WPPIT • OVERMA4R1.) COMBINATION SERVICE DISCCIIECT SWTCM AND M ELECTRIC METER N NEMA 3R RB40LCGLNM Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH:407-774-6078 FAX: 407-7744078 www.EbdeElglgroup.mm L AA S: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813186-2828 FAX: 8134 W2802 SUDDIV So LOT, SILVERADO LOT ##1 BLK #14 PROJECTIP 03719.000— 01141 MODEIA 2795—CAMDEN GARAGE IlIIII1IITTG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B —� TELL-1cm NRVICC CAM TELEVISION,. ENTRANCE "I'ENTRANCE EOwPFBar EAIUINT'RNT &REIlSYSTEM EIGNDNG f!flYNAL AT LOU VOLTAGE CONNECTIONS, DI +4 a SERVICE GROTTO CONNECTED to TM 06/11/20 CONCUR ENCASED FOOTER &TEFL PER 8CALJk 1/4"=1'-0 ELECTRICAL SIGNS, OF T14E mOMAeH eUIiEET &W' DIA X & PT L04M COPPER CLAD GROIED ROD El ■ TO MAn PLUMBING PLAN SCALE, 1/4 • V-0' KITCHEN am V PLUMBING RISER I/2 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdoWgngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33SU PH: 81388E-2628 FAX: 8194f862802 '81111111117 BUDDIV. 1e LOT SILVERADO LOT #1 BLK #14 PROJECT* 03719.000-01141 MODEL: 2795—CAMDEN GARAGE OWMWG: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. 11 j8CAL 1/ ii/zo ' ATEe / P1 HVAC NOTES I. ALL MECHANICAL EGUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $BALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB i MASTIC. AND INSTALLED A8 PER POO 6TH EDITION (2011) MECHANICAL BLDG, CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-31 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATPOF918 SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES 814ALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. Mi ALL FIRE RATED CEILINGS AND WALLS ALL 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 $HALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DW BOOSTER PAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUINK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT (SI PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER PLENUM T y AIR RETURN W/ 12J-3/Ib'X2' TAPCONS WIT SIMF801V WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER y SECURE STRAP TO WIT W/ (2) 4' CONCRETE SLAB 40XI 1/4' SHT. MTL. SCREWS EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT NOTE: MAIN C XJD. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION N"2.4 HVAC DRAINS 8CORIATED NICKEL FIN. FLOOR C G.O . PLUG BRONZE FL. PL. OR WALL SEE SPEC. co i'-8 X8' CONC. BRA" PLUG FIN, GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 560M REQUIRED INSIDE SERIES NICKEL ORA" TOP CAULK P.VG OPTI/BPEC INV. SITE PLAN gl FLOOR SLAB CLEAN -OUT (T ? EXT. GROUND CLEAN -OUT (TY mo 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774.4078 www.abdoWSWoup.com AA is 000332E A.B. DESIGN GROUP DRAFTING INC. 543E BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81348862828 FAX: 813.8862802 sunDly as Lo'r. SILVERADO LOT #1 BLK TgrlA PRo"=T* 03719.000-01141 MODZIa 2795—CAMDEN GARAGE EKING: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B II W ATE: 06/11/20 sCALN 1/4"=l'-0" MECHANICAL PLAN SCALE: 1/4 • I'-0' M1 2X4 TOP PLATE A It N I T N C T i Plgggg�� PLAN 'y PRE-FAB TRUSS COwaR BUO w• Twac: coAT r av ers Vt• .L& BOARD •�,=MO fmcTum Pm NOTE: STUDS IN Dwomy TO nAlotNtr MIN "" °°'°I' ■VlOWC7[r!, PARTITIONS SUPPORTING 5' DIA. SLEEVE, DO NOT GUT �+ n Grou Ina 112' DRYWALL WALL HUNG PLUMBING REBAR CAMA•o� 7cml. ONAL"''�' FIXTURES AND WALL PIPE UTATW OTM °A BLVD. 1441LONGWOOD, FL 32750 CABINETS SHALL BE NOT PWWX' LESS THAN 2x4, WHERE BOND BEAM O NOT CUT r a.y.roxeru. f° FAX:0��7�78 SPACED NOT MORE SOLID GROUT HE BOND I O°'v'°1t° www.ebdeslgigroup.wm SECURE BT. 2x4 WOOD STUDS •24' THAN 16' O.C. OR NOT W/ (1)- 5 _ EAM w•m.s •o. •xo •.r rim W= J" Pd! AA°:0009928 PLATE TO BLAB O'C• LESS THAN 2x6, WHERE l2) COURSE EBARS rnocu= '°`v.°'� oaoR APPRovAI Rxz v°RrICAL mAcx W/ N9d MASONRY -- a SAS DRAFTING BY: NAIL • 32' OG MAX SPACED NOT MORE THAN 24' O.C. � 10 neat DWA=M ROOM A.B. DESIGN GROUP DRAFTING INC. BLAB 'ATeov Rto. 8439 BEAUMONT CENTER BLVD. 0'-O' BUTTE 1004 PIN. PLR 2— PIPE THROUGH BOND BEAM B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS TAMPA, FLORIDA 93834 PH:$13886.2628 FAx:e19aee2802 IllSCALE: 3/4'■I'-V' '0"" '''°k D1 I SCALE: 11/2'.1'-0' 1 TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.I'-0• FIBERGLABS SFIWSLEB 2X4 SPF 24' O.C. MAX OVER W FELT PAPER OR SECURE W/ (2)12d NAILS SYNTHETIC PRODUCT, • EA END FIBERGLASS SHINGLES INSTALLED PER SECTION 2x EILOCKING BETUEEN TRUSSES FIBEII�aLASS SHINGLES FIBERGLASS SHINGLES OVER 90 FELT PAPER RWS.I.I ON ' CAE, PER STRUCTURAL DETAIL OVER W FELT PAPER S OR SYNTHETIC OVER OW FELT PAPER OR OR SYNTHETIC PRODUCT, INSTALLED SHEATHING OR �' CDX SYNTHETIC PRODUCT, PRODUCT, INSTALLED PER SECTION RW511 PLYWOODFASTENER EURE PIER INSTALLED PER SECTION PER SECTION KSM.1.1 ON 1, ;Dx SHEATHINGSTIFFBACK AT ALL UPRIGHTS SHEATHING OR k COX OR }• cDx PLYUlOOD 1111111111 ON J' 0.8.6. SHEATHING S/8' GYPSUM BOA SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR }' CDX PLYWOOD OR V2' HIGH I.-0' I.-0• FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. PRE -ENS WD.TRU88 FASTENER SCHEDULE BOARD MTL. DRIP EDGE O.H. ON. MTL. DRIP EDGE REFERENCE 2x FASCIA PER PER ELEVAT STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS ELEVATIONS e SEE ENERGY CODE PORMS Ft7 CONT. 2x RAT RUN SECURED PER PRE' TOMSEE R-VALUES PRE-' TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE MTL. DRIP EDGE REFERENCE STRUCTURAL M%. DRIP EDGE INSULATION R-VALUES, FOR PER ELEVATION PRE'ENG• GABLE TRUSS PRE-ENG, GABLE TRUSS I .0• WEEP SCREED JPER ELEVATION ILEEP SCREED 2x FASCIA PER T.rp 2x FASCIA PER ELEVATIONS O,I.I. : y ELEVATIONS 2x P.T. SECURED 5/8. GYPSUM BOARD OR 1/2' 2x P.T. SECAIRED R-4.1 INSULATION STRUCTURAL DETAILS STRUC UTURAL ETAS S VENTED SOFFIT VENTED 80Ff1THIGH STRENGTH GLG. BOARD WINDOW ATTACHMENT �AS PER MArNFACTUREB SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT STRREFUCTURAL WINDOWMANUFACTURES SPECIFICATIONS PLASTER APPLIED PCEMENT Dllu DIRECTLY TO MA60NRY ERENCE Ix2 P.T. PURRING STRUCTURAL STRIPE • 24' O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING 8' CrAJ CEMENT PLASTER APPLIED 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2, YP. WL. BD. CM J CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. CEMENT DAPPLIED WOOD BABE DIRECTLY TO MASONRY WOOD BASE P�LABTE DIRECTLY TO MASONRY 0'-®' FIN, FLR _ _ _ 0'•C' FIN. FLR 0'-0' FIN. PLRrI _ 0'-0' FIN. FLR • .. a a a n W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING TYP. WALL SECTION " ® NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A BtMDZV & LOT. SILVERADO LOT #1 BLK 14 PROJECT# 03719.000-01141 A[ODEL: 2795—CAMDEN GARAGE 81FMG: RIGHT PAGE: DETAILS 150 MPH EXP. B 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM r5-'�l—STORY GABLE BLOCK WALL C T SCALE: s/a .r-® IS REQUIRED. FOR ROOF SLOPES D SCALE, 3/4'.I'-0• ST OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 NO DATE: 06/11/20 SCALE: 1/4"=1'—O" IliIEET D1 Im 2Xr P.T.. CENTER OF DOOR HEADER 6BCUIWD IW (U Iq' X S' J-MOLT W 4' MIN. EI•REDNENT e112' x 2' x I/S' W404M 4 NR OR WI, r2) Im x a• ANCHOR BOLTe W/ 2' X•2' X U6' WA614ER NUT B 0 SBC�KiB 2!4 ON PLAT TO BLK aV MAGCNIRY NAILS. D 2X6 GARAGE BUCK 60001RED 8 1W (S) N• X S' J-BOLT OR ANCHOR BOLTS, W/ 4' MN. EMBEDI'ENT, W 2' X 2' X V8' WASHER 4 MR. (U WTIN S' OF TOP, (O WITHIN S' OF TILE BTM. (3)EVENLY SPACED. ® � f£1 H B m ALL ANCFIORS SMALL BE N ACCOI®AIVCE TO M~ACTURER•S NSTALLATION NSTR)CTIONS WERE Muni NSTYIGTION6 AM NOIeE ATAN&!NT GARAGE DOOR BUCK ATTACHMENT eCAW .-w 8' CMU V DRYWALL LF I'X4' OR PX2' P.T. NAILER Ix4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 El EXTEND I Y4 INTO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi WITHN 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 49 DOOR JAMB TO BLACK +3/4 OR +5/4 A ■ TO BLACK +3 4 0 +5 4 ALE, N.T . 2X4:m 14' SECURE TO BLOM W/TAPO" OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-116' TAPCONS(MN. SHANK SIZE J45 MIN. HEAD SIZE 30C MIN. EMBEDMENT I Y4 ) WITHN 8' OF EACH END 4 8• CM US' O.C. MAX SPACING )J' DRYWALL 2X&, ❑ PXW OR PX2' P.T. NAILER SE BLOCK WR-%' OOR CASING STO TAFAC (MIN. SHANK SIZE J45 HEAD 812E 3W DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ttACH TO 2X PER UT14N W OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED 4 ) DOOR JAMB TO BLACK +1-1 2" WINDOW TO BLACK +1-1 " E, N.T . 2X4m SECURE TO BLOCK Uv TAPO" (MN. SHANK 812E J0 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 10' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE O BLOCK W/2.%- ON N-STRUCTURAL 14' CON MIN 1 (MN. SHANK SIZE .145 T EMBEDMENT INTO BLOCK EMB MIN. HEAD SIZE 300 CMu MIN. EMBEDMENT I Yi)JIMANUIF WITHN 8' OF EACH END'DRYWALL IS' Or— MAX SPACINGX4' OR I'X2' P.T. NAILER 2XB,mSECURE TO BLOCK W/2)�' OAJ5. X 4' MINTAPCONSDOOR SHANK SIZE."MIN. CASEJCa(MIN. HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4)ATTACH TO 2X PER WITHIN 8' OF EACH ENDACTURES DETAILS. US' O:C MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 / in11fDOOR U)AlfB OTO HLHiDC KK+1116 18�" " SCALE, KT . 2X4,m SECURE BLOCK Ulf W B TAPCON(MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL 1(r' TAPO" TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIR HEAD SIZE 3" MN. EMBEDMENT I Yi) 8. CMN WITHIN 8' OF EACH END 4 y� DRYWALL IVOr— MAX SPACING ❑ I'X4' OR I'X2' P.T. NAILER 2XSs CASING 15LOOK W/7-%' TSEA�STO (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLU M15 JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 � �4' D WINDOW TO BLACK +2 1/4" E: N. . 2X4m SECURE TO BLOCK W/ V TAPCONO (MIN SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBI Yi) or-EDMENT VX EACH END 4 NOTE: STRUCTURAL 2X 1SPACING. 18' O.C.O. 8' MAX MUST BE ON OUTSIDE 4 2x6m SECURED THROUGH SECURE TO BLOCK W/2-y'NON-STRUCTURAL Ills' TAPCON MIN. I -A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3W • CMU MIN. EMBEDMENT I Yi) ' DRYWALL WITHN 8' OF EACH END 4 X4' OR I'X2' P.T. NAILER 18' O,C. MAX SPACING. Fl 2>05 a SECURE TO BLOCK UA-%- TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN Vof END D 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. wo,s. swn ss.mso ro R,.s,r+s,00,w srnsox•, DOOR JAMB TO BLACK +3' E�SCALE, IlLTA. 2X4m SECURE To BLOCK wr 1(s' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK WR-%' NON-STRUCTURAL W TAPCONS(MK SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y') WITHIN 8' OF EACH END 4 8' GM U IS' O:G MAX SPACING. V DRYWALL 2Xb,m ❑ I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK W/J-%' 2X SECURE TO TAPCONS(MN. SHANK SIZE STRUCTURAL MEMBER 145 W/(2A2d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 b' TO 8' O.G. MAX MIN. EMBEDMENT I Y4 ) CASING WITHIN 8' OF EACH END 4 DOOR JAMBS OR WINDOW IS' O.G. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMD JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3' F BLOCK +" N 2X4m SECURE TO BLOCK W44" TAPCONS(MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHN 6' OF EACH END 4 MUST BE ON OUTSIDE 4 US' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL SECURE TO BLOCK UTA-1/4' TAPCON MIN. I-Yi TAPCONS(MN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 GMNJ MN. EMBEDMENT I Y4)' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING4AANUFACTURES X4' OR I'X2'P.T. NAILER 2XS®SECURE TO BLOCK W/17(' O.SJ5. X 4' MIN. TAPCONSIMN. SHANK SIZE J45DOOR CASING MIN. HEAD SIZE 300 MN. EMBEDMENT 1 Y4)OOR JAMB OR WINDOW WITHN 8' OF EACH ENDTTACH TO 2X PER US' O.G. MAX 8PACING. DETAILS. N014 M1 Y Map fO IIJM J4! (OD MD! � xo DOOR JAMB TO BLOCK +3-7/18' 11[NDOl/ TO BACK +3-7 IB' G SCALE: N.T.S. 2X4m SEA�STO BLOCK W/Y4 (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN V or -EACH END 4 NOTE, STRUCTURAL 2X IV O,C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK WA-V4' NON-STRUCTURAL W B TAPCON MIN. 1-Yi (MXTAPSHANK SIZE .145 MN. H EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) cm CMU WITHIN 8' OF EACH END 4 J1• DRYWALL 10' OP. MAX SPACING. I'X4' OR I7Q' P.T. NAILER 2X8ma SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPO" OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3W MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER IS. O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H WI K + 4" & K . Gr6 own 1441 N. RONALD REAGAN. BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: $119.888.2628 Ilk FAX: 813.8B8.2802 BUDDIV. ae LOT: SILVERADO LOT #1 BLK 14 JI PROECT* 03719.000-01141 2795U-CAMDEN GARAGE EWING: RIGHT PAGE: DETAILS 150 MPH EXP. H M DATE: 06/11/20 SCALE: 1/4"=1'—O" SHEET D2 A N C N I T E C T• APPROVED 01IILDIT6 tlARAP SHALL = LAPPED A MINIMIIMT OF 6' • VERTICAL LAPS (ROLL 4N4' SELF-AOMERMti MEMBRANE PLASMIC (COMPATIBLE W/ HOUSE 6 ENDS) 4 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER 4• ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I• APPROVED HORN Ill UTHI "I IBM OMAT14NS TAPE � PLASMItl To oereNo awro PIPe PRE'OR"ED CONTROL JOINT \ TWICK 3 COAT CEMENT \ 1' on LESS PIPE PENETRATION 6'x6' SELF-ADNEIN13 MEMBRANE PLAMIM6 (C)OMPATBLE W/ WO IN MW OVER 4W Desi$n BE UMD TIECONTROL DTO LA�9'T \ \ UM LAYER R. POWWOM �. 'v� {j SELF-ADHERN6)MEIBRANE PLA6HMO OVER APPROVED Grou P"M°. OL. MAX (HEI17T.At DO NOT PA6TEN CONTROL JOINT TO BWLDIG PAPER:' r rs)L ur. reTAL uTw / \ `t .` HONE WI4P. t R.A6MMD TO �(7MID ONio PIP! 1441 N. RONALD REAGAN BLVD. III" BYRN P STD EXISTS LONGWOOD, FL 32750 BEYOND EXCEPT STAPLES W/ !i, APPROVED METAL LATH PAIN MRTJ OL. MAX (y ' PH: 407•- 7 -6078 MAY TEMP. emcL INSTALLAJOINT TION ON X X X AND OVERLAP ONE SIDE Q 4-407 FAX: 407-77 www.abdoelpigmup.com VAwvaEd6Rl�l8roup.com FASTENER° TO BE SP LURE, LAYER 46 6TUCCO WRAP METAL LATH SELF-ADMERNO MEMBRANE R,ASHINy CUT AND OVERLAP 01110 81011 OF AA 6: 0003325 • T' O.C. MAX v@RTLCALLY STEP SELF-ADFERNO MEMBRANE h STEP 02 K M WOOD 6HEATMM6 WRD LAYER % J• THICK, 3 COAT CEMENT PLASTER RAID DYER % GRAFTING BY: \ LURE LAYER 4, PORTPIDER/ erucco uRAP I I METAL LATH IRE LAYER O, FOITPER IB BWLOI(G PAPER StuacOlRnP UM LAYER 4, PORTPOW .. BULOMIi PAPER METAL LATH A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. LATH SMALL BE CONTWOJS TMC)UGH JOINTS BUT BE STOPPED WA N 10_ 01""MmEws� BU\DMS PAPER UFO LAYER �, SUITE 1004 — I STUCCO TRAP 6'x6' SELF-ADHBRIlb MEMBRANE TAMPA, FLORIDA 33634 PLASMIC OVER 4'x4' PH: 8134MW2628 ELP-�� MANE FAX:813886.2802 INSTALL FASTENERS (CLIPS, PLA6MRG OVER APPROVED WOOD SMEATHMRAPS, S ST6TAPLE6) AS WOWS WRAP. REONRED To SECURE PLASHIYi Te ILXTRO oNTe FgPE PLR/ WIRE PRAMIG 4'x4, ELF-ADHERN6 MEMO FLABMMO OVER APPROVED HOl6E ~ TIED AT EACH SIDE. r M "- IR.AWN& TO EMEHb aNTO PIPE PER ASTM CIBIr3 PROVIDE 2X4 BLOOCIG TJOJA PLACED RAT MAX. 6' TO W LAP. 4.ONR ALL LM FROM CGM'RO- JOINT WHEN Ili' CONT. BEAD OF SEALANT \ CONTROL JOIN FALL6 ON iFASTENERS FOR LATFI ro BE NAILS OR i 6TIWCTIIRAL or" ABT 2 eCALE• 1 V7•.r.p' INSTALL APPROVED WCU6lYRAP AS! STAMM M COMPLIANCE W( ASTM CW65 � � MRLTRATICH lk4l R OVER 2. WNW TIES TO BE (NO. IS) OAN4TS' URE / � SHEATHING TO WALL STUDS RwauRED PER PLAN / \ BLASTOMBRIC C0ATM6 OVER 6TICCO/ C.V. PINION (SEE TYP WALL SECTION) VERTICAL LATH PAPER DETAIL WOOD S7UDS SECTION PER SECTION R703.7 6tIR1aT YY6D M111 IolY1RYn 614EATHIG Extellor um of poraano camera pWsW NOML shell coney Wili #* application III 01111111111 SIDE LAPS OF METAL PLASTER DARES SMALL requlrerrenta of ASTM C 92B11A. .�yS M ME BE PAPER PURLOINS PRAMM In Wallm of ex*W lathing and f ftV O W TYPE CONTROL JOINT 7WEYSMALLWTIED slWl mmpy xf6 ASTM c 106312A. W01W 00416 INIPPOIlM'T) STUCCO A LAP . LATH WIRE AT INTERVALS NOT V Ix . PAPM MORE THAN W (22S-MMIJ m PER Aern c1e63 Q LF0.DILHIC.PI.A 0 LgD1if41O.F(A AS 3A PIPE PENETRATION DETAIL (FRAME) ® La.AM PT. 6 Q KICKOUT FOR REPAIR OF TEARS HORIZONTAL LATH N.T.S. DETAIL INUMLAYERS, TEARS MAY DE PATCHED $t PAPER DETAIL YVHIOUSE WRAP TAPE MR MANIP. SPEC. OR y*g LD PEEL 4 STICK i ■ WOOD SHEATHING OR CMU O f.A •IIAIp. ® IFOLD NWO.Pf.A {. >.at6w.FT.6 &00AN-M.N t WR5 LAYER II, aCRAM!R. C A aMAY. PL6 s STUCCO WRAP (FRAME ONLY) A . 4 FOLD R. a DrlR PT.�� a TILL fr. C ° Dona" PL4Nw t THICK, 3 GOAT CEMENT k PLASTER (FRAME), GOAT LEGEND CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) ® Y" LAP WRE3 4 TAPE OVER DRAINAGE PLANE (WRB I'0.D O •'� RQOr/— e— ?—RE—Fn �"RTMff LAYER 01, STUCCO WRAP) MAL PO-0, o¢ M anon. i'THIM 3 COAT C9W _ 5'X5•'L' TYPE CONTINUOUS WRB LAYER #2 (NAIL TO (FORTIFIBER------MAS— — — CDM(r� WMXPW SAT METAL ROOF DECK, NOT BUILDING PAPER) WIND LAYER 9, FORTPBER ;ft E eulLOlnPAPER OWAMMILY) WALL SHEATHING) 00 LAYER% CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X °GO•""'`0/TJ INSTALL WITH ROOF CEMENT BUDDIV. AI LOT: SILVERADO LOT #1 BLK #14 PROJECT# 03719. 000-01141 MODA A 2795—CAMDEN GARAGE 9WWO: RIGHT PAGE: WALL ASSEMBLY DETAILS Lr L, a I. LIPM TI.M 150 MPH EXP. oypawA N�ALII6L RARRNL MOP M6tlQifl�l' AMPA OILY) I ., STUCCO (Race on CM 6n aaae 6. YLL L./6„ �I I ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING SELF—ADHESIVE FLASHING — — — — — — NOTE: FftILT_ tlMTpe TIOLR MIL [.Bo as METAL LATH: LATH TO BE PER SECTION )� scumQQBM.Grr' R103.1.1 / ASTM C-841-09, MIN. 2.5 LB5. IIIHIN fa0oFN0 "C OP NOW 4 DATE: : 06/11/20 PER 5Q. YARD (UTILITY OR NOMINAL 8CALA 1/4"=1'—oe "`TW`" saw""LATH DOES NOT MEET SPECIFICATIONS) sEET � FAM.t .• OL MdL L" FLASHING H Y O" 5 N.T.B. tl Y A 1 00 'ARC N I T ®C T E INSTALL i' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(b) AND BOTTOM FINISH FLANGES OF NON-MOV'ADLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE SECLIEN 1E OF FLASHING TO BE, OVER TOP 4 SIDES WOOD CONSTRUCTION L BOTTOM, 2- SIDES, 3. TOP 1��,.,w.6d X. VENT CAP 18 TO BE SET IN BED SELF WOOD SHEATHING WOOD SHEATHING L pn OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE UNIASHING WRB LAYER FI, STU0C0 WRAP Grou Inp. I : TOOLED SO AS TO DEFLECT STUCCO WRAP WATER AWAY FROM JOINTS. L441 N. RONALD REAGAN BLVD. I PREMANUF. DRYER AVER a, FCRTIflDER ' X E-Z BEAD ALL AROIND DIIILDMYs PAPER LONGWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH: 407-774-6078 i JOINTS AND INTERSECTIONS CONT. SEALANT) WRB LAYER N'2, FORTIFIBER Tom, TEXfuRED FAX:407-774.4078 APPLY SEALANT AT PERIMETER OF BUILDING PAPERSTTpI,I . ;�-FMIBH WOOD www.a6dael8roup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL AA N: 0003925 ON ALL SIDES, Yi CAULKING • JOINT SEALANT • ALL AROUND Y B Cf71! MEMBER � T' O.C. MAX DRAFTING BY: TOP t SIDES THICK 3 COAT CEMENT V T 4 A , A.B. DESIGN GROUP PER SECTION R703.7 PLASTER DRAFTING INC. I E)dwlor Nilhlrlp and pla.ISIBIG - , — A,p 5498 BEAUMONT CENTER BLVD. BACKER ROD Exterior use of portland cement plaster 3 shall comply with the application DRYER VENT (BLOCK) 76' TO )J' MID -WALL >E surrElIDA 33634 X, requirements of ASTM C 926-12A. WEEP SCREED TA PH: 1�3888 28 e j..0 Lill 6' WIDE STNP "LP FAX: 915886-2B02 X Installation of exterior lathing and framing ADHESIVE FLASHING. CLEAN '1 shall comply with ASTM C 106312A. MASONRY OEFORE APPLYING _ 6' SELF-ADHESIVE— WRB LAYER a, FLASHING STUCCO WRAP h "X' •t TENURED HOODED VENT BUILDING PAPER FINISH MASONRI' ERR'CXIICK r _ _ _ WALL FRAMED HORIZONTAL WEEP SCREED '' •'x. i' THICK, 3 COAT CEMENT s METAL LATH — HORIZONTAL WEEP SCREED PLASTER (FRAME TO BLOCK) A UM LAYER 52, PORTIFIBER PIPE THROUGH / Q BUILDING PAPER '�=L (FRAME TO FRAME WOOD SHEATHING DRYER VENT (FRAME) SELFAD14ESIVE PLASHING (INSTALL a PER MANI.P. VVC:BJ B' e b b♦ b b A b BUILDING PAPER WOOD SHEATHING UNDER 'QUICK FLASH' LAYER AI, STUCCO LAYER M, �- STUCCO WRAP CUT OPENING IN STUCCO WRAP LAYER 4, FORTIFIDER APPROVED HOUSEWRAP BUILDING PAPER FOR BOX INSTALLATION 0 WOOD CONSTUCTION GUT 'X' INTO VENT PENETRATION wRB LAYER h, SELF -ADHERING ✓N A STUCCO WRAP MEMBRANE FLASHING METAL LATH SCALE, N.T,S. W Cm VINYL CASING DEAD APPLY SELF -ADHERING W RAISED BAND I WOOD SHEATHING MEMBRANE FLASHING Z.T.o li' ran.waLL OVER BOX AND OVER „ IL APPROVED WRB LATER x STEP #1 ry STEM' *2 6• WIDE STRIP SELF ADHESIVE Iq.ABHING, CLEAN MA60NW BEFORE APPLYING ^ APPROVED sUDDIV. at LOT: SILVERADO LOT #1 BLK #14 PROJECT* 03719.000— 01141 HODEL9 2795—CAMDEN GARAGE OWDIG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 H ERMP. B APPLY E-Z BEAD­ WRB LAYER 62 (FORTIFIBER - - - - - �E 'D* SECTION) ARC IT T: BUILDING PAPER) AREA TO RECEIVE METAL LATH STUCCO SCRATCH COAT FELT -PROVIDE TT ATDALL e e• METAL LATH x—x—x—x : I COAT OF PAINT WBA�GKO INTERSECTIONS AND STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH UIN40 COAT LARGERTHAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - — — — - DISCONNECT STEP 05 STEP I*& NOTE: n M 06/11/zo METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT OELECTRICAL RECEPTACLE scwtE: 1/a"=1'-0• R�03.Z.1 / ASTM C-84-1-09, MIN. 2.5 L55. O PENETRATIONNIZERIT PER SQ. YARD (UTILITY OR NOMINAL ��T LATH DOES NOT MEET SPECIFICATIONS) Yd A� EXT. WOOD FRAMED WOOD SHEATHING WALL WRB LAYER 9, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER 02, PORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS WHAT CHANNEL J' THICK3 COAT CEMENT WEATHERB�EIR - W IV TYPE 'X' DRYWALL W SAP. • TOP OF WEEP SCREED WEAT14ER RESISTWE TO SHEATHI GA BEHIND WEEP SCREED BARRIER 4 W POSITIVE DRAIN J' THICK 3 COAT CEMENT WOOD SHEATHING WEEP SCREED PLASTER ' `.�` METAL LATH UA7B LATER 9, STUCCO WRAP r WOOD SHEATHING J' THICK3 COAT CEMENT PLASTER` \ 6' SELF-ADHIEREING A)M66-UFUC-hem CUSTOM CAB FLASHING WRAPPED I: • TOP OF WEEP SCREED " •`! ��`{ TO SHEATHING BELOW WROLA�WFAP 4' POSITIVE DRAIN WEEP SCREED I WFB LAYER 4, FORTIFIBER / i BUILDING PAPER (SHOWN FOR i SEPARATE AI i'SELF -ADHEREING FLASHING WRAPPED i STTUUCCO WRAP • CORNER OF CANTILEVER AMICO AMG6.UFwc.i8O CUSTOM CASNG BEAD - I I/4• POSITIVE DRAIN �Z oEP ar�PEm --e— -- NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD lOA DTL.® CANT. SCALE, 1 I/2' • I'-V NOTE: METAL LATH: LATH TO 5E PER SECTION R7031.1 / ASTM C-8471-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 11 WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 9/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 7 I' THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL \ `METAL LATH FINISHW,MXI?D 1 PANTED WJOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT l2) 2x12 HEADER PLASTER VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER n `J'THICKCOAT CEMENT PLASTER3 S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING FINISH I- THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CASING BEAD J L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESOMES, ONLY) @MIP_��ST�LLA�ON EXTERIOR GRADE DRY WALL PL 4ASTME 3 COAT CEMI VINYL GOIBJER BEAD ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - 3' X 3' 26 GA GALV. FINISH LAYER l2 LAYER METAL DRIP EDGE PEEL STICK) GET IN FULL ISM OF 6' PEEL 4SEALANT, K' MN. STICK • D SPACE FROM DRIP EDGE TOFACE TO TREX DECK Y4' GAP FOR BACKER I )SW % P.LATED ROD a SEALANT WOOD (TR CONTNUOU �������� WATER PR HEATHER RESISTIVE LAYER (2 EL 4 �. BARRIER 9 STICK) WRM WEATHER RESISTIVE BALCONY BARRIER R CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK_EXTEND OVER DRIP SUB FLOOR EDGE ma=® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF 1)i'XI IYi P.T. OR SIMULATE SEALANT, K' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX & GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING Net FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER I' THICK, 3 COAT CEMENT PLASTER METAL LATH S/S' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PANTED WEATHER RESISTIVE FINISH BARRIER 9 (LEATHER RESISTIVE i' THICK, 3 COAT CEMENT BARRIER n PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD I GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP IL EDGE INSTALLATION 2x FRAMING MEMBER }' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING • n • V O.C. MAX. 01 N WR5 LAYER 01, STUCCO WRAP § WOOD SHEATHING METAL LATH WR5 LAYER 02, FORTIFIBER BUILDING PAPER (14 A CORNER BEAD ® FRAME k 2 1/2' 1 CORNER BEAD (FASTENER 4 SPACING • 1' O.CJ CMU bib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK COLUMN SHEATHING WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BAWER R W SAP. \ PEEL 4 STICK 11(:k3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I ){' X 3' 26 GA GALV. METAL DRIP EDGE Yi GAP FOR BACKER SET IN FULL BED OF ROD . SEALANT SEALANTdP MIN. SPACE FROM DRIP WEATHER RESISTIVE FACE TOY00LUMNSHEATHING 2� i-..,w_ PE•.. BARRIER 9 WEATHER RESISTIVE WATER PROOFING t ,:.,. BARRIER 02 LAYER (2 LAYER PEEL EXTERIOR COLUMN 4 STICK) \ w�.iaw�wr.n'E'� WOOD SHEATHING WR5 LAYER 9, STUCCO WRAP 4 STICK 6' SAP. \PEEL 1 VX3' 'L' FLASHING anFLOOR FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 GA GALV. METAL DRIP EDGE I P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER SPAMIN. CONTINUOUS SPACCEE FFRORO M DRIP Yi GAP FOR SEALANT FACE TO TREX VINYL CASING BEm OPT' BACKER ROD. WATER PROOFING Net MODIFIED w LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER J' THICK 3 COAT CEMENT PLASTER DM' TYPE 'X' DRYWALL s METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH k THICK 3 COAT CEMENT 4' POSITIVE DRAM WEEP SCREED PLASTER VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CABIWi BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION® COLUMN / W /"T " VT ACLITAT!_l WI5 LAYER EL, FORTIFIBER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER N3'SELF -ADHERING FLASHING WINDOW FLANGE WRB LAYER e2, FORT( BUILDING PAPER — METAL LATH NI J' THICK 3 COAT CET PLASTER -� WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE - 15B CASING BEAD (9� WINDOW ( FRAME, NO BAND) WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIFIBER ' BUILDING PAPER ' METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) AIII 6NITICTs 6 Gr a0ign 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134188.2828 FAX: 813888.2802 munDm a LOT: SILVERA 10 LOT #1 BLK #14 PROJECT/( 03719.000-01141 MODULI 2795-CAMDEN GARAGE S1IMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 ViUi Ey. B ■1 p D= 06/11/20 eCAtM 1/4"=1.-0" m*mc= WA3 UK= SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 92, FORTIP15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER - •�vlEW FOR DRIP CAP WINDOW FLANGE WRB LAYER M, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WIRE, LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 4' CiAP TYP i' THICK, 3 COAT CEMENT CASING BEAD PLASTER IX TRIM MEMBER TO TRIM FETAL LATH STUCCO TO SIDING TRANSITION WRB LAYER'S, FGRTIFIBER 5UILDU4G PAPER SIDNG 7 fc�: WOOD SHEATHING w-m 1_ r cic -,, \ \ WM LAYER h, STUCCO WRAP STUCCO WRAP 1— CASING BEAD b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 ����UADO) WOOD SFIEATNIIO WRB LAYER 42, FORTIFISER WEATHER RESISTIVE O4RlIER 9 BUILDING PAPER : WEATMPt i / \ METAL LATH NCMG l xTYIIEiE � ,� \ .�j' L I W� THIC3 COAT ENT K. CEM R.AMI N6 Rsrr j I PLASTER �: s s �ve-eTIVE ODAMMMEE1R / 9TARreR eT-aP \� \� �NBTIVE 6'SELF-ADHERING D'MIlI FLASHING ; ;M I \ \\ y ���+ GALV'o METAL ` I r FLAemm DRIP CAP W R�+M am WINDOW FLANGE ' CASING BEAD 0 WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAF' WRB LAYER 02, FORTIP15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED --------- CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) WOOD TRIM mimpt CA& M / T�p TRIM MEI"DER OR ATROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. WOOD SHEATHING PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) J' THICK, 3 COAT CEMENT •'•� SEALANT PLASTER METAL LATH WINDOW FRAME ,( /__•„ .••••.•._•„,_„_,_._,.„••„.. WRB LAYER 01, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (Wl%' FLEXIBLE PVC BACKER ROD) UIRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER Co' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING J MEMBER DETAIL BELOW EXPLODED FOR CLARITY WRB LAYER 01, WOOD CONSTIOZM N � STUCCO WRAP T UZATHM RESISTIVE DARRIER�IISAIiRIER YRATF$R R-SISTIVE � TO LAP It�pz i1FLWRB 6SA-0l M 7THERRE91erIVE //CF LAYER 02, F-ORTIF15ER� a°�BUILDING PAPER eeLF-AD4ffRRYiRSAAMM-�S16TIVE 1BIER�916TIVE.• METAL LATH STARTER ST"an GALVID METAL WPLASWINM THICK, 3 COAT CEMENT PLASTER &ALVI� W �DAAMMPt �� -1OLAP CASING CASING BEAD C) RAISED S17A� BAND (FRAME) SCALE: 11/2'=1'-0' WOOD . GIIVLAT w & r R.A�SFIIn' E-z PLlg lou eaala. �4• T D RACK LEx00) PVC / BACKER ROD! \ / I • eELr•ADFlRMb 4• SELR-ADNERMO I , 1 ILASNM6 lLASNRIb \ \� ' , • TM' ' TEGAP WACALLK R I OR APPROVED SE/ R'�A-aaeR envE �Tr I,ISIeTIVE ��� �elsnvE E-z eem vwrL rr 0AC I R 11110 LE Pvt CALKER RODJ SIDING TO STUCCO D MI1C80TIVE ® FRAME TO FRAME TRANSITION 1A Y4' GAP TYP J' THICK 3 COAT CEMENT CASING BEAD PLASTER SEALANT --i TO WINDOW —METAL LATH WRB LAYER 01, FORTIFIBER BUILDING PAPER I WINDOW FRAME , WOOD SHEATHING , , , s � , WRB LAYER 01, I STUCCO WRAP I h' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE ; , 2X FRAMING E-Z BEAD VINYL CASING , (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ------------------------------------------------------------------------------------------- r�EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LURE, LAYER 02 (FORTIFIBER — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — A R C N I T L C T 8 6 Grou i In �I1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.77"078 www.abdosigngroup.com AA 0: 0003325 DRAFTING 87 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33SU PN:813886.2928 FAX: 819.8863802 BVHDIV. to LOT: SILVERADO LOT #1 BLK 14 PROJECT/ 03719.000-01141 MODEL.• 2795—CAMDEN GARAGE 8WWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B OUT HOUSBIRYAP AT4S• ANGLE MOOPIED •I• cut N WOUIE~ APPROVED NOUSM~ OVER SWEATNNG OVER no STUD UALL NAILING JAMBS TGYFORAMILT —. NOUBMPAP (OR TUOK FLAP INDM at W4D POLO N AT SLOPE SILL MO. TO EXTERIOR — \ STEP 1 A STEP 2 ISEL FLANG SMMI N N SILL \7/` FLEwxEMBL E PLAauNG DO NOT SBAL BOTTOM —� STEP 6 w Va. EDo1 OF SILL RO. MBCILWICALLY PAlTEN PAR400 EDGEA(CAP NASA, STAPLES) INSTALL DUPONT PIJIDd P AS TM R.AGHM AT TIA UTLY h• V SEAL,M AMM ME UTLY TO IFCOUNA LAMB N 4W-FUNO TOLES OR wE AD1lMVE IXII" FLASMN VER 0" CAP ECTO-UASAP EO)Rv) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS bKm L IT b TIE CONTACTOM RESPONSIBILTY TO VERPY THE OMWATRSILT(Y OF ALL PMWWTS NCLUDNG FIOIBNRAP, SEALANTS ( SELF-ADIS70tl FLAS " MATERALS USED OURNG COINTIIlJCrWK ]. INSTALL ALL MATERIALS PER MANIVACaUPIIIIS WBTTEN SPBCFlOATI NS SEALANTS MAY REACT ADVEMBLY IF NOT ATIBLB. BAN AND SEAL JAMB TO BILL JOINTS WITH POW IPSS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK WrAIIR BCM" SMOM SHALL BE "ftEMENTED AT ALL WINDOUIS URTH EVIDENCE OF WATER INTRIJBION BELOW THE URNDOW ORNM rINTERIOR PERI METER OF WINDOW OATH T A i C N I T i C T i 6 Grou i n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdoWgngroup.com AA Y: OD03325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134IM2628 FAX: 8134MS-2802 �IIIIIIIIII uuu evsary as LOT: SILVERADO LOT #1 BLK #14 PROJECT# 03719.000-01141 MODEIt 2795-CAMDEN GARAGE BVnNO: RIGHT "WALL ASSEMBLY DETAILS: WINDJB FLASHING 150 MPH EXP. T DAa" Z;- 06/11/20 SCALE: 1/4"=1'—O" BIMET WA5 ; �1j � \ -- 7-- >---- j------� 2x6 SUB-BANb 1 i i 1 W/I'x4' NOTCH I END, WRAPPED IN - - - �' A PEEL 4 STICK � Y I' - DRIP EDGE 0\ { I\ .K 1/S' TEXTURED I \ \ i FINISH A WOOD I \\ I I/8 1/2' TEXTURED -� FINISH w CMU / \ \ !I V METAL FASCIA \ I WRAP Yo' FROM \ STUCCO, 1' FROM \\ -- - -- - I! � WOOD WALL \ \ \ EXTERIOR WALL \\ o� ! (FRAME OR CMU) \ \� NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEV,4TlQN ©FLAN A 1"" TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP UIDOD SHEATHING OR CMU UM LAYER h, STUCCO WRAP !FRAME ONLY) UIRD LAYER 42, FORTIFIBER BUILDNG PAPER (FRAME ONLY) 2xi 6UD DAND ROOFING CEMENT DRIP EDGE ©PLAN E3 I METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) - !1/8' TEXTURED FINISH I WOOD, 1/2' TEXTURED FINISH A CMU -2x6 SUB -BAND W/I'x4' NOTCH w END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT +� ROOF EDGE OMITTED FOR CLARITY A B 6 N ITICTS Grown 1441 N. RONALD RFAGAN 5LYD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgMmup.com AA0:0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8134886.2802 mommomw BUBDIV. Se LOT: SILVERADO LOT #1 BLK #14 P1tOJECTp 03719.000-01141 MODEL, 2795-CAMDEN GARAGE 811IIMC: RIGHT PAGE: WALL ASSEMBLY DETAILS: 1 OU) H EXP.DB PRINT DATE 06/11/20 BCALE: 1/4"=1'-0" B*ECZT WA6 19'-4" 301-8" 11 27'-2" 3'-6" J — — — _ _ _ TE-1 — — — i (11 —— — — — FM-18X18— IF2-3OX30 8'-4' 10'-3" 3'-2" 3'-2' i '4'-5" I 4" CONC. Iw w SLAB ao: u /� i/ ~ a Y F1-3OX30 4" PVC —' VC I iv CHASE i 5'-10" 4'4" / O +31/2C�9i 1" PVC CHASE cwi FM-18X16 — 1 EXTEND FOR ELEC.0 SLAB 1 1/2" N ISLAND i�� 0 1., I fr w Y I 22'-2" 8'-10" 19'-0" ,�� � i I M TOP OF ,- SLAB i I � r 3'-2" 61 I J/ TE-i J i/ +-3 1Y1 if i f� 12 4 i 1 i/ i � b I I 11 I 291-4" 20'-8" I •I I I I I TE2 I. I — — TE 2 . — — — — _J 7 2'_3• 5 .-51/2 Ix JI 1.1 m o UI 5'-8" 2'-8" 2'-8" 2 10'-10" 18'-10" 1.1 EXTEND SLAB 1 112" I , 11 v I r • F1-24X24 N -31/2 1 "4 1'i2 3,,0• FMC-16X18 U 4" CONC. M SLAB " tz i -0" 8'-0" 10 2'-0" 16'0" 2'-0" w �I $a 4 ;, 4 fl F 16X18 �'1 3'-0' " 7'-6" — 4-71/2 FM-18X78 — — — F1-24X24RE FM-16XIB — — — — — T E-1 13'-0" 7'-8" 9'4" 20'-W 59-V SLAB SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR y��, COMPACTING REQUIREMENTS. 3 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". i, 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +_O'-W. SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. c 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR 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, OINDICATES #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: M A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS inn 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 3'-W O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6t11 EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER. GENERAL 3 i@" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 16" CONTINUOUS 18" - (2)#Ss (+p'-0" Is" CONTINUOUS 18" - s #51N CURB VARIES kFM-16x18 24" 24" 12" e s -)8" BELOW GRD 8"SEE PLAN 8"- 0'-4" 8" SEE PLAN 8"s 12" CONTINUOUS 12" - s #51N CURB VARIES F1-30X30 30' 30' 1 12" (3)#Ss (3)#5's - "BELOWORD F2-30X30 30" 30" 12" (3) #5'e (3) #Sa - 12" BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-0" A II C I IT I C T Il Grown 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdoWgngroup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 8134MG-2802 ounDiv. Be LOT: SILVERADO LOT #1 BLK T#14 PROJECTp 03719.000-01141 MODMU 2795-CAMDEN GARAGE BVINO: RIGHT PAaE: FOUNDATION PLAN 150 MPH EXP. B (n � 06/11/20 mcAL ., 1/4"=1'-O"I si 30" MIN. EACH WAY MONOLITHIC FOOTING Z vSTEEL °rF-' Z REINFORCING IN GROUTED REINFORCING IN GROUTEDSTEEL . SEE PLAN FOR SIZE ANO _ 0.. O CELL SEE PLAN FOR SIZE ANDCELL SPACING REQUIREMENTSGARAGE a.0 SPACING REQUIREMENTS QU :- DOOR � RECESS Z 8" CMU WALL ON 8" CMU WALL ,R BARS, SAME SIZE AS BARW WZ O;E+- • NDATION WITH 30"LEG EACH U = 0'-0" 6 ALL CHANGES IN DIRECTIONS N yTOP OF SLAB TOP OF SLAB I ., T THE STEEL REINF. IS CONTINUOUS AMOUNT CONTINUOUS BARS AMO N OF 0 •I CURBFOR ' EXT. FOR SLAB WI 1/2"ISOLATION °. SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) 1g' -� EXT. FOR SLAB - VARI SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1-STORY) • I•I' I� '� v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 1=0 AT ELEV: JOINT (WHERE 6" CHAMFER (2STORY) qq 24" W! 1/2" ISOLATION �° , 6" CHAMFER (2-STORY) .: 01-T APPLICABLE) Z � SEE SCHEDULE #5 3d' JOINT H (W ERE APPLICABLE) �. Z �. � EE SCHEDULE n WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING � FOR WxD, BAR SIZE � 38„ 31- � 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 #T N EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE (,_,_)EXTERIOR GARAGE SCALE: 314"=V-0" CORNER BARS DETAIL DOOR OPENING @ 4 SCALE: 3l4"=V-0" SCALE: 314"=1'-0" LAP TOP PLATE A MIN, OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON EI NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT EI 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 U 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL Wl SYP WALL W/ SYP No 2 STUDS SEE U 0 iL I No 2 STUDS SEE PLANS FOR SECURE BT, PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE > 00 NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. O Il SECURED W/ 2- PART TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. TO 2" CAPPED a g EPDXY. MIN. EMBED PLATE PLATE EPDXY 5-iR" EMBED. MIN. @ 18" OC SLAB WHOd MASONRY MASONRY GALVANIZED PIPE d 8", UNO SIMPSON SPH4 OR SPH6 MAX.NAIL 16" O/C STAGGERED.ADDITIONAL METAL W/FLANGE BASE O FOLLOW ALL MANF. U) BTM AND TOP PLATE CONNECTORS NOT rn IY SPECIFICATIONS FOR ANCHORS W/ 10d x 1 ill" REQUIRED WHEN NO _ USE AND I PREPARATION OF COMMON NAILS FILL ALL In HOLES, DO NOT USE 10d U In UPLIFT IS PRESENT. HOLE. 3" U Z IY x SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO u Q Q SLAB Wl(4)1W X 2 114" `vq - 0'-0" 41p, +- d-0" TAPCONS QQ- TOP OF SLAB TOP OF SLAB •. 4" CHAMFER (I -STORY) °�` 6" CHAMFER (2-STORY) . e: :r° e' s° EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD 6 MONOLITHIC FOUNDATION $ sCALE:3/4"=Y-d' (NO UPLIFT) 7 SCALE:3/4'=1'-B" (W/ UPLIFT) SCALE: 3l4"=1'-0" SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE Q ^ BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL Opr. PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Lu < U ADDITIONAL METAL °� U CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. C y O 8" CMU WALL e' VARIEB 9' Z 50. POURED LINTEL CONT. (TYP.) '�p.. 8" CMU FILLED CELL (TYP.) ` TOP OF SLAB SEE SLAB SCHEDULE ZX WALL FRAMING +. 0'-0" TOP OF SLAB i z SEE SLAB SCHEDULE ♦ 1/2" DIA. SIMPSON STB2 BOLTS 6" MINIMUM EMBEDMENT INTO �L r "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° ' CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY L ✓ AND BAR QUANTITY SHOWER RECESS FOOTER INTERIOR FOU FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 12 SCALE: 1"=1'-0" 9 SDALE:34" (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3�4"=1'-0" 1 SCALE: 314"=1'-0" A A C N IT 9 C TI{ Grown 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesiglgrroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813-88&2802 aysan► ae I SILVERADO LOT #1 BLK #14 PROJSCTAt 03719.000-01 41 ODICXIC 2 795-CAMDEN GARAGE EVnNG: RIGHT PAGE: DETAILS 150 MPH EXP. B a DOWEL PLAN SCALE: 1/4" = V-0" Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.abdWgngroup.corn L AA A: 0003328 DRAFTING BY.- A.B. DESIGN GROUP DRAFTING INC. 8438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813488.2802 aUBDiv do LOT"" SILVERADO LOT #1 BLK #14 PROJECT* 03719.000-01141 MODEL" 2795-CAMDEN GARAGE BIWING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B a 06/11/20 SCALE: 1/4"=i'-0" aI;EET S1.2 _ TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM 17 �5 III CLEAN OUT REQUIRED K FOR INSPECTION <m I - TIE-GERTICAL REBAR TO HORIZONTAL _ . a,; REBAR W/ 10" HOOK BAR SIZE1 48 BAR DIA. Z� #3 1 18" #4 24" m U #5 30" #S 36" #7 42" HORIZONTAL/VERTICAL REINFORCING SCALE: 3�4"=1'-0" Z N OFFSET METHOD CONTINUOUS 0#7,2' METHOD HORIZONTAUVERTICAL REINFORCING 2 SCALE: 3/4"=1'-0" #5 BARS la — El c � lA CMU UNIT DIMENSIONS io ARE NOMINAL SIZES •�/�` MASONRY SYMBOLS �K 3 SCALE:3/4"=1'-0" A E C N I T E C T t FAX: 407-7744078 www.abdedglgroup:eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819S86.2828 FAX: 813.8862802 go ammm� auumv. ee LOT: SILVERADO LOT ##1 BLK #14 PROJECT# 03719.000-01141 moaSis 2795-CAMDEN GA ."Z 8WING: RIGHT PADS: DETAILS 150 MPH E H .01 D M 06/11/20 SCALE 1/4"=1'-O" (SHEET S1.2A FRAMING NOTES: •• e u 1 r■ e r• 6 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od 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 H1OA OR LGT2 W/ 1Od 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK 10 (2) 2X12 © (2) 2X0 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / 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 (psi) XH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOTSAFE 4-4-See OAD *-4-- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SWKm=rrm I •sa• I *'mm I Ftm n40a aP44m lasm arum TYPE LENGTH Blm BPo RCMU T LENGTH YPE~ —IT W%IT anew WWIT all -sr eNP1T erssr MW w2w FWT armu 811WIT Irxwr 3'd (42') PRECAST 2231 3'4• m PRECAST ,026 ,o24 ins V4r (42') PRECAST ,m aan 304 am am Nat 70N +m 3m acv4 4m em Ns Toot 4%V (48n PRECAST ,986 4•d (46•) PRECAST 7B6 753 1300 4•d (4V) PRECAST tan aloe 3m =a 4m em em t30 Oo0 3m 3N0 4m 00 em P4• (54') PRECAST ,598 f4• 041 PRECAST 59•e 801 ion sd (6P) PRECAST tae7 30 m7 33u 40• 4n+ em. 1207 2m rm am 400 4711 nn 84• (#49 PRECAST 1217 S4• R4•) PRECAST 411 411 746 B4• MC) PRECAST tme am sae no 3n1 4e22 tote Ina Ole m em 3w an S-,0' (M PRECAST ,on 6'-10• M PRECAST 340 339 818 6'-,0• (To•) PRECAST m t sn aw am Ora m ts7 m3 me 3NI7 3m Rae Sd (m7 PREcar eoe Sd M PRECAST SIT n, 400 Sd (769 PRECAST m am mt 3n IN t4n tm no 27n m+ Ina Td IeD9 I>4rECA8T 743 Td (90j PRECAST 424 04 363 rd (##') PRECAST rn , , m7 am rn 100 1624 sm 210 3e27 3m Sd (11Z7 PRECAST 564 V4• (112') PRECAST 325 512 230 VW (»27 �GST eN 7n t 4tn Mo. eN ee2 171e tea wee mt sta tad (128) PRECAST 476 tad• (128') PRECAST 294 401 180 10-C (12r) PRECAST m m Ne It , mt m m n10 ton t70 aaM 2m 1,•4• (,38') PRECAST 382 „'4• (138� PRECAST 2eo 452 154 11'4• (138) PRECAST 04 m m IM W tN , M. 4" m +m "G raa• NO 12d (,M1 PRECAST 887 IZ- (,44') PRECAST 244 402 137 1" (1M.) PRECAST Oro 40 »1 m t t tm 470 m So +m t am IV-,r (1807 PRECAST 206 ,3.4• (18P) PRECAST 217 324 110 13d (iW) PRECAST 418 m e07 m 00 t 1m 4n m m 110 M 1M IW4r (,86•) PRECAST 279 74'-0' (158� PRECAST 206 293 100 W4r Ilan PRECAST 30 m m 7aN m Im NO 40 m 10p t 1 ten 14•d (,761 PRE N.R ,4'd (1761 PRE N.R 284 91 ,Pd (178� PRE m m m m m eft m m a/e ra 1tN 17at 1S4• (180) PRESTRESSEDN.R 1S4' (1Sq PREST O N.R. 260 83 1S4• (164.) PR681RE88FD 9>< m 30 m 40 a" 0V m 70 7 Nt Im 1T4• ( PRE81R66BEC N.R 1T4• U589 PRESTRESSED N.R. 104 64 ,rd R089 PRIM, D to ra m m m m en 74o m 7m ta+ Na 14n 1S4' Mn PRESIDED N.R 1Sd mn PRESTRESSED N.R. 14B 52 1S4• Mn PRESTRESSED ra 10 m m m 4n 447 m M 40 aO 1 2TW CA" PRESTRESSED N.R. 211 Mn PIeS1PE85ED N.R 125 42 21'-C O n PRE w m 3V m 40 m 2Zd PM PRESTRESSED N.R 116 40 2Zd 049 PRESTRESSED ra ra ta7 m to m m m m w m 813 m 40 mm m m i 2?d 01649 PRESTRESSED N.R. 24'd ( PRFbTRE88ED N.0. 21'47' ') PRESTRESSED N.R 91 33 W-V (ZES9 PRESTRE88m 1s 1x t7a m M'7 m 3t3 4s 4/0 m 4n m m m eN m 1m -tm - (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR, (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM *SAFE LOAD TABLES• BY CAS'TCRETE MAY 2016 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 SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 160126.03 ©m�000 OD®0®Om 000v000 0m0000cr.� ©o��roo 0�Fc7000�0' om00000 �m00E��0 �m000�c Om�0�m0 000ly©mo 00000mv 000m000 0000000 ®�000�o 0�00�00 000©0�© ®�m00 0�00�00 ooE[���oo 0��0®00 �00000� 0��00®m �— — — — — — — — — — — 8F16-1T/OMI1B— — — — — — — — — — — — — — —8F18.1TIOMi08— —— — — — — — — — — — — —F16-1T/0M/1B— — — — — 11 Zl. LL N j AU? e NUNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'4', UNO. ( o p 1 8RF14 ( 1T/OMI08 �sG ( 41 b FH5 ( 8F36-1TlOMI06 ( � - � 8F16-1T/OM/OB o- � 9'4" 1 z I(,4.. .«. ,,. H"..._ ,". 8F36-1TlOMI18 �. 174• 1 6 1 LIFT BEAM PLAN SCALE: 114' = 1'-0' Grown 1441 N. RONALD RFAOAN BLVD. LONOWOOD, FL 52750 PH: 407.7744078 FAX: 407.7744078 www.ebdtteigngroup.com � AA #: 0009325 J DRAFTING BY: A.B. DESIGN GRO]BLVD. DRAFTING INC. 6439 BFAUMONT CENTER BUTTE 1004 TAMPA, FLORIDA 938 PH: 813888-2828 FAX: 813.6864802 I�IIIIIIIIII BVHDIV. as LOT: SILVERADO LOT #1 BLK 14 PR,oJSCT/ 03719.000— 01141 UoaaL: 2795—CAMDEN OARAO>C >lQII,TO: RIGHT PAOffi: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B D W 06/11/20 a*13ILI caT s2 #5 CORNER BAR WI 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REB*HOOK #5 BA CORNER REINFORCING OF BOND BEAM 1 SCALE: 3l4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR a"Xe" 1. 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 H3. EIGHT, OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. n16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL i#5 REINFORCING FOLINTR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP L. �6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16"DEEP. �BEA DBL. BOND P OF BEAMWI (1) #5 BAR BONG BEAM EACH COURSE 8X8 BOND BEAM TOP OFOQGW/(1)#5 BAR . BOND BEAM F =FILLED WI GROUT I .�\AU = UNFILLED GROUT SOLID FROMTOPNOMINAL LINTEL TO TOP OF BONDOF OPENINGWIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 �,16-1T/1B 81NTRW/(,)#50BAR (L2)E pY_`F NOMINAL LENGTH OF BAR WIDTH OF MASONRY Qtv HEIGHT #OF#5'S, TOP IT STHISENGINEER'SINTENT BOND BEAM COURSE OPENING-2" 2 BEAM DESIGNATION THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" AN XFXX- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX- 1T/0MI0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-Tl6 S SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN ON PRE -CAST 'a 1K" OR DRIVE PIN)(MNISHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" 'a SLOPE FROM EACH END AND 18" N 1-1I4" EMBEDMENT 9 2X8 (MIN 2 X 3) 2-0/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW SENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 114") 8" FROM EACH END AND SECURE TO SHEATHING WI /7116'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN, 2.12d PER ELK. EA. ENO VCMUWAUL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: i t/T=1'-0 5 SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=l'-0" PROVIDE 3" OIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I ISINGLE #5 CORNER BAR, 3000 TURNED UP OR TURNED DOWN INTO OF � BSTEEL OND.BEAM FILLED CELL ( II U I�LEI, (I 8X8 CMU PIER I PROVIDE #5 BAR W/SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I / ENSURE THAT PIER GROUTS BENEATH STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3I4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4'=1'-0` A R C N I T I C T B Rn 141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abde6 gngrOUP.com AA #: 0003325 DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686-2628 FAX: 8134862802 BIIIIIIIII munDiv. Be LOT: SILVERADO LOT ##1 BLK #14 PROJECT #: 03719.000-01141 MODEL: 2795-CAMDEN OARAOE BVINO: RIGHT PAOE: DETAILS 150 MPH EXP B DATE 08/11/20 ECAM sHEl:T s2.1A FRAMING NOTES: y r C r k k k k k 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 1/2" HOG NAILS. --p------------------n-- CJ1 CONCRETE TO WOOD FLOOR: CA SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES.- Y 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJ3 CJ3T 4 SCHEDULE. I qp yA F� 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 11 R N H MEETING THE REQUIREMENTS OF AF&01 AND APPLIED IN ACCORDANCE WITH CJS s a u n n p 1 1C n p u Y n u n I n' n o u u p = CJ5T MANUFACTURER'S SPECIFICATIONS. I '1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1A AH7 I I ARE TO BE GALVANIZED. 1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, I CONNECTERS ARE TO BE GALVANIZED. _ = v s :>ama ....: . � a ®.:. . � : sss: y. II AH9 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE — — — — — — CONCRETE LINTELS. Mill isi� i�i�i;�6 i AH11 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND y�A----- CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 2X4 S'O� BETWEEN TRUSSES �� O.C. TOE NAB TOd _-------- i i� : � i isr F i i� i i I L---------------- i ii� i ;� i i �' 3 i� i i —: i i AH13 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE TR1188F9 wi (2)16d c�1MON COMMON I i ��Q SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE MAU ( SECURE TO BM, W/ Jv ..... v: �. ®I. •�.'Yi... . . � � . v . v . �: �. AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS SIMPSON LTA2 USED TO BRACE I LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND TOP OF WALL. I I APPROVAL. slue®•vs::�.:: L�...�a�.®s .�.� .issssm. AH17 9. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES I SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED w s v s v s v : as®. s : stela • ....Fd s s .: s v . � s :: s v s :. . AH19 FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. J. a.. �.. sass:.. svl=vs s®.ss. s�sz>�s - — - — - . AH21 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. I 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS y.� _ . s s . v. v . s : �I. s : U . :. s(v22x�s�� . v s — s ® . ® s n a AH23 NOTED OTHERWISE. I ATTIC I I y:ssssmss�ss�ssm.e.�l•s.�s s ss�.®.�v. A TRUSS MANUFACTURER / ENGINEER NOTES: ....ate ........... _ , _. _. y....... Al 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) — — — — — — — — — 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS : >� s . . s s y— s — s — a —� Al WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO ®J.....sa s —L Al TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, I I MAINTAIN AT LEAST B"FROM THE CENTER OF THE COLUMN. III �---.—. _. w .......r A2 J......�L�.r�.�. �. �. i ' ......---.—.—r A2 �..®...�t�.�•�.�. . _. L.----------- �.�._ .—s—.---- A3 PREFABRICATED F . ... � I I— — MA fRISSFS MAX .....� ...... v. A4 .�f.�.�.—.—.-- --L A5 I I ... e......... .��. �. . . I I �.�._.—.—.—.— I I A5 I . —. —. —. v.— •—• . . I I �_—. —. —•—. —. —� AH23A yA I I . . . . .s .. .. v.� .eras. s� . mod. —. —.Gem a—.®sa=s:k AH21A —.e —-—- 22x54 aw AH17D r I ATTIC ACCESS .sa..�. ...�. .�:I a .� a.a� . ---.—s . AH15D I .—e— •vs:.—.:s:.®:—. AH13D .......®.... a.. AH11D ----J ..a.. .®......•...... AH9D -- -Gees..—.:. ........._._... DI - 01 l to FH5 � '----.—. .—e—.—•®a—.—a®: D1 .— a — .—- —-— -—- D CJ3 n m Y ' CJ3 4 DGE w w ---------�0 --- ----- CGE EGE Ft FRAMING PLAN SCALE: 1/4" = 1'-W LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdWangroup.com AA M: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488-2828 FAX: 11113S88.2802 BUDDIV. de L02T SILVERADO LOT #1 BLK 14 PRCJECT#1 03719.000-01141 MODEU 2795—CAMDEN GARAGE 8WING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B o 111 DA E 06/11/20 8CALAC: 1/4"=1'-0" a*== S3 A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 } NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 � NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 k NAILS TO GIRDER AND (2) SIMPSON HETA18 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 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) TYPICAL TRUSS/ 1A 16 1C GIRDER CONNECTOR(S) A` _70' 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE L PR! FLOOR TRUSS S. GYPSUM BOARD OR 1/2" 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 112" GYP. WL. BD. FLOOR TRUSS CONNECTION @ L.B.W. 60A`E:314"=V-0" (NO UPLIFT) J� NOTCH DEPTH IWO i ;e® OLE EDGE >5/8" OLE DIAMETER 2/5"D SGL. STUD OUTER 1/3 OSPAN ONLY —HOLE EDGE >5/8" BTM.- PLATE STUD NOTCHING AND BORING LIMITS O SCALE: 1 112'=1'-0' HOLE DIAMETER < 3/5'D DBL. STUD ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9)10d x 1 k' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-W MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L-A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t x S" TITEN HD TO CMU AND (12) SOS ;'x 2 4"TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)3J" x S" TITEN HD TO CMU AND (18) SDS }" x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) t x 57ITEN HD TO CMU AND (18) SDS 4" x 3" 1x2 SECURED WI10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" OIC 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.) _ _ �C TYPICAL ROOF "' "' "� GIRDER CONNECTOR(S) s��a LSTA12 20 GAUGE W/ 10dx112 HOG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER MIN. "EMB A.B. WITH I ' MIN. 7"EMBEDMENT +-/l+ TO SLAB 8 (18)16d x 2-112" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB V, GIRDERMOOD POST CONNECTIONS J SCALE: 3l4"=1'-0" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) l6d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS WI (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS WI (2) 3/4^ SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 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: 3l4"=1'-0" # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WI10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-U" (2) 2X4 No.2 SYP DIAG. — 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'9C' BRACE SEAMS) 30'-1" TO 60'-0 (3)'W BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK Wl 1/2"DIA. 6'-0" MAX (W/1X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT Wl2" QR 10'-0" MAX (W/2X4) FROM CENTER TO END. WASHER SET IN HIGH �Y 7I�' 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P,T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX U a PLAN FOR LOCATION MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED WI a REQUIRED (2)10d's @ EACH TRUSS TO BE INSTALLED 0 O.C. MAX. ...Fz10'-0" BTM. CHORD OF T Tr WOOD ROOF TRUSSES 11IIRIIIF'\\\�\ SEE SCHEDULE FOR II II \\ BOND BEAM REQ. 1x4 BTM. CHORD BRACING 5-0" O/C —V - SEND 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 6 SCALE: 3/4"=1'-0" V EDGE CENTRAL SPACING SPACING SEE SEE 5CHEDULF. SCHEDULE .E MIN LAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d 5 112" MIN. EMBED. CrYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE Ell El PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2 2. END OF FRONT AND REAR LEDGER SHOULD 00 ,� LAP A MIN OF 4'-0", 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY LO 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, RAMP LEDGER SCHEDULE MARK SIZE BOLTSIZE @®GESPACNG CENTRALSPACING A DOUBLE 2x8 112" 8" O/C 18" O/C B DOUBLE 2x8 14" B. O/C 24" OIC C DOUBLE 2x10 1/2' 8" O/C 16" O/C D DOUBLE 2xi0 314" 8" O/C 24" O/C E DOUBLE 2XI0 3/4" 6" O/C IS' OK: F DOUBLE 2x12 11.1 6" O/C 12" 0/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4"=V-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 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 (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HI DA 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' Grou0n 41 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.ebdesigngroup.00m AA #: 0003325 - IFDRAFTING BY- A.S. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 8134M2802 rS ILVERADO LOT #1 BLK 14 JECT# 03719.000-01141 moaErl 2795—CAMDEN GARAGE 81RNG: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE: NT 08/11/20 SCALE: 1/4"=1'—O" B*tr.= S3.1A IF FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116""x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, �FLOOR BRACING �— SCALE: 3/6'=1'-0" SIMPSON H6 WI (8)Bd COMMON NAILS 2x STUDS 31MPSON H6 W/ (8) Bd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING i = SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR lt2"HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, ., TRUSS PARALLEL TO WALL �" SCALE: 3l4"=1,-0. DRUSSBL PT ESBW/ 1t Od aLtCNG 3ETWO.CEE ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN P R EVATION b ow P NATION 1X2 FIRE -STOP 5.1/4 7�` MI #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; SHOWN MI SIMPSON A23 EA. TRUSS !4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE: 3l4"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED MI ASSHOWN 1JIIIINMII DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 18" O.C. AND 6" FROM MI REINF PER PLAN END WI MIN 5-1/2" EMBED. FLOOR DECK R L V T TTTERN 0 NAYJNIII PATTERN O z �}gg�{w PERELEVATI i� PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24 FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRESTOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=l'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d " O.. � 3C1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. - NOTE: TOP OF FLR TRUSS CAT SHEATHING SEAMS) - BRACE W/ (3)12d @ EA. 4'-0" OXENGUNEEREDWOOD STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; MI TOENAIL INTO TRUSS W/ (4) i6d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2NO FUR) COVER 5 TRUSSES) 3/4" AS SHOWN 2x4 BRACE 48" O.C. w/ (5)12d 1'-4" MIN. FROM 2NO. FUR. FLOOR DECK U-0- TO 30'-0" (1) "X" BRACE DBL 2X8 LEDGER NAILS @ EA. END LINE 2x6 CONT. W/ (8)16d NAILS @ ST. OF FLOOR TRUSS 30'-1- TO 60'-0 (3) -X- BRACE PRE-ENG GABLE "X " TO CMU W/ 1/2" EXP. BOLT MI 8d RING SHANK NAILS @ 4" O.C. MAX (1) BRACE @ CENTER 8" CMU WALL AT i6" O.C. AND 8"FROM INTO BLOCKING (ST. 2X6 IS FOR WALL SHEATHING NAILER) (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT Ax SUB -BAND REINF PER PLAN END W/ MIN 5-12" EMBED. 16d NAILS 8" O.C. MAX FROM CENTER TO END. UPRIGHTS OVE PER ELEVATION FLOOR DEC III �A" PER ELEVATION PER ELEVATION 1X2 FIRE -STOP (AS PER TRUSS O G11PATT SHEATHING, PLYWOOD SEE NAIL8N0 PATTERN ROOF/WALLIFLOOR 3 c0i= SHEATHING FASTENER SCHEDULE" a0, (p�iw R ELEVATION m PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD ON PER lx2, 2x WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES SEE ( FRAMING PLAN) SEE ARCHITECTURAL . MASONRY NAILS @ 12" O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 2x SECUREDWI (3) t6d TRUSSES O REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. EVERY TRUSS (VERIFY GALE. COMMON NAILS. 2 lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 @ W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN AT TRUSSES PARALLEL 32"O.C. MAX. (VERIFYW/TRUSS SECTION DETAIL 12"O/C ANDAPPROVAL 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 SCALE: 3/4"=l'-T 6 PRE-ENG FLOOR TRUSSES W/ HIP RETURN SCALE: 3/4!'-V-V SCALE: 3/4-=V-9' PRE•ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED, BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C.MAX NOT SHOWN FOR CLARITY) O PER ELEVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK PLAN TR1188 TO TOP PLATE 5/8" GYPSUM BOARD OR 112" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 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 T MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SVP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE . PROVIDE BLOCKING o. ♦ SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. 0 ' AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ EACH CONS. 2x4 SECUREDLED FILL ALL HOLES, DO NOT USE 12"x9" WEDGE ANCHOR Wl2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS 919-9- TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. 10dx3" EPDXY 5-1/2" EMBED. MIN. @ 16" 1 O8 10b 1 Oc OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL "' TRUSS TO POST CONNECTION 0 SCALE: 3/4"=T "a A - SIMPSON MTSA2 U <990 LBS W/ (14)10d GALV. NAILS. • E B - SIMPSON HTS-20 U c 1310 LBS WI (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4NT'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. PMTOBLAB CONNECTION SCALE: 3/4"=V-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DU\. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE -U:2,300 GA 0,335 W/ 618 DIA, x 6" EXP. BOLT C • SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 50A.B. WITH MIN. i' EMBEDMENT TO SLAB & (26) l6d x 2-1/2" NAILS TO POST. F-ARCN IT19T86 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoWSigroup.com AA N: 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134886-2628 FAX: 8134386.2802 BVHDIV. fa MT SILVERADO LOT ##1 BLK #14 PROJZCT# 03719.000-01141 MODMIt 2795—CAMDEN GARAGE EWING: RIGHT PAGE: DETAILS 150 MPH EXP. B a GABLE-END HIP ROOF ROOF WIND DESIGN PRESSURES .ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (2T98) ZONE 3 = 33.53 PSF (43.53) 'A"= 4'-D' END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE:'B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT it 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d 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 2.4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 2 112" 0.120" 170,000 (116- 0 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 117' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .. z9 Y7 = SSQ U :n J_ y O � Z K D CD = 17 2 w 3: = U N U) z . m ? I J z zCD CD LU Ya z = U Z d oD TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS orvYc auceruiur_ III 11 ROOF SHEATHING LAYOUT ANTI ENDWALL BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS ?9 6" O.C. IN FIELD Sd RING SHANK GUN NAILS R 12" O.C. IN FIELD or 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.6,°jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: F8CR 2017, OM EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE W. WOOD: EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHMAFERED W. ROOF SHEATHING LAYOUT ANTI ENDWALL BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS ?9 6" O.C. IN FIELD Sd RING SHANK GUN NAILS R 12" O.C. IN FIELD or 8d x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.6,°jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: F8CR 2017, OM EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE W. WOOD: EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHMAFERED W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDES. POLYETHYLENE MEMBRANE UNDER ALL SLP&SONGROUHD WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Po - 11DO PSI AND A MODULUS OF SEALED NTH ADHESIVE DRAWINGS SFAMS LAPPED B INCHES AfA3EALED WITH ADHESAIETAPE. SEAMS ELASTICITY = 1,400.000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORAIFWORK: CORROBORATE TETRAHEDRAL (DOT), WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WI 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. EXCLUSIONS FROM THESE PLANS; MINIMUM NAILING PER FBCR 2017, 661 EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SWILL BE ASTM Al85. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: 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. DESIGN SPECIFICATIONS FOR TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH A. TRUSS STRESS -GRADE LUMBER AND ITS FASTENINGS- BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND DESIGNS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM 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 TPVWTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 f AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED Im REVIEW. WOOD TRUSSES. 20 psf TOP CHORDTYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26" #6 BAR - 36' 10 psf BTM CHORD +ron-mnarreM DEADLOAD DEAD LOAD 15 PSI TOP CHORD 20 PST TOP CHORD (7 PEI w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 ps/ BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 pef 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 FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI AS8.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST IN -WALL RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF S FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10paf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 60psf, 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: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE WTMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS. ETC. ALL BLOCK WALLS SHALL BE 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 THE CONTRACTORS PRIOR SUBMITTAL TO THE CT. ANCE WITH GRADEfit = 1500 PSI. BLOCK SHALL BE PLACED USING MANUFACTURED IN CONFORMANCE WITH ASTM 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 WILL . S HE FOR LAY-UP RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR COLUMNS GROUT 9 i FILLMASONRY ELLS SHALL C WITH ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED COMPLY WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT I - ALL L INNS. OU USED O NR C 1 ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED 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 PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL 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 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-S00, GRADE 8, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 kd. TUBE AND PIPE 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. RAC 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH FASTORKA STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO OTHER BOLTS SNACCORDLL BE THE TURNED ELEMENT. BOLTS SMALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED SH- PRIOR TO THE ADDITION OF PLASTICIZER NCE WITH THEBOLTSWITHWASHERSUNDER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94 OR EEAEURNG, MANG, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JROLTS ARE TO BE STEEL. CONCRETE TICKETS SHAl BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAOMIRM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 NNUTES. IF FOR ANY REASON THEE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN W MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A FFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONSI B FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER: 1-1/2" FORAGANDSMA I.ER 2' FOR A6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS MID JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMMXS APPLICATION 812E TYPE 9PACMp PEAIAPo(9 11 PT FURRING TO CASE NAROENEOLOx a" GARAGE DOUR BULK 11A"DM. TAPCON MASONRY B 11R°EMBED., A"END I.T. MASDNRYIC- NNLIITLONG. TO MABO 1-14C. NO WASHER FASTENER 1-00EDIST. SGD, AL. EXT. DODRS CASE HARDEHEDOJIL S°Q'C WwDOWIODOW FASTENED GARAGE DOOR BJCx IDIA. W/ EXPANSION BOLT 2R QC A"EMBED., 4"END DINT., 1A PT SEE NOTES NAxI LdIG. STAGGERED INTO MASdAYIOCNL. TO MASONRrICONC. WASHER 3"EDGE DRAT. WWoow gum cwsE HARDEFEDCOIL - W11400 DDOWFASTENED METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING +. Pr. sEE raTEe NAx 11TLONG. STAGGEPEo 1Nro MAsoFs+rmNc. MAsnE '_c. REQUIREMENTS EXT. SANG DOOR 2)v189M. RAPfxxf +�� 11T EMEED.E'END. NONBFMYJG WOOD I- EXPANSXIN IEMBED.YE.- 21'OK BUCKLPr,BEENOIEa WASHER FASTNER 019T., I+ EDGEDGT. ALL TO LONC.YAB W/WASNE0. BOLT GIST., 3'EDGE DIET. L Pr wN001V BUCK 0.fOB•PAPA21T YOIC 1-E.. GIST.,+1T Pt TO STEELC0..,SEE W/WASMf0. STAGGERED EDGE WT, NOTEa NOTT 1STAPLES 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 NGA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. A R C N I T E C TIi Grown 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngmup.com AA M: 0003325 DRAFTING A.B. DESIGN G OUP DRAFTING INC. 5439 BEAUMOW CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813-OW2802 sysD><v & :.TIT: SILVERADO LOT #1 BLK #14 Pft0j=T# 03719.000-01141 MODZU 2795-CAMDEN GAPLAGE 8WING: RIGHT PAGI& DETAILS 150 MPH EXP. B .40 �111� amNT 06/11, MCA=- 1/4"=1'-0" slgm= C 1V 1 PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 1, BLOCK 14, SILVERADO RANCH SUBDIVISION PHASE 10A AS RECORDED IN PLAT BOOK 80, PAGE(S) 107-112, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. 00. e �y ON LOT CALCU LOT — 8, LIVING AREA = 2, GARAGE = 61 ENTRY = 65 LANAI — 19 PATIO = 0 SQ. FT. DRIVEWAY = 653 SO. FT. A/C PAD 12 SQ. FT. WALKWAY = 23 SQ. FT. IMPERVIOUS 55% = 4401 SO. FT. SOD 3,611 SQ. FT. OFF LOT CALCULATIONS RIGHT OF WAY = 1152 SQ. FT. DRIVE APRON = 359 SO. FT. PUBLIC S/W = 335 SO. FT. SOD = 458 SO. FT. TOTALS AREA = 9,164 SO. FT. DRIVEWAY = 1.012 SO. FT. SIDEWALK = 358 SO. FT. SOD = 4,069 SO. FT. PREPARED FOR: s ,d� ,wi,cw?, _ f BUILDING SETBACKS FRONT: 22' REAR: 13' SIDE: 5' (50' LOTS) 7.5' (55' & 60' WIDTH LOTS) SIDE STREET: 15• V()\ 1Ar 15V \ \ $ t� \ �Go \ �G Y \L \ LATIONS \ 036 SO. FT. \ 836 S0. FT. 9 SO. FT. SO. FT. \ 3 SQ. FT. \ NOTES: 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. 2. ELEVATIONS ARE BASED ON NAVD 1988 DATUM. 3. FOR ALL LOTS WHERE SIDE —YARD SETBACKS ARE LESS THAN 7.50 FEET, A MINIMUM 5.00 FOOT WIDE DRAINAGE AND ACCESS EASEMENT IS REQUIRED PER PASCO COUNTY LAND DEVELOPMENT CODE. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION UST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO288F, HAVE SEPTEMBER 25. 2014, AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN ZONE 'r, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A AGENT FOR VERIFICATION. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 1, BLOCK 14 BONG S2536'OM PER PLAT. (FIELD DATE:) SCALE: 1' = 30 FEET APPROVED BY: `B 200547 LOT 1. JOB NO. BLOCK 14 DRAWN BY: DSS J Line Table LMs / Direction Length L1 S5BT)B'48'W 14.84• i 1' — 30' 0 15 30 Curve Table Length Radius Delta Chard Bearing Chord 45.00' 660.00' 354.23' S50MV59•W 44.99' PC4 6.62' 25.00• 1510.23" S6544'59'W SAW 123 29' eeo.00 to 23'18' N24TY2'2rW 123.12' 129.94• 830.00` 1149.03' S64'04'19'W 120.71' 41.73' 630.OW 3.47'44' SBOM3'39'W 41.73' C6 88.21' 630.00' 8•ID1'19' S65'Wll'W 88.14' LEGEND: — — — BUILDING SETBACK LINE — — CENTERUNE — — RIGHT OF WAY LINE PROPOSED ELEVATION � PROPOSED DRAINAGE FLOW CONCRETE A/C AIR CONDITIONER S/W SIDEWALK A5hR AMEFRICAN SURVEYING & MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 3191 MAGUIRE BOULEVARD, SUITE 200 ORLANDO. FLORIDA 32803 (407) 426-7979 WWW.AMElaCANSURVEYINGANDMAPPING.COM PI POINT OF INTERSECTION PC POINT OF CURVATURE PT POINT OF TANGENCY RP RADIUS POINT PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE TYP TYPICAL CS CONCRETE SLAB PER PLAT (C� CALCULATED PB PLAT BOOK PGS PAGES SO. FT. SQUARE FEET F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM NCVD NATIONAL GEODETIC VERTICAL DATUM D&UE DRAINAGE & UTIUTY EASEMENT POE PRIVATE DRAINAGE EASEMENT PUE PUBUC UTIUTY EASEMENT SURVEYOR NOTES: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. +�:::.'c.Y a Digitally signed by James W Boleman ti DN:-US, st—Florida, l=Orlando, —AMERICAN SURVEYING & MAPPING, INC.. cn=lames W Boleman, email. boteman@asmcowrate.com FOR Date: 2020.06.1815:46.15 OWW' THE FIRM JAMES W. BOLEMAN PSM# 6485 DATE 4 /1