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HomeMy WebLinkAbout35821 Iron Redding Ctin 99 2795- 99 "�AMDEN U" .: R 1HORMN ♦ f �v\v Id� 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: .� DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .IWMA BIIQ M CODE, BE91DEnuL 67H �Op (2M7) •ALL LOCAL AM SATE CODES •OCCUPANCY -RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE - VB •MID• INTERIOR FINISH - CLASS B •BASIC HIND SPEED - Vult=150 MPH V63a=115 MPH •1EXS3RERESIDENCE _ B • •2-STORY RESIDENCE - MAX. HEIGHT AS PER WCAL AND STATE CODES ABV. ABOVE LAV. A/C AIR CONDITIONING LUM. AD). ADJUSTABLE M.C. ACT. ALTERNATE MFR AMP. RRAG6 MIN. °D ROANTERR° M.T. CL CENTER MTD. CAB. CENTER MTD. CLG. CRILING N.T.S.NSIS CLR CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLY. DBL. DOUBLE PLT. D.G. DUAL GLAZED PR DIA. DIAMETER P.T. DN1. DIMENSION R. DISP. DISPOSAL RAD. OP. DEEP RA.G. DR. DOOR REF. D.S. DOWNSPOUT RM. DTL. DETAIL R.O. S.C. D.W. EACH SO EA. EACH S.D. ELEV. ELEVATION s.x. EQ. EQUAL SLIT. EXH. EXHAUST SHTHo. EXT. EXTERIOR SHW F.G./FX. FD(EDGLASS SIM. F.G. FUEL GAS SL FIN. FINISH SEGL. FLR. FLOOR STD. FLUOR. FLUORESCENT SWS FF`TG DIL FRENCH DOOR TEMP. GA. GAUGB THK GAR DISP. GARBAGE DISPOSAL T.O.C. LAVATORY LUMINOUS MEINE DICCABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOKEDEEEXTDR SMOKE HUNG TOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TOHICK PO TOP OF CURB DATE DESCRIPTION CAB CONTROL DATE ARC ITECTURAL SHEET DESCRIPTION 061SAI ADDED 150-C ENGINEERING PG Ci'-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2F-FRONT AND REAR ELEVATIONS 7" PG A3F-LEFT AND RIGHT ELEVATIONS 7" PG Ei-ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILSR PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS m'W/25n9 ADDED OPTIONAL PENDENT LKaHTMG AT KITCFE=N mt/2bne FIkED DIMENSIONS FOR STUDY AND DINING ROOM 2 REVISE SOFT CALC.S MPe� UPDATED LED LIGHTS PER D.R. HORTON I®/W/IS UPDATED LED DETAIL OUMSLES PER DAL HORTON m�/PJ ADDED FOUNDATION ON GARAGE REARING WALL 22AD3R® UPDATED SIMPSON CONNECTORS ILA. LISP ADDED Ib®-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 LONGWOOD, Tel: (407) 774-6078 CRA04W REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS I SQ.FT. CALC. S tSEG.w ADDNG ELEVATION INTO LOT RE TESTS AND MASTER SENT 18oOF PACKAGE TO TRUSS ENGINEER FOR TRUSSER IST FLOOR LIVING 2,536 Sa FT. GARAGE 6113 Sa Fr. ENTRY &b Sa FT COVERED LANAI W Sa FT' TOTAL 3,113 Sa FT. 3nIV2® ADDED FRONT ELEVATION F' PER DRHORTON Fax: (407) 774-4078 O.F.I. cRmJrR-TER rc�culr T.O.P. INTET.O.S. GL. GLASS TYP. . GYP. BD, GYPSUM BOARD U.N.O. H.B. HOSEBIB N.C. HOLLOW CORE V.P. HDR HEADER W. HOT. ORHT INSULATION WD. INT. INTERIOR WOW. W.I. TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER OO WIN AM WROUGHT IRON STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A-DETAILS PG S3—FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.1A-DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1B-DETAILS PG SN1-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO All WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBRITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. A R C R I T R C T• Grown 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.ebdadPEroup.eom AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813406.2628 FAX:8i3686-2602 BV JakeLO UDDIT SILVERADO LOT #12 BLK. #13 PROJECT# 03719.000-12131 MODEIa 2795-F GARAGE OWING: RIGHT PAGE: COVER SHEET V.150 MPH EXP. B CT• GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (20171. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 2, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. `THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 N8INCHES 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 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN hONCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 8- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6: NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FROM 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-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L. FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 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 MANUFACTURERS SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GRCUP'S 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 ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, 6 Grown 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-T74-4078 www.abdesigngroup.com AA N: 0003325 a. DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 lIkk FAX: 8134386-2802 avaDly ae LOT SILVERADO LOT #12 BLK #13 PROJ>!',CT/ 03719.000-12131 MODEU 2795-F GARAGE OWING: RIGHT PARSE: GENERAL NOTES 150 MPH W. B A R C N I T R C T t J COVEM LAMA( T-4' CLG. 15'-0' r - — — — — — — — — — — — — — — — — — — - I I A n II I I I I I I a I I I 1 I I i v 1 m I GREAT �0 1 ROOM TYP. I 9r°o I I I I I I I :t 2 �'r-------------------- r - - ------ v II I I ROOOOMG E I I I I t018'-0' CLG. I 0 0� n I 1 II II v n 5 jA n w . BDR 1#3 BDRM.#2 T-4' CLG CM TO 2'-8' AFF. W/ 4X4 P.T. POST ASV: (2) 28 SH Ll ol STONE VENEER 4' r-------------------I I I I ORm WNEEVS i I'-412'-9' 6'-10• 8,_3. I I I I I I MIMI 6 ���JJjJS� I.a GIL.A66 DOOR �I : ROO Il•R G iZ - 1 J' i i �., --- '---------� ,1'-6' 2'-I' 2'-II'_4 sum it I I I ' ii I MULTI�'TBiV ii I 4 q�,W/�Rp I I I _ I ; ,I 1 L----- ----- r �2;�r�—J - i I ATTIC L -- I FLOOR PLAN NOTES - ALL OM MICN6 ARE FROM FACE OF 1 W BILOM WALL (OR EDGE OF FLOOR GLAD) TO FACE OF 6TUD UNO. - ALL INTERIOR WALL$ ARE 3 JP UNA. • DRYER VENTED TNROUGN ROOF (VTR), NOT 6OREE1 RD. - AIR COrr-RE660R GET ON 44'X44' POUF ED CONG PAD. PAD OWING 6' FROM EDGE OF 6TRUCTURE. - SEE GNEET ON FOR GENERAL AND STANDARD BUILDING NOTES. . ALL HADITABILE ROOM$ TO NAVE ARC FAULT CIRCUIT MTEIaUPTER - ALL LULL f4BkINf ISLOCK WIAL D "MM FILLED CELLO WTNOUT OPENM66 ARE 6FRAR WALL6. 11 9 $TONE FLOOR PLAN VENEER SCALE: 1/4' . 1'-0' IRRRRRRRRRRRI vr�-rr�-vcwv b'/J9FiGd/Jldsy SQ17. CAM'S 1ST FLOOR LIVNG 2,836 80. PT. GARAGE 61% SO. FT. ENTRY 65 SQ FT. COVERED LANAI 193 Ga FT. TOTAL 3,113 SO. FT. CCltCI®R ND CLA001q MD LD�Ot BAtC MD EtORAE FOR i tII101D O1Jtlt tales ME tDM41W10A omen ADWE F0DIA9E MIN. WINDOW IV S 243/-32J3 CRITERIA EXTERIOR SWING IB 5 23.4/-30.1 DR MIN. CRITERIA S:GD. MIN' 41 5 22J/-41ID CRITERIA *010 O.HD. 112 5 20b/-24.9 BASIC RIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG, CAT.=B, 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. MMOA113 SHIM AND SECURE RADIUS CORNERS. SEE CANTER TOP VARIES MATERIAL TO 9E CABINETS. BRACKET 4 INSTALLER SMALL BLOCKMG F INSTALL FLAT ELECTRICAL BOX -I BAR REINFORCING AT ENDS OF PARTITION ARIE KITCHEN BASE BAD C4 BRACKETS AS WALL NECE88ARY. 2'X6'X35-I/4' � � LOW WALL = 2'X6' STUDS • 16, O.C. DRYWALL A TYPTB CABINET SECTION a °' VARIES i0 OPENING DTL. B SCALE: IQ . I'-0. PH: 407-774-8078 FAx:407-774-4078 www.abdosWigroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134UR3.2628 FA%: 81348862802 SUBDIV. AI LOT: SILVERADO LOT #12 BLK. #13 PROJECT# 03719.000-12131 11AODELs 2795— F GARAGE 811117ING: RIGHT PAGE: FLOOR PLAN 150 MPH . B BLDG. HGT.�. SHINGLI b' LAP V-4' BRG. HGT., DECO S FIN. FLR1 9'-4' BRG. HGT.�, 0-0' FIN. FLR 0'-B G D _ FRONT ELEVATION TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER PBCR R103A STONE VENEER TO OE NSTALLSD PER M NLIFAC7l#!R'S SPECFIGATIONS REAR ELEVATION TEXTURED FINISH k OF ATTIC FREE VENTILATION AREA REQUIRED ARED VENTILATION AREA VENTILATION AREA X SQ. INCHES PER FT. (144) MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = 3972 SO, FT. 1/ 300 = 3972 /300 13.24 1906.56 SQ.IN. .5 X 1906.56 953.28 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTALMOFVENTS REQUIRED = 8.28939 TOTALNOFVENTS PROVIDED = 9 BRG. HGT. '-0' FIN. FLR 5-8G DE (MIN.) `AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG / — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ ISIMPSON STRAP , PER DRAWING FRAME OUT (2) ZXS SM I PRE-ENGINEERED I TRUSS BRG. HGT. (2) 2X8 P.T. 19M W/ k FLITCH PLATE I I CORBEL SEE DETAIL B/A2F 4x4 P.T. POST I m I FRAME OUT 4X4 I'-4- I POST I I ° I I I I I I I I I 0'-O' FIN. FLR I \------------------------------ COLUMN DTL. A SCALE. 1/2' . ---------------�\ \I CORBEL 4 TRIM* I FOAM I C C CORBEL C I r r m TRIM (VERIFY IN FIELD) N SIDE VIEW FRONT VIEW LL CORBEL DTL. B A III C N I T! C T S 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdoe4pWoup.com L AA N: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2828 FAX: 8134W2602 EV8DM de LOT: SILVERADO LOT #12 BLK #13 PROJECTop 03719.000-12131 MODELA 2795-F GARAGE EWWO: RIGHT PAGE: FRONT & REAR ELEVATIONS ., F., 150 MPH EXP. B A.A NO D = 7/07/20 SCALE: 1/4"=1'-0" SHZZT A2F OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 12 bt — 0El ::1 El 0 i0 0 G€ jFLRa---- --------------------------------'-----------------' ' 'FIN. FLF- 0-8 �f yr— — LEFT ELEVATION TEXTURED FINISH OTOA! VEPlER TO NE N6TALLED PER MANIJrACTURER'6 SI EGFN: 'M M OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT I D V-4' BRG. HGT. $ _ FOAM CAP 00 00 0'-O' FIN. FLR —'—'-----'-- ——'—'—'—'—'—'—'—'—'— --------"-------------- RIGHT ELEVATION TEXTURED FIN15H 6TONE VENEER TO EIE INSTALLED PER M~AGTURER'b OPECIFI"Tk" F—AECN ITl6—Ts Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813688-2828 FAX: 813 26802 go a ow PIt g 7/07/20 DA'M: 8CA* M' 1/4"=1'-O" ar>«r A3F earm k r■ e• E ELECTRICAL LEGEND SYM. DESCRIPTION d~ STANDARD 9WITGH -4 -WAY SWITCH 4 -WAY SWITCH IMMER SWITCH HE BUTTON ISGONNECT T HERMOSTAT e INGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT TERIPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 411- EXTERIOR WATERPROOF/CaFf RECEPTACLE(GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® IVV DUPLEX RECEPTACLE (FLOOR 'IOUNTED) 20V RECEPTACLE (4 WIRE CTOR) I-Q L MOUNTED LIGHT (LING MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER Sd FT.) ABB BULB LIGHT FIXTURE 86E36 BULB LIGHT FIXTURE JaQQa48 BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH FULL CHAIN ER CABINET LIGHT ® 'FLUORESCENT LIGHT (RECESSED) m x4' FLUORESCENT LIGHT (SURFACE ) x4' FLUORESCENT LIGHT (RECESSED) x 00 cE56 LIGHT • GE88 LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL (FIELD VERIFY OGATION) " METER (FIELD VERIFY -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) EILING MOUNTED FAN 0 T FAN (I CFM PER $d FT.) 4 JACK (D OKE DETECTOR (CEILING MOUNTED) ® MONOXIDE ) I MOUNTED) IMEB TVTV TE P OUTLET FOR GARAGE JACK ' c' PORT NOTES, • LOCATION OF Tv JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MM. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MI50TA OF FDGR bTH EDITION (201V: • 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(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER I =. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 201�. 61h EDITION R404J COVERED LANAI PRE -WIRED CLG FAN I I I I I / I 1 I I 1 r-----------------1\ j GREAT ROOM / v I / I S I I 9 I I I y I PRE -WIRED CLG FAN �C., CAFE OPT. FIXTURE 1� I �\ 1 of I ------ OIIN&f2 ----- I SUITE I I I I I I / PRE -WIRED CLG FAN I �W L \— — — — — — — — — — — — — — — — J ` \tI / OD/ I (n 2p0E�/t1P •OUTLET Ell I 1\GFr ---- I � ' i II \ EITCHEN L — — — — — 1 — — — — — — — Vail /1CT Ir- BEDROOM 63 V PRE -WIRED CLG FAN PRE -WIRE / CLG FAN Q, BEDROOM #2 1 I 1 I 1 I }1 I Y I / I / I I I , I , I I I I I I 1 I ® 1 L / / I I 1 I I i I ELECTRICAL PLAN SCALE, 1/4' • I'-C' T. L \ LAUNDRY f I MULTI-GEN t BEDROOM I I I I I I I I I � I � � PRE -WIRED � I CLG FAN LI I11 I \1---------- r-------------- Mu I-GEN I I SUITE PRE -WIRED ) \ CLG FAN l7 L------------ GPI i 44' I 1 F — —— -- O A.F.F. BOLLARD / I ASREdPER IBLDG CODE / I WALL MOUNTED / I LIGHT W/BUIITC 4 IN / I ATTIC / I / 3-CAR I % I GARAGE I I I CLC CaFI OUTLETI CLG. ON OUTLET FOR OPT. I FOR OPT. GARAGE DOOR GARAGE DOOR \� OPENER I OPENER P.B. FOR \ 1 GFI CHIMES �\ IRRIGATIONOUTLET I W P Panel WAIN - A PANEL: 8H8 wp at. blaekw VOLTAGE 1201240V-lPh YAW: 150 Alnp M.C.8 FEEDER: "I Cu THIAN 61. 96 Cu (G) In 1 VP C. OR 3-a2M AL TNWN 61- S6 Cu (G) in 11? C. a11n hl• etr ar•YI CkWI Ca•,al WMY wa hN win w2 m !f1•Itr fYItrTW um 1 x nx x ID wwlVa raav +mo a a 4 $ e 4tlo s . T e PANEL -A PANEL: 42 at. breaker VOLTAGE: 1201240V-1Ph MAIN: 150 ArIV M.L.O. FEEDER:341 Cu TVMM 81-a6 Cu (G) In 1 Ifr C. OR 3.4M AL THM 61. 96 Cu (G) In 11rz' C. wlw rw er a•m wm ar•w caar+ w.m evII4m IN, a•N SUM 012 1 m e"r ,mo 1 2 e000 ,nnv. tl 2 It 012 1 ID ua,aw.l"eeam Lem 3 4 n2 1 m as+A/Pf•nu leoe e e 4e0o raNaxr It 2 we •1z ID a laao T e su m IYa Wr Ara lam a 1. 12oa rOr+ ID 1 .2 nz I Itam aR Aw 12m 11 12 laaa IaaarciR m n2 n2 1 ID INwI Ara t2m 13 N ama OFl m 2 w s14 , m 11,.r Awa.l.r♦ Ara em +e +e a • ti Is 140E w11•rOR It I nI w + 1. WALMAM mo 1a m 1m0 Oea OFl m 1 012 nz I m Iaae2a011-42Ara Imo 21 m Izm Ievlwl2f aR,e Ara m 1 n2 • A as m Boo wo 0e„fh BaN AFa on,r.erlwwa Ara 16 15 1 1 nt w New 27 m 10m alfr0n 6wrq,aaral ID 1 n2 a m m a2 1me I mcawaf a m 1 nx 6 B 33 It i4 tl It x tl AA; AILL+ a KVA r tl% a1m 4o e 41 41 a Lraf la wawarcb,crcWbm llw 154m xTim La•1 Ib tla•Irq Mrnk,efBem ltM r u %s: ASSRlWkTION8: Arw: A%crAuraMvrrre No: Na4towcalOxrl,aln wl: OROL•O rBurIN118Va1rTBa rau %•a fuBfa t•afa.r tr+a aJ,m rar laanwr. r Ima 1mm .rN r 4a% lama rar cr.e INII +o%truu• LOAD CALCULATION M WED ON MC NON40RCRIMJT LOAD Tar Cwa•a.l wr• 33af0 Tar al2mwf ,eT.T a•%waI u� ,B% a Rx. ucl. Lose raw A/C a ur• hr 2795 0•nrr ua a we 3 w I . D. 8385 • 1 M85WOU at 100% 65 Tar orwr L f a R•c rla 8450 _ LED LIGHTING LED LIGHTING SINGLE LAV. C SINGLE LAV. I MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I- - - - - - - - - - I CIA -------------- 1 J LED LIGHTING C DOUBLE LAV. W . > BEDROOM 02 AND 03 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WTH ELECTRICAL. PROV1610 0 OF THE EDInaN (TOIL LOCAL CODES. AND ALL LOCAL PCIAR COMPANY REOWREMENT& B. ALL CONDUCTORS 89ALL BE TYPE THHN/THUN UNLESS NOTED OTHBRMN. METER FIELD VERIFY LOG PALER CO I -A T14ANSFORTER GRADE 20440 VOLT. I ELECTRICAL SERVICC. PROVIDE 3 4 COPPER (OU IN 1.112" DIA 6CHBOULM SO PVC CONDUIT OR PROVIDE 3 QM ALUMNJM (AL) N 2" DIA SCHEDALB SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTN THE ELECTRIC CONV°AHY PRIOR TO 910. LED LIGHTING @ DOUBLE LAV. OWNERS BATH PROVIDE 34M CU. T14M • FIS CU IN 2' CONDUIT OR 3 % M AL, T!" • 1% CU IN 2- CONDUIT. (CONDUT TO TERMINATE ABOVE SOFFIT a OVERHANG) COMD 101 SERVICE DISCONNECT SWITCH AND M ELECTRIC METER N NOMA 304 ENCLOGUI E E10NTP TELIP 4MM SERVICE CABLE TELEVISION ENIRA400 SERVICE ENTRANCE E(a1NT'EINT EOMPMMIT INTERSYSTEM OCNDNM TERMINAL AT LOU) VOLTAGE OPOIECTIONE 1 4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE POM ht[4 EDITILN (T0172 SAS" DIA x S FT LONG COPPER CLAD GROUND ROD 1A41 N. RONALDRFAGAN BLVD. LONGWOOD, FL 92T80 PH: 407-774.6078 FAX: 407-774.4078 VAMObdeslgngroup.com AA N: 0003325 DRAFTINGF33634 A.B. DESIGN P DRAFTING 5439 BEAUMONT CBLVD. SUITE 10 TAMPA, FLOFUD PH: 813886FAX: 813888 meame ffiUBEIM Ae 1:.OT: SILVERADO LOT #12 BLR #13 PROJECT• 03719.000-12131 MODEL' 2795-F GARAGE 111WING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH FQV. B JUL rpn TM 7/07/20 8CALE: 1/4"=1'-O" ffiHEET E1 ■ TC MAI PLUMBING PLAN SCALE: 1/4 . I'-m' KITCHEN SINK UY _ PLUMBING RISER v3 INCNITECTI1 Grou i PO. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774407E www.abdeslgi$roup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN: 819686.262B FAX: 813688.2802 BVBDIV. S. LOOT SILVERADO LOT #12 BLK #13 PROJECT# 03719.000-12131 MODEL: 2795- F GARAOE BW NG: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. IV HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2_ ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $yALL, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATMG. ALL SEAMS SHALL SE SEALED UITH GLASS FAS t MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL 15LM CODE SECTION SM. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2.3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL` BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS. SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. IL ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIR?/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ TO RESET DAMPER ALL DAMPERS 814ALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601, 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH D15F BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. Nam, ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM 1 y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE �'_PV'C EVAP. TRAY, y SLEEVE TO LINES BELOW SLAS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (1) THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON US ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) ffiXI 1/4' SHT. MTL. SCREWS R REFRIGERANT LINES TO RETURN RCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FOCR 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION 3013.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLCOR OR WALL CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN CONO. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. --FITTING OR EXTENSION TO _FITTING OR SOIL OR WASTE AS REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 86000 REQUIRED INSIDE SERIES NICKEL SRASB TOP CAULK P.V.0 OPTI/SPEC INV. INV SITE PLAN SITE PLAN FLOOR SLAB CLEAN —OUT (TYPN DEXT. GROUND CLEAN —OUT (TYPNTS MECHANICAL PLAN SCALE+ 1/4 • V-0' MEN A N C N I T N 0 T 11 6 Grouse gn 1n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ab0esIgngroup.00m L AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813888.2628 FAX: 813888.2802 ciao M& >s$THDM Ae RAT: SILVERADO LOT #12 BLK. #13 PROJECT/ 03719.000-12131 MODEM 2795-F GARAGE ®WING: RIGHT PAGE: MECHANICAL PLAN 150 MPH EV. B 2x4 TOP PLAre PRE -FAD TRUSS U2' CIX& O�A—.7 In' DRYWALL ---- 1 • 1 SECURE DT. — MATE TO SLAB W/ 10d MASONRY NAIL a 32' Or - MAX FM. FLR 2x4 WOOD STUDS a24, or_ SLAB r4d1C: 01 wO HV PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IV O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'.1'-O' FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9®5.1.1 ON I}' 0A.D. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'-I'-C' GYPSUM DOA OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 0, PER ELEVATION TYP. O.H. R-4.1INSULATION ------ �WINDOW ATTACHMENT AS PER MAMIACTUREB SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS a 24' O.G. a' CMU 1/2' GYP. WL. BD.� WOOD BASE V.-m' FIN. FLRl ,a ° 4 (7, W/ WINDOW OPENING FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON O.S& SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE M IGR W LIMA ao. GAS LINE THRU BIDCK cna, •.rr FI5EFIGLAS6 SHINGLES OVER AM FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON I}' Ob.B. SHEATHING OR Ij- COX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER ELEVATIONS PRE-ENG TRUSS VENTED SOFFIT MTL. DRIP EDGE PRE-ENG. GABLE TRUSS WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS Ill. TMm 2 COAT - POIOL.Aw Cal7xT I'LMTaR 1FlRRD D111111tLY TO MAGONW i TO ML .M :IuQ I" OALV. OTM pea KMI:AL tRAac OvlRlAD DODR I' aY M". M aY OTIi1M ►AMBlD t0 LID (7'� GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' _2X4 OFF 24' O.G. MAX - SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUE —PER STRUCTURAL DETAIL STIFF SACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS, FOR INSULATION R-VALUES ,. PER ELEVATION 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-43 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J. O)3.6. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE o.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \__PIE-ENG. GABLE TRUSS \—WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRI CEMENT PLASTER APPLIED NGSTRIPS a 24' O.G. DIRECTLY TO MASONRY In' THICK, 2 COAT IR' GYP. WL. BD. LASTER APPLIED PORTLAND CEMENT WOOD BASE- D'CMU IRECTLY TO MASONRY PR 0�� m' FM• FLR• a TYP-WALL SECTION B N� ' O OPENING yQT PER SECTION W5.1.1 - FOR ROOF SLOPES 2=12 TO LESS THAN 4:12, A (1)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE. 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 v cm Y a - < a ,a ° 4 n W/ WINDOW OPENING n 0'-0' FIN FLR H TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D1 6C40LE= 3/4'•1*-0' A R C N I T R C T• Grow iln LONGWOOD, FL 32750 -- PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA#:0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81348E-2628 FAX: 813486.2902 81111111113 F- "AmBUSEIM do LOP SILVERADO LOT #12 BLK. #13 PROJECT* 0 719.000-12131 )LODELa 2795-F GAItAGE 8WING: RIGHT PAGIM DETAILS 150 PH JUVI D 7/07/20 acALIE: 1/4"=l'-0" skat= 1114, D1 TU2G 2X6 P.T. a CENTER OF DOOR FEADER 6ECURED W/ (U V)• X P J-DOLT UV W MIL EMDEDMEW WV 2' x 2• x IR' IIIASE<R t NIT OR W/ (2) N' x 6' AN(d1OR DOLT6 W 2' X 2' X V8• ULASWER 8 NUT [6 6EGTI E 2x4 ON FLAT TO 0 ° IN il W/MASONRY00 NAIL& 1X6 GARAGE DOOR �DUL7C SECURED WV (0) IW x B J-DOLT OR ANCHOR ° DOLT6, W/ 4' MIL EMDEDMENT, UV 2' co X 2' X V6' WA64ER t NUT. (U UNTNM ►• OP TOP. (U WTNN 6' OF THE 5TM. (8)EVENLY SPACED. ° ° NOTES: ALL ANC 40M 6WALL IS E N ACCORDANCE TO MAMPACTUREIC6 MTALLATICN NSTRICTION6 WERE 01=4 IATRIIGTIONA A! MOW ATI N61WT GARAGE DOOR riZBUCK ATTACHMENT 8' CMU 11' DRYWALL i'X4' OR VX2' P.T. NAILER Ix4 P.T. OR 9'4X4' MIN. SECURE THRU FRAME t EXTEND I�4 INTO BLOCK ❑ W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-)4 WITHIN 8' OP EACH END t IV O.C. MAX SPACING \ DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 1FDLDOLF TO BLACK +3 4 OR +8 4 A SCALE: N.T . 2X4:m SECURE TO BLOCK W/ �(a' TAPCONS OR (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t 18' OG MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%- TAPC0WMIK SHANK SIZE .10 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END ! 8' CMU W3' O.G. MAX SPACING. J¢• DRYWAL 2X8:m � 1'X4. OR SECURE 6LOGC WR-4J(a' (MIN. SHANK SIZE .145 MM. HEAD SIZE 300 DOOR MIN. EMBEDMENT I Y4) TT•"�+ WITHIN 8' OF EACH END t L Ihd' P.T. NAILER CASING JAMB OR WINDOW TO 2X PER MANUFACTURES DETAILS, IS O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') DOOR JAMB TO BLACK +1-1 n VDWW TO BLACK +1-1 " E: N.T . 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 DO= SECURED THROUGH SECURE BLOCK W/2-Vo' NON-STRUCTURALTAPOON STO I (MIN. SHANK SIZE J45 EM15ED NT T EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 ' CMU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END t IB' O.G. MAX SPACINCs. I'X4' OR I'X2' P.T. NAILER 2X8: m ❑ SECURE BLOCK W/2-%- 7(r' O.S.B. X 4' MIN. (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE MID DOOR JAMB OR WINDOW MIN. EMBEDMENT 14") ATTACH TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAILS, 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +1-18/1p" ir•1 WOMW TO BLOCK +1-15/ 8 " SCALE: N.TA. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18'Or- MAX SPACNG. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK Wn-%, NON-STRUCTURAL %* TAPC0NO TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8• CPU WITHIN 8' OF EACH END t J• DRYWALL IS' O:C. MAX SPACING. X4' OR I'XV P.T. NAILER SECUR TO BLOCK W/2-i(A'TAPCONS CASINGSECURE i[TTACH (MIN. SHANK SIZE .145MIN. HEAD SIZE 300 OOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8. OF EACH END t MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 1DNDOlI u SCALE: N.T.O. TO BLACK +2 1 4} 2X4m SECURE TO BLOCK W/ TAPCONS (MK SHANK SIZE J45 MIN. HEAD SIZE 300 MM. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK W/2_V .NON-STRUCTURAL TAPS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y4) 1S' DRYWALL WITHIN 8. OF EACH END t 18' O.C. MAX SPACING. D X4' OR I'X2' P.T. NAILER 2X8mp SECURE TO BLOCK W/1-%' TAPCONS DOOR CASING MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN e' OF EACH END t ATTACH TO 2X PER IS' O.C. MAX SPACNG. MANUFACTURER DETAILS. WM Mal MN W TO MM JAM(OOMOT OC®A'! DOOR JAMB TO BLACK +3" 1FDiDOR TO BLOCK +3" " SCALE: N.T . 2X4m SECURE TO BLOCK W/ V*- TAPCO 46 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' OZ, MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %' TAPGONS(MR SHANK SIZE TAPCON MIN. I Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN B' OF EACH END t B• CMU 18' O.C. MAX SPACING y�• DRYWALL 2X8'm PX4" OR VX2' P.T. NAILER SECURE TO BLOCK 2X SECURE TO K SIZE TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER J45 WK2A2d WITHIN 8' CF EACH MIN. HEAD SIZE 300 END 4 6' TO 8. O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F +" ALE: N.T 2X4m 5EC1RE TO BLOCK WN4 TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE t 18' O.G. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL 11b' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y♦' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) JS' DRYWALL WITHIN 8' OF EACH END t IS' O.G. MAX SPACINCs. 'X4' OR I'X2' P.T. NAILER 2X8mo ❑ SECURE TO BLOCK 01-1/4' 7(a' O.SJ5. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y♦') DOOR JAMS OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. MptA YF M YayOp TO ILIIf JM71 fD0 NOY CC®A'1 DOOR JAMB TO BLOCK +3-7/18" 11lNDOlf TO BLACK +3-7 18" G SCALE: N.Tb. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t ��: STRUCTURAL 2X 18* OL. MAX SPACING MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/I-1/4' NON-STRUCTURAL V S TAPCON MIN. I-Y4 (MIRTAPSHANK SIZE .145 (MIN. SH EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8" CPU WITHIN W OF EACH END t K• DRYWALL W6' O.C. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2XSm SECURE TO DLOCK UU(I-t/4' . X4' MM.TAPCONS(MIN. SHANK SIZE J45 -p-TR MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) OOJAMB OR WINDOW WITHIN 8.OF EACH END t TTAH TO 2X PER 18' O;C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H W +3 9 E: N.T . A i C N I T i C T i 6 Group. 1441 N. RONALD REAGAJIBLVD. LONGWOOD, FL 327PH: 407-7748078FAX: 407.774407www.abd"gngroup. AA M: 0003325 DRAFTING BY- A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE:Lo 4 TAMPA, FLORIDA 33634 PH: 813888.2B28 FAX: 813586.2802 00 aysa>cv. tIa LOT SILVERADO LOT #12 BLK 13 PROJECT# 03719.000-12131 MODE1t 2795—F GARAGE 9TnNG: RIGHT PAGE: DETAILS 150 MPH UP. B PRDff 7/07/20 SCALE: 1/4"=1'-O" 9HEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL7473.1 EAGLE PRODUCTS ROOFING ROOFTILES 2017FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL 12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R3 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT, ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891A-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17801.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL ISBA CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLARIDABUILDING.ORG CONTROL DATE: 06/17/2020 A K 6 K I T K 6 T 8 5 GrouPn 1,441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.ebdeelgngroup.mm L AA rK: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488.2628 FAX: 813588.2802 �IIIIIINII �vo�e°000�, BTJIBDIV. de LOT: SILVERADO LOT #12 BLK #13 PROJWTIP 03719.000-12131 MODMXc 2795-F OARAOS I!T►ING.' RIGHT PADS: PRODUCT APPROVAL LISTING 150 MPH EXP. B A O r Y 1 T■ C T 6 PRB'OR'ED ooNTROL JDNT'� RAUVGE A CONTI140L JOINTS z ISO WIED TIED TO LATH B S' Or- MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF 6T1D EXISTS BEYOND EXCEPT STAPLES V U USED SECCEG Nfli JOINT • DU RING INSTALLATION --� FASTENERS TO SE 6PACCD-7 e T' O.C. MAX VERTICALLY / PLASTERD COAT CEMENT UM LAYER 7. PORTIFIDER / DULDINC• PAPER APPROVED MAL LATH FASTENED 01' IVERTJ OD. MAX AT SUPPORTS, UM LAYER h. STUCCO URAP UIOOD ONAT14NM To / LATH SMALLINU NOT .. CONT9r40 •• to •• v To.' .• T JOINGRE FI CONTROL \ JOINTS, OUT SHALL DE STOPPED AND n� TIED AT EACH SIDE. PER ASTM CIO•! PRON01 2X4 OLOCKNG 1J014 PLACED FLAT MAX. 6' TO 6' FiS011 CONTROL JOINT WNFN CONTROL JOINT FALLS ON NOTE, \ L FASTENERS FOR LATH TO DE NAILS i / STRUCTURAL eTUD OI[ STAPLES IN COM•LIANCS Wl ASTM CIM3 r 2. WIRE TIES TO BE (ND 16) OA')4T6' WIRE 3. DLOgCMG SHOW MAY SE IN ADDITIpy \ TO WALL STJD6 REOYRED PER PLAN / Ot FOLD •iY0 • R. A ®FOLD OL FOLD •OW PL A L CIWABE . Pr. 8 A QUAN • R. C OL FOLD NYYO • R. A ,. CLAN • PT.6 roLD w A— • ® t roLo 16NI0 • PI. A E. aEAME . PL 6 • CIRAN . PT. C 4. POW On. C OV•R PT. 0 T" M. c T00040 BOTTOM R.ANM No. AL' O BOTTOM N )tlaS EMAL FOLD. QQ tw. (w. PL.rE»e �L APPROVED DUILDNG WRAP SMALL DE LAPPED A MINIMUM OF 6' B VERTICAL LAPS (ROLL ENDS) • 6' • HORIZONTAL LAPS. ALL SCAMS NEED TO SIR WITH FORTIDCR SWATHINP T�-, Mlk LAP • NOT LATH VERTICAL LAP TO DE I' I.T^ . �� METAL LATH WPM LAYCI! M. 6TUCC0 I RAP P YWPM LAYfflIt -2, / DUILDING PPAPEFORTROER/ 2 SCALE, I V2'.I'-O' Q KICKOUT DETAIL ~A4v � I Tam � I r � WATER TIENT NAL !BOND OR 801.01"R DO HOT m ft=; .070 �M P Now. Ir.IEWIBCTlor6 NOTE, BIDE LAPS OF METAL PLASTER DASC6 SHALL ISE SEGUED TO FRAMING MERB 3"E THEY SHALL SE TIED BETWEEN SUPPORTS WITH 60415-p.L (121-MM) MM AT INTERVAL6 NOT MORE THAN S' (M-M0. AS PER ASTM CI063 TAL FOR REPAIR OF TEARS IN WRS LAYERS, TEARS MAY DE PATCNED U 44OLMM WRAP TAPE PER MANF. SPEC. OR PEEL . STICK 6TUCCO i' TFIM 3 COAT CEMENT FEASTER METAL LATH URO LAYER -2, FORTFIDER BUILDING PAPER UM LAYER L STUCCO ILRAP WOOD SHEATHING • LATH • PAPER WOOD SHEATHING% OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOPAUALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHIWs) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'x4' SELF-AD/ERING 1'E9'EIRA E- PLASHNG (COMPATIBLE UV HOUSE WRAP MATERIAL) OVER 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMGRANE R.ASHNIS ppi�pp 01 INSTALL FASTERS (CLIPS. STRAPS. 6TAPLC6)AS REQUITED TO SECURE PIPE) WIRE TO FRAMMG .5. 4• k�� STEP 62 SELF-ADIERS0 MMIRAPE PLASHING OVER APPROVED HOUSE WIIIAP. Rd61lINIG TO EHCTOND ONTO PIPE CUT AND OVERLAP ONE SIDE OF 8E0-ADHERING MEMBRANE FLASHING Uft LAYER 4, FORTFIDER DUILOBG PAPER PETAL LATH 6'x•' SELF-AD4lRMG McM,RA S FLASHING OVER 4'x4' SELF -ADHERING M mlm% E PLASHING OVER APPROVED VFW =NT. DEAD OF SEALANT rALL APPROVED HOUSSI~ AIR LTRATION DARRCR OVER !ATHMG 46TOFERW COATING OVER STUCCO/ . PINION (SEE TYP WALL SECTKW SECTION PER SECTION RM T 96rfer1laRla Ple mft 6tlerbr uea W Portland oeroent plaster shell comply Wth the application requlr.ments of ASTM C 926-124A. 1.%14 tlan of ezterbr IWIhin9 d ft.Nrg shell mrnpy vAU ASTM C 166312A an LEGEND DRAINAGE PLANE (WR5 LAYER '01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER------- - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-847-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Grown 441 N. RONALD REAGAN BLV LONGWOOD, FL 32T50 PH: 407-7746078 FAX: 407-774-4078 www.abd'salgrgroup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 813E86.2S02 O BUODIV. So LOT: SILVERADO LOT #12 BLK #13 PROJECT�9 03719.000-12131 ]MODELa 2795-F GARAGE ®WINO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DAGGER ROD BACKER ROD URS LAYER -1, STUCCO WRAP INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEryaN-r OF FLASWWS TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT GAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO 15E TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4 CAULKING • JOINT ALL AROUND PER SECTION R703.7 E,Genor k>hlnG arw p1wila ing Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT PLA,S R3 COAT CEMENT METAL LATH UFO LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER -1, STUCCO WRAP URD LAYER 4, PORTIFIBER BUILDING PAPER WOOD — CONSTUCTION —FETAL LATH a' cm VINYL CASING BEAD W RAISED SAND VT VM9_- L 6' WIDE STRIP SELF ADHESIVE FLA664ING, CLEAN MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDNG PAPEF OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESI1 FLASHING (NSTA PER MANUP. VIE BUILDING PAPS! UNDER 'QUICK FI A VENT PENETRATION SCALE. N.T.S. ELEC. METER FIELD-1 " VERIFY LOCATION / `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT Y6' TO Yo' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED _L p' I ; WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES AREA TO RECEIVE — STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATH(( APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z OVER 6® MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND NTERSECTIC WOOD SHEATHING ,411111110, LAYER 51, STUCCO URAP LAYER Q, FORTIFI15ER BUILDING PAPER METAL LATH WOOD -I/O'TEXTUIWW CONSTIBIGTION FINI864 FASTEN TO WOOD STRUCTURAL MEMBER a T' O.C. MAX 6, CMU i W To 1S• MO -WALL WEEP aCllEED 6' IUDE STRIP SELF ?' ADI-IRSIVE FLASHING, CLEAN MASONRY BEFOW APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCK e' WRB LAYER N, STUCCO WRAP 4(777 GUT 'X' INTO SELF -ADHERING I MEMBRANE FLASHING APPLY SELF-AD14ERNG MEMBRANE FLASHING OVER BOX AND OVER APPROVED WFB LAYER STEP #I STEP 02 WRB LAYER 7, STUCCO WRAP APPLY 6d7 MN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® {MEMBRANE FLASHING I `WM LAYER'2, FORTIFISER 5UILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP *5 STEP #& @)ELECTRICAL RECEPTACLE A R 9 N I T E 9 T 1 GrOU Design a 1 R. nvnnw ecrr N ewu. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd"gngroup.com 64 AA N: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888.2628 FAX: 813E8&2802 SVHDIN. Ae LOT: SILVERADO LOT #12 BLK #13 PROJECT# 03719.000-12131 MODEL• 2795—F GARAGE STIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP B R 7/07: 1/4"=1'-O" A2 WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WOOD UPS LAYER $2, FORTIFIBER CONSTRUCTION BUILDING PAPER V4 HAT CHANNEL i' THICK 3 COAT CEMENT W9i' TYPE 'X' DRYWALL PLASTER i' SAP. • TOP OF DEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING 4' POSITIVE DRAIN , n�cP araem WPM LAYER 9, STUCCO WRAP ' , THICK 3 COAT CEMENT �\ PLASTER % _ AMi6-UFUIG-VF® C118TOM CASING , 6' SELF-ADHERENG FLASHING WRAPPED e TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 9, ` STUCCO WRAP WRD LAYER 42, FORTIFIES BUILDING PAPER UPS LAYER 9, FLASHING URRAPPED STUCCO WRAP .Y AMICO ALL"-WRWIC-TS® CUSTOM CASING BEAD J • CORNER OF CANTILEVER 4' POSITIVE DRAIN 1 �� noep wC,eem NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.0 CANT. SCALE, I I/Y.I'-U9' NOTE: METAL LATH: LATH TO 5E PER SECTION R703.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE818TIVE BARRIER 9 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 42 VINYL CAGING BEAD i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH WrtEXTURED 4 PANTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER E VINYL R BEAD 4' POSITIVE DRAW wgze arwm VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON RESISTIVE 9 RESISTIVE 4 aA" i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT HEADERASEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN wmge aros:m VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @MIEP-�QE STALL ITION EXT. WOOD FRAMED WALL BUD -FLOOR DECKING PRE-ENG'D TRU66 WEATHER 19E816TIVE - BARRIER '1 WEATHER RESISTIVE - BARRIER 7 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 'EXTERIOR GRADE DRY WALL i' THICK, 3 COAT C PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @PAAHNITILEVER DRIP EDGE LEGEND DRAINAGE PLANE (UJR5 LAYER "I, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - FINISH LAYER (2 LAYER PEEL 4 6TICK)� 6' PEEL 4 STICK • DRIP EDGE TO DECK I VXI %' P.T. OR SIMULA WOOD (TREX) FILLER CONTINUOUS WATER PROOFING 1st '\ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK 1 NXI 'Y4 P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Y; GAP FOR BACKEIS/ ROD 4 SEALANT _ FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL I 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH %' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD .I VINYL CASING BEAD —� 3' X W 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT,)S' MN. SPACE FROM DRIP FACE TO TREX Y4' GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE r BARRIER -1 WEATHER RESISTIVE n BARRIER 42 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN HULL BED OF FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SWEAT14NG WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER +2 4' I52& VE DRAM w9se APD6PD (SHOIUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION Y; GAP ROD 4 2LUMN SHEATHING BATHER RESISTIVE ARRIER 9 FATHER RESISTIVE ARRIL'R R SAP. \ -EEL 4 STICK I )6'x3' 'L' PLA6HING FULLY EMBEDDED N ROOF CEMENT 1 K' X 3' 26 GA GALV. METAL DRIP EDGE SET N PULL BED OF SEALANT,)S' MN. SPACE FROM DRIP FACE TO TREX r— WATER PRDONGNt—' j�l�ll LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK ® FLOOR I )S'XI )S' P.T. OR 8R'AULATED WOOD (TREX) FILLER CONTNUOUS .'GAP FOR SEALANT OPT. BACKER ROD. MODIFIED w 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 16 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FNIBH J' THICK, 3 COAT CEMENT PLASTER / WEATHER RESISTIVE BARRIER 4 UEAT1 ER RESISTIVE BA TRIER 12 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. .I )Wx3' 'L' FLASHING 'FULLY EMBEDDED IN RO\OP CEMENT 1 Y,' X 3. 26 GA GALV. METAL DRIP EDGE SET IN HULL BED OF SEALANT. )S' MN. SPACE FROM DRIP WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DEG( TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WFCP X'4QRfSn NNYL CORNER DEAD J / (SHOWN FOR CLARIFICATION OF ING VINYL CASBEAD � SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN lW/"T." PT.A4;ZNTN(_1 WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER 9, i STUCCO WRAP THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 4, FORTIFICIER BUILDING PAPER 2 I/2' CORNER BEAD ' WRB LAYER "I, FASTENED TO SHEATHING METAL LATH I STUCCO WRAP 1' O.C. MAX. Irk• N THICK, 3 COAT CEMENT t. -! i WRB LAYER 02, FORTIFIBER �'. N PLASTER ' BUILDING PAPER YER 01, 6'SELF-ADHERING ' METAL LATH STUCCO WRAP FLASHING "I THICK 3 GOAT CEMENT WOOD SHEATHING (EXPLODED NEW FOR PLASTER �' CLARITY) METAL LATH DRIP CAP WRB LAYER -2, FORTIFIBER BUILDING PAPER (14A CORNER BEAD (9)FRAME �2v2'* CORNER BEAD (FASTENER 4 SPACING * 1' O.C.) CMU 5/6' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK WINDOW FLANGE WRIS'LAYER h, STUCCQ, WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER No'SELF-ADHERING FLASHING DRIP CAP -� WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) A R C N I T I C T 8 +T LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813188,2628 FAX: 813886.2802 BUDDIV. rk—I.OT SILVERADO LOT #12 BLK 13 PUROJECT# 03719.000-12131 MODEL: 2795-F GARAOE BVWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH WT. B WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER — METAL LATH —� }' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING: BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIF15ER BUILDING PAPER METAL LATH 4EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) YER 'I, WRAP A_ 6Nr l ED a I BEAD "•'ip j YER R, FORTIFIBER � NG PAPER ' LATH 3 GOAT CEMENT ;` J' i -ADHERING NG ,J i ,AP ' WINDOW FLANGE CASING BEAD ® WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WRB LA STUCCO RB WLA BUILD) METAL i' THICK, PLASTE 6'SELF FLASHI Yi GAP TYP J' THICK 3 COAT CEMENT f ASW. BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH e STUCCO TO SIDING TRANSITION WRd LAYER FORTIFIBER BUILDING PAPP ER SIDING? �— WOOD 614EAT14NG WOOD SHEATHING Uff= 6ATtK -1, WRB LAYER 01,\ \ STUCCO WRAP STUCCO WRAP � CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION �— BEYOND WOOD SMATMM6 � I,�EelsTive QIEATU✓ R H RIRUEGI8TIVE�j(. WAIrxRE�%EAL SIDMG /'I\P6. -ADHERMbiR-� LASH ADFICRMGt` �aerlVE eTARrERe :TRIP IFA�� eATWERERARRINt DER �aSTIVE an� 4K�-ADMERIIIGALVD lWalm PETAL GALV'D FETAL Z. PLASHM6 'Z' F.ASHM6 IUIYaOxD TRIM 1"!I"IEEit _ CAAM ' \ y.�x I UJOODTR�IIEF�R \ 1 / GAP UICAULKM O APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2B LEIS, PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01,WOO � TRICTRON STUCCO WRAP WEATHER M"TNE- BARRER R WATI-GR RESISTIVE - DARVWRB LAYER #2, F-ORTIF15ER Xw'_lr`Y LAP SIDM� BUILDING: PAPER VO RMG- PLAIIIHM METAL LATH STARTER SnaP— �ExP�O 9" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD Ca) RAISED 1 7 A BAND ( FRAME) SCALE: 1 1/2' =1'-0' J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME f WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY MCs -ADI-OR WEATHER RESISTIVE BOAVER -1 TOVMK TOP OF •r RRABHMS •' I °� WEATHER RESISTIVE 1 \ BARRIER R 'T WEATHER RESISTIVE / BAPWER a on UIbOD TIO°I 1'!'11' R _ 'Z' PLASWM6'� E_i a vMYI- emMG 1 ` Y' X •' SIMULATED (am FLEXIBLE PVC / , u13OD TRIM MEMBER BACKER! ROD) \ / � • SELP-ADHERNS tiA W--ADNERM \ 1 i 1 F-ASHMo �2 g Cpq THI PLYTCIt \I\ OR APPRPROVEED SEA .: WEATN�IMAJOINER )RESISTIVE I EVER IRrAGTIVE WEATHER RESISTIVE E-Z BEAD VP171 Ga E.4RItlER 4 BACKER) PK SIDING TO STUCCO 6�ER 11 SISTIVE ® FRAME TO FRAME � � TRANSITION lA Y4' GAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD FPLASTER SEALANT / TO WINDOW �METAL LATH WRB LAYER 02, FORTIP15ER I WINDOW FRAME BUILDING PAPER WOOD SHEATHING i I I WRB LAYER "I, I STUCCO WRAP I 6' WIDE PEEL 4 STICK 1 OVER FLANGE ; WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN I FLANGE 4 BUILDING WRAP BUILDING WRAP ---------------------------------------------------------------------------------------------- (--- �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER M, STUCCO WRAP) WRB LAYER 02 (FORTIF►DER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — A R C N I T R C T 8 6 GMou�R� LLONGWOOD, NALD REAOAN BLVD. FL 32750 407-774.6078407-774-4078doWeigroup.com 9: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$B8-2828 FAX: 819.888.2802 > wsDIV a LOT SILVERADO LOT #12 BLK. #13 03719.000-12131 MODEL: 2795-F GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH F14P. B cur woueewe4 AT AS' ANGLE IB MODIFIED 11• CUT IN HOUSES P LINE OF WINDOW ( I OP@!G � I APPROVED NOUSEIUMP OVER SHEATHING OVER w STUD WALL STEP 1 EXT04D FLAW MN 11 BELOW SLL FLEXIBLE PLAN DO NOT REAL BOTTOM FIN STEP 6 TBhPORAMY POLO-IP H SEC HOUSE~ (0 TUCK FLAP IIO a HEAD FOLD HOUSIIm IN AT JAMBS H SLOPE SILL R INSTALL / SELF -ADHERING FLASHING OVER VINYI. MAD FLASHING (WITH END DAMS) NAILW FLANGE STEP 7 ALIGN FLASHING SN INT. IDLE OF SILL MO. MICHANICALLY FASTEN FANNED mod" (CAP NAILS, STAPLES) INSTALL DUPONT PLR)%VtAP AS TF FLASHING AT THE SON ADHESIVE IXIBLE FLASHM VER OR IP CAP VcTO-WRAP ISO") WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS blok L IT 18 THE CONTACTORS MWCNGMLTY TO VERIFY THE COMPATERLITY GP ALL PRODUCTS HCLWNG N0481U , SEALANTS H SELF-ADHERI6 FLASHM6 MATERIALS USED DURNG C4NST1%=TIOK 2. "TALL ALL MATERIALS, PER KAW ACNR6R8 U ITTEN SPECPICATIONS WMWL BW.MITS MAY REACT ADVERSELY P NOT ATIBLL CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1198 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SFIOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EvIDENCE OF WATER INTRUSION BELOW THE WNDOIU OPENING SEAL INTERIOR PERIMETER OP WINDOW WITH LANT A N C N I T E C T 0 Design Grou TBG. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 FAX: 8134IM2802 8vnD1V ac LHoT: SILVERADO LOT #12 BLK #13 PROJECT# 03719.000-12131 MOD= 2795-F GARAGE 8WING: RIGHT P'"WALL ASSEMBLY DETAILS WINDOW FLASHING 150 MPH EXP. B G.2"n-r 7/07/20 DATE: 8CALM 1/4"=1'-0" 8 IMT WA5 2x6 SUB-BANb W/1'x4' NOTCH i END, WRAPPED IN PEEL 4 STICK DRIP EDGE ,1�\ I� i/V TEXTURED I FINISH a WOOD I �� 1/2' TEXTURED FINISH A CMU / METAL FASCIA \� WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \` NOTE: NOTCH FOR 2X& SUB BAND ONLY ®ELEVATlQN ®PLAN A4 T/8' TEXTURED FINISH � WOOD, 1/2' TEXTURED FNISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x .. OR CMU x x x >. WRM LAYER R, x x x I STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WR$ LAYER 4, FORTIFIBER x x x x x x x x x x x x x CUILDING PAPER (FRAME ONLY.) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUD SAND ;h RooFmIG CEMENT x x x x x x x x x x x x x x x x x x x x x i FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©FLAN 8 ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL vNOT INTO STUCCO) TEXTURED FINISH 0 / WOOD, 1/2' TEXTURED FINISH m CMU —2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' 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 METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a 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 Wl%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A I C N I T I C T i 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SWTE 1004 TAMPA, FLORIDA 33634 PH: 813586.2628 FAX: 813E8662802 aysan► 41e IAOT SILVER700 LOT #12 BLK 13 PROJWTp 03719.000-12131 moaarr 2795—F Cl-ARACiffi aNudc: RIGHT P'Ga°WALL ASSEMBLY DETAILS: SUB —BAND %150 MPH EXP. B 0 N CUR SLAB -1 — — — — TE1— — — — r — 1 — — — — FM•16X18— — — —� i 3 IF2-30X30 10'-3" 3'-2" Y-2" -5' 1.1 W � I I w a. M SLAB // a Fi-30X30 4" PVC i (~ CHASE % N 5-10" 9'-2" 4'-0" i f 40112 1" PVC CHASE r FM-16X18 — / cwi I 1 EXTEND FOR ELEC. @ku i �' SLAB 1 1/2" Y ISLAND //� O 22'-2' I �'? TOP OF // I SLAB / i Im fi in ' / I if 4 tQ ,., 10'-10 EXTEND SLAB 1 1/2" 11 FM 1 BX18 1.1 I—. F1-24X24 12" -3 1/2 .- ' 3'-W 1, i- FMC-16X18 4" CONC. SLAB ' W 0' Q �a Ft-24X24 TE-1 EXTEND p. SLAB 1 1/2" H — — 4' CONIC. SLAB — — — — TE-2 — — -3 1/2 io +-51Q ' \ SLOPE 1/8" PFR FT iv 2 N� �I LL 10" 2'-0" _ I 4 #-71/2 LL FM-16X18— — FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-W, SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATED #5 BAR, GINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM G476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED X-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 69t EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 616 W1.4xW1.4 OVER GENERAL 3 112" 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. LONG 16" CONTINUOUS 18" (2)#Ss 16"CONTINUOUS 18" s #5 IN CURB VARIES 0FMC-16xl8 24" 24" 12" l(2)5s s (-8"BELOW GRD 8"SEE PLAN 8" s - '-4" 8"SEE PLAN W, s -0'-0" 12" CONTINUOUS 12" s #SIN CURB VARIES 30" 30" 12" (3) #6s - 8" BELOWGRD F2-30X30 30" 30" 12" (3) #6s (3) #6s (.)I q-, BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-O" A I C N I T I C T i 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.ebdesipgroup.mm AA #: 0009328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC.EN 5439 BEAUMONT CTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134OW2628 FAX: 813-886-2802 > UDG Z LOT" SILVERADO LOT #12 BIX #13 PROJECTA, 03719.000-12131 WIDDEL 2795-F GAFLAGE a7RNG: RIGHT PAGE: FOUNDATION PLAN 150 MPH AR. B 30' MIN. EACH WAY MONOLITHIC FOOTING } g STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND < a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 1 a 6 >ay SPACING REQUIREMENTS P_ w U W_ I s•- .� GARAGE DOOR w RECESS Q FM ta/1 Z 8"CMU WALL O 8"CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR N W B' O ua ? +- 0'-0' IN FOUNDATION WITH 30" LEG EACH w U M +- 0'-0" TOP OF SLAB O WAY AT ALL CHANGES IN DIRECTIONS W I .. SO THAT THE STEEL REINF. IS CONTINUOUS 0) to TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS �I'� CURB FOR � SEE SLAB SCHEDULE ARIES SEE SLAB SCHEDULE TOF' OF GARAGE Ig ' a. CONTINUOUS STEEL MONOLITHIC I MASONRY UNITS SET a EXT. PORCH SLAB ` �, BAR SIZE 48 BAR DIA. 4" CHAMFER (1 STORY)- M3 18" EXT. PORCH SLAB 4"CHAMFER ° FOOTING REINFORCEMENT SEE SCHEDULE 7�ps AT ELEV: W/ 1/2" ISOLATION < JOINT (WHERE - 6" CHAMFER (2-STORY) gq Y4• W/ 112" ISOLATION (I -STORY) , � 6" CHAMFER (2-STORY) .: 0'-0" APPLICABLE) Z SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) n EE SCHEDULE WHEN To. ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 36" _i g FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 42" iv AND BAR QUANTITY NUMBER OF BARS Qe. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO-FOOTING%,EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 4 SCALE:314"=1'-0" G SCALE:&°"=''-0" CORNER BARS DETAIL DOOR OPENING @GARAGE 3 4 SCALE: 3l4"=1'-0" SCALE: 3/4"=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 VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE Li Cl a No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE j N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1, 'k9" WEDGE ANCHOR Wl 2" BTM. PLATE TO BE PT. 2 O a SECURED W/ 2- PART 5 TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY 2" CAPPED a EPDXY, MIN, EMBED I EPDXY 5-112" EMBED. MIN. @ 16" OC NAIL 16" O/C STAGGERED. GALVANIZED PIPE Q 8^, UNO SIMPSON SPH4 OR SPH6 MAX. ADDITIONAL METAL W/FLANGE BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE CONNECTORS 0: SPECIFICATIONS FOR I ANCHORS Wl tOd x 1 tl2" WHENN REQUIRED WHEN NO _ USE AND H m PREPARATION OF COMMON NAILS FILL ALL co HOLES, DO NOT USE 10d w to UPLIFT IS PRESENT. iRn HOLE. w x 1. SEE SLAB SCHEDULE K SEE SLAB SCHEDULE SECURE FLANGE TO Lu Q SLAB W/(4)111" X 2 111 p O +- 0'-0• +- -0• TAPCONS Q• TOP OF SLAB _� .. ; < TOp P OF SLAB.; a 4" CHAMFER (I -STORY) � ♦ � ' 6"CHAMFER (2STORY)..,• d. : . 4.EQ. ZBAR EQ. ULE EQ. EQ. SEE SCHEDULE SIZE FOR WxD, BAR SIZE NTITY AND BAR QUANTITY ADDING BAR TO %INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD 6 MONOLITHIC FOUNDATION p SCALE: 3l4"-1'-0" - (NO UPLIFT) % UPLIFT) scALE:3/a"=,,-0" scALE:31a"=r-0" (W/ 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 2 PLANS FOR SPACING. SINGLE ,q ^ BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL O PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT REQUIRED WHEN NO 0' N UPLIFT IS PRESENT. O 8" CMU WALL o Z M — +- 6,,0• POURED LINTEL CONT. (TYP.) •� 8"CMU FILLED CELL (TYP.) . - � � TOP OF SLAB SEE SLAB SCHEDULE p.. I 2X WALL FRAMING -0" SEE SLAB SCHEDULE 112" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB _ -'a• Z_ a e MINIMUM EMBEDMENT INTO g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND m a CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX rPOURED MONOLITHICALLY WITH — — FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY X AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL x COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO scALE:3a^=''-0" (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" SCALE: 314"=1'-0" F-A N 0 N IT N C Tf Grown '1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgngroup.com AAB:0003328 ; DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813888.2802 u 6 A N 0 N I T B B T 8 GrouPn 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA A: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813.886.2602 go stmvly as m" SILVERADO LOT #12 BLK #13 PROJECT# 03719.000-12131 MODEL: 2795—F GARAGE BMINQ* RIGHT PADS: DOWEL PLAN 150 MPH XP. B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM i ad .I .a I . CLEAN OUT REQUIRED Q FOR INSPECTION m v ' 0'-0" FIN. FUR. <a - TIE ERTICAL RE. a TO HORIZONTAL a; REBAR W/10"HOOK BAR SIZE 48 BAR OR. Z W #3 18" #4 24" 0 ro U #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING (D SCALE: 3/4"=1'-0" A Z N OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18" METHOD #4 24" HORIZONTALNERTICAL #5 30" REINFORCING #7 42� SCALE: 3/4"=1'-0" #5 BARS m1 ,. 8" ,. FE 4 k 1-0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS wnawwv,1-1— PH: 407-774.6078 FAX: 407-7744078 www.abdealgagroup.eom AA #: 000332E DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. E438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FA%: 813-886.2802 BtMDIV ae LOT SILVERADO LOT #12 BLK. #13 PROJ=Tp 03719.000-12131 moDmi. 2795-F GARAGE STaNG: RIGHT PAGE: DETAILS 150 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8' LONG, WITH WASHER Q 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 812E 8 DESCRIPTION REMARK (2) 2X12 p (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = 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 (P.I) WXH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x8 (1) #5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS r'_—^ SAFE LOAD - POUNDS PER LINEAR FOOT r'�_ SAFE LOAD PLF TYPE 8U8 4A0B F13as — 0P400! 0F�4aB a IF4s® TYPE __ .— RC10 LENGTH 3'2' (42') PRECAST 2231 V0 (46") PRECAST 1986 IV-C (547 PRECAST 1699 S4' (641 PRECAST 1217 V-10' (m PRECAST 1002 " (78") PRECAST ON r4r (119 PRECAST 743 9'4' (112') PRECAST 664 101d (12r) PRECAST 475 11'4' (131M PRECAST 302 1?4r (144') PRECAST 337 IT4' (18n PRECAST 296 14'4r (1W) PRECAST 279 14'41" (IM PRESTRESSED N.R. IV41' (184') PRESTRESS N.R. 174' PM PPEMREUM N.R. 194' Mn PRE6TIRESSED MR 2114' Mn PREBTREBSED MR 22'ir (254) PRESTRESSED N.R. 24.4r (1B8') PRESTRESSED NFL amm0�00 ©�®0mmm 0000000 o�0000c 0��1uil"�mm mm00000 t�RiEil00RE�00 Ri^ E R0K"!.- m_=_ ffm EM" mmovc�©m mm000�o mm000C�'"Q� D�D0�m0 oo©oomo 0m000� 1t"". 0�mmR0�0 �Di;r.7m1�7�0 0000000 0000000 ®omm��le� Rffi■�mmmm0 0�00�00 ©�0m000 ��00000 ®D�m00m 001L7107mRIG.70 RF70�1>�01II3.71» 000�0©0 0001Z:.7®mm 00R1v�00� 1M I m 1 400 OM - sm 1 1082 1 1717 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM WM LOAD TABLES'BY CASTCRETE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 3.4r (42-) PRECAST 1026 1 1024 1 1E98 4'4r (48) PRECAST 7B6 763 1309 ra' (149 PRECAST 392 pi 1073 S4' (841 PRECAST 411 411 746 V-10' (M') PRECAST 340 330 610 80 (M PRECAST W7 721 400 rd' On PRECAST 424 634 303 84' (112') PRECAST 328 512 230 10'd' (126) PRECAST 264 401 100 11'4' (136) PRECAST 290 462 154 12'4r (144') PRECAST 244 402 137 13'4' (16n PRECAST 217 324 110 14'4M (166") PRECAST 2D5 213 100 W-r (178) PRESTRESSED N.R. 284 91 1B4" (10C) PRESTRESSED N.R. 269 83 1r4' (20n PRESTRESSED N.R. 194 84 1V-C RM PRESTRESSED N.R. 140 52 21'4' Cam') PRESTRESSED N.P. 126 42 2T4r i284") PRE NA 116 40 2V-W Mn PRESTRESSED NA 91 1 38 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �m�00�m0' m000000. m���01L7m m0�00®0 0�00�®0 �6L"1Q:10000 �m�0�m0 0 WT^L" 1ff=Q1Q^K1 R1r7R0R©R£7R0RmR» oom0000 010mmm0m oo�QQ!oo m�calm�lcrl��r_1 ca,�r,Qacr�^�+Qa1 IIIE2"I L= R1123 1=111= 111= "Orr En*11'1@m _ OEl�Q1Q'1C:]'1■u�'1ri �1"C!"_l sm"1@"@1 7c1 0"Orr lIrmmg9 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR E)MED VALUES STATED ABOVE - PROVIDE MINIMUM C OF SE~ PAST EACH SIDE OF WIIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0128.03 — --- _----- __mm_--- __ ;% 8F18-1 TIOM/188F1TIOM/OBF16-1T/OM/1B�_ __rIl 1 19'-4" 1 im ♦♦ 33 ♦ 1 4 1� ♦♦ 1b o i 1 Ii ♦ u u 1 1 m ♦ m AH7 '4 a 8F16-1T/0M/1B 10'-6" LINO, PROVIDE B01 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'4", UNO. i� i I I ♦♦ 1TOIVVoB 1 ♦ AH7E 1 ♦� 4'-0" 1 1 ♦ 1 ♦♦♦ 1 ♦ 1 8F16-1T/0M/0B , 2 1 2 t------------ f------ � 1 L------I-----J 1 1 1 1 1 1 1 1 1 1 1 .1 of in 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 �1 ei 1 1 i 1 1 I 1 I 1 1 1 1 1 1 1 1 1 ml it LLI ml 1 1 1 1 1 1 I I ♦♦ 1 I i ♦♦ 1 1 1 R I I ♦ 1 8F36-1T/0M/0B 4* ♦♦ 1 ♦ ♦ 1 8F36-1T/OM/1B ♦ 1 LIFT BEAM PLAN 1 ARCNITICTS 6 Grown 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoWgngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 8134186-2802 acrsDrv. k r oT SILVERADO LOT #12 BLK. #13 Pltoj=T# 03719.000-12131 moDB.0 2795—F GAPACIE DWIN6: RIGHT PA06: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B JUL PRINT 7/07/20 DATE: 8CALM: 1/4"=1'-O" WERMT s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. B"x6' ,#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM mm 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. q2\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c \� PLACE STEEL HEIGHT. OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, �G STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS NTH A #5 BAR IN EACH COURSE. TYP. 8"XI611 #5 CORNER BAR W/ 30" LAP FOR EACH C' 5. SHOULD COURSE OF BOND DOUBLE BEABONDTHE THE BOTTOM BOND BEAM IS BTTED AND A COINCIDE INTE T S LINTEL i I COURSE OF BOND BEAM I REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. / 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.' 8 VERTICAL REBAR WI ID'HOOK 9 �\ �'�Q 806 DBL. BOND TOP OF w 'L Q0��66F�G BEAM W/ BOND BEAM P' #5:0—la0­PE7NNG.^.' (1) 9 EACH COURSE •\O�� G 8x8 BOND BEAM P OF • QW/(1) #5 BAR BOND BEAM Q .� 30" TYPICAL QF F FILLED WI GROUT U = UNFILLED GROUT SOLID FROM O .fl\Q NOMINAL LINTEL TO TOP OF BOND WIDTH # OF #5'S, IN 2ND BONDBEAM, IF FILLED LIMEL.#5 BEAM COURSE BAR IN BOND BEAM SEE 5 NCRETE 16-1T/1 OBAR k y ��Q LINTEL W/A(1) #5ST (L2) LENGTH OF BAR = WIDTH OF MASONRY CORNER HEIGHT # OF #5'S, TOP 9 OPENING - 2" IT IS THIS EFVS INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM THAT THATXFXXNGT/EMro8INDICATESADOUBLEBONDBEAM #OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND Xl1XX - 1T11 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1T/UM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-T16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZEA 45 MIN O, WINDOW SIZE 300 MIN EMBEDMENT SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5BARBENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCONPRE-CAST OR DRIVE PIN (MIN SHANKWINDOW SIZE.145 MIN HEAD SIZE.3DO SILL MIN EMBEDMENT 1 1 4") 8"OPE 9SI FROM EACH END AND 18" 7 O.C. MAX. MIN 1-1/4" O " 2 n EMBEDMENT 0 _ 2x8 ON OR DRIVE TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116'OSB UPPER AND LOWER 05 MIN. REQUIRED IN ,8" O.C. MAX. MIN 1-i/4" MR IN. 2-12d PEBLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING LLCMUWALL STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: i ,/2"=,'-0" 5 scALE:34"=r-0' 3 _ SCALE: 3/4'=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. ISINGLE #5 CORNER BAR, 3040 TURNED UP 5 !I` �yrGQ I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 6 II I II / G8x8 CMU PIER PROVIDE ifs BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I ( / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM (DISILNGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=V-0" A I C N IT 16 T i 6 Grown 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeMpgroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134886.2628 FAX: 813.8864802 �NI1111117 eUBDiv 4 r oT SILVERADO LOT #12 BLK #13 pitojmTip 03719.000-12131 moDXlu 2795-F GAMAGM 8Wtxa: RIGHT PARiE: DETAILS 15 PH EXP" B FRAMING NOTES: y✓� N n 1 1 1 1 r N I N n r I r N k k k k k � U U c� w u� u� ui u-i w u� u� u� u� w' u-i 'w w' 0 u_i u� w 'w U U U � 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: CJ1 - - - p--11---yygpg---ltltlY---1gg1--�--ff'---yga-- p CJ1 SIMPSON LTA2 W/ LGT2 x 1 0d l 11 NAILS, WOOD TO L WOOD: SIMPSON H10A OR LGT2 W/ tOd x 1 1/2' HDG NAILS, FILL ALL HOLES. I R II II II R II II N N N M N yy �r »LL 111LLL 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJ3 . p a n N a a u u x a a u a a x n n x p u CJ3T ` 4 SCHEDULE. I N N 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE I N N tl N Y NI N X I MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5 —= p N If u 1C a N n N n u pi II N N u 11 =L� CJ5T MANUFACTURER'S SPECIFICATIONS. 1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1A AH7 I 1A ARE TO BE GALVANIZED. .1 1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. = _ _—_—_—_—_ _-_—_—_ _—_—� AH9 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. a a a - a asom a viiiiiiiiiiIIIN- s sow a mom s aiiiiiiiiiiila am a m AH11 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND tiA I I I CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4- NOMINAL BEARING (4'). 2X4BLOCX8IGBETWEENTRUSSE8 ------- ------ t�a� a ism a � a 395M a s -. a�la � s aa� a � a � a aaa= s I L---------------� a i�a : asp a a s __ � a a - AH13 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE 24� O.TRUSSEC. TOE Wl (2) TOADJACENTCOMMON TRUSSES W/ (2)1Bd COMMON I3 SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE NAILS B SECURE TO SM. W/ —.—.—.—..o.—I.:..�.—.—.—. — .... .a®a:: AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS SM39M LTA2 USED TO BRACE I I LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND TOP OF WALL I i APPROVAL. >t—.—.—.l--a—.—--- :—:ate a —a —a AH17 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES I SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED—®�—:—.—.—.—I. I I . .—.—.—. —. —.—:—.—a—a AH19 FASTENER, ZF 72 PSS36, .177' " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. :—=..aa:= —a—. a—:—: _—. AH21 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS U :—:—a—:—: n a a AH23 NOTED OTHERWISE. I ATTIC I -I= .-.- _ JAGGIM. -=-a--11 A-_-_-_-_---= I I >♦.m----.—.—.—.—l. .—: - — ---:. a —a —..a —a—: A TRUSS MANUFACTURER / ENGINEER NOTES: L — — — — — J r — — — — —, .—.—.ae:.a®.—.—a—. —: a.e�a a�a �a�a:a—.>s). 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 . . —. y—= — a — 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 —. ®. — :—a —a—.—z:—saa..aa—a—� Al TRUSS CONNECTIONS. r®� I 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. I I A2 —.—.— ;—L���`®�—� —�� —� —. L ----J PREFABRICATED OF I .—tee.-ate.-®:>✓.�.—. . . .—.—.—TRHRRr �.—.—.—:—. A4 ---- I I I I I I I I _---_—•—. .—. . — . I —.�1=—=---=—=—f AH23A y/A I / .—.—:®.—. - .a.:a .— a . . a®aao#a—a—a—s—=��a _ AH21A -_-_ L - - - - - - - - - - - - / r—.seams.®. :ai ...—.—. .—.—a—a—:—. —a D Q >A.A "77%�_ . .—.—.—. —.—.—. —. '�' '"�✓ 22x54 � I ATTIC a ..—.s=®. .aka saa>a I al saes .a—.—:aLar— .ACCE AH15A . .—:—.—.—.—:— a —a —a —::a AH13A —•r—=—• •—•—•—•—•—•—:— •—:—•—• AH11A a—.—.—. — .—. ® a—.—.—.—.—: — .—a—a AH9A 1A 16 0 1A AH7E •1 •1 1A 1 1 GA CH9 e p u J GA = _—•—� • —= rygu q N N N •— a�•� a—n CH7 4 -. p W n u w° �N CJ5 CJ5 ��� .-a w wl I WI ��Q N II II n N w 8 tl_— 0--g--a— — -- :J3 u n 11u u 11. CJ3 Lciiii p N °J' "--"--� - --�---g--" Ci' FRAMING PLAN GGE SCALE: 1/4" = l'-O" A R C N I T R C T 8 Gr In L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0009325 DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81368"628 FAX: 8134186-2802 SUDDiV Se LOT: SILVERADO LOT #12 BLK 13 PROJECT# 03719.000-12131 MODIM, 2795-F GARAGE 8WINO: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 } NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16)10dx3}"NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 1Od GALV, COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 9', 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 = UASI0 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) STYPICAL TRUSS/ SCALE: 314"=17 SS1A 1B 1C GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 50' GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING in"GYP. WL, BD. a FLOOR TRUSS CONNECTION @ L.B.W. Y SCALE:3/4"=V-0" (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE -518" —HOLE DIAMETER < 2/5"D SGL. STUD OUTER 113 OF SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS o scALE:11n"=r-0" EDGE >518" HOLE DIAMETER < 3/5°D DBL, STUD ENGINEERED WOOD TRU G 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9)1 Od x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL ld Zx SECURED W/ (3)18d ZZ GALV. COMMON NAILS. Ix2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12" O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'4' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(i) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HO TO CMU AND (12) BIDS }"x2} TOGIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2)} x 5" TITEN HD TO CMU AND (18) SDS }'x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2)} x 5"rITEN HD TO CMU AND(18) SIDS }"x3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED 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.) 29A 28 �C TYPICAL ROOF GIRDER CONNECTORS) - LSTA12 20 GAUGE W/ IOdxl/2 HOG NAILS EACH END. TOTAL OF 10 FLOOR GIRDER HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18)1 Sd x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB a. a • Q r,_'�GIRDER/WOOD POST CONNECTIONS J SCALE: 3/4"=1'-0" A - SIMPSON HUS28 G < 1200 LSS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) ISd 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 BOLT/JSOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28.2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV, COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/JSOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) l6d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL D L SCALE: 3/4"=V-0" 6-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4)) # 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 WI1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �-- TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=l'-0' IX4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES ix4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD NTERsscnoNrrv. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE tM ,5CHEDULF, SCHEDULE SEE F MI G LAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE WO 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/) -BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD g LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" OIC. S. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (2) _ PTA DIA. x 3" MASONRY SCREWS MAY BE USED, seuo soec/uc ­1 uoou LEDGER SCHEDULE MARK SIZE BOLT SIZE 8®OE8PAcm CEVRN.BPACMO A DOUBLE 2x8 1/2" 8" O/C 16" O/C B DOUBLE 2X8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 2X10 3/4" B. O/C 24" O/C E DOUBLE 2XI O 3/4" 6" 0/0 16" O/C F DOUBLE 2xl2 3/4" 6" O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4""1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1"TO 60'-0 (3)'W BRACE (1) "X" BRACE 0 CENTER (2) "JC' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� STIFFBACK (AS PER TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE XSRACING IS PRESENT AT 4'-0" Q.C. (AT SHEATHING SEAMS) SECURE 2x8PT. PLATE TO BLK W/ in" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY G' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d. Q EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. SALLTIERNATE MATERIALS SCALE: 3/4"=V-0" A N C N I T L C T 8 Grou i n 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdea(g igroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813406.2628 FAX: 8134388.2802 olNllll�l BIIIIIIIII� BUDDIV. ea LOT'. SILVERADO LOT #12 BLK 13 PROJECT# 03719.000-12131 MODM 2795—F GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B - 7/07/20 DATE: ECALE: 1/4"=1'-0" S3.1A IF FLOOR DECK 2x6 PT TERMINATION 20 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, OfFLL0202R BRACING SCALE: 314"=1'-0" 81L1PSON COMMON NAILS 2x STUDS EACH SIMPSON H6 WI (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING { i If SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS GIRDER TRUSS +l2"HDGNAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL ORUSSES W/ 10d 0 3" O.CEE ST PLY INTO LEDGER AND 1 Od 0 3- O.C. STAGGERED UPPER PLY INTO 2z6 BELOW 8" CMU WALL REIN PER PLAN PER E IE I N LL PEREL VATION � iX2 FIRE -STOP „" -7.l`7/�a�._ NI #8 WOOD SCREWS x 2" LONG 0 3" O.C.; STAGGEREDOFF CENTERLINE OFF 2z8; 3l4' AS SHOWN NI SIMPSON A23. EA. TRUSS )q' NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) BL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL #8 WOOD SCREWS x 2" LONG 3" O.C.; RED MI STAGGERED AS SHOWN JIIIIINNII OSL 2X8 LEDGER TO CMU WI i/2" EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8" FROM MI REINF PER PLAN END W/MIN 5.1/2" EMBED. FLOOR DECK PER ELEVATION rn NABNARM PATTERN P R ELEVATION 24" M PRE-ENGINEERED WOOD 2.4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 0 12' O.C. +»FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=1'4" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2z8 BLK'NG BETWEEN 2z4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)1Sd NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 1 Od 0 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING 0 EA. BRACE. NOTE: 0 TOP OF FLR TRUSS BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG 0 3" O.C.; AI TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS 0 EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE 0 48" O.C. wl (5) 12d 1'-4" MIN. FROM 2ND. FLR. FLOOR DECK 0'-0" TO 30'-0' (i) "X'BRACE GE DBL 2X8 LEDGER NAILS 0 EA. END LINE 2x6 CONT. W/ (8) 16d NAILS 0 BT. OF FLOOR TRUSS 30'-1"TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS TO CMU W/ EXP. BOLT MI 8d RING SHANK NAILS 0 4" O.C. MAX (BT. 2X61S FOR WALL (1) W BRACE 0 CENTER 8" CMU WALL AT 16" O.C. AND 8" FROM INTO BLOCKING SHEATHING NAILER) (2)'X"BRACE ONIDED EQUALLY 2z SUB -BAND FROM CENTER TO END. STIFFBACK AT ALL REINF PER PLAN END W/ MIN 5-1/2" EMBED. 16d NAILS 0 8" O.C. MAX UPRIGHTS OVER 4'-10" HIGH iX2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC /4, PER ELEVATION PER ELEVATION U. PLYWOOD SEE NAILING PATTERN L/FLOOING, 'ROOFNJALUFLOOR �rc Oa: SHEATHING FASTENER SCHEDULE" �tg; PER ELEVATION m� PER ELEVATION PER ELEVA ION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 2q" M PRE-ENGINEERED WOOD FLOOR TRUSES (SEE PRE-ENGINEERED WOOD CONNECTION PER ,x2, 2z WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSES (SEE FRAMING PLAN) SEE ARCHITECTURAL TRUSS MFG. MASONRY NAILS 0,2"o.c. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSONHETA-180 2x SECURED W/ (3)16d ENGINEERED WOOD GALV.COMMONNAILS. TRUSSES024"O/C, REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. EVERY TRUSS (VERIFY 1x2 SECURED W! 10d SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON60 W/TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2.4 RAT RUN 32" O.C. MAX. "O.C. 12"OlC AND APPROVAL SECURED W/ (2) 12d's 0 AT TRUSSES PARALLEL (VERIFY W/ TRUSS SECTION DETAIL MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 5 scALE:aI<=+-0" PRE-ENG FLOOR TRUSSES 7 6 W/ HIP RETURN SCALE:3/4"-1-0 SCALE: 3/4"=V-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER EL V T FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5I8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" ....'�j A - SIMPSON MTS12 STRENGTH CLG. BOARD 4z414x6 SYP NO.2 WASHER SET IN HIGH U c 990 LBS WI (14)1 Od SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6'MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2z8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE To BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • o• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 112" GYP. WL. BD. o• AND TOP PLATE ANCHORS W/ I Od x 1 1/2" COMMON NAILS SECUECUBT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's 0 EACH FILL ALL HOLES, DO NOT USE ,oax3" " WEDGE ANCHOR W! 2"RE WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 01o'-0"o.C.MAX. EPDXY 5-i/2" EMBED. MIN. 018" 1 Oa 10b 1 Ci.' OC MAX. SCALE: 3l4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °` •a• T,I,UTOPOSTCONNECTM l7 SCALE: 314"=1'-0" A - SIMPSON MTS-12 U c NO LBS W/ (14)1 Od GALV. NAILS. • S B - SIMPSON HTS-20 U 1310 LBS W! (20) l0d GALV. NAILS. C - 2-PLY-SIMPSON VGTIHOU4 U < 4665 LBS VGT TO TRUSS W/ (16) i/4'x3"SDS, (1) 5/8"- A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" BOB TO POST TRUSS CONNECTION L.B.W. 9a gb POSTTO SLAB CONNECTION SCALE: 3/4"=l'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB -U:4,565 W/ 5I8"A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. A I C N I T I C T II GrOU ,n a. 641 N. RONALD REAGANBLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoWgngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER EILVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134IM2628 FAX: 8134186.2802 I�IIIIAINII 91NI111113 eTIHDIV. 69 LOT: SILVERADO LOT #12 BLK #13 PNDJZCT#6 03719.000-12131 > ODEla 2795-F 6ANA0S 8WMCt- RIGHT PACE: DETAILS 150 MPH AXP. B GABLE -ENO HIP RODF LPL ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= W-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS W 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK 212 0.120" iT00W RING" SCREW SHANK i6-2I RINGS ER NCH) 8d SCREW SHANK 2 112" 0,120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEATHING USE 112" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. J ZUJ Z W f) QZQd Sd CD E Go 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z9. Z � W , Z z SSQ U . y O . z z Y C7 . TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS ROOF CHIZFAT"" 11 Emmov1BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 12" O.G. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.6w(N FIELD J\ FYP. 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: FBC-R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5.13 ANSI 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. ALL AGGREGATE USED IN CONCRETE SHALL ;4'. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 12" O.G. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.6w(N FIELD J\ FYP. 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: FBC-R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5.13 ANSI 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. ALL AGGREGATE USED IN CONCRETE SHALL ;4'. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC ., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Flo = 1100 PSI ANDA MODULUS OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUB,SON-GROUND VAIERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS UPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE TREATMENT: UM ET). FORMWORK: WOO FOR STRUCTURAL USEPRESERVATIVE CORROBORATED ETRAHEEORALNNTIION(00 THAT SHALL BE TREATED FORSA 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, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, SM 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 STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND W000 COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 12. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFLO TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. E O 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 A815 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 SENDING 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 TPIAVTCA SCSI 1" IRA 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 20 psi TOP CHORD - oonc01fen1 REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: A4 BAR - 25" AIB BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-corm-t MI5 BAR - 30' p7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. pai 70P CHORD psf TOP CHORD (7 psf ASPHALT SHINGLES) psf w/ No GYPCRETE) Q (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 5 p psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 OpV MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3. SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY ILA 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: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH BALCONIES (EXTERIOR) STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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 : 40p AND DECKS: IOpsL GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: SOpaf, PASSENGER NTS: WITHOUT THE APPROVAL Of THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHAH VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE = 1500 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 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 318" 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB, CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SWILL NOT EXCEED S d- PRDRTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MNQMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): e. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12' FOR 05AND SMALLER Y FOR A3 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B. TYPE E OR S. Fy = 35 K.I. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTKKJ 911E TYPE 9PACWG REMARN9 APPLIGTKKN 9QE TYPE SPACING REIMPo(9 1-FURRNGTO CASEHARDENED ODx GARAGE DOORBUOC M"DLA. TAPCON MASONRY 11?EMBED.,PENO DGr, MA90NRYl CONC. NML 11?LONG. 8`OIC TO MA9pNRYlCONC. NO WASHER FASTENER 9'WC 11?EDOE018T. SGD.�AL. EXT, DOORS CASEHARDENEDCOIL S"WC WINDOWIDOORIFASTENED GARAGEWORB- 117 DlA. WI E%PANSAN BOLT <" EMBED., 4-DIST., ,SEEWTC. NAIL 11?LONG. STAGGERED INTO MA90NRYIWNC TOIM90NRYIfiVC. WASHER 0"EDGE DIST, wuro wcK CAGE HARDENED 0- wwoaWiDaawFAsrENEo M-STRV TO CONTACT THIS ENGINEER FOR SPACING PT, SEE NOTE a NNLI1?MONO. ST-IrED INTD MA90M G.. MASONRvr CANc. REQUIREMENTS ExT. BWWG DOOR R)M1- TAPC01' 1P WC 11?EMBED, a•END. NONBEMING WOOD trz- EXPA-AN 1'EMBED.1'END 2Y OIC BUCK 9I PT, SEE NOlE9 NO WAILER FA9TNER D19T„11?EDGE D6T. WALL TO CONC, IMPS W/WASHER BOLT DIST.,YEOGEDIST. 91PT WINL BUCK 0.138'PAFn11/d' PdC 1•ETA. DI _it? PT TO9TEECOL.. SEE .-ER STAGGERED EDGE PST. NO ES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. T 8 1441 N. RONALD REAGAN' LONGWOOD, FL 32751 PH: 407-7744078 FAX: 407-774-4078 W W W.8bd"gngmup.COD1 L AA 8: 0003325 / LDRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. EAUMONT CENTER BLVD.SUITE 1004 MPA, FLORIDA 33834PH: 813886.2628AX: 813886.2802 Iltmmv. !e TAT: SILVERADO LOT #12 BLK. #13 P1tOJSCTp 03719.000-12131 MODEIt 2795-F GARAGE 99WING: RIGHT PAGE: DETAILS 150 MPH Pp. B JUL Dw 7/07/20 aCALE: 1/4"=1'-0" II, S N 1 m 16 lb C