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Home My WebLink About7031 Steer Blade Dr99 2795-CAMDEN99 ,HORTON\- T ti �Ev\�O 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax= (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .]IDS BtIUM Con. IMSMINTIAI,, ABV. AVE LAV. LAVATORY BO DATE DESCRIPTION i DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) Sg ZD}hpp (2pl7) •AlL M WA� -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •YIN. DTfER[OR FINISH - CLASS B •BASIC WIND SPEED - Vult=t50 MPH Vaed=118 MPH •�0� _ B •I —STORY RESIDENCE •2-STORY RESIDENCE - YAX. HEIGHT AS PER LOCAL AND STATE CODES A/C ADI. ALT. AMP. BD. CL CAB. cLG. colNc. CON CPT. C.T. D. DBL. pip DIM. DISP. DP. DR Ds. DTL. D.W. auNcorrolTToxlNG ADJUSTABLE ALTERNATE AMPERAGE BOARD CABINET MH CENTERT CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DIAMETER HD DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER LUM. M.C. MFR. MIN. M.T. MO. MTL. N.T.S. PL PL P.B. PH. PLT. PLYWD. Pi R. BAD. RA.G. REF. RM. R.O. S.C. LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE PROPERTYLME PROPERTY PUSHBUTTON PHONE PLATE PLYWOOD PAIR RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREFXTDR O6/06A4 CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION O6ge/g ADDED 150-C ENGINEERING PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2B-FRONT AND REAR ELEVATIONS "B" PG -LEFT AND RIGHT ELEVATIONS "B" PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG PG Ml-MECHANICAL PLAN PG D1-DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAi-WALL ASSEMBLY DETAILS 01125AS ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 0V25/19 FIXED DIMENSIONS FOR STUDY AND DINING ROOM 102/19 REVISE 80" CALCS 10/I4/1% UPDATED LED LIGHTS PER DR HORTON 10/30�113 UPDATED LED DETAIL BUBBLES PER DR. HORTON II/~S ADDED FOUNDATION ON GARAGE BEARING WALL 02/03W UPDATED SIMPSON CONNECTORS ILA. USP ADDED 150-0 ENGINEERING *STATE OF FLORIDA PROFESSIONAL ARCHITECT: REt'90 w STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS SQ.FT. CALC. S 3/B/20 ADDED FRONT ELEVATION f PER DRHORTON IST FLOOR LIVIIY,t 2,836 Sa FT. GARAGE6L 619 $ FT. am 65 SaFT. COVERM) LANAI 193 $a FT. TOTAL 3,113 80 FT. ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 EA, EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EAT. EXTERIOR SHWR. SHOWER F.G FX. FIXED GLASS SIM. SIMILAR P.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDINGGLASS PLR. FLOOR STD. STANDARD FLUOIL FLUORESCENT SWS SHEARWALL FDA FOOTINGFRENCH�R TEMP. THEMPEERRED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WAIJ. ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G.F.I. GL. GYP. BD. H.B. UDa INTERRUPTER GROUND -FAULT CIecDlr GLASS GYPSUM BOARD NOSE BIB HEADER CORE T. P T.O.S. TYP, U.N.O. V.P. TOP OF PLATE OP OF SLAB TYPICAL UNLESS NOTED OTHERWISE WAOIXRR OOF STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER INSUL RHT INSULATION GHT WD. WITH PG 51.2-DOWEL PLAN HE TBUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. ANT. NrewoR W/H W.I. WAHNDO HEATER WROUGHT IRON PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A-DETAILS PG S3-FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.lA-DETAILS PG 33AB-DETAILS PG SN1-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI.a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 813888.2828 FAX: 819$88.2802 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 661 EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK, STTEWORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 /WNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TWER 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: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUII 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %: PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINNINES 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-C1063-128. 3. LATH & ACCESORIES PER ASTM-G1063.11A & 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 1l2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE V2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.00m AA N: 0003325 DRAFTING BY: LFLORIDA N GROUP G INC. 54CENTER BLVD. 004 IDA 33634 85.282888•Z802 BUDDry 8. LOT SILVERADO LOT #3 BLK. 14 PrRoJECT* 03719.000-03141 MODEL: 2795-B GAriAGE BWING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B PP"T 6/11/20 DATE: BCAUL- 1/4"=1'-O" BiIEET lik GN v_ _ 5-614 2EGRESS EGRE88 EGdRESS r------------------ 0. I I sum 9 T010.0' CLG T i CAFE Y-4' CLG. -- i N -------------------------- COVERED IANAJ 4'-4' - I 1 I I I 1 i 9080 SGD. TEMP - -------------- -li I I C "�' r1IIIlr ------------ ------ TIIIII - I �N mn a2-NSH �i0n n AI I� I�II 60, 8'-I®' TUB v[':11OCIL t�tS pII GREAT i-n 42' k 112 WALL OIWMCLOW I0, • • ROOM CAT BATH �7 T,Y_0P. 6AVIV. 11 TO I 3'-�10�' 8,-&, 6 At - AV I I I ® 1 A1TIC 2,I4' 2'-8' 5'-10' IR-USN ®T(m SHOWER >" W-4' CLG ce-----= j - - 2 m. ENCLOGURE LGGGA =-'- DOOR WC PRE-PLUB ---- —_rl L.T.MULTI.Cm a v `+ — '-m' BEDROOM Tl'P. I -1 DPW i To IC 8 q Ct I 2-8 AI = I I I I I I I W-4' 18 LC. r I TO ii 1 W 11 l 5'-II' 9 - L- p- ---- , o. _ II L------------i y'.4' 0 L CEILING --� 0 ---- r--- 3-4, 2'-II1' 6' ,r I 0 I � MULTIIR�I 2' m' I sum II I m-m'WTR,•4Y CEILNG I I s m I I -----J I 9 9'-4' CEILING j 0 r - -22xm 1 I ATTIC I L-ACC J Is,-10' 31'AR GARAGE W-V CLCs VENEER ,I�,I� i8 .� a N * B9'•4' DRM.NCLG 2 9 ],OR('WMY TO 2'-&' AFF. T-4' GIs W/ 4X4 P.T. POST ARV. VENEER a FLOOR PLAN NOTES - ALL DII'B4M10M AM PROM FACE OF T %' OLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UNO. - ALL NTERIOR WALL6 ARE 3 )j' UNO. - DRYER VINTED W111=0114 ROOF (VW.. NOT SCRlllP=. - AIR C019PI."M SET ON 44 A"' F'CUFW CC= PAD. PAD BEON6 6' FROM EDGE OF 6TRUCTURE. - SEE SNE ET dN FOR CaE1� AND STANDARD 131,1ILON5 NOTES. - ALL MA64TABLE ROOMS TO NAVE AM FAULT CIRCUT MTERI!lPTER - ALL RILL WKW BLOCK WALLS BETWEEN FILLED CELLS WIT O11T 0PBNN68 ARE SHEAR WALL& FLOOR PLAN SCALE, 1/4' SQ.FT. CALC. S IST FLOOR LMYs 2A'+36 SO. FT. GARAGE 619 SO. FT. ENTRY 65 SO. FT. COVERED LANAI I93 SO. PT. TOTAL 3,113 SO. FT. 001lOI®R AID CIAOOID IN0 LOAOB anec wlo eoaaa>F Fan a sEcaD duels an>swuoe sum aaE soleNSltDuuo R81MIM AIDTWE F00TAM MIN. W14DM w 5 243/-32.5 CRITERIA EXTERIOR SUNG 18 5 23A/-3®.l DR MIhL CRITERIA StiD. MIN. 41 5 22.V-41,0 CRITERIA 16010 O.H.D. 112 5 20b/-24.9 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=B, MEAN ROOF HT. a 14'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00111WAILDAIDIM SHIM AND SECURE RADIUS CORNERS, SEE VARIES COUNTER TOP MATERIAL TO PLAN GARNETS. BRACKET 4 NSTALLER SHALL BLOCKNCs INSTALL FLAT ELECTRICAL BOX _j BAR RE W FORCING AT ENDS OF PARTITION ARIE KITCHEN C Q A BRACKETS AS WALL SAGE 3NECESSARY. 2'X6'X35-1/4' LOW WALL i 2'X6' STUDS 6 16, O.C. W/ 1/2, DRYWALL TYP. CABINET SECTION A SCALE,NTS OPENING DTL. B SCALE+ V2 . i'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX, 407-7744078 www.abdesigngroup.com AA A`: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE loos TAMPA, FLORIDA 33634 PH: 813486.2628 FAX: 81&888.2802 01111111113 sUBDIR a LoT: SILVERADO LOT #3 BLK #14 1piton=T# 03719.000-03141 moDffiLA 2795—B GARAGIC >lVIIWG- LEFT PAGIM FLOOR PLAN %150 MPH EXP. B S'-4' BEG. I S' E 0'-0' FIN. I 0'-S' CKZE tt 9'-4' BAG. HGT. - 0'-0'' FII_N_._FLL_R_,p� m'-S, oaDE lMIN.l _ FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A STOPS VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS III REAR ELEVATION TEXTURED FINISH toOF HEEL HGT. 9'-4! BEG' HGT'- ATIVE 2 G AP L0'-m' FIN. FLR GIMIN.) AREA OF ATTIC NET FREE VENTILATION AREA REQUIRED REQUIRED VENTILATION AREA NTILATION AREA X SQ. INCHES PER FT. (144) N. REQUIRED VENTILATION UPPER PORTION OF ATTIC RIDGE VENTILATION AREA 3972 SQ. FT. = V 300 3972 /300 = 13.24 1906.56 SQ. IN. _ .5 X 1906.56 115 SO, IN. PER VENT 953.28 /115 TOTAL NOFVENTS REQUIRED = 8.28939 TOTAL AOFVENTSPROVIDED - 9 "AREA OF ATTIC IS THE PERINRTER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED /-'------------.'--------- --'-� I I I I PRE-ENGINEERED I I TF8 I I 9'-4' BEG. HGT. I I I (2) 2XI2 BM I I � I I I I 4x4 P.T. POST I s F-4' I I toIII I FOAM CAP I I I I STONE VENEER 0'-0' FIN. FLR Boom INS -- -------------------------i OLUMN DTL. A SCALE: IR • I'-0' I \I LOUVER LOUVER DTL. B SCALE: IR • I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO. FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.com AA 9: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819488.2828 likk FAX: 8134MG-2802 aUBDIV. to LOT SILVERADO LOT #3 BLK. #14 PROJECT# 03719.000-03141 HODELt 2795-B GARAGE aT FWG: LEFT PAGE: FRONT & REAR ELEVATIONS :: B„ 150 MPH EXP. B N117 Dw 6/11/20 SCALE: 1/4"=1'-0" WIEET A2B W-4' BRG. HGT. FIN. V-4' BRG. I-GT. OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RC43E VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 110L ------------- � Fe F � --------------------- k --------------------------------- RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO ISE INSTALLED PER MANUFACTURER'S SPECIFICATIONS of-4' BRG. HGT. IN. FLR ,oV-4' BRG. HGT. 0'-0' FIN. FLR 0'-S' G - MIN.) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdeslgngroup.00m AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134N16-M28 FAX: 8134M2802 >lUDDIV. & LOT SILVERADO LOT #3 BLK. #14 PROJECT:p 03719.000-03141 MODEIt 2795-B GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS "B" 150 MPH EXP. B ELECTRICAL LEGEND SYM. DESCRIPTION _w TANDARD SWITCH 4 -WAY SWITCH -4{} -WAY SWITCH IM MER SWITCH He 15UTTCN ri 18COPNECT T RMOSTAT INGLE RECEPTACLE (125VR0-AMP ZLE POLE) DUPLEX RECEPTACLE 10\I DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT NTERUPTERRAMPER RESISTANT TYPE) I&V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 41� XTERN7R WATERPROOFKaFI CEPTACLE(GROUND FAULT NTERUPTER) IOV QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CONNECTOPU L MOUNTED LIGHT ILNG MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT LOOD LIGHT L SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SQ. PT-) am DULD LIGHT FIXTURE QmQ BULB LIGHT FIXTURE AQQQ 9 BULD L04T FIXTURE ' TRACK LMAHTING ATTIC LIGHT WITH PULL CHAIN o1NOER CABINET LIGHT C= 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) . xDURPAkGL O CE89 LKTHT • CE86 LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) IFY -BOX (WALL MOUNTED) -BOX (CEILNG MOUNTED) ILING MOUNTED FAN 0 T FAN (I CFM PER SQ. F%) It JACK 0 OKE DETECTOR (CEILING MOUNTED) ® IECTOR , IMES TED OUTLET FOR d7FE01 TV JACK -'c PORT NOTES, OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.I2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) ' P16WWAS14ER DISCONNECT TO BE LOCKOUT M PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CR i MTERMITTENT PER TABLE MI501A OF C FeR 6TH EDITION (20111 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-MTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL DE NON METALLIC CAME AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO ISE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 1OF LIGFITMG MUST BE ENERGY EFFICIENT POE TYPE POEM FBL. ENERGY GONBERYATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. bUM EDITION R404.1 O/-- - - - - - - j — — — — — SUITE I I I I I I I \\ I I \\I � PRE -WIRED I CLG FAN -----------------�— �r 0 ` 'I LIEF�� • J � LPL r---------- MULTI-GEN BEDROOM I I / I I I I - a I I ' I PRE -WILD \\ CLG FAN r-------- —I I SD/COo—1----- DiV SUITE I / / 11 i / � CLG PPAN CLG FAN I \ I CAFE FIXTURE �r 1 12 \\ S 4'-4' \ 1, 4'-0' / a Gm ; 44' , 44' \ APP. APP. BOLLARDA AS REGL / I \ PER BLDG. WALL MOUNTED LIGHT W/SUIITCH IN I \ CODE I \ ATTIC I \ I \\ 3-CAR GARAGE I I '---------\41,r- CLG. GPI OUTLET ICLG. GFI OUTLET FOR OPT. I FOR OPT. METER GARAGE DOOR IGARAGE DOOR/ FIELD OPENER I OPENER / VERIFY L GFI I // P.C. FOR, IRRIGATION I / CHIMES OUTLET I / OPT. OPT. :OACH COAC4 LIGHT LIGHT COVERED LANAI PRE -WIRED CLG FAN ----------------- V I I 1 GREAT ROOM 1 I \ I I \ I I \ I � I I I I � I I PRE -WIRED -ICECLG FAN �I I \I I II /I I �\ ------------- \l— — — — — — — — 1 &G&L1 1 II \ ROOM \ II I I 11 CLG PAN I I I PRE WIRE I 1 L------------ I 1 1 I I I b -�� BEDROOM #3 � \b PRE -WIRED CLG FAN W P Panel MAIN - A PANEL:wlewpwt.bmkw VOLTAGL120/24011-1Ph MAN: 150 MO M.C.8 FEEDER: 3-1N Cu TWM & 1-a8 Cu (G) In 1 i!)' C. OR 1 #W AL TMWN & i-4e Cu (G) In i lrr C. mr• r.N w W.. aaaer 1Dean w.W am atr rw mn M.eorRn• WBFIAr RIa ,- , 2 n2 z 1 m mes. vwry 10m 6 { x 2 aw T s PANEL -A PANEL: 42 GL Onaker VOLTAOL 120/24OV-1Ph MAN: 150 Amp M.L.O. FEEDER: S n Cu TNWM & 1-•a Cu (G)In 1 1Q' C. OR 8-82.0 AL THWN & 1. #$ Cu (G) in 1 i? C. — — b wm aa.r1 team I wpo •.-,Ise- w ra• m:e a12 1 m aw• 16W 1 2 ax 2 a8 •12 1 m NvewxlYbn •FI 1ma J 4 n2 1 m amp fam a 6 1aM m 2 no a 12 1 m 4m 6 •12 1 m 11aa Ww AFG ,2m 1 1. 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LeaRvICE TeLEPF10hC eERNCB CABLE TSLCNSION VICE 7 EGIIIPMD,T P""N' BEDROOMiRaNiFOIR NTEReYeTEM ONDN6 L VOLTAGE AT LOW \ aeu2e VOLTAGE COAJECTIOIC PROVIDE 00 AMP, W440 VOLT, I F%ASE SECONDARK/ ELECTRICAL SERVICE. PROVIDE S R COPPER (Q)) N I-V!" VIA SC M=" SO PVC CONDUIT OR PROVIDE S 2/0 ALUMINUM (AL) IN 2" DG OC 4EDUU SO PVC 1 e4 C U SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE BMlG6Alki mlL L SERVICE eLWUITECTRI DHE ELECTRICAL PLAN Cl:mp COORPROVIDED EL ELECTRIC PRIG / TO COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO DID. SAl" DIA X • FT LONG, COPPER CLAD CROWD ROD SCALE, 1/4' - I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 DRAFTING BY; A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 813686.2802 Moslem, BUBDIV. AB LOT SILVERADO LOT #3 BLK. 14 PROdICCTp 03719.000-03141 MODM 2795-B 6AItAGZ BWMG: LEFT PAGE: ELECTRICAL PLAN IL.150 MPH FjXP,V A17 p2911KT 6/11/20 DATE': BCALMC: 1/4"=1'-O" Fm a I I I a — v — m I I I I I I io _ I I I II 12'-6' 22'•2' ip � I II 42'X I I I I I I 410'UB I I T 111 O : I 00 1 I I 9 LAV r = LAV. 1 1 I I 1 CL lEl 5 9' 4'-9' S'-8' 2'-9' 31'-1' 1 L4A OPT rt� REF. v m (Ur_ PRE-PLUM15 � — — — — — — — — — — — — — — — — i� � I L.T. I 1 � -A I 1 � KITCHEN SINK UJ/ AUTO VENT il�ii 2' VTR 2' I I I 2• ry I OPTii 1 1/2' 2' VTR I/2' -------� G I 3' II IR' 2 1/2 LAV 2' VTR 20�_g• 2 UK: 1/2' 11/2' 1 1/2 2' VTR LAY LAV 3 3' 1U TUB ^� I LAV 3 PRE -PLUMB 1 1/2 U1C in I 1IR LAV L.T. 2'TUB 3' 2' 7t> 3 2'-6' 21'-9'' SHUIR 2• WC 2 11/2' UlC 3• 3' i ahJIG I 81NK LAV I AV. I CO I 2• TO MAIN 0 ----- PLUMBING RISER _ • Q s i i I I N — 1 � ® ' Q N a 20'-2' 6'-10' 2'-6' I' -II' _ _ �f h I I � v — HB I I I I PLUMBING PLAN SCALE, 114 . V-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdeslgngroup.com AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 FAX: 813888.2802 BI111111113 BUBDM Se L.OT: SILVERADO LOT #3 BLK. #14 PROJECT# 03719.000-03141 MODEL4 2795—B GARAGE 871INO: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. RECUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED OATH GLASS PAS 4 MASTIC. AND INSTALLED AS PER POO 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED M ACCORDANCE TO PBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/8MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO WC& RECOMMENDATIONS AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEOW DEF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL b 3/4' PVC CONDENSATE ORAN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB ? REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN RCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THERO106TAT m PASS-THRU AIR GRILL SECURE STRAP TA1�8 CONDENSER Wl UNIT SIMPSON WB ROLL STRAP OR ECUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) GSXI I/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER 1EAD • 12' PROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING I.-6. SEE SPEC. r-8'XS' COW FITTING OR EXTENSION TO 801E OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (TYP) ? EXT. GROUND CLEAN -OUT (TYPN FE MECHANICAL PLAN SCALE, 1/4 • I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMON T CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 81.3488-2628 FAX: 8134W2902 BUDDIV. & LOT SILVERADO LOT #3 BLK. #14 [Paoj=T# 03719.000-03141 MODZU 2795-B GARAGE 8W DTG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B 3'�T 6/11/20 DAIS: SCALE: 1/4"=1'-O" SHSS'P M1 ��e,{e-�o-1 2X4 TOP PLATE PRE-FAB TRUSS '- 1/2 CL.G. BOARD IQ' DRYWALL —, TV r MAX�d MASO*24 NRY I TUDu�OD NAIL 0 32' Or- NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FIN. PLR T � ' r 1 TYP. INT. WALL(NON—BRIG.) D1 SCALE. 3/4'.1'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbJ.1 ON &' 0". 814EATHNS OR 1, CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLANDy' CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. PLR_ p/S' GYPSUM BI OR 1/2, HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "S (2) COURSE DO NOT CUT THE BOND BEAM RE15ARS 2,a PIPE THROUGH BOND BEAM D1 SCALE:3/4'■I'-C' SEE ENERGY CODE FORMS N48ULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24. O.C. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — FISERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbJJ ON I}' CA& SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY . — V'-®' FIN. FILM .a 4 ti W/ WINDOW OPENING B LL TYP. WASECTION NO OPENING NOTE. PER SECTION 905.1.1 - FOR ROOF SLO2:4 1—STORY HIP BLOCK WALL (2LAYERIUNDOERLAYMESS THNT SYSTEM D1 SCALE, 3/4'.1'-0' IS REQUIRED, FOR ROOF SLOPES OF 4:12 OR GRATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 a n ORAL "LN t-2B'\GAS LINE T RU BLACK FIBEWxLASB 614MGLE6 OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.S.B. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER W14 DULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS ;4 ♦ ♦ ♦ 44:Ii�i�i�i��?iTi�i�i�iTiTiTi�i�� s GARAGE DOOR JAMBS D1 SCALE: I1/2'■I'-(d' —2X4 OFF 24' O.C. MAX. - SECURE W/ (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUE —PER STRUCTURAL DETAIL STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WO. TRUSS — CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGYME CODE FORPOR INSULATION R-VALUES ,. PER ELEVATION bW GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTAC 41ENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24. O.C. IF1' THICK, 2 COAT -A-- - 1/2' GYP. WL. ISO- PORTLAND CEMENT WOOD BASE — PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FM. FLR s 1 S' cm a ti .a a 4 ti W/ WINDOW OPENING FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805JJ ON Ik O.O.B. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \PRE-ENG. GABLE TRUSS —UEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' TMOIC, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN FILM L B TYP. WALL SECTION NO OPENING (311—STORY GABLE BLOCK WALL 91 SCALE, 3/4'■I'-V' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA s: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813486.2802 aUBDIV. & LOT SILVERADO LOT #3 BLK. 74TIA PROJWT# 03719.000-03141 MODLM. 2795—B GARAGE SWING: LEFT PAGE: DETAILS %150 MPH EXP. B rna 2X6 P.T. • CENTER OF DOOR HEADER SECURED 0 (U 14' X 8' J-E0.T W( W MIK EMOEO ENT w 21 X 21 X U8' WASHER 4 NUT OR uV (2) In' X 8' ANCHOR BOLTS UN 2' X 2' X V8' WAGNER 4 HUT �4 SECI,IRE 2x4 ON ° FLAT' TO ELK ° W(MASONRY NAILS. 2X6 GARAGE DOOR MUCK SECURED 8v Ease. LTG, x S' J-COLT OR ANCHOR ° Ru 4• n6l EMBEDMENT, uV 2• ° X 2' X V8WAGNER 4 NUT. (V UMTHNN 8' OF TOP. (1) WITHIN 8. OF THE C/M. (3)EVENLY SPACED. ° 1E ° IN NOTES. ALL ANCHORS SMALL BE IN ACCORDANCE TO MANFACTUROWS INSTALLATION UMTRUCTIONS UP M Auc" mTO A--rhn fi AIM M� STWI ,wr GARAGE DOOR 1 BUCK ATTACHMENT 4CAL6 N'.N.S' e' CMU Ji' DRYWALL VX4. OR 1'X2' P.T. NAILER Ix4 P.T. OR % X4' MN. SECURE THRU FRAME 4 EXTEND IY4 INTO BLOCK W/ 2)(6' TAPCONS Fl (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT I•Y4 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACIWA DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 4 A SCALE, RT . 2X4:m SECURE TO BLOCK WE/ �(6' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 18' OjC. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%, TAPCONS(MIK SHANK SIZE i45 MIN. HEAD SIZE 390 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. )J' DRYWALL 2X8,® ❑ VX4' OR IX2' P.T. NAILER SECURE TO BLOCK W/2-yo OOR CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE= SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1/2' /n 1TINDOW TO BLACK " SCALE, KT . +1-1/2" 2X4444 SECURE TO BLOCK W/ Y*- TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/2-;(6' NCN-STRUCTURAL i(r' TAPCONS TAPCON MIN. I-Y4 (MN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , MIN. EMBEDMENT I)4) WITHIN 8' OF EACH END 4 IVO.C. MAX SPACING ❑�r%E=11�2* P.T. NAILER 2X8:m SECURES TO BLOCK W/2-%' Y.' 0.615. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 10' OrC. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB /� lf[NDOACK++-I1¢" 11TOK 8fTH" SCALE, N.TA 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN. SHAM, SIZE .145 MIN. HEAD SIZE ISM MIN, EMBEDMENT I Y4 ) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X 18' O:G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL INr' TAPCONS TAPCON MIN. IY4 (MIN. SHAM, SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CM 8. OF EACH END 4 Ji' DRYWALL IS' O.G. MAX SPACING � 1'X4' OR I'X2- P.T. NAILER 2X5� SECURE TO BLOCK W/2-%' OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y1) ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 ��4" n WINDOW TO BLACK +2 1/4" �)'f E: ?,LT . 2X4m SECURES TO BLOCK W/ �(6' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MK EMBEDMENT I49 WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 DO= SECURED THROUGH SEAS BLOCK W/2-V.NCN-STRUCTURAL Y*' TAPCON MIN. i-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3W , CMU MIN. EMBEDMENT 1 Y49 DRYWALL WITHIN V OF EACH END 4 'X4' OR 1'X2' P.T. NAILER 18' O.G. MAX SPACING. a 2X84>p SECURE TO BLOCK W/2-VAI TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WIT14N V OF EACH END 4 ATTACH TO 2X PER 18' O)C. MAX SPACING. MANUFACTURES DETAILS. xon. 4 Y.mlm ro NLu•) m xw oowxe DOOR JAMB TO BLACK +3' F�,VSCALE. KT . 2X4= SECURE TO BLOCK UY V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN V OF EACH END 4 NOTES STR ICTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %' TAPCONS(MIK SHANK SIZE TAPCON MIN, I Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8• CMU WITHIN V OF EACH END 4 J�• DRYWALL 18' O C. MAX SPACNG. 2>0,® a PX4- OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-V D 2X SECURE TO TAPCONS(MIK SHANK SIZE STRUCTURAL MEMBER J45 U V(2H2d WITHIN 8' OF EACH MN. HEAD SIZE 300 END 4 6' TO 8' OjC. MAX MIN. EMBEDMENT 1 Y4) CASING WITHIN 8' OF EACH END 4 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 TO BLOCK +3' E= N.T . 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MIN SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE 4 18' Or- MAX SPACING. SECURED THROUGH 2Xb,m NON-STRUCTURAL W6- SECURE TO BLOCK UJA-1/4' TAOCON MN. I-Y4 TAPCC*WMIN. SHANK SIZE EMBEDMENT INTO BLOCr, 145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4') ' DRYWALL WITHIN V OF EACH END 4 18' O:C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X84mo a SECURE TO BLOCK WA-1/4' W6. OAJ5. X 4' MIN. TAPGONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END • ATTACH TO 2X PER 18' Ojr- MAX SPACING. MANUFACTURES DETAILS. wo 6M M mmm W NUNS me I=— OCm) A') DOOR JAMB TO BLACK +3-7/18' G ALE , N. 1F b. TO BIACK +3-7 18" 2X4m SECURE TO BLOCK 1/Y4 TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8- OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. 2Xbm SECURED THROUGH SECURE TO BLOCK W/1-1/4- NON-STRUCTURAL V TAPCONS TAPCCN MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 ❑ h- DRYWALL 18' 04, MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8® SECURE TO BLOCK WA-1/4' R . X 4' MN. TAPCONSING S OOR CA (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 TTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMES (DO NOT EXCEED Y.) LEER JAMB TO H[J)CK +3 4" H W B +3s9/4' ALE: NT . 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abdeslgngroup.com AA#:0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134188.2828 FAX: 815-886.2802 aVHDIV. & LOT: SILVERADO LOT #3 BLK. #14 PLR.OJECT# 03719.000-03141 MODEL: 2795- B GA L40M 8WIIJG: LEFT PAZRI. DETAILS 150 MPH EXP. B PLRJOYT 6/11/20 DwTE: SCALE: 1/4"=l'-O" SHEET D PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10455.3 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 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 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 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 22/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL 12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15333.8 - R2 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL 15333.7 - R2 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 1S076.1-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'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENSCORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17801.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 F8CR 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.FLORIDABUILDING.ORG 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 8134186.2628 FAX: 8134185,2802 B UDDIV. Je LOT SILVERADO LOT #3 BLK. #14 PROJECT 03719.00t-03141 MOD=: 2795- B GARAGE SWMG: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B PRINT 8/11/20 DATE, 8CAT.E: 1/4"=1'-O" siIEET D3 PREFORMED CONTROL JOINT PLANGL OF CONTROL JOINTS TO BE MRED TED TO LATH • V O:C. MAX (VEM.A BQM DO NOT FASTEN CONTROL JOINT TO WALL BYRN F STD EXISTS BEYOND EXCEPT STAPLES UV eaau� caLEG irn° oUBM f TO nO OURMO INSTALLATION PMTBlRS TO OE SPACED • 1' O.C. MAX VERTICALLY ]' THICK 3 COAT CEMENT / \ PLASTER URO LAYER 4, FORTFMM BUILDING PAPER APPROVED METAL LATH FASTENED vl' (VERTJ O.O. MAX AT SUPPORTS Wm LAYER -L STUCCO IUEAr• U►70D SHEATHING LATH SMALL NOT BE CONNTINUM& v ro v r• ro v n TIROU44 OpchwL \ JONM BUT SMALL BE STOPPED AND TIED AT BACM SIDE PRONC! 2X4 BLOCKING PER ASTM CIO&3 PLACED PLAT MAX. &' TO S' 1J01.4 FROM CONTROL JOINT 04E N CONTROL JOINT FALLS ON NO L PA678EM FOR LATH TO M NAILS 0 / i STRUCTURAL STUD STAPLES IN COMPLIANCE UV A67M CIO&! r 2. UM TOG TO BE (NO. W 00415' UIRE 3. BLOCKING SHouN MAY BE IN ADDIT1py \ TO WALL STUDS fFJUaMfM PER PLAN / �"Vvkl' �� `� OL—ra1AW.R.A O Ln.A LAID -IN. In A L CLUAM . Pr. a L OAAM • Pr. c ommus two"*— ow mom oLEN AP I. tlxtnw Im aafal M.ATIa1ll, Il6MOICALLY PAWL 4' OL MAIL OL FOLD NItlC . PT. A 1. aaAN . Pr. a Fmo ® LPOLDN a-- e. CIwAm . Pr. a 1 C3s .PLO 4. POLO Pr.O Oym Pr. a 11.1. ".O TOUCH" soreNnAeaa �Y+' r O sorTGlr ~AN1111111 W1lh TAPIR MAL POLO, m NMCUT. ISM APPROVED BWLOMG uwAP SMALL 8E LAPPED A MINIMUM OF 4%4' a0.P•ADWERMt1 MEMBRANE l &' • VERTICAL (ROLL LAPS FLASHMY. (COMPATIOLe W/ MOUSE 7� ENDS/ M &' a HORIZONTAL LAM. 'LATI VERTICAL LAP t0 BE 1• IIIEAP MATERIAL) OVER ALL SEAMS WMD TO LIE TAPED APPROVED MOM Sl•~. 1MPH WTI FORTIOER SMEATME•IG TAPE / 1' OR LESS PIPE / \ PENCTRATICN rrwa LAP.raTAL uru \\ pC X X X I X _X X CUT AND OVERLAP ow INDE ar =.WPM METAL LATHSELF•ADMI"4IT FLASNM6/ STEP aI Wm LATER % J TMIC .Rao 3 COAT CEMENTeTuc3wnPMETAL LATH wpm LAymm -2, AYER 4, PORTPIBER I BULOMG PAPER ropuFIEefE BUILOMG PAPER Wm LAYER 9 BTUCC'A Il1EAP INSTALL FASTENERS (CLIPS, 1 WOOD SHEATHING STRAPS, STAPLES) AS REQNRED TO "CURB PIPE/ Ulm TO FRAMING o eca e1 1 u2 -L P Q KICKOUT DETAIL aTUPW W.APfPf.Ma OILY) ,—LAP LAYM OP DAZI l OW !%! SFI RM41e. rTOP PfWi OM CRO 11XttRa01[ I �' � M& WALL RAMwIS w KICK -OUT ILAEMM (NE OWAIU B� erFR`"MR T, NT MOM1ALe amp ON NYTALL IrILKM M� AT aorrrn Q (COP 4 IttEeGiL01Y runt LAP. 4OAR Au LAP Nam, BIDE LAPS OF METAL PLASTER OASES SHALL BE GECUFF90 TO PRAIMM THEY SMALL MMB S BCTU M SUPPORTS UIITM 0041E-IN Ml-?" MRE AT INTERVALS NOT MORE TWAIN S' r72S-r7'I1 AS PER ASTM CW63 TALL FOR REPAIR OF TEARS IN UM LAYERS, TEAM MAY 8E PATCHED 11141MOUSE ~ TAPE PER PUWR SPEC. OR NEB. s STICK SHEATHING • LATI • PAPA! WOOD SHEATHING OR CMU WR5 LAYER al, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WR6 4 TAPE OVER ROQF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - OF NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING- N.T.S. 6 4• MLP-ADHERING MB"ORA! PLASHING OVER APPROVED MOUSE WEAN. 14.ASNM6 1'O 0[TlID ONTO PPE `--CUT AND OVEIa.AP ONE Give CF STEP 02 SEK LF�-ADNERMFi M?1DRANE Elm LAYER P, STQ= ~ 00 LAYER 4, FCRrPISER BWAMG PAPER METAL LATH 61146' NLF-ADHERING MEMBRANE FLASWM OVER 4LAW SELF-ADWEPOO MEMBRANE FLA04MG OVER APPROVED Mouse UIeAP. FLASMerG TO eXTSNb ONTO PIP[ 4'P4' SELP-ADHERING MEMORIAM FLAANMG OVER APPROVED Moues uRAP. COW BEAD OF SEALANT AIR RIC COATING OVER STUCCO/ (SEE TYP WALL SECTIOU SECTION PER SECTION RM.7 64MIPrl.Saa find met"" Exterbr use of portland nerrlent plaster shell aanly Kith it* appl-aIon regWrem n(a of ASTM C 92612A. Imm"Itlon of exteMr lathing and han i g WWI comply Wth ASTM C 106&12A PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WR8 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84-1-09, MIN. 2.5 LBO. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-77446078 FAX: 407-7744078 www.abdosigngroup.com AA a: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5435 BEAUMONT CENTER BLVD. SUITE 1004 PAMPA, fLORIDA 33834 PH:8134388d828 FAX: 819-888.2GO 1p] tmErv. a Loa' SILVERADO LOT #3 BLK 14 lOJSCTp p03719.000-03141 MODS:: 2795- B GARAGIC OWMG: LEFT PAGE - WALL ASSEMBLY DETAILS t.150 MPH Exp."B BACKER ROD BACKER ROD MRS LAYER 1, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, BIOE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SE611ENCE OF R_ABHINfi TO BE, L BOTTOM. 2. BIDES. 3. TOP VENT CAP IS TO DE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IB TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Y4 CAULKING • JOINT ALL AROUND PER SECTION R703.7 Efderlor WINne and DlaaNrby 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 k THICK, 3 GOAT CEMENT PLASTER METAL LATH WRS LAYER 4, FORrIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) BNEATHNG WRB LAYER 4, FORTIFIBER ISUILDNG PAPER WOOD — CONSTIICTION —FETAL LATH a' Cm VINYL C:A6NG BEAD V RAISED BAND . `. 8' To Jr No ulA- LL 6' WIDE STRIP SELF ADHESIVE PLA814NG, CLEAN MASOMIY BEFORE APPLYING Z PLAA614NO 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 SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84i-OS, MIN. 2.5 LBS. PER SQ. 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 0 DRYER VENT (BLOCK BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 &' SELF ADHESIVE — PLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, NT.S. ELEC. METEF VERIFY LO fi1iCA4 IV ICGtiGIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRB LAYER 112, FORTIF15ER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER Ye' TO Ya' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON 17 BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LATER 1, STUCCO WRAP WOOD SNEATHIf APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER b® MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD 814EAT14M LAYER 1, STUCCO LLRAP LAYER •2, FORiIFIBER BUILDING PAPER METAL LATH WOOD C"TRJCTf TEXTURED ✓—FINISH a WOOD FASTEN TO WOOD 6TRJCTURAL MEMBER a ''Or— MAX o' CMU 7i• TO K' MID -WALL gCEP ar,�r'� 6' WIDE STRIP SELF ADHESIVE PLAS64M GLEAN MASONRY BEFORE APPLYING TEXTURED FINISH a MAGCI W HORIZONTAL WEEP SCREED (FRAME TO BLOCK( S' WRB LAYER 1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 1 STEP #2 WRB LAYER 1, STUCCO WRAP CwRAAPPLY D' MIN ® —SELF-ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP It LAYER s2, FORTIRBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP 05 STEF No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774807E FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 543E BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819888.2628 FAX: 813888.2802 aUDDIV. k LOT: SILVERADO LOT #3 BLK, 14 PROJECT# 0371 .0 0-03141 MODEIA 2795-B GARAGE 8WWO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B EXT. WOOD FRAMED WOOD SHEATHING utnLL WRB LAYER 9, STUCCO WRAP SUB -FLOOR DECKING wow WRB LAYER V, FORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS 'Y; FIAT CHAMIEL J' THICK 3 COAT CEMENT WEATHER RESISTIVE - W/4Y TYPE 'X' DRYWALL PLASTER BARRIER -4 6' SAF. • TOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEATHING BEHIND DEEP SCREED BARRIER 7 4' POSITIVE DRAB) THICK 3 COAT CEMENT WOOD SHEATHING --- PLASTER `\\ METAL LATH BARD LAYER $4 _ STUCCO WRAP ' r �` WOOD SHEATHING 1' THICK 3 COAT CEMENT \` PLASTER i \\ AM"-WFWC-TSE GIISTOM CAST ' FLABFIING WRAPPED FL S14NG WRAPPED r : ' `:\ • TOP OF WEEP SCREED TO 814EATWM BELOW YE STTUUGGLO W AP 4' POSITIVE DRAM neew oreeen � .,� \ WRB LAYER R, FORTIFIBER � i I BUILDING PAPER (SWOLIN FOR SEPARATE AI a::i',,' /.:.......'..,.,_.. \ 6' SELF-ADHEREING % FLASHING WRAPPED STIJr.C�OLLAQ 1P ,� Jr • CORNER OF CANTILEVER AMICQ AMI66-W.9WC-180 4' POSITIVE DRAIN 1 ��. neeP w-seen NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1OA DTL.® CANT. SCALE I IR' • i'-D' NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-84l-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) RESILIENT HAT CHANNEL S/S' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION S/S' TYPE 'X' DRYWALL WAEXTURED A PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 4 j' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 02 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DM��NSTLLATION EXTERIOR GRADE DRY WALL %' THICK 3 COAT C @CAANJTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER 5UILDING PAPER) METAL LATH STUCCO FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK • DRIP EDGE TO DECK I VXI V4 P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PROOFING bt 1 LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM / BALCONY DECK TO M CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK—, Y; GAP FOR BACKE_ I�/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) S/S' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASNG BEAD 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,K' MIN. SPACE FROM DRIP FACE TO TREX Y; GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER Q DECK MEMBRANE, EXTEND OVER DRIP IffEDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, IS' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE (SHOWN FOR CLARIFICATION OF _ . _ . _ . _ , _ SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 x�"-x—x—x EDGE INSTALLATION SELF-ADHESIVE FLASHING - - - - Y; GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD 00 WATER PROOFING 41BI t LAYER (2 LAYER PEEL t STICK) .PE rw. w�"a.^. EL 4 WOOD SHEATHING DLUMIN SHEATHING EATHER RESISTIVE AR�RIER 9 EATHER RESISTIVE ARRIER '4 'SAP. \ •EEL 4 STICCK I )Wx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT Ur X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF CONTINUOUS Y; GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL S/S' TYPE 'A' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER TREX WEATHER RESISTIVE BARRIER 9 fWEATHER RESISTIVE BARRIER 7 EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. I ly'x3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I )i' X 3' 26 GA GALV. FETAL DRIP EDGE SET IN FULL BED OF SEALANT. Yt' MIN. SPACE FROM DRIP WATER PROOFING 14t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION O COLUMN fw/"T" PT.ecuTWI--1 2x FRAMING MEMBER WRB LAYER 9, STUCCO WRAP ' THICK, 3 COAT CEMENT 3 s WOOD SHEATHIWx PLASTER WRB LAYER 02, FORTIFIBER d BUILDING PAPER , ; 2 1/2' CORNER BEAD WRB LAYER 0I, FASTENED TO SHEATHINCs METAL LATH ! STUCCO WRAP l' O.C. MAX. 1 ry THICK, 3 GOAT CEMENT -,. + 1 I WRB LAYER 01, FORTIFIBER ry PLASTER ' BUILDING PAPER WRB LAYER 01, WSELF-ADHERING ' METAL LATH STUCCO WRAP FLASHING WOOD SHEATHING !, (EXPLODEp THICK 3 GOAT CEMENT EW FOR PLASTER 'I CLARITY) METAL LATH DRIP CAP WRB LAYER 02, FORTIFIBER BUILDING PAPER (114A CORNER BEAD ® FRAME lk 2 1/2' CORNER BEAD (FASTENER 4 SPACING B -' O.C.) CMU %' THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / ,� R`CORNER BEAD � BLOCK WINDOW FLANGE WRB LAYER 02, FORT BUILDING PAPER1 METAL LATH -A" J' THICK, 3 COAT C-Et PLASTER -- h'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE — i 5B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32760 PH: 407-77445078 FAX: 407-7744078 vnvw.abuealgngroup..m AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813888-2828 FAX:813J188-28 12 BIIIIIIIII� eusDm to Lolmil SILVERADO LOT #3 BLK. #14 PROJECT# 03719.000-03141 mopm 2795-B GARAGE 9TfWG: LEFT PAGZ: WALL ASSEMBLY DETAILS 150 MPH EXP., B WOOD SHEATHING WRB LAYER 9, STUCCO WRAP _ WRB LAYER -2, FORTIP115ER IBUILDING PAPER F , METAL LATH THICK, 3 COAT CEMENT , ! PLASTER e! 6'SELF-ADHERING FLASHING VINYL ANGLED EXPLODI CASING BEAD VIEW FOR CLARITY) DRIP CAP - WINDOW FLANGE WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER s2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER FLASHING WINDOW FLANGE CASING BEAD @) WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP Y14' GAP TYP I)' THICK 3 COAT CEMENT �' THICK 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH %� SEALANT PLASTER IX TRIM MEMBER / * STUCCO TO ; METAL LATH SIDING TRANSITION WPM LAYER 4, FORTIFISER ; BUILDING PAPER I SIDING WOOD SHEATHNG Zt I t t �,r'k i a I WINDOW FRAME WRB LAYER M, I BUILDING PAPEFRORTIFIBER WRB LAYER N, STUCCO WRAP STUCCO WRAP i � E-Z BEAD VINYL CASING CASING BEAD I (Wl%* FLEXIBLE PVC BACKER ROD) 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK ; SIDING T O STUCCO WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING 18 CASING BEAD MEMBER (CROSS SECTION) 1 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED a�rl.xrw" ulooD eHEATHIrn FOR CLARITY WEATHER RESIsms Wjot R -1 i - 9"T4mm IpoweTIVE / ��'-----------------------------------------------------------------------------------------------'`� MOM uvr� REVBALE erlve Ya' GAP TYP �' THICK, 3 COAT CEMENT erARTER,TRIP / \ ue4neRSIAIIIIIIIIIIER -1 SrIVE / CASING BEAD PLASTER \ eArIEeR a , SEALANT TO WINDOW METAL LATH I I \� y r' DELP ADHERNG ' : R.AeHan ' aALV D rerAL \ MTAL •rr PLGALLA 4M WRB LAYER 02, FORTIP15ER 'r R.A&*4 UICODsi. an �\ , WINDOW FRAME BUILDING PAPER WOOD SHEATHING CASINQ / \ 7�Epp I / UlydOxDSTAPVip DER I I t \\k GAP / OR APPROVE MIT SIDING TO STUCCO WRB LAYER 01, STUCCO WRAP ® BLOCK TO FRAME 9 TRANSITION 6' WIDE PEEL 4 STICK 7 WINDOW FLANGE OVER FLANGE WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 02, FORTIF15ER ; BUILDING PAPER U1RB LAYER "1 EQyONDT� THICK, 3 COAT CEMENT STUCCO WRAP ilRAnINW Rea PLASTER ' BARIER •I . � �� I�atslenvE WRB LAYER 02, FORTIF15ER WW"VyJ'AL "DA VINYL ANGLED ; BUILDINCa PAPER HERM6 CASING BEAD METAL LATH eTAaereRshaP— VINYL CASING BEAD �M THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER — CLARITY) I ' x .ram, CASING BEAD @ RAISED 17A BAND (FRAME) SCALE: 11/2' =1' -0' RS! ^ ` aoxxxR R-AMM HERRIO WEATHER BAMER WEATWM MARRM ISAINRIBIRM LAP 1. OYO TOP I N. ROVE R. RESISTIVE I BBAARRI�ER ISAPIRIVIR RESISTIVE \ \ &AF LASWM WEATHER REOWN% - BARRIER •1 TO LAP V MK ABOVE TOP OF T PLASHW16 xf TED / , ugvv / IMLP ADFERWG . I .. .. , I R.AbIM6 I�elsrn,E SIDING TO STUCCO \—w T w"TIVE ® FRAME TO FRAME TRANSITION 1 A / \ E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER •APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING, WRAP % WRAP �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX* 407-7744078 www.abdealgngroUP•com AA 9; 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 8134MG4628 FAX: 813888-2802 BIVHDIV. so LJOT: SILVERAD I LOT #3 BLK. 14 PROJECT;/ 03719.000-03141 MODELA 2795— B GA,RAOR OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ENTORAPULY — PLO -UP O no OUmMIIAP (OR LICK FLAP UNDER) l WAD FOLD N AT SLOPE SILL ISO. TO EXTERIOR STEP 2 EXTEND FLASH"o MN 11 BELOW a" FLEXIELS FLA614140 DO NOT SEA- BOTTOM FN STEP 6 ALIGN PLASHING W INT.EDOIS OF SILL MO. MEOFWNICALLY FASTEN FAS!'D EDGES.(CAP HAILS, STAPLES) INSTALL OUPONT FLEXSRAP AS TF A.ASHSIG AT TFE ADE ADHESIVE IXIBLE IRASHINI VISA DRIP CAP ECTO-URAP EOINV) WINDOW FLASHING INSTALLATION DETAILS O12 ( FULL WRAP) SCALE: NTS bum IT 16 T E CONTACTORS R!M'O NORMLTT TO VI RIFY THE COPrATIVILITY OP ALL PROOUCTS INCLUDING HSUBM~, SEALANTS 4 OW-A01lRNG K ASNNG MATERIALS USED M~ O"TRUCTION. 2. INSTALL ALL MATEMALS PER MMIlACTU1111RS NITTEN SIxP"TIONS SEALANTS MAY REACT ADVEIMELY F NOT COMPATIBLE. CLEAN AND BEAL JAM15 TO BILL JOINTS WITH DOW IHIB FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK I IR 6C QM SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION EIELOW T1 E abom OPENING INTEIaOR PERIMETER OF WINDOW WITH I��00�EEALANT FL 1441 N. RONALD RL ORLANDO, FL: PH: 407-774-6 FAX: 407-7744t vrwwabde6tgngrou{ AA M: 0003325 DRAFTING I A.B. DESIGN GROUT DRAFTING INC. 5438 BEAUMONT CENTER BLA SUITE 1004 TAMPA, FLORIDA 33634 PH: 81388E-2628 FAX: 813888.2802 bVHDIV. h LOT: SILVERADO LOT #3 BLK. #14 PROJMT# 03719.000-0 141 MODAL 2795-B GAAAGs 811MG: LEFT PAGE WALL ASSEMBLY DETAILS: WINDO FLASHING 150 MPH EXP. B - -- --------- - I I 1 I I ---- I 1 1 1 1 —2x6 SUB-BANb W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �1 11 —1/8' TEXTURED I FINISH s WOOD I �I 1/2' TEXTURED FINISH ® CMU / 1 I'J. i METAL FASCIA 11 WRAP Ye' FROM STUCCO, I' FROM 11 ------------------ 4 . a WOOD WALL `\ p --EXTERIOR WALL 1 •e\� �� (FRAME OR CMU) 11 1/8' TEXTURED FINISH • WOOD, 1/2, TEXTURED FINISW • CMU METAL LATH METAL FASCIA WRAP UJOOD SHEATHWx OR CMU UM LAYER h, STUCCO WRAP(FRAME ONLY) WRB LAYER R7, FORTIFIBER BUILDING PAPER (FRAME ONLY) 2X6 WIS BAND ROOFING CEMENT DRIP EDGE © LL AN METAL KICK OUT \ NOTE: NOTCH FOR 2X& 1 SUB BAND ONLY k ROOF KICK OUT REMOVED \ 11 FOR CLARITY \ 1 ROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) \ 00 `\ I TEXTURED FINISH `\ 1 / WOOD, 1/2' TEXTURED FINISH * CMU / 2x6 SUB -BAND W/I'x4' NOTCH ' END, WRAPPED IN PEEL 4 STICK ®E L E Y,4 T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -C' SCABBED TO TRUSS W/11d NAILS V-8' O.C. MAX. 2x SUB -BAND W/14'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C9) WALL 3 SUB BAND DETAIL® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1 ¢'x4' NOTCH a 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 W/%'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALDREAGAN BLVD. ORLANDO,FL32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA#:0003326 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 813888.2802 au>BDIV S. LOT: SILVERADO LOT #3 BLK. #14 P1tOJSCTft 03719.000-03141 MODELa 2795-B GARAGa 8TaNG: LEFT PAGmWALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B r t DATO 8/11/20 aCAXAL 1/4"=1'-O" a M310T Yd AV FOUNDATION NOTES — — — — — — — — — — — — TE-1 — — — — —L1 3 F—\-- FM-16358 1.1 4'-5"` \ 3'-2" Y-2" 10'.3" 8' 4" F230X30I ro I 4" CONC. SLAB °' w W I 4" PVC n. :- `\`\ CHASE Ft-30X30 . 1 YN \ ff!! �z % 1 -31/2d \ \ II cwi \ 1 o ci \,\` 1" PVC CHASE FOR ELEC. @ L� — EXTEND FM-16X78 —1 1 O \\ ISLAND Y SLAB 1 1 2" `\ ------------- \ SLAB 3'-2" \ \ I L TE-1 �\`\ -3 1/2 `\ J \\ LL r `\\, I 12 1 ,., \\\ 4, \ \ %\\ m b. EXTEND SLAB 1 1/2" 4 TE2 4' CONC. — — — SLAB -31/2 A" e 7 1 1.1 1 M SLOPE 1/8" / -51/2$ 2 3" PER FT. " 'SA 7-8" Z-8" t' 5'-6" 18'-10" 10'-10" I _� FM-16X18 Y EXTEND1 N SLAB 1 112" LL 2 w 1 1.1 N 1.1 L FM-16X18 I to F1-24X24 (� 4 3112 I ,Ir 3 FMG16X18 4" CONC. I 1 ' I SLAB 2' 0" 16'-0" 2'-0" 10 8,-0" 1'-6" m ri 4 2 3 I ( 1.1 1.1 w m g � FM_l C18 I -71/2+ 4 FM-16X18 1.1 i q -24X24 F1 — — — —_—_FM-16X18 _--- LL c4 " iv `q A M Y N M 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 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, MINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13' RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.t. 53D-13/ASCE 5.13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3DD0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED X-G" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS INS W 1.4 I A OVER GENERAL 3112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-16x18 16" CONTINUOUS 19" - (2)#69 FMC-16x18 18" CONTINUOUS 18" - s #51N CURB VARIES F1-24x24 24" 24" 12" s a - 8" BELOW GRO TE-1 8" SEE PLAN 8" - s(_ •-4" TE-2 8" SEE PLAN 8" - a 001_0" CWC-12X12 12" CONTINUOUS 12" - s #51N CURB VARIES Fi-30X30 30' 3lY' 12" (3)#6s (3)#5's -)8"BELOW GRD F2-30X30 30' 30' 12" (3) #Ss (3) #5's - 12- BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7745078 FAX: 407-7744078 www,abdosigngroupmm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 813411118-2628 FAX: 813IM2802 BUBDty Se LOT: SILVERADO LOT #3 BLK. #14 PROJ=T# 03719.000-03141 MODMI. 2795-B awRwa>c swuaa- LEFT PAGV. FOUNDATION PLAN 150 MPfKXP. B 30" MIN. EACH WAY e MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED ^ STEEL REINFORCING IN GROUTED (r Q CELL SEE PLAN FOR SIZE AND Q a O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS r ° 1 ° (L SPACING REQUIREMENTS t c... uj GARAGE DOOR w �a Q ° °r FM RECESS gM a) Z 8" CMU WALL fn O Z 8"CMU WALL • I NCORNER I FOU ON WITHEG EACH W W B+ S uI y y +- 0'-0" TOP OF SLAB TOP Of SLAB LAB WAY AT ALL CHANGES IN DIRECTIONS I ., °� SO THAT THE STEEL REINF. IS CONTINUOUS 31 MATCH AMOUNT OF CONTINUOUS BARS CUREFOR SEE SLAB SCHEDULE ....•• .. - VA ES TOP OF GARAGE _ ° ILL -' I I' ° MASONRY PORCHSLAB4" BAR SIZE 48 BAR DIA.EXT. CHAMFER (,STORY) #3 18" EXT. PORCH SLABW/ SEE SLAB SCHEDULE d. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET gyp, AT ELEV: 1/2" ISOLATION (WHERE 8"CHAMFER (2STORY) W/ 1/2" ISOLATION . 4" CHAMFER (i-STORY) - `♦�-� 6" CHAMFER (2STORY)APPLICABLE) 0'-0"JOINT ZEE SCHEDULE JOINT (WHERE APPLICABLE) Z a EE SCHEDULE TRAM ARE MADE FROM FOUNDATIONSHAVING 2 WxD, BAR SIZE M-1 FOR WxD, BAR SIZE p FEN UMBES OF CONTINUO S PROVIDE LEAST AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:aa"=''-0" 2 @ GARAGE SCALE:3/4"=V-0" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=,'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN U' 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE W p 0. I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE S N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x0" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. Oa, a SECURED W/ 2-PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED a g EPDXY. MIN. EMBED I PLATE EPDXY 5-7 rz" EMBED. MIN. i6" OC SLAB WI10d MASONRY NAIL 18" OIC STAGGERED. GALVANIZED PIPE d 8", LINO SIMPSON SPH4 OR SPH6 MAX. ADDITIONAL METAL W/FLANGE BASE Q FOLLOW ALL MANF. BTM AND TOP PLATE CONNECTORS NOT 0 SPECIFICATIONS FOR ANCHORS W/ x 1 REQUIRED WHEN NO _ USE AND 9 ALL COMMON NAILS FILL ALL N S N UPLIFT IS PRESENT. m PREPARATION OF HOLES, DO NOT USE 10d W w SECURE FLANGE TO Z w HOLE. x Y SEE SLAB SCHEDULE Q cc Q SEE SLAB SCHEDULE SLAB W/(4) 1/4" X 21/4" p O +- 0'-0" +- TAPCONS TOP OF SLAB . • P O TOP OF SLAB . 4' CHAMFER (1-STORY)- 6" CHAMFER (2-STORY) ♦ : . ♦, a♦.as. EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD 6 MONOLITHIC FOUNDATION 8 (NO UPLIFT) (W/ UPLIFT) scALE:3/a„=r-0" scALE:3/a°=r-0" LAP TOP PLATE A MIN. OF 48" ---�.y 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 g PLANS FOR SPACING. SINGLE 0. BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 0 PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Q w ADDITIONAL METAL m U CONNECTORS NOT a m REQUIRED WHEN NO UPLIFT IS PRESENT. 0: In O 8" CMU WALL 6, VARIE6 6' n Z POURED LINTEL CONT. (fYP.) 8" CMU FILLED CELL (TYP.) 9' �- TOP OF SLAB I.. SEE SLAB SCHEDULE 2X WALL FRAMING ._ 0 TOP OF SLAB - a • Z Z SEE SLAB SCHEDULE o 1/2" DIA. SIMPSON ST82 BOLTS 5" MINIMUM EMBEDMENT INTO '�- "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ro POURED MONOLITHICALLY WITH FC FOUNDATION AND SLAB SEE SCHEDULEEDULEFOR WxD, BAR SIZE BAR SIZE AND BAR QUANTITY UANTITY SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 12 SCALE: 1"=V-0" 9 SCALE:3/4"=1'-0 (NO UPLIFT) EFOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0"jell SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32760 PH: 407-7744078 FAX 407-7744078 www.abdealgngro p. III AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813406.2628 FAX:813IM2802 aysDIV. to LOT SILVERADO LOT #3 BLK. J14 PROJ=T# 03719, 000-03141 MODEL 2795-B GARAOE 9WING: LEFT PAOE: DETAILS 150 MPH EXP. B e W b 77 26'-7" tv ED 5'-2" 4'-10" 5'±" DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5436 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134888.2628 FAX: 8134588.2802 ZaUDDIV. & LrOT SILVERADO LOT #3 BLK. #14 PROJECT# 03719.000-03141 MODELt 2795-B GARAGE 8WING: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B Uo 17 2 NO DI w7'E: 6/11/20 eCALM 1/4"=1'-0" 8*ECET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM c •I CL O CLEAN OUT REQUIRED K FOR INSPECTION a .I: ` I - 0'-0" FIN. FLR. +� •a - TIE RTICAL REBAR .• TO HORIZONTAL - a; REBAR W/10"HOOK IZE 48 B BARSIZE AR DIA. Z� #3 18" #4 24" m U #5 30" #6 38" #7 4r HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" A Z OFFSET METHOD CONTINUOUS SIZE 48 BAR DIA. #3 18" METHOD #4 24" HORIZONTALNERTICAL #5 30" REINFORCING "� G #7 42" SCALE: 3/4"zl'-0" #5 BARS ,. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819S88.2828 F.: 8134i8&2802 Su=iv. At LOT SILVERADO LOT #3 BLK. #14 P1tOJECT# 03719.000-03141 MOIDEZA 2795-B GARAGE SWING: LEFT PAGE: DETAILS t.150 PH EXP. B F'PRINT 6/11/20 SCALE: 1/4"=1'-O" a*== s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/.(9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2- HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ I Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177' " x 2 7/8" LONG, WITH WASHER @ Ie" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DE8CRIP'TION REMARK Q1 (2) 2X12 © (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. =BOTTOM OF LINTEL I T.OA. =TOP OF ARCH / T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (pafc WkE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 46ae`4ww SAFE LOAD - POUNDS PER LINEAR FOOT —' "^ SAFP LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH KaaPAasIPaas 4Feae waae wsw 3Pa4a - TYPE LENGTH Sts an RCMU TYPE LENGTH w4r aRN1r wstt wear watt waft IPJa,7 ePas7 rxrt writ etaatT waa spas-tt WSW 3'4r (42") PRECAST 2231 74r (Y!•) PRECAST 1026 1024 IM r4r (42') PRECAST +aa fete 3m 4m am as Im, ,M as as 4N4 OP as 7m, 4%T (46) PRECAST 1888 4W On PRECAST 765 763 1309 4'4' (46•) PRECAST lap am 3w 31115 4m IW am 1m as m a,a 4m 0 am 4'4r (541 PRECAST 1686 V-8• Mir)PRECAST 02 M1073 4'47 On PRECAST 129 2M IM am 4op 4711 am ,w as ow am 4m 4111 We 9W M PRECAST 1217 64" (84D PRECAST 41l 411 746 F-W Rn PRECAST ,aa ZM = 7710 3W 4M ,ae Il" ma as aaa aaa 4m S-10' (70") PRECAST tOB2 6'-10" PO") PRECAST NO 338 018 8.10 M PRECAST m tea7 m 90 fen 41W ea tan mm ap alp as 41a V-r (7C) PRECAST we S-8• M PRECAST W 721 49D B4r M PRECAST m low- as fan a7, as ton ,ea 3m 3al 3ru T$ (WD PRECAST 743 Td Pn PRECAST 424 04 363 Tor on PRECAST M. mr etl" ,n tpt tea ap am am am (112) PRECAST 864 Q4 (117) PRECAST 92S 612 280 8W (112D PRECAST t la 2W am aM ap a,e tea 3w am 104! (12eD PRECAST 475 1010 (12r) PRECAST 294 401 ISO 104Y (12e') PRECAST no m m eN 14n in , fat l as Np /4R , a 114• (186) PRECAST 382 114' (136) PRECAST 2W 452 154 114' (136) PRECAST 04 m/ em ton tat 17p 4" 07 tm tm telaw a1n 17-V (1441 PRECAST 937 12t0' (I"') PRECAST 244 402 IV 12'-0" (1441 PRECAST 4a 4a tat 4a t t tap ao m e4o tap ,p am 134' ("n PRECAST 286 19'-4' (fe0') PRECAST 217 324 110 IT-C (180D PRECAST =-W 7a 04 , ,m 4a 4p M. it a lew 14'4Y (18eD PRECAST 2fe 14'4r (16n PRECAST 206 283r5.2 1r-W (IOn PRECAST m tea 4to 4a 1+7 im , , Off 14L8' (IM PRESTRESSED N.R. 14'•6" (176") PRESTRESSED NA 254 I V r (176� PREVRESSEID m ap m - m m m t m t tlal t7a 164' (164-) PRESTRESSED N.R. IVW (184D PRESTRESSED NA 29 164' (194D PREFMBSED 2a as M m 4p m 4U foe a, No PRE'S1RE188ED N.R 1TI• am PRESIRE88® NA 164 1r-' (208D PRE'87REe6® w7 Y7 M. 3m � as � gj 7a - � tan m ,aa 101' (23Z7 PAS N.R 184' Mn PRESTO N.R 146 184' Rn PREBTRENFD +p tee Mnar m 4a 4a m $0 eh ea m tan 21'•4"7 PRE61P666ED N.R. 214' (280D PRESTRE'88ED N.R 126 42 2/4" (%8') PRE'SRE88ED 'a to as m w m ap en 40 7al as ea w Ion 27a' (ae4� PR68iRlD NA nor R6#'1 PREB1RE88® N R lie a 274r (2MD PRESTRESSED m 4p pe no ta7 at m ,» as a7 pa ap 4a 4p m 4a 4a ar 244r (2051 PRESTRESSEDNA 24'-0' (21n PRE'STREl� NA et 88 u'-o' Mn PRE6TAE58Ep 1a m ap Me ea 7n m la m 4b ON aM 101eI (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#)THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM •SAFE LOAD TABLES• BY CASTORETE MAY 2015 EDITION - PRECAST PRODUCT'S BY OTHERS TO MEET OR E)(CEED VALUES STATEDABOVE •ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE M55MUM 4.OF BEARING PAST EAOH SIDE OF WIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 ©mmvoom ®�it311�0�©m mm00000 mm00000 000Q_�F^*!i; �!�* m®000ao omovo mm000mo mm0000*�r om000mo oav©o©mo 00000�� ODm0�m0 ooa�mmoo 0000000 a�0000mv ODOm�mO ©avoms�oo ©aomo�o 0000a�oo a©oavavavoav avava>raavavavo avavooavo 1 1 1 1 4 1 1 1 1 1 ----r-------------------------------------------------------------- �Fi6-1T/OM/1B 8F16-1T/0M/OB 8F16-1T/OM/1B 4 1 1 ♦♦ 1 1 1 1 1 ♦♦♦ i 1 1 ♦♦ 1 1 ♦♦ 1 i 1 1 1 1 18F36-lT/OM/iB `--------------1--"----------J 8F16-1T/OWIB 8RF14- 1 T/OM/0B UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'r1", UNO. � 1 1 1 1 � � 1 1 1 1 1 1 8F36-lT/0M/0B 1 1 1 1 9'-4" 1 t t 1 8F16-1T/0M/OB 1 --------4 1 t= 4--------J T',----4 LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32760 PH: 407-77443078 FAX: 407-774.4078 wwwabt14t51gngroup.com AA 8: 0003326 111 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8438 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 93634 PH: 8134388.2626 FAX: 813486-2802 SILVERADO LOT #3 BLK 14 PROJECT 03719.00�-03141 MoaEz1 2795-B GARAGE aMltl+iG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH E B NOTES TO THE INSPECTOR/CONTRACTOR TYP. V'KT TO 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \, PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING TrAi4 HEIGHT.4, OF REINFORCING (L2) THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. n16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM '- #5 CORNER BAR W! 30" LAP FOR EACH 0COURSE OF BOND EAM IS OMITTED AD A LINEL�� / S PLACED. THE STEEL IBE COURSE OF BOND BEAM REINFORCING FORT HE BOTTOM BONDN BEAM STTO CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. o„ , / A \�• B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10" HOOK J / R�� TOP OF � �q58x16 DBL. BOND BEAM Wl (1) #5 BAR BOND BEAM Q� g EACH COURSE '\O C7 8X8 BOND BEAM OP OF • �G�\a WI (1) #5 BARIBOND BEAM 30" TYPICAL-(Y\U F = FILLED W/ GROUT =UNFILLED GROUT SOLID FROMOPNOMINAL LINTEL TO TOP OF BOOF OPENINGWIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTBEAM COURSE#5 BAR IN BOND BEAM SEE NOTE 56-1 T/1 M/ B Bx8 PRE -CART CONCRfGFNOMINAL—�LINTEL W/(i)#58AR (P LENGTH OF BAR =WIMASONRY QHEIGHT # OF #TS, TOPCORNER OPENING-2IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE a, BEAM DESIGNATION THA7 XFXX-1TNMro8 ND CA7ESADOUB EBOND BFAM #OF #5'S, BOTTOM 8x8 PRE CART CONCRSCALE: 3/4"=1'-0ANDXFXX- REINFORCING OF BOND BEAM 1T/OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT IS THIS ENGINEER'SINTENT TO PLAN FOR LOCATI AND XUXX. iT/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) I SINGLE BOND BEAM ON OR DRIVEE PIN (MIN TAPCAT HIGHER ELEVATION SHANK SIZE.145 MIN AD WINDOW SI2300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8- FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-lW EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW me SILL SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" LOPE M-S FROM EACH END AND 18"EMBEDMENTN 1-114" 9 2x8 (MIN 2 X 3) 23/16 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/ /711OSBSHFATHING6" UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1.1/4" MIN, 2-12d PER BILK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW QMU WALL SILL CONSTRUCTION CORNER BARS 4 �ARCHWAY FRAMING DETAIL 3 AT CORNER STEP scALE:11n�=r-0" �� SCALE:34"=1'-0" SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF, BAR CONTINUES THROUGH LINTEL. Q I SINGLE #5 CORNER I BAR, 30X30 TURNED UP 5 �(`O)I ORTURNED DOWN INTO STEEL REINF. OF �F FILLED CELL BOND. BEAM II II 8x8 CMU PIER PROVIDE #5 BAR YYY W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL, CHANGE IN OF BOND BEAM (DgELEVATION SCALE: 314"=l'-0" SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 F 4: 407-774-6078 FAX'407-774+1078 www.abdesigngroup.com AA #: 0003326 DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 8134MM2802 aXMDM ae LOT: SILVERADO LOT #3 BLK #14 PROJECT# 03719.000-03141 MODEia 2795-B GARAGE araxG: LEFT PAGE: DETAILS 150 MPH EXP B FRAMING NOTES: k k k k k A ti 0 a m m w 03 D w a 'w 2 3 3 c3 w I-li w' 13 ci �S 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: CJ7 ---- -------r---s---�-- -- N tl Gil SIMPSON LTA2 W/ (8)10d x 1 112" HDG NAILS, WOOD TO WOOD: 31MPSON H10A OR LGT2 W/ lOd x 1 1/2" HDG NAILS, FILL ALL HOLES. [ �- � � p p p p p p p p p p p p p p 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJ3T - - - - - - �p n x tl ■ n n n n x u 0 tl N N If N u tl N tl N CJ3 SCHEDULE. p p p p p p p p p p p p p p p p p 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE I ip MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5T �� = u n x N N n n N tl x N n tl 1C u N u tl =� =1 CJ5 MANUFACTURER'S SPECIFICATIONS. 3.1 I 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS to I I Al 1A I ARE TO BE GALVANIZED. 1 1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. AH9 .�. = a®= a _ v - s - _ a _ v _ . _ v _ v 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST•CRETE I I - -_ -_ -_ - CONCRETELINTELS. AH11 _ ■ i!a!■!■ l a NEW a a60 a l a l a!■! t!■ ■simbs ■ Rim ■ Wow a! !91111111111111111■ 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 1 I Q CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). AH13 _ _ _ _ a t!a!a!a!■ ■!■!■!■ate■!alalft�n�lala ■!■!■t�tl�f TRISSES 2X4 D.C. TOE TO N NAILBETED TO ADJACENT 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE .y�A I 1 TRUSSESS W/W//NAKED SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE AH15 =. _ _... -. _ . - ® a _ ...........I. .. _ ... = _ ..L NAILS & SECURE TO BM. W/ FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS I I 8WSON LTA2 USED TO BRACE LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND I I TOP OF WALL APPROVAL. AH17 ._....__._..: _s_a_v_._.. v1 v_va®=_vas=_._1S 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED AH19 ......... _.. _ _ . .. v.. _ =� • s • _ _ • _ : _ _ _ v 1 kI . _ FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. I 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. AH21 .__....._..... a.........6 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON I RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 9-0", FINISH FLOOR. UNLESS AH23 .__-_.=.=_v. 22x36 NOTED OTHERWISE. ATTIC I I I I TRUSS MANUFACTURER I ENGINEER NOTES: Alf..J 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE y.._..._F_._=..._... ..�._.___..._._._._... I FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS Aly.a�..:_P_a_.... II a... ._...=. v...._....... WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. I 1 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO Al_.....===°e L_......v_.. TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST B" FROM THE CENTER OF THE COLUMN. A2 w �..... v . P _ a _ = .... _ s . ..... a A2 I I s 1 11I _ �._.=....a�....____-_.. .a_._.----.d.a_=_..L L---------- J I A3 ._=......_=.a=s==. a..... __..=_=_v..�_....._� PREFABRICATED ROOF TRUSSES 024' O.C. MAX L----------- A4 ._:_..=_v_..a_v.v_=_ ._____...__...____- I A5 I i :.=_=_=sue=:.ice=.®...=.. . _ ._v.a_=.s....__...- I I 1 AH23A I ...=. s_....=.s_v_s AH21A .......jsa.==®a :.:.. =. s...=_._s®._s _ _ s = . . ` `------------� A 9A v ` _._.___.___. v_v.=.s ..a v v.= /A ---� IiATT\ AH15A . _. _. _..ss :�Isl.' .. 1 .....:s a �ay.js=.... 1 • _ •�_ AH13A a_._a_=.. .=_v.._--v... _._ ._._..--- J v 1A 1C' 1A AH7A •i -- 3.1 to 1 .1 C ._._.._ 47 v. L arpl x tl N M tl x s s: =. v.. B B .._®._ ..__._ ...� sl tl 11 tl � II N �—._._._ ( pW p pw p ... . �_..=_..a B -- -- - C . . . ..via s v.._=_ _ . ----- --- - - - - - - - - -v =' BGE FRAMING PLAN CGE • • • SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesl8ngroup.c m kk AA N: 0003325 ata� DRAFTING BY:: AB. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-08b2828 FAX: 813$88.2802 aUDDM ae IAT: SILVERADO LOT #3 BLK #14 PADJWT* 03719.000-03141 HODEL" 2795-B GARAGE awING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 J" NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) Ted x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 r NAILS TO GIRDER AND (2) SIMPSON HETAt6 TRUSS ANCHORS WITH (12)1Sd x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) led GALV. COMMON NAILS. 1x2 SECURED WI 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ I Od NAILS, 2 ROWS, 3" 0/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 1 B 1 C TYPICAL TRUSS/ GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAt6 TRUSS ANCHOR WITH (9) 10d x I }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x W4' MAY BE ADDED W/ I Od NAILS, 2 ROWS, 3" OM TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. `—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4)r x 5" TITEN HD TO CMU AND (12) SOS i" x 2 i" TO GIRDER B{I) SIMPSON FGTR GIRDER TIEDOWN WITH lx2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS }" x SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3) led C-Q) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) }" x 6MTEN HD TO CMU AND (18) SIDS }" x 3" W SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) EAM GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 12"O/C SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A - 2C TYPICAL ROOF GIRDER CONNECTOR(S) 20 GAUGE :1/2 HOG NAILS -1 END. TOTAL OF 10 FLOOR GIRDER 518" A . WITH MBEDMENT TO SLAB & (18) led x 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING . n• 1/2" GYP. WL. BD, a a. GIRDERMOOD POST CONNECTIONS 5 SCALE: 3 4"=1' 0 FLOOR TRUSS CONNECTION @ L.B.W. `* SCALE:3/4"=1'-0" (NO UPLIFT) DEPTH 1/4'0 --HOLE EDGE >5/8" —HOLE DIAMETER <2/5'D SGL. STUD OUTER 113 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1Y2"=1'-0` EDGE >5/8" HOLE DIAMETER < 3/5"0 DBL. STUD A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 6" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 1Sd GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 314" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) led GALV. COMMON NAILS AND (10) Ted GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LSS W/ (2) 3/4- SIMPSON TITEN SOLTIJ-BOLT, 5" MIN. EMBED (36) Ted 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) led GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) IBd GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) OR 10--0" MAX (W/2X4) le # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 114 TITEN 2 ANCHORS TO CONT POURED LINTEL # 19W UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 I Od 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"=1'-0" Ix4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING V-O" O/C —/ --END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INrERSEcnoNTYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL I SCHEDULE E F MIN PLAN Pell, SEE SCHEDULE FOR BOLT SIZE 5 V2" MIN. EMBED. (TYP) SEE LEDGER SCHEDULE d 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT CIA, x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE 6EDGE SPACING COMK 8FACIMI A DOUBLE 2x8 1/2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2xl0 1/2" 8" O/c 16" O/C D DOUBLE 2XI O 3/4' 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 1 3/4" 6" O/C 1 12" O/C WOOD LEDGER DETAIL 10 SCALE: 3l4"=1'-0" (2) ZX4 No.2 SYP DIAG. - BRACE W/ (3)12d Q EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 9-0" TO 30'4" (1)'0C' BRACE 39-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE ® CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (AS PER--- TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X43RACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ I2d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. LOCK 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 HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32780 PH: 407-77443078 FAX: 407-7744078 www.abdosigngroup.com AA 1F. 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAF1'ING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 8134MM-2802 81111111113 BUDDIV ae X,07il SILVERADO LOT #3 BLK. #14 PROJICCT* 03719.000-03141 MODEX.: 2795-B GARAGE 811IN0: LEFT PAGE: DETAILS %150 MPH EXP. B FLOOR DECK Co 7 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16' *x 4 TAPCONB NAILS PROVIDE 2-TRUSS LAP 0 SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TRUSS ENGINE "BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-IY' D SIMPSON H6 W/ (8)Sd COMMON NAILS 2X STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12"HDG NAILS WALL / FLOOR FRAMING, , TRUSS PARALLEL TO WALL SCALE: 3W'=V-0" DBL PT 2X6 BLICNG BETWEEN TRUSSES W/ 10d @ W O.C. 1 ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER EL TI O t/�= PER ELEVATION 1X2 FIRE -STOP NI #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3l4" AS SHOWN SIMPSON A23 EA. TRUSS �ilF Jq„ NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING p ON EXTERIOR WALL 3 SCALE:34"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED NI AS SHOWN Bj ' DBL 2X8 LEDGER JIBIIIII TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8' FROM REINF PER PLAN END WI MIN 5-12" EMBED. FLOOR DECK PERELEVATIONII�I�V O t�_ IU�B..p'Ki PATTERN S PER ELEVATIIONAA 24„ M PRE-ENGINEERED WOOD 2x4 P.T, CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 12" O.C. IX2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=V-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2z6 BLK74G BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 18d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND tOd @ 3" O.C. #8 WOOD SCREWS 2z4 BLOCKING EA. BRACE. NOTE: @ TOP OF FLR TRUSS BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 BELOW x 2" LONG @ O O.C.; NI STAGGERED OFF TOENAIL INTO TRUSS W/ 4 16d O STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO CENTERLINE OFF 2x6; NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) 3/4" AS SHOWN 2X4 BRACE @ 48" O.C. wl (5)12d P-4" MIN. FROM 2ND. FLR. FLOOR DECK 0'-0" TO (1) "X" BRACE DBL 2X8 LEDGER NAILS ®EA. END LINE 2x6 CONT. W/ (8) 16d NAILS @ ST. OF FLOOR TRUSS 30'-+" TO 60-- (3) "X" BRACE PRE GABLE TRUSS "X" 8' CMU WALL TO CMU Wl 12" EXP. BOLT NI 8d RING SHANK NAILS,6 4" O.C. MAX ( BT. 2X61S FOR WALL ACE (+) BRACE CENTER "X' REINF PER PLAN AT 18' O.C. AND 8" FROM INTO BLOCKING SHEATHING NAILER) (2) BRACE DIVIDED EQUALLY 2z SUB -BAND STIFFBACK AT ALL FROM CENTER TO END. END WI MIN 5-12" EMBED. 16d NAILS @ 8" O.C. MAX UPRIGHTS OVER 4'-10" HIGH PER ELEVATIO FLOOR DEC Iq„ RELEVATION PER ELEVATION IX2 FIRE -STOP (AS PER TRUSS ENO) -xBF PLYWOOD BREATHING, SEE"ROOF/WALL/FLOOR NNLINO PATTERN SHEATHING FASTENER SCHEDULE" p V RELEVATKN PERELEVATION SEE TYP. TRUSS CONNECTORDETAIL FOR STRAPPING INFO. f24 P.T. CEILINGFLOOR PRE-ENGINEERED WOOD TRUSSES (SEE PRE ENGINEERED WOOD CONNECTION PER2x4 1x2, 2x WOOD FASCIANAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) BEE ARCHITECTURAL TRUSS MFG. MASONRY NAILS FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA 18 ® 2x SECURED W/ (3)16d ENGINEERED WOODt2o.C. GALV. COMMON NAILS. TRUSSES @ 24" O/C,EVERY I R DETAI L I F BOND BEAM REQ. BOND BEAM RED. TRUSS (VERIFY ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS1X2 FIRE-STOPER INSTALLED TOO LOW SIMPSON HETA-18 ® ` W/TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN AT TRUSSES PARALLEL 32" O.C. MAX. (VERIFY W/ TRUSS SECTION DETAIL 12" O/C AND APPROVAL SECURED WI (2) 12d's @ MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL per'+) AT PARALLEL / PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENG FLOOR TRUSSES 7 W/ HIP RETURN SCALE: 3/4"=i'-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 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE 70 BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5I8" GYPSUM BOARD OR 12" HIGH W/ 12" DIA. ANCHOR BOLT W/2" - A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH '`j. U - 990 LBS WI (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TO SLAB. SEE EMBED. AT 32" OC MAX, B - (2) SIMPSON MTS72 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE WI 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 12"GYP. WL. BD. • 0 •" AND TOP PLATE ANCHORS W/ 10d x 1 12"COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/(2)tOd's@EACH FILL ALL HOLES, DO NOT USE 10dx3" 12"x9" WEDGE ANCHOR WIT' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS C TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-1/2"EMBED. MIN. @ 16" 1 O8 10b 1 Oc OC MAX. SCALE: 3l4"= GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 TRIXSBTOPOST coNNECTro14 SCALE: 3/4"=1'-0" . a� e A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. • S B- SIMPSON HTS-20 U - 1310 LBS WI (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 59- A.T.R. TO HDU4 AND (10)1/4" X 2 12" SIDS TO POST TRUSS CONNECTION @ L.B.W. POSTTOSLAB CONNECTION SCALE: 3/4"=l'-0" A&S - SIMPSON ABU44Z POST BASE <U:1,900 G:6,660 W/ 518 DIA. x 8" EXP. BOLT SIMPSON ABU46Z POST BASE-U:2,300 G:10,335 W/ 518 DIA. x 6" EXP, BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26)16d x 2.12" NAILS TO POST. 1441.N. RONALD REAGAN BLVD. ORlANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886482E FAX: 813-8864802 aysIDI & LOT: SILVERADO LOT #3 BLK. #14 PROJECT,/ 03719.000-03141 MODE31 2795—B GARAGE EWING: LEFT PAGE: DETAILS 150 MPH EXP. B LPL G/,BLE-END HIP 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"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 CDX EXT. PLYWOOD, WITH 8d 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 @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4'.OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 ((116-20 RINGS SCREW SHANK RR INCH) 8d SCREW SHANK 2 11T 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL &TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1l2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Y C�J Z W Z O Ur W Y CD Z U =O z Z C m 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES ., . JQ Z . O 2 J Y Z U ' V1 O • 0 �. 2 N C7 . J �W a Ui Z U O e Z W Y Z LU (Wj Of Tn U W uJ V U F U U) O W a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING �. --__ k 11 BUILDING ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ERA F 1100 CBid RING SHANK GUN NAILS 0 6" O.C. IN FIELD ` CSd RING SHANK GUN NAILS @ IT O.C. IN FIELD or 8d X 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" O.7 FIELD TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHIECTURAL 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 530-13IASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pat 20 psf TOP CHORD -non-Conan'enl 10 psf BTM CHORD -no0mnpu t DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 pef W/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOPaf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: Wort UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pef. GUARD IN -FILL COMPONENTS: 50paf, PASSENGER VEHICLE GARAGES: 60psf, ROOMS OTHER THAN SLEEPING ROOM: 40pe1, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (COW -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT, 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 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE ST. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL DMED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ERA F 1100 CBid RING SHANK GUN NAILS 0 6" O.C. IN FIELD ` CSd RING SHANK GUN NAILS @ IT O.C. IN FIELD or 8d X 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" O.7 FIELD TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHIECTURAL 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 530-13IASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pat 20 psf TOP CHORD -non-Conan'enl 10 psf BTM CHORD -no0mnpu t DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 pef W/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOPaf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: Wort UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pef. GUARD IN -FILL COMPONENTS: 50paf, PASSENGER VEHICLE GARAGES: 60psf, ROOMS OTHER THAN SLEEPING ROOM: 40pe1, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (COW -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT, 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 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE ST. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL DMED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER WHETS IAMATED ON ELASTICITY - 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS SEMIS LAPPED 6INCHES AND SEALED NTH ADFESIVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TO RETENTION SHALL BE IUM USE PRESERVATIVE FORM -WORK: CORROBORATEDTETTRAHEDRAL (DOT). WOOD FOR STRUCTURAL HAT SHALL BE TREATED FFORIAOOY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF OA2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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, SE 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 WOOD COLUMNS WITH 2%STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2• CHAIRS SPACED 3'-0' OC, EACH WAY. 'N TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH 7HEATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL: REBAR SHALL BE ASTM A61S GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 08 BAR - 30" #5 BAR - 30" #7 BAR - 42' PROVIDE 36' x 36' CRER SARIS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036, AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPF14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'rPVWTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL.PLATECONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1082. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION IYY1V VNRAr : 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. '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 MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1600 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 31W COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10-.. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF S1TE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER, THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kN FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE S. Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM33, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,DDO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO OTHER BOLTS BE THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR 70 THE ADDITION OF PLASTICIZER INACCORDLL THEBOLTSWITHWASH-NUTERS NCE WITH METHNDER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITHALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING. MXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME-BTAMPED WHEN CONCRETE IS BATCHED. THE LMXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX 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 A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIM% B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.TIT FOR AND SMALLER 2' FOR M AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 14V2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATgN GRE TYPE GPACING REMARKS APRIGTI014 S2E TYPE 9PACNG REMAfM.4 I.PTFURPoNOTO CASE MAR W.O>L CAMGE OOORBUIX 1l1.OM. iAPCON MA Y 11 EMBED., P ENO DIET.,' MASONRY I CONC. NAIL 111? LONG. S- TO MABONRYA%%IC. NO WAGHER FASTENER e- 1 EDGE- GGD,AL.EXT.DOORB CASE HARDENED ODe P'QG WIND 10004I1ASTENED GAMGEDOgieUCK 11Y DIM, WI E%PANSION BOLT ]I•C2 I-ENBED.,1-1)BiT., 11 PT, GEE NOTES NAIL 11?LONG. STAGGERED INTO MASONRYIOONC. TO MA90NRYICONC. WASHER YEDGE DIET. wesxrW aucK CASE HAROE1E0 oDE o-oc wwoowmoavPASTENEo METALS To CONTACT THIS ENGINEER FOR SPACING . T, GEE NOTES N 11?LONG. STAGGERED NTO MASONiTAXINC. MASCNRYICONL. REQUIREMENTS EXT. BWWO DOOR (Y)311BD41, 'TMGV'N' 18, Q'C 111T'EMBEO, B"ENp. Nb.-.GW000 - E%PANSION PI, INC 1'EM9ED, V AND d/CI(LPT, SEE NOTES NO WpSMER F0.9TNER DUST., I -EDGE GIST. WALL TO CONC.9lAB W/WAGHER BOLT DUST., r EDGE DIRT. 1n Pr WRAON BUCK 0.138•PAF•21,5 e-dG 4' ENO, DUST., 1 t? PT TOBMEB ELCOL.9FE WIWASMER BTAGGEREO EDGE WST. NOTO 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS •e 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W INDOW 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. 1% MEMBERS ARE NAILED AND 2% MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN jEVD, ORLANDO,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA. FLORIDA 33634 PH: 81348&2628 FAX: 8134IM2802 MO BUDDM &LOT SILVERADO LOT #3 BLK. #14 PROJRCT# 03719.000-0 141 MODE1: 2795-B GARAGZ 8WING: LEFT PAGZ: DETAILS 150 MPH E)G B 45, blade V�