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HomeMy WebLinkAbout35842 Iron Redding Cta 99 2795-CAMDEN99 R, HOR110N • / • 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1- (813) 740-9720 Fax: (813) 740-9715 vb s) "THAI_L. CoMpLY WITH PREVA'1L e1"L- N ORFi�At= G CODE, IL1 a f:-rszEC ;BODE, EPHYRkiU5 ORDINANCES REvIeW N�RN11. % Of • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .ply BURMG (O, , �� �a�� •� nG�GGi. -OCCUPANCY -RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE - YB ]10CLG. DTTERtOR FD1t3H - CLA33 B -BASIC WDID SPEED - Vult=150 IIPH Vud=11e MPH ;1EXPOSURE - � _ C •2-STORY RESIDENCE - MA%. HEIGHT A9 PER LOCAL AND STATE CODES BY. AABOVE A/CAIR CONDITIONING ADC. ADJUSTABLE ALT. ALTERNATE ED B GE CL CENTERLINE CAB. CABINET CEILING CLR CLEAR CONC. CONCRETE CPT. CT CARPETTEL: C.T. CERAMIC TII E D. DRYER DBL. DOUBLE D.G. DUALD DIA. DIAMETERETER DIM DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEv. ELEVATION EQ. EQUAL EXT. EXHAUST EXT. EXTERIOR F.G FX FIXED GLASS F.G. FUEL GAS FIN, FINISH ELK FLOOR FLUOR. FLUORESCENT FRENO FTa R. FOOTINGDOIR GAR. DISP. GAARBAGE UGE DISPOSAL G.FJ. GROUND-FAULTCIRCUIT INTERRUPTER GLASS GL. GLASS GYP. BD. GYPSUM BOARD FMB. HOSE BIB HO HOLLOW CORE HDR. HEADER HOT. ar INSULATION INT. INTERIOR LAV. MUM. M.C. MFR. M . MTD. Mn. N.T.S. O.C. PL RE PIT PLY. P PR. P.T.T R. PAD. R.A. REF. RM. R.O. &C. S.D. S.H. SLIT. SHTH WIL SH SIM. SL. SL.GL, STD. SWS TEMP O . T.O.P. T.G.S. Ty?. U.N.O. V.P. w. WD. WOW. W/HG W.I. LAVATORY MEDICINE MEDICINE CABINET06/0" MANUFACTURER METAL THRESHOLD MOUNTED METAL NOTTOSCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR REFRIGERATOR ROOM ROUGHOPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLMD40GLASS STANDARD SHEAR WALL TEMPERED GLASS i PCOKF CURB TOPOFPLATE TOPS SLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WW T�ERWFiEATER WROUGHT IRON DATE DESCRIPTION CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION ft�&ft ADDED I50MENIMUM-G ENGINEERING PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2F-FRONT AND REAR ELEVATION F PG A3F-LEFT AND RIGHT ELEVATION "F" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG M1-MECHANICAL PLAN PG Di -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WAL1 ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS 01R5AS ADDED OPTIONAL PENDENT LIGWTING AT rJTCWEN 01/25/19 FI>4=D DIMENSIONS FOR STUD? AND DINING ROOM /02� REVISE &GIFT CALce ��� UPDATED LED LICsWTS PER DR HORTON 10/30/1% UPDATED LED DETAIL EUIM-ES PER DA HORTON 11/®8/19 ADDED FOUNDATION ON GARAGE GEARING WALL UPDATED SIMPSON CONNECTORS ILA. USP OAMW ADDED 50-D ENGINEERING STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 CRAD440 I'�OVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATION& SQ.FT. CALC. S 3/5/1® ADDED FRONT ELEVATION F' PER DJiFIORION BT FLOOR LIVING 2036 Ga FT GNPAGE &I9 Sa.FT. BURY 65 SGL FI. COVERED LANAI ICJ SQ FT. TOTAL 3,113 SOL FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SLIA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PS2—LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PRQCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN IM.a IN WRMEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TADS NO RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THIS DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GR]B.LVD. DRAFTING IN [5439 BEAUMONT CENTSUITE 1004 TAMPA, FLORIDA 3PH: 813-066.26FAX: 813.BB628 z o EiVTBDIV. as LOT14 SILVERADO LOT #7 BLK #13 PItonwT 03719.060-07131 IILopsmo 2795-F GAItAGE NlfrMG: LEFT PAGIM COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 2 WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 NTH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -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'%4NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 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 1.2D14) 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 ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH F' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/? THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "U 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-CIO63 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS). CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdosigngfoup.com L AA #: 000332E DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAX: 813.886.2802 Bumm as LOT: SILVERADO LOT #7 BLK. #13 P7ZOJ81CT 03719.000-07131 MODEM& 2795- F GARAGRI 01WWO: LEFT PAO= GENERAL NOTES 150 MPH EXP. B w �1 IFM--11 o'I8E88�5810 0 0 0 888E�o1�588880 io1E88888',o No n n _n25-814 0 i IS i OWNERS SUITE - c o . �1 Wall,g811010+�+++�`r-` olloI1888888E8110 o -------------------- " I I GUAT ROOM FA - Air, mm o TEMP GLAS6 m.2'O'l 1` BEDROOM YP ROOM mill ININ 1 In 0 I I' pI"G ROOM - '11 � o4 ff ^ �' • M, MW IN IS GARAGE _ p r � j IN 0 Z o 0 V-4 0 _ _ . . . .ADV. . -IN IS -17-ig 0119 1 - - -IS mm IS DI�/8808110 011888S11n , �L�IQ31�t1 II FLOOR PLAN NOTES II - ALL OR ENDIOND APE FROM FACE OF 1 W DLOCK WALL (OR COKE OF FLOOR SLAB) TO FACE OF WALL 8TID UNO. - ALL INTERIOR WALLS ARE 3)r UNO. DRYER VENTED THROUGH ROOF (VM NOT DgRIAJED. - AIR OOPIPRESDOR SET ON 44'X44' P/0UPW CCNC PAD. PAD ENGINE, 6" FROM EDGE OF STP%b=UR. - SEE OHM ON FOR GENERAL AND STANDARD BUILDING NOTES. - ALL NABITABLE ROOPIS TO NAVE ASC FAULT CIR= "TaptiE1PTER - ALL FULL M65WT BLOCK WALLS BETWEEN PILLED GE1 16 WM40UT OPENINGS AIR SWEAR WALLS. FLOOR PLAN SCALE: 1/4" , V-0" SQ.F r. CALC. S IST FLOOR LIVbIG 2,836 $a. FT. GARAGE 618 SO. FT. ENTRY 65 S61 FT. COVERED LANAI H13 SQ. FT. TOTAL 3,113 SO. FT. 0O1t'gEIlIA1DCL1�It1INOL0A08 -- tAW ttD E rOM FOR t t80O1D am O N IOWIE ME =11HIMDOW RWI® AIDTVE FDOTAItE MIN. WINDOW 1616 5 2"l-31-5 CRITERIA EXTERIOR SWING 253 5 21.6/-35la DR MIN. CRITERIA SCaD. MIN. 12 5 25.1/-31.5 CRITERIA 16010 OAD. It2 5 24B/-30.2 8010 0J.LD. 56 5 261/-320 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 001111111OLDAIDOLM SWIM AND BECAME RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO PLAN BRAdGET 4 INSTALLER SWALL CLOCKING INSTALL FLAT ELECTRICAL COX SCAR REINFORCRdG AT ENDS OF PARTITION ARIE KITC44EN BAD�AJET C3NECESSARY. 4 5RACKETS AS WALL 2"X6'X35-1/4" LOW WALL = 2"X6" STUDS • 16" O.C. W/ 141, DRYWALL TYP. CABINET SECTION A SCALE: NTS v v VARIES e OPENING DTL. BSCALE= 1,7 • I'-0" IA41 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA B: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: 813486-2629 FAX: 8134862B02 etmDm as LOT SILVERADO LOT #7 BLK #13 PROJECT 03719.00—07131 MoDm 2795—F GARAGE 8111MG: LEFT PAGE FLOOR PLAN 150 MPH EXP. B 0'-0" FIN. FLR _ 0 8 ?RD 7mltil _ V-4" BRCS. N6T. 0'-0" FIN. FLR ---__------------- - ,iH-20'-I" BLDCs. W.T. FRONT ELEVATION TEXTURED FINISW NOTE. WALL FENESTRATION FLASWWG AS PER FBCR R103A STOPS VO4M TO DQ INSTALLED PM MANIFAG71glER'S SPEOIFlCATIONS III REAR ELEVATION TEXTURED FINISH -SWWGL.E ROOF ---W LAP SIDING TYP _ S'-4" 15W2- HGT. IS"X60" DECORATIVE SHUTTER FOAM CAP ,,,,--STONE VENEER .i0'-0" FIN, FLR (MIN-) AREA OF ATTIC = 3972 SO, FT. NET FREEVENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 3972 /300 = 13.24 VENTILATION AREA XSQ, INCHES PER FT. (144) = 1906.56 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1906.56 IN UPPER PORTION OF ATTIC - 953.28 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 TOTALROFVENTSPROVIDED - 9 "AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ SIMPSON STRAP I PER DRAWINGFRAME I I l2 OUT i I PRE-ENGINEERED I TRUSS i i I I I I I I I I i i I I I I I I I BE r fFRAME MEN sm e�92�E 2X8 P.T. BM W/ J" FLITCH PLATE DETAIL I I POST jJT 4X4 \------------------------------- COLUMN DTL. A SCALE, 1/2" • P-0" ---------------- \I CORBEL 4 TRIM A' W* I FOAMCOIIWL I r r TRIMMRIFY IN FIELD) SIDE VIEW FRONT VIEW ry / CORBEL DTL. B SCALE= i" , ,•_®" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003328 WENIV DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 813886-2802 atmDIV ae LOT: SILVERADO LOT #7 BIK #13 PROJMCT* 03719.000-07131 MODMIA 2795-F OARAOR BIWVWG: LEFT PAOI M FRONT & REAR ELEVATION "F" 150 MPH EXP. B V-4" BRG. HGT0 W-4" 5R3. HGT e- FF ORIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OPF RIDGE VENT S ----------------------- ------------------ LEFT ELEVATION TEXTURENIOW 6TONE VENEER TO DE M6TALLBpD MR MANIm%cT RlR% 6pECPICAn" OFF RIDGE VENT OFF RIDGE VENT OPP RIDGE VENT OPP RIDGE VENT aEl El ------------------- --------------------------------- RIGHT ELEVATION TEXTURED FINIOW STONE V@C!R TO W WALLIND F'ER MANUFACTURER'S SPEC WATT" oS'-4" 5RG. HGT. 0'-0' FIN. FLR- --- 0 -8 MIN.) 3'-4" BF°.G. HGT. 0'-0" FIN. FLR 8E MIN.) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeMgngroup.com AA N: 0003325 IF DRAFTING BY: MOON A.B. DESIGN GROUP DRAFTING INC. 8438 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: Ilk813888-2828 FAX: 619.888.28 9 go EIxnmzv. a LOT SILVERADO LOT #7 BIK #13 PROJ=T 03719.00—07131 MODEL: 2795—F GARAGR EITaNG: LEFT PAGE: LEFT & RIGHT ELEVATION "F" 150 MPH EXP. B ELECTRICAL LEGEND DESCRIPTION TANDARD SWITCH -WAY SWITCH I -WAY SWITCH MMER SWITCH BUTTON ri 18CONNECT T RMOSTAT PTACLE (125vR0-AMP ) RECEPTACLE FITHM RECEPTACLE (EQUIPPED FAULT AMPER RESISTANT TYPE) IVV DUPLEX OUTLET(HALF OF OUTLET (RED TO SWITCH) 41: EXTERIOR WATERPROOFKNFI RECEPTACLE (GROUND FAULT TERUPTER) IOV QUADPLEX RECEPTACLE ® IVV DUPLEX RECEPTACLE (FLOOR D) 20V RECEPTACLE l4 WIRE CTOW MOUNTED LIGHT ILING MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT ODD LIGHT ALL SCONCE PRE -WIRE am BUILD LIGHT FIXTURE mnn BULB LIGHT FIXTURE AQQQ 8 BULB LIGHT FIXTURE TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN CARNET LIGHT ® x4' FLUORESCENT LIGHT (RECESSED) m k4' FLUORESCENT LIGHT (SURFACE ) 'x4, FLUORESCENT LIGHT (RECESSED) . x O GE68 LK,HT • GESB LIGHT (VAPOR "ADM; (LING MOUNTED LrvINT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY COITION) f_Q -DOX CWALL MOUNTED) Q -BOX (CEILING MOUNTED) ILNG MOUNTED FAN B FAN (l CFM PER Ea FTJ It JACK Q OKE DETECTOR (CEILING MOUNTED) ® I M ) IMEB OUTLET FOR GARAGE TV JACK PORT NOIFA • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TORE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210J2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI + ISLAND (NOT ON KITCHEN CIRCUIT) • 01814WASHER DISCONNECT TO BE LOCKOUT IN PANEL • 15ATHRDOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE M1501A OF PBCR iTN EDITION C2m1�). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERA'PTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CADLE AS NEC 2014 ARTICLE 30OA(15X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LKrHTING MUST 6E ENERGY EFFICIENT TYPE PER PEG ENERGY CONSERVATION {RESIDENTIAL ENEiRGY EFFICIENCY), tith EDITION RA04J GF COVERED LANAI j ----- -INERS ------ j PRE -WIRED SUITE CAFE CLCe FAN OPT I FIXTURE QL I I / WIF GPI 1 \ \ I PRE -WIRED \\I ------ CL S FAN \ \ \\ I ® ♦\ L_\\\ / / --_—i _______________ _J I I SD/CO \ \ ��r / 8D. r Imo— VT7----------------- Q 4'-4" W-O" GREAT ROOM VP j ,L" 1 1 \\ O V 1 Iw I I I \ 11 OER,� 20 I TED I 0 I I 10 \\ L I �I I �— KITCHEN II • / -------------_ — — L___ I r-------_ IJ MULTI-GEN BEDROOM I I � PLUMB — PIiE-WIRED `\ROOM CLG FAN LAUNDRY L 1 CLG FAN IL _ _ _ _ — _ _ _ — _ J • �. I I i € F — — — — — — — — — — — — — — — — _� Q — I MULTI-GENROOM 1® 1 BEDROOM 03 / / L \ \ L CLG FAN ( \ € \ PRE -WIRED L — — — — — — — — — — — — — — — — — J I 1 CLG FAN I 1 GFI a 44" WH ---- err 1 1 AFF. r---��\ Q ArA BOLL `�----J I \ ASRE� j ! VP — PER BLDG. WAL W SWIMOUNTED i \\ CODE 6 gp 1LIGH` JM IN ATTIC 3-CARGARAGE 1 \ � — — — — — - --' I (� \ PRE -WIRED CL& GPI OUTLET l ICLG. GPI ice, 1 'SD. \\ CLG FAN FOR OPT. I FOR OPT. 1 \� VEFIELD RIFY OPENER wr METER GARAGE DOOR I GARAGEOPENER GPI ( € LOG a GFI I / PJB. v IRRIGATION IGATION / BEDROOM ---ET ------ - • ENTRY 1 rtn (fH ELECTRICAL PLAN WALE. 1/4" r V-0" W P Panel MAIN - A PANEL: en8 Np at. brarkw VOLTAGE 120 / 240 V -1Ph MAN: 150 Amp M.C.a FEEDER: "I Ou THWN & 1-18 Cu (G) In t 72' C. OR 3-AW AL TMNN & 1-#6 Cu (G) In 1 10C. Ym• r•r r Owrt Wrb emw arm w•m i Mae wln nz t ID eat.ev Orlrnt0 t2m 1 x n2 x m wv__p tom a a e 4ew c.un m x n0 • , e PANEL -A PANEL: 42 cn. Beaker VOLTAGE: 120/240V-1Ph MAIN: 150 Amp M.L.O. FEEDER:3-01 Cu THWN & 1-R8 Cu (G) In 1 1/7' C. OR "OW AL TNNVN & 1-P8 Cu (G) in 1 1/2" C. mm r•1• Or m•er W6 grout DIr.We.. e•n r r•b wln .nneM1b2342 1 ,99ewm0 4 N0=00 2 .12 ID tm 8 n2 ;t,1 ID rw 5 e wo rvb 2 •12 1 T & e12 1 1E to t nnnwk02 1 11 12 1 n2 m is N x N16 a9Dr•rlLqrrl a AFa 11a 126 n 1s 0 , nx gRa0enM, 1. 1 DN DFl ID 1 nt n2 1 ID e.aw ew I.—AFa e I= 21 23 12 m Imo 800 3titrb Lb &rM AFq averre 8r8b AF ID 16 1 1 n2 m ID m2 eern•av lvq ,e 1 r1L s T ID two acer.r•v Deer Opm•r01 m 1 n2 awo m a, m u ,ow mn e•mr, ID , nt � a3 w al M 8 w w 2 A.A-1 —A r wS Nm aT a8 ae w a 41 3 LwOe mwmer eterererrbm/er ,6100 2Tw L••a Im bmrgtr,v ukrwm•tore r • u ns: ABBREVIATIONS: AIq: AR —T—TMEIetlD,61 N0: NOx1C0eLDENTLDAD Wh ORa1M lALLTINiFme.P,ER Telr le••eWPHl1•ereN ewr atw Per 18000MWer 1w% tww wmJwN ta2N tar MC r•• New ,orruw LOAD C/LCULMION IB WED ON MC NO"OINCIDEIT LOAD Tar f wcltl Lue wrb awu ram ttwwe Tar Arcsum Fer —„--, .,w... - 2795 awwr Lt.. me 3 W I . n. 5385 lellre 1 of 85WA.1 t St 100% 85 Tom Dnarr L", . m• &Tr18 8450 LED LIGHTING LED LIGHTING --- ` ® SINGLE LAV. @ SINGLE LAV. I MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH IIi i i '-611 1—cJ" I_611@ 04 --- �� \------------ LED LIGHTING ® DOUBLE LAV. BEDROOM V AND 03 BATH 150 AMP ELECTRICAL RISER Nor TO SCALE. A. =1111CALL MATERIAL& AND INSTALLATIONS SHALL CAMMY WITH ELECINCAL PROVISIONS OR THE EDITION (]0171), LOCAL CODES, AND ALL LOCAL POWER CO'PMK N .GunREN'QITS. D. ALL CONDUCTORS SHALL DE TYPE THMnWWN UNLESS NOTED OTHERWISE. PROVIDE 60 AMP, 00440 VOLT, I ELECTRr-& SERVICE- PISDvIDE 3 I-V2" VIA SCFEDW.E W PVC =C •2A9 ALIHIMUPI (AL) IN 2" DIA SON! CONDUIT UNLESS SERVICE R PROV ELECTRIC COMPMY. COORDINAT• COMPANY PRIOR TO DID. LED LIGHTING ® DOUBLE LAV. OWNERS BATH PROVIDE 312/0 CU, T14WN . ft CU IN 21 CONDUIT Oft 3 %0 AL, THIN . RD CU IN 2- CONOW. (024DW To TL•JUN'TNATE AEIOVE SOAR S O%1ff* Nn) COMDINATICN SERVICE MO 4NT DISCONiCT 814=14 AND 120!)40 VO n ELlCiRIC METER IN I NE U SR ENCLORM PANEL TILln10NIN SERVICE CAMLS TELEVISION ENTRANCE ENNA= ERT!"NCa EGaIFMw EOMRMENT NtERSYSTEM DODS4G TERMINAL AT LAW VOLTAGE CON NICTIONS 1 A4 CU SGROUND GROCONNECTED TO N 3 CONCRETE ENCASED POOTER STEEL PER ELECTRICAL. PROVI6100 OF THE Pmcm &U4 EDITION l201'T1 RIC F..' CIA X a PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407.774-6078 FA): 407-774.4078 www.abdealgngroup.com AA S: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. [5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 818�88-2802 SLJEIDZV. & LOT SILVERADO LOT #7 BLK. #13 PItOJL T1 03719.000-07131 MOD11L 2795—F GAlRAGE INWING: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B DA IM 07/10/20 eCALM 1/4"-1'-0• E1 ■ PLUMBING PLAN SCALE. 1/4 . P-m° KITCHEN SINK W/ YLU M1i11V li AR!)hn To AN 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA M: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8138862828 FAX: 813888.2802 SILVERADO LOT #7 BlX #13 PROJRCT# 03719.000-07131 UDDW A 2795-F GARAGR EWXtM LEFT PAGI PLUMBING PLAN 150 MPH EXP. B HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MFG. REQUIREMENTS. 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 WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TW EDITION (2011) MECHANICAL DLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL DE APPROVED UL SI CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SMALL NOT DE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL DE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FDC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6T4 EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINMG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATWING FIXTURES SHALL BE MECHANICALLY VENTED M ACCORDANCE WITH MC 6714 EDITION (20M)MECHANICAL CODE SECTION 403. 8 ALL EXHAUSTED BATH ROOMS, SHALL WAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL WAVE AN APPROVED FIRE OR FIRE/dMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE NSTALLED TO MPG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCMG DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE ALL 14VAC TO HAVE PROPER PANS W/ DRAINS ATTIC RIOR L PLCRETURN ION AND LIQUID AIR SUPPLYIGERANT LINES AIR WANDLERRIOR ItA WALL PVC CONDENSATE DRAIN LINE EVAP. TRAY SLEEVE 70 LINES BELOW BREFRIGERANT LINES TO PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FDCR 6T14 EDITION (2011) MECHANICAL BLDG. CODE SECTION W13A HVAC DRAINS LEGEND ® SUPPLY AIR DFI9USER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE" SUPPLY TRIASK — BROKEN LINE. RETURN TRLINC BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILINCs EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE CONUNITNSER ) 3/IbXU" TAFCONB SIMF4$ON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4" CONCRETE SLAB 48XI 1/4" SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4" DIA OVER HEAD • 12" FROM STRICTURE SCORIATED NICKEL C p� WASUNK LL OUNC. PLUGS pR BRONZE PL. PL. BRASS PLUG �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED H, —WADE 9240-K J06AM 560M INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V�C OPTI/SPEC Ij)FLOORR SLAB CLEAN -OUT (TYP N FIN. GRADE OR PAVING P-S"XS" CONC. FITTMG OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN ) TS 101 MECHANICAL PLAN SCALE. V4 " P-O" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407.774.8078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33534 PH: 819$8&2828 FAX: 513288.2802 U9VHDIP. k LOT SILVEKADO LOT #7 BLK. #13 PROJMCT 03719.00 -07131 MODS 2795-F GARAGE OWD90: LEFT PAGffi: MECHANICAL PLAN 150 MPH E . B Q/8" GYPSUM Bi OR 1/1" HIGH STRENGTH CLG. BOARD 5" DIA. SLEEVE, DO NOT CUT BOND SEAM - SOLID GROUT W/ CU- 05 (2) COURSE DO NOT CUT THE BOND BEAM RE5AR6 2A PIPE THROUGH BOND BEAM D1 SCALE.3/4"■1'-0" SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. PURRNGs STRIPS • 24" O.C. e" CMU 1/2" GYP. WL. BD.— WOOD BASE 2X4 TOP PLATE eER ma A. PRE -FAD TRUSS 1 IR" CLCL BO 1/2- DRYWALL SECURE ST. STUL PLATE TO SONRY on W/ N7d MASONRY NAIL 0 32" or — MAX \ 1 Ir SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. FIN. PLR T 4 I ' (a)TYR INT. WALL (NON-BRG.) 2�1 SCALE. 3/4".I'-0" PI5EFWsLA66 SHINGLES OVER W FELT PAPER OR SYNTHETIC PI®ODUCT, INSTALLED PER SECTION RIM IU ON I}" Osa SHEATHNG OR I" CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2" THICK, 2 COAT PORTLAND—J-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR'j,' — • — 0'-0" FM. PLR 4' tl a .a 9 1'-0" TYP. OH. FIBERGLASS SHINCaLEB OVER'30 FELT PAPER OR SYNT14ETIC PRODUCT, INSTALLED PER SECTION RS05U.1 ON OA.S. SHEATHING OR }" COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRIM MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2" THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY r., W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE• PER SECTION S0511 - FOR ROOF TO LESS THAN 4-.12, A 4 1-STORY HIP BLOCK WALL (2)OLIAY'ERIUNDERLAYMENT SYSTEM D1 SCALE, 3/4'.I'-0" 16 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 w AW YN. w LN r rve sLu+a � sAs LN 2B GAS LINE THRU BLACK erxa. m•.T.r FIBERGLASS 61-I1NGLE6 OVER s30 FELT PAPER OR 6YNT14ETIC PRODUCT, INSTALLED PER SECTION R905J.1 ON J, O.S$. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-01. TYR M. DRIP EDGE OA 2x FASCIA PER ELEVATIONS VENTED SOPPI7 PRE-ENG. LADLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2" THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FN. FLR.L / 6" CMU W' TNM 2 COAT - PORTLAPO comma FLA&M AITLMD vommy TO MMCNR swa TO COWWR rOw�u eTRA:i1RAl /OR IlMOI�CiT'OiT 2.6 P.T. WO ATTACMD TO /LL OEL A* FM A -FIR LT ,wwovAL Ro. eeALAM I woD sncxM a GARAGE DOOR JAMBS D1 SCALE: � 2X4 SPF 24" Or. MAX SECURE W/ !2) 12d pNAILSS 2. BLOGI AMTWEE —TRJ68E8 PER STRUCTUR DETAILS STIFFBACK AT ALL LF'RI&4 PER STRUCTURAL DETAILS PRE-ENG WC). TRUSS CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J,PER ELEVATION 5/8" GYF"SUI"1 BOARD OR 1/2 WGsW STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1EFERENCE STRUCTURAL •Ix2 P.T. FURRING STRIPS • 24" OL. 1/2' GYP. WL. 5 . WOOD BASE FIBEWBLAGO SHINGLES OVER s30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.LI ON I}" OSJ& SHEATHIFGOR }" CDX PLYWOOD SECURED PER FASTENER SCHEDULE TY MTL. DRIP EDGE o.FL 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS I/2" T141M 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Ce:T! J, 0'-0" FIK FLR tl ea a ,a W/ WINDOW OPENING -a Tl?. WALL SECTION `.l N—O OPENING 5 1-STORY GABLE BLOCK WALL \11p 1 SCALE, 3/4".I'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 6134IM2628 FAX: 813888-2802 oxmDIV. & LOT SILVERADO LOT #7 BLR #13 PROJMCT# 03719.000-07131 Impmr.o 2795—F GA29AGLEFT: MC PAGI M DETAILS 150 MZH EXP B im 2X& PT. • CONTH! OF DOOR WEAOM SECUIED W/ (U V2" X S" J-DOLT W/ 4" MIN. V'RINDMINT W/ 2" X 2' X VS' WASHER 4 NUT OR W/ (2) V2' X On ANCHOR 80LT6 W/ 2" X 2" X 1/S" WASHER " m m SECURE 2X4 ON RAT TO OL K m W/ MAOCO tW NAIL& 2X GARAGE DOM VJCK SECURED W/ (5)1/J" X On J-80LT OR ANCHOR m DOLTS, W/ 4' MIN E'11500 NT, W/ 2' X 2" X MY WASHER 4 NET. (1) WITHIN W OF TOP. (O wmam on OF THE OTM, (3)EVENLY SPACED. m OR m CIO m m m NOTES, ALL ANCHORS SHALL 8E IN ACCORDANCE TO 144"ACWNO" MSTALLATION NSTRCTI" 1,HE14E &ArA NSTALACM r AM MOUE e7flN&MWR GARAGE DOOR BUCK ATTACHMENT !GA(b VP.r— cm DRYWALL 4" OR PX2" P.T. NAILER ❑ SECURE T I PRAIME 4 EXTEND 1 Y4" INTO BLOCK ❑ W/ V TAPCONS (MIN. SWANK 812E J46 MIN. MEAD SIZE 300 MR EMBEDMENT I A' WITHIN 8" OF EACH END e 18" O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )14") DOOR JAMB TO BLOCK +3/4 OR +5/4 A w TO C +9 4 OR +5 4 N . 2X4, m SECURE TO BLOCK W/ Von TAPCONS OR (MIN. SWANK SIZE J45 MIN. MEAD SIZE 300 MIN. EMBEDMENT 1 Y4") WITHIN 8' OF EACH END 4 18" O.G. MAX SPACING. 2>(& m= SECURE TO BLOCK W/J-%' TAPCON6(MR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I An) WITHIN 8" OF EACH END a 8" CM 18" O.C. MAX SPACING J4" DRYWALL 2X&, ❑ 1"X4" OR I"Xl" P.T. NAILER SECURE TO BLOCK CABMG W/2- " TAPCONS (MIN SIZE .145 MIN. MEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4") TTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. 18" O.C. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMES JAMB (DO NOT EXCEED A") DOOR JAMB TO HLACK +1-1 2" USCALL�f TO B C t + —1 " 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 4 Nam, STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK NON-STRUCTURAL W/2-2)4" TAPCONB TAPCON MIK I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 " CMU MIN. EMBEDMENT I Y4") „ DRYWALL WITHIN 8" OF EACH END a 18" O.C. MAX 8PACMG. "X4" OR I"X2" P.T. NAILER 2X84mo ❑ SECURE TO BLOCK " SB. X 4" MIN. W/2-%" TAPCONS (MIN. SHANK SIZE." CASING MIN. FEAD SIZE 300 �4AM B ORWINDOWMIN. EMBEDMENT I Y4") H TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. 18" O.C. MAX SPACING NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLACK +1-5lylO" 1 C 2X4:m SECURE TO BLOCK W/ °Nr" TAF C ONO (MIN. SWANK SIZE .145 MIN. HEAD 812E 300 MIN. EMBEDMENT I Y4") WITHIN 8" OF EACH END 4 18" O.C. MAX SPACING. 2X&m SECURE TO BLOCK Wa-V TAPCONS (MIN OHANK SIZE .Wb MIN. HEAD SIZE 300 MR EMBEDMENT I An) WITWIN 8" OF EACH END 4 IS" O.G. MAX SPACING. 2X8m SECURE TO BLOCK W/2- TAPCONS MIN SWANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Ye") WITHIN 8" OF EACH END 4 18" O.C. MAX 6PACING. J NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-BTRUCTUQAI. TAPCCN MIN. I-X" EMBEDMENT INTO BLOCK u 8"" (.IMV ❑1S DRYWALL jrz�I"X4" OR I"X2" P.T. NAILER r-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614IM AS NEEDED TO PLUMB JAMB fOO NOT EXCEED Y4") DOOR JAMB TO BLACK +2 TO BLACK +2 1 4} 2X4m 8ECURE TO BLOCK W/Y4" ECURE TO BLOCK W/ SECURE TAPCON6(MIN. SWANK SIZE TAPCONS J45 (MIR SHANK 61ZE J45 MIN HEAD SIZE 300 MIN.R EMBEDMENT I M HEAD SIZE Yin) MIN. EMBEDMENT I Y4") NOTE: STRUCTURAL 2X WITHIN 8" EACH END • NOTE, , STRUCTURAL 2X WITHIN 8" OF EACH END e MUST BE ON OUTRIDE e 16"CZ. MAX X SPACING. BE ON OUTSIDE 4 18" O.C. MAX SPACNG. SECURED THROUGH 2X bm SECURED THNUGHI OO 2Xbmo AL " SECURE BLOCK NON-STRUCTURAL V SECURE TO BLOCK TAPCON MR IR-A" A "ANC TNK TAPCON MIN. 1-Y4" W/1-1/4' TAPCONS(MM. EMBEDMENT INTO BLOCK (MI SIZE J45 (MIN SIZE EMBEDMENT INTO BLOCK SHANK SIZE .145 MIN. HEAD 612E 300 " CM MIR HEAD SIZE 300 MIR EMBEDMENT I Y4") " CMU MM. EMBEDMENT I Y4") " DRYWALL WITHIN 8" OF EACH END e "DRYWALL WITHIN 8" OF EACH END a 18" = MAX SPACING. "X4" OR I"X2" P.T. NAILER 18" O.C. MAX SPACING 2X8=w ❑ "X4' OR I"X2" P.T. NAILER 2XSa SECURE TO BLOCK SECURE TO BLOCK 36" O.G.B. X 4" MIN. W/J-%TAPCONS MIN. $WANK SIZE J45 DOOR CABMG WA-1/4" TAPC0NO (MIN. 814ANK SIZE J45 DOOR CASING MIR HEAD SIZE 300 MIR HEAD SIZE 300 MIR EMBEDMENT I Y4') DOOR JAMB OR WINDOW MIR EMBEDMENT I Y4") DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER WITHIN 8" OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. 16" O.G. MAX SPACING. MANU"ACTURE$ DETAILS. mmr mmom rorum4Mw mo Xm oamA') DOOR JAMB TO BLACK +3" E E, . 2X4m SE�STO BLOCK W/ V (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4") WITMM 8" OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.C. MAX SPACNG. MUST BE ON OUTSIDE 4 2X&m SECURED TwRzx GH SECURE TO 15LOOK NON-6T1R UCTURAL 'lb," W/2-%" TAPCONS(MIN. TAPCON MIN. I Y4" SHANK 81ZB J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MIN. EMBEDMENT I Y4") 8" CMU WITHIN 8" OF EACH END 4 K" DRYWALL 18" O C. MAX SPACING 2X8,m ❑ I"X4" OR I"X2" P.T. NAILER SECURE TO BLOCK2X SECURE TO WA-�1(r" TAPCONBlN1M UCTU¢4LMEMBER 7:0 SHANK SIZE J45 )I2d WITHIN 8" OF MIN. HEAD SIZE 300 CH END 4 6' TO 8" O.C. MIN. EMBEDMENT 1 Y4") CASING WITHIN 8" OF EACH END DOOR JAMB OR WINDOW I6. O G MAX 6PACMG TTAC 4 TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMBS TO BLOCK +3" F TO BLOCK +" E, N. Xa"e wn r raa"o ro rtus Ors nroXm oc�A'+ DOOR JAMB TO BLACK +3-7/18" G w 7 c +3-7 S" E, 2X4m SECURE TO BLOCK W/Y4" TAPCONS (MIN. SWANK 612E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4") WITHIN 6- OF EACH END e NOTE: STRUCTURAL 2X 18" O.G. MAX SPACNG. MUST BE ON OUTSIDE 4 2Xb,m SECURED THROUGH SECURE TO BLOCK NON-STRUCTURAL94„ WA-1/4" TAPCONS TAPCON MIN. I A" (MIN. SWANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD 612E 300 MIN. EMBEDMENT I Y4") 8" Cm WITHIN 8" OF EACH END 4 K" DRYWALL 16" O.G. MAX SPACING. ❑ I'X4" OR I"X2" P.T. NAILER 2XSm SECURE TO BLOCK " P.T. X 4" MIN. 14/1-1/4" TAPCONB CASING (MIN. SWANK 61ZE J45 MIN. HEAD 61ZE .900 MIN. EMBEDMENT 14.) DOOR JAME, OR WINDOW WITHIN 8" OF EACH END a TTACH TO 2X PER is" O.C. MAX 8PACNG MANUFACTURES DETAILS. NOTE, SWIM A8 NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4") DOOR JAMBS TO BLACK +3 3/4" H w To +3 4" T . 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 81341188-2902 aUBDIV & E SILVERADO LOT #7 BLK. #13 PROJECT 03719.00 -07131 MODNIZA 2795-F GARAGE EWDM. LEFT PAGE: DETAILS %150 4RH E B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMB WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 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 2027 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL.12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL815353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2027 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-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 7630.2-117 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 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 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17902.1 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 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION, REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/17/2020 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX:.813886.2802 04 T: Irm SILVERADO LOT #7 BLK 13 7199..060-07131 MOD 2 - F GARAG= IsMU41d3 LEFT ]PAGE@ PRODUCT APPROVAL LISTING 150 PH EXP. B PR BFORMED CONTROL JOIN PLAHGO OP C0NTRM JOINTS Z BE WINED TIED TO LATH • V OG MAX (VMRT.1 Harm, DO NOT PAeTl1I CONTROL JOINT TO WALL EVEN IP STUD EXISTS ]BEYow Eclial GTAPLee W( Ilia LEG MAY W USED TO T". SECURE CONTROL JOINT DURING INSTALLATION -\ PASTOMERS TO WE SPAAACCEDD��� • T' OG. MAX VERTICALLY/ j• lm 3 COAT CEMENT PLAl1'MR WRO LAYER 4. FORTIFIDER ]BUILDING PAPER APPROVED METAL LATH F.ASTOW *T (VERTJ O.C. MAX AT SIPPORT6 WPM LAYER -I, STUCCO WRAP WOOD SHEATHING \ LATH SMALL NOT LI Fa .• v CONTINUOUS .• m r MlhL TW CONSTin JOINTS CONTROL \ JOINTS BUT SMALL 0O STOPPED AND TRW AT EACH SIDE PER ASTM 0I069 E 2X4 BLOCKING TJD14 PLACED PLAT MAX 6• TO 6• FROM CONTROL JOINT WHEN CONTROL JOIN PALLS ON Nam \ L PASTENERS FOR LATH TO Of NAILS O / STRUCTURAL STUD, 6TAPLN6 IN C 11PLIANCE W) A61M CI063 2. WIRE 1166 TO (NO. OE 10) VA41*' WIRE 3. BLOCKING MOWN MAY OO IN ACOM \ TO WALL STUD& ROMPIED PER PLAN / OLHOLD aw,w.PT.A OL FOLD NNAM - R.A H. CIIAOt . Pr. 6 A Q4/t. PLC OL (IOW NMAIO. Fr. A .XILO w � ® lF0.D NN,110.PT.A 1 CRtw . PT.6 A CNIAK. Pr.G 4. POW FT. C OAR Pr. oOITOM N.•tIHITCLICIQp Att !CROW ~ANOW LIA7la TUNr IWAL. FCLD.I:a on art. 3 COAT CHIT 40AMIX VP 2 MAT MALL RJAMNS TM MAIJ. NIIIreOT1OU Nam APPROVED ]BULONG WRAP SHALL BE LAPP80 A MINIMUM OF 6' • ALTrICAL LAP6.(POLL ENDS) a 6' • MORZONTAL LAPS. ALL OR" NEW TO ISO TAIBD WITH FOWMM SHEATHING TAPE / r nN LIP . MRTAL urN \ LATH VERTICAL LAP TO ME I' METAL LATH IT tff WRS LAYER 4, STUCCO WRAP GU LDINNG PPAPERPORTIPIGMR / 2 SCALE,,I VJ••I'-0• ® KICKOUT DETAIL P Mai LAT L.M. 4. O l ILL LAP Nam, SIDS LAPS OF METAL PLASTER OASES SMALL BE SECURED TO FRAMING MIe'meJee. THEY SMALL BM TIED BETWEEN SUPPORTS WITH 004T0-N. (121-MM) WIRE AT INTERVAL& NOT MOM THAN S' (221-M11 AS Port ASTM 0063 TN. FOR REPAIR OF TEARS IN WPM LAYERS, TEARS MAY Oe PATGED WA40LW WRAP TAPE PER MANF. SPEC. OR Pea a STICK WOOD 67W SHEATHING TN PLAS�D COAT CEMEM METAL LATH WR]B LAYER 4. POPITI ll ER ]BUILDING PAPER WOOD SWEATHINGOR CMU WRB LAYER 01, STUCCO WRAP(FRAME ONLY) THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2-1 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED Z 5"X5" 'IL' TYPE L Z CONTINUOUS GALV. METAL = z FLASHING (NAIL TO ROOF DECK, NOT WALL tO AlfbLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CUT AND OVERLAP ONE GIVE OP / SELF-ADWERING MEMDRANF -! FLASHING STEP h CUT AND OVMPLAP ONE SIDE OF MEMBRANE STEP 0GELF-ADMIERING FLASHING Iucco ~ WI! LAYER a. POW" 1131 - BUILONG PAPER METAL LATH 6'x6' SELP-AVHERNG MEM]BRME PLASWNG OVER 4•x4' SELP•ADWERSO M'EMeRArE INSTALL FASTENERS (CLIPS. FLASHING OVER APPROVED STRAPS. STAPLES) A& MOM WRAP. RMOUHOD TO SECURE PI_AeWING TO FyeMen ONTO IMP! lam WIRE TO PRN'7N4 Ili• COW. OeAD OF SEALANT INSTALL APPROVED MOUSEWRAP AIR INFILTRATION ]BARRIER OVER WMATMING SECTION PER SECTION RT03.I Ezmrlor hlhkw and dasmnrm Exte i r uaa of Portland comm Plaemr ahaH comply with ft application n M—onm of ASTM C 92612A. Inamllalm of azmrlor lathing and forming ahali—Ply with ASTM C 1083-12A TAIL ( LEGEND DRAINAGE PLANE ( WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING METAL'TT STUCCO /1 X—X—X—X 5ELF-ADHE51VE FLA5HING — — — — — — NOTE - METAL LATH: LATH TO 5E PER SECTION R703.11 / A5TM C-641-013, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32760 PH: 407-7748078 FAK 407-7744078 www.abdosigngroup.com IIII AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: SSSS86.2802 MO anmDIaI IA01`. v SILVERADO LOT #7 BLK #13 03719.00 -07131 MODEIA 2795-F GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 4RH E B INSTALL 6" SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(W AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6ECILIEN E OF FLASHING TO BE, I. BOTTOM, 2- SIDES. S. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO ISE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT-APPLYSEALANT ALL JOINTS AND INTERSECTION6 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON SI 411 CAULKING • JOINT ALL AImOUND PER SECTION R703.7 Exterior lathing and plastering 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 1D63-12A. WRB LAYER 11, X. 6TUCCO WRAP I HOODED VENT i" THICK, 8 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, POWnPlISER BUILDING PAPER WOOD 61-1EATHNG DRYER VENT (FRAME) WOOD SFEAT14NG WRB LAYER M, STUCCO WRAP WRB LAYER Q, FORTIFIDER BUILDING PAPER WOOD C "TUCTICN METAL LATH 6' CM 7 VINYL CA6NG BEAD 6• WAGED, , BAND XV tW- L 6" WIDE STRIP 6ELF AD4ESIVE PLASWING, CLEAN MASONRY BEFORE APIN.YM Z R.AOWNG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED TAW/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING METXL' E STUCCO X—X—X—X SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-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 PREMANI.F. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 9 DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATWIWa WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J" THICK 3 COAT CEMENT PLASTER Y6" TO Yd' MID -WALL WEEP SCREED AI&" SELF-ADHESIVE FLASHM BUILDING PAPER WOOD FRAMED OVER "QUICK FLASH" WALL _ �_ HORIZONTAL WEEP SCREED PIPE FRAME TO FRAME I ALL 6" 6ELF ADHESIVE FLASHING (MSTALL PER MANUF. 6PECS.) BUILDING PAPER UNDER "QUICK FLASH" CUT OPENING IN APPROVED HOUSEWRAI FOR DOX INSTALLATION -' VENT PENETRATION I WRBLAYER 01, SCALE, NTb. STUCCO WRAP —_(11 rn 1 WOOD SHEATE ELEC. METEI VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYELEND FOAM "" "' &" 1�" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADED" FELT-PROVI SEALANT Al JOINTS AND NTERSECTIC WOOD SWEATWING RB LAYER 9, STUCCO WRAP WRB LAYER Q, FORfIFIBER BUILDING PAPER METAL LATH GON6TRUCTION -PMIOH .00D . • f FASTEN TO WOOD STRUCTURAL MEMBER • T• OG. MAX 6• cru V TO A" I!ML-AALL EJ f= 61 WIDE STRIP SELF ADWESME R-AGWNG, CLEAN MASONRY BEFORE APPLYING 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP *1 STEP #3 STEP 0 STEP No OELECTRICAL RECEPTACLE 1A41. N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngmup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 3004 TAMPA, FLORIDA 33OU PH: 8U.3.886.2628 FAX: S1388662802 eFT9DIV rk LOT: SILVERADO LOT #7 BLK #13 PROJffiCT 03719.00-07131 HOD 2795-F GAP.AG M OWING: LEFT PAGM WALL ASSEMBLY DETAILS 150 M H EXP. B WOOD SWEI WOOD 0"TFIUCTION 34" WAT CHANNEL- "' TYPE "X" DRYWALL WOOD SHEATH" . WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER aASTER3 COAT CEMENT 6" OAF. • TOP OF WEEP SCREED TO BHEATHNG BEHIND WEEP SCREED 4" POSITIVE DRAN WELD SCREED 6" SELF-ADHEREING PLASHING WRAPPED • TOP OF WEEP SCREED TO 814EAT14M BELOW - WRB LAYER 1, STUCCO WRAP WRB LAYER 42, FORTIF BUILDING PAPER - 6" SELF-ADWEREING PLASHING WRAPPED • CORNER OF CANTILEVER 4" POSITIVE DRAIN WEEP SCROD NO GAP IN FIELD -� (6WOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1 A DTL. ® CANT. SCALE: I IR"•I'-4)" NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE61STIVE BARRIER 1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL I BARRIER Q �- P THICK, 3 COAT CEMENT VINYL CORNER DEAD 4" POSITIVE DRAIN WREP 6CREEn VINYL CASING BEAD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BID" TYPE "X" DRYWALL METAL LATH PLASTER 11D DRIP EDGE INSTALLATION WOOD CONBTRUCITON RESISTIVE 1 RE618TI VE -2 x4uJi" THICK, 3 COAT CEMENT PLASTER BID" TE "X.DRYWALL i METAL LATH W/TE 4 PAINTED ! WOOD SHEATHING FINISHED " THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CARING BEAD -� L NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCES80RIE8 ONLY) @ma E- INSTALLATION EXT. WOOD PRAMEC WAU SUD-FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARKER 1 WEATHER RESISTIVE BARRIER Q J" THICK 3 COAT CEMENT PLASTER METAL LATH WOOD BHEATHING— EXTERIOR GRADE DRY WALL J" THICK 3 COAT CEMI PLASTER VINYL COPINER MAD LNO GAP IN FIELD (614OWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CANTILEVER DRIP EDGE LEGEN DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER 5UILDING METAL' IM STUCCO WOOD SHEATHINCz c x—x—x—X SELF-ADHESIVE FLASHING: — — FNIS14 LAYER (2 LAYER PEEL 4 STICXV 6" PEEL 4 STICK • DRI� L EDGE TO jjY�� DECK I JVXI V4" P.T. OR SNMULATE.D WOOD (TREX) FILL CONTINUOUS WATER PROOFING 16t 1 LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL 4 STICK • DRIP EDGE TO DECK Y4" GAP FOR BACK6Ig/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK? 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH ;" THICK 3 COAT CEMENT PLASTER VMYL COIeNER BEAD VINYL CASING BEAD ---' 3" X 3" 26 GA CsALV. METAL DRIP EDGE SET N PULL IBM OF SEALANT,J'i" MN. SPACE FROM DRIP FACE TO TREX Y4" GAP FOR BACKER ROD 4 SEALANT VINYL CARING BEAD WEATHER RESISTIVE BARRIER 1 WEATHER RE616TIVE saw BARRIER 4 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3" X 3" 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )S" MN SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J" THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SWEATHING WEATHER RESISTIVE DARNER 1 WEATHER RESISTIVE BARRIER 4 4• POSITIVE DRAW WEEP SCREED BALCONY DRIP 11 EDGE INSTALLATION I 4" GAP FOR BACKER ROD 4 SEALANT — WATER PROOFING lot—' LAYER (2 LAYER PEEL �Ld11f✓ ./ 4 STICK)a4i PEEL 4 )LUMN SHEATHING FATHER I011E818TIVE ARRIER 1 EAR RESISTIVE ARRIER -2 SAF. \ -EEL 4 6TIf.IC 1 J6"x3" "L" PLASHING FULLY EMBEDDED N ROOF CEMENT I Y4" X 3" 26 GA GALV. METAL DRIP EDGE SET N PULL DIED OF SEALANT,15" MN SPACE FROM DRIP FACE TO TREX 4" GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL BID" TYPE "X" DRYWALL WREXTURED 4 PAINTED FINISH J" THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 42 EXTERIOR COLUMN COLUMN SHEATHING 6" 6AF. I fi"W "L" PLASHING FULLY EMBEDDED IN ROOF CEMENT I JS" X 3" 26 GA. GALv. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Ji" MN SPACE FROM DRIP WATER PROOFING Mt LAYER (2 LAYER PEEL 4 STICK) WRAPPED Fia71'7 BALCCHY DECK TO CANTILEVER J" THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF 7N OF VMYL CASING BEAD J SEPARATE ACCE86ORIE8 ONLY ONLY) BALCONY DRIP 11C EDGE INSTALLATION � COLUMN (W/"T." 6'T.ACUTATn) 2x FRAMING MEMBER J" THICK, 3 COAT CEMENT PLASTER COMER BEAD FASTENED TO SHEATHING ® 7 O.C. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WR5 LAYER 02, FORTIF15ER BUILDING: PAPER 14 A CORNER BEAD @) FRAME 1` 2 1/2" Ile- CORNER BEAD (FASTENER 4 SPACING 0 'III O.CJ CMU %" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY q/ � R�CORNER BEAD � BLOCK WOOD SWEATWINds WINS LAYER 1, i STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDIWx PAPER ; METAL LATH J" THICK, 3 COAT CEMENT �1!5 PLASTER 6 "SELF-ADHERI FLASHING DRIP CAP WINDOW FLANG WRS L YI S7 WRB LAYI BUILDING METAL LA J" THICK,: PLASTER 6"SELF-< FLASHING DRIP C WINDOW 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) WOOD SHEATHING: tWRB LAYER s1, STUCCO WRAP WRB LAYER j12, FORTIRBER BUILDING PAPER METAL LATH (EXPLODED u THICK 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-77441078 FAX 407-774.4078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134186.2628 FAX: 8138862802 aVHDIV. & TAT: SILVERADO LOT #7 BLK #13 PROJWT# 03719.000-07131 maDEJts 2795-F GAXAGE awIIdG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B Y4^ GAP TYP J" THICK• 3 COAT CEMENT i" THICK 3 COAT CEMENT WOOD SHEATHNG CASING BEAD PLASTER PLASTER To TRIM METAL LATH � IX TRIM MEMBER ' � SEALANT METAL LATH WRB LAYER 01, STUCCO TO WRB LAYER 4, FORTIFIBER s s STUCCO WRAP SIDING TRANSITION WOOD SHEATHING BUILDING PAPER WRB LAYER rl, FORTIFIBER $ SIDING WOOD SHEATHING i i a•.n s t i / BUILDING PAPER I WRB LAYER 01 i WINDOW FRAME A( METAL LATH STUCCO WRAP / WRB LAYER 02, FORTIFIBER WRB LAYER 01,BUILDING PAPER 1 �• THICK, 3 COAT CEMENT i WRB LAYER *2, FORTIF15ER STUCCO YE, PLASTER BUILDING PAPER STUCCO WRAP ; E-Z BEAD VINYL CASING (W/ale" FLEXIBLE PVC BACKER ROD) ; b"SELF-ADHERING , CASING BEAD METAL LATH , FLASHNCs all, THICK 3 COAT CEMENT FL SHING OR PEEL VINYL ANGLED EXPLODED FLASHING OR FEEL 4 STICK CASING BEAD f VIEW FOR PLASTER SIDING TO STUCCO 1 WRB LAYER 01, STUCCO WRAP, CLARITY) I WRAPPED AROUND FRAMING ; CASING BEAD I MEMBER ; DRIP CAP 1 (CROSS SECTION) i b" SELF ADHESIVE FLASHING WRB LAYER M, ; WOOD SHEATHING WINDOW FL STUCCO WRAP "" ; 2X FRAMING ; VINYL ANGLED BEYA WOOD OND MEMBER DETAIL BELOW EXPLODED wow«6A FOR CLARITY WIM LAYER 02, POWIP15ER � i �� �61envE BUILDING PAPER �"TIVE V'' // \ --- — METAL LATH = ``;. , j�xLAraro /�i ,J \� -f --------------------------------------------- ----------------------------------------- ------------------------------------------------ Ij" THICK 3 COAT CEMENT ; ,,�� PLAGWM ` WEATHER IYE616TIVE Y4" CHAP TYP "THICK, 3 COAT CEMENT PLASTER �♦ \ eaaEeR•1 :' CASING BEAD PLASTER ' eTaveR eTroP "A'AR �°16t1 BAIE % SEALANT TO WINDOW METAL LATH b"SELF-ADHERING ;� J 1 \I \\ weR� ; , FLASHING GALV'D METAL \ *r FLA64M I WRB LAYER 02, FORTIFISER DRIP GAP ='RA i BUILDING PAPER 1 1XV ; WINDOW FRAME WINDOW FL� I WOOD SHEATHING QAfiNS CASING BEAD C9) WINDOW �� FRAME, W/BAND) `:� GAP WA; OR 15 C , A�V� 6BALT AN CASM SIDING TO STUCCO WRB LAYER 01, ® BLOCK TO FRAME STUCCO WRAP ' WOOD SHEATHING 9 TRANSITION b' WIDE FEEL t STICK I OVER FLANGE WINDOW FLANGE ; METAL LATH NOTE: i E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER SECTION I 2X FRAMING (W/fie" FLEXIBLE PVC— BACKER ROD) I RVd3.i.1 / A YARD C UTILITY O MIN. 2.5 L -APPLY FULL BED OF SEALANT BETWEEN WRB LAYER "I, MEMBER Srucco WRAP WOOD SHEATHING PER SQ. YARD (UTILITY OR NOMINAL , LATH DOES NOT MEET SPECIFICATIONS) BUILDING FLANGE 4 BUILDING WRAP WRB LAYER 02, FORTIF15ER WRAP BUILDING PAPER ; WOM Ol"jF1lanON ''-------------------------------------------------------------------------------------------------'', WRB LAYER 01, °"°'�WOOD _ MA°'$"'"� THICK, 3 COAT CEMENT STUCCO WRAP moio /� I WBATH6RrE=616TIVE PLASTER weATFEa 1ablenvE -�� '\ •°"MK ABOVE 'FMM -1 TO ° E Z BEAD WINDOW CASING i B 6mm -t / OF •z• FLA6HRJ6 WRB LAYER *2, FORTIF1BER �'i�6x'IQE e i I 16 VE A VINYL ANGLED BUILDING PAPERBAWER -2 , CASING BEAD METAL LATH \ _ VINYL CASING BEAD ' 6rA1crelesTRIP \\�� " THICK, 3 COAT CEMENT (EXPLODED 41ALVt Mere, �- ' WEATNeR W616TIVE VIEW FOR PLASTER =• BAPPM-1TOLAP LEGEND CLARITY) w'�Oo6' Q"•i`m x E.z BeAo Vam CASH x •� y Areo OP DRAINAGE PLANE (WRB (wv FLEXIBLE PvG � ` , TTtlI'I t'E'e>6t DACK RROD) / _,p LAYER 01, STUCCO WRAP) WRB LAYER 02 ORAPPPIOV WAL41 T (FORTIFIBER BUILDING CASING BEAD ® RAISED BARER -r BAD �616r MET,d�AEM X—X—X—x ew"Tw"AMM I��E616TI B-Z � t� �� BAND (FRAME) "°°' Srucco 1 ry SIDING TO STUCCO ATM "61STlrE SCALE: 1 i/2"=1'-0" ® FRAME TO FRAME aamdMa WOOD SHEATHING TRANSITION 19 SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGJBLVD.ORLANDO,FL32PH: 407-7741S0FAX: 407-7744www.abdeelgngrouAA M 000332 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81341852626 FAX: 6134IM2802 muBmv. a LOT SILVERADO LOT #7 BLK #13 PROJw 03719.00-07131 MODETA 2795-F 6AFL&GE EWnC(i: LEFT PAGE WALL ASSEMBLY DETAILS 150 MPH EXP. B WTALL 6• PLAGWINS OVIR NALNO KANW AT JAMW 'J'4-OR,MILY — OLtlEWRAP !OR JCK RAP IlDW L HEAD TOLD NOLMEw H AT JAFIB 4 K.OPE BILL RO. TO EXTIBRIC Ll STEP 2 EXTEND RABNN6 MN P SLLOW GILL MIDO N.E KAWNG DO NOT REAL SOITOM MN STEP 6 ALION PLAWND w Kr. WON OP BILL RO. FRQYNICALLY AOM PANMO Boom fG1P NAIL& GTAPLEA! "TALL OLPONT R.EXWRAP AB n PLAWNO AT TI* WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS L IT 16 n& CONTACTORS W6PLNMLTY TO VERPY TL! CQTPAflmn r OF ALL PRODUCM MCLUDINO WBUlEWRAP, IEALNRB A LLO BP•A X4Wt RABWNO MA71BMAL6. Ou"a C"TRICTIOM 7. WALL ALL 11ATERAL6 PER" ACTURERM WR rrrEN SPOMPICATION6 WAMkIAL SEAL*" MAY REACT ADKRILLY P NOT C MPATIOLE. F N AND BEAT- JAMD TO BILL JOINTSWITW Ims FOLLOWING COIMPLETION OF IOR RETROFIT WORK MR SCHEME BROWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITW EVIDENCE OF WATER INTRUSION OELOW THE WINDOW OPENING eEAL INTERIOR PERnteR OP WINDOW ITW SEALANT 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.00m AA B: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 8132&2802 BXMDM a. I.OT SILVERADO LOT #7 BLK #13 PROJ=T 03719.00-07131 UODEIa 2795-F awItAG EFT�G: PAGI&WALL ASSEMBLY DETAILS: WINDO FLASHING 150 MPH E . B P3tII�1T 07/10/20 DATA: BCAXM- 1/4"=1._0" eIimm WA5 I 1 1 I I l 1 1 —2x6 SUB-BANb W/1"x4" NOTCH END, WRAPPED IN PEEL 4 STICK . 1/8" TEXTURED FINISH m WOOD 1/2" TEXTURED FINISH s CMU J METAL FASCIA i' WRAP Yas" FROM STUCCO, I" FROM V WOOD WALL I C-X EXTERIORR WALL (FRAME OR CMU) \� NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®PLAN A �zl ©LAN 8 /-1—ROOF KICK OUT REMOVED 11 FOR CLARITY ROOF DECK(BEYOND) ,— �4ORIP EDGE, I,,OFF WALL VNOT INTO STUCCO) — ;i/8" TEXTURED FINISH WOOD, 1/2" TEXTURED FINISH o CMU —2x6 SUB -BAND W/1"x4" NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 11/8" TExTURED PINIBH • WOOD, 1/2" TEXTURED FMIS 4 a CMU METAL LATH W O8HEATWING WRB LAYER 01, STUCCO WRAP(FRAME ONLY) WRB LAYER n, FORTIFIOER OUILPRJI's PAPER (FRAME ONLY) ROOPING CEMENT DRIP EDGE METAL KICIG OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -27" SCABBED TO TRUSS W/12d NAILS 6"-8" O.C. MAX. 2x SUB -BAND W/%"x4" NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x l7���x x x x x KAtc x SUB BAND DETAIL ® WALL W/KICK- OUT 01E OR CMU T 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/t�"x4" NOTCH 0 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 14/1�"x4" NOTCH a END, WRAPPED IN PEEL a STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA 0: 000332, IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 813-088.2802 Ot I IDIV. On LO SILVERADO LOT #7 BIX #13 PROJECT#t 03719.000-07131 YODima 2795-F GARAGE! NWING: LEFT PAGR:WALL ASSEMBLY DETAILS: SUB -BAND 150 MZH EXP. B 50'-0" SLAB o'-o" TOPOF- CC� T-6" 27-2" 54rq- - — — TE-1 — — — ` fFWiC 4'-5"\`\ 3'-2" 3'-2" 10'-3" 8'�I" F2-30XL301 I \ _ \`\ I SLAB w I\\ LL a¢ wl CHASE F1-30X30 i �i `\\ 1 -31/2+ L) 1" PVC CHASE O d \`� \`\ FOR ELEC. l� — EXTEND FM-16Xi8 Lu O ``\ ISLAND Y SLAB i 1/2" LL F \` \% f ,., ``` -- TOP OF$ SLAB mI 0 \ ` 12 \\`\ 4 IX •I 20'-8" 29'-4" I .I I ' b TE-2 — — � I• i L---- TE-2 e 7 -51/2+ 5 2•.3" IN ,., �j O °D 18'-t 0" 10'-10" I '• �I EXTEND ( , SLAB 1 112" 11 I ul N ,., L_ FM 16X18 o � I IX Fi-241X24 •� c ill FMC-18Xi6 ,I.2. 3,_0" I I I 4" INC.CO SLAB 18'-0" 2'-0" 10" 1,_g„ 8'-0" 4 2 4 a (m a W Im I 7.1 O 0_ w m� FM-1 18 tJi� I 111-0" 3'-4" FM-16X18 -71/2+ q 1.1 Y F1-24X21 — — — — — — — FM-18X18 — — — — ro L' TE-1 20'-0" 9'.4" T-8" 13'-0" 50'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.OINDICATED #8 BAR, GINDICATES #6 BARANINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5.13, USING: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 I/Z' 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 LONG FM-1608 16" CONTINUOUS 18" - (2) #5's FMC-l6xl8 16" CONTINUOUS 18' - O s #51N CURB VARIES F1-2424 24" 24" 17' 'S (2)Ws (-)8" BELOW GRD TE-1 6" SEE PLAN 8" - (1) s _ (-Xy-q•' TE-2 8" SEE PLAN 1' CWC-12X12 17 CONTINUOUS 17, - ) s #6IN CURB VARIES F130X30 30" 30' 17'(3 #5's (-)8" BELOW GRD F2.30X30 30" 30" 12" (3) #6's (1));. ' - 17' BELOW GRD FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1441. N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407474.4078 www.abdeslgngroup.com AA #: O003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134i86 2628 FAX: 813.886.2802 sysD:v ac LOT: SILVERADO LOT #7 BLK #13 PROJMT 03719.00—07131 MOD295—F GARAGE s'WING: LEFT FAG]& FOUNDATION PLAN %150 MPH EXP. B 07/10/20 r:,,S . 1/4"=1'-0" 1 3(r MIN, EACH WAY MONOLITHIC FOOTING i STEEL REINFORCING IN GROUTEDSTEEL REINFORCING IN GROUTEDCELL SEE PLAN FR SIZE AND ¢ aCELL SEE PLAN FOR SIZE ANDSPACING REQUIREMENTS SPACING REQUIREMENTS rl —W�:. r._.. GARAGE DOOR U,1rRECESS . CL`I FM6' O CMU WALL OVJ" Z CMU WALL • I r ///''' CORNER BARS, SAME SIZE AS LARDER BAR I ,( FOUNDATION WITH LEG EACH 4 W = 6+ IL p TOP TR OF SLAB 4— TOP OF SLAB W IN {1lry WAY AT ALL CHANGES IN DIRECTIONS I ., SO THAT THE STEEL REINF. IS CONTINUOUS fD .,) MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • a EXT. PORCH SLAB SEE SLAB SCHEDULE V CHAMFER (1-STORY) EXT. PORCH SLAB (-1 VARIESi, SEE SLAB SCHEDULE TOP OF GARAGE 7- ICI Ig a CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY �UNITS SET '- Zip, AT ELEV: W/ 1/1" ISOLATION^6' (WHERE a • CHAMFER (2-STORY) W/1/2'ISLATIO6' 4"CHAMFER (1-STRV)JOINT CHAMFER (2-STRV) APPLICABLE) i - SEE SCHEDULE !#7 JOINT (WHERE APPLICABLE) i • i EE SCHEDULE a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR VVAD, BAR SIZEDIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), ONO iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3a"=1'-0' 2 SCALE: � GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON HEIGHT NAILS, 2-ROWS, 4" O/C VERIFY HEIGHT BTM. HEIGHT NAILS, 2-ROWS, 4" VERIFY HEIGHT O/C BTM. LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W 2OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W/ SYP WALL W/ SYP No 2 STUDS SEE CI a ( No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE > tp NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/7k9" WEDGE ANCHOR W/7' BTM. PLATE TO BE PT. O a SECURED Wf 2- PART TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL TOP PLATE SECURE BT. PLATE TO 7' CAPPED 0. g EPDXY. MIN. EMBED I PLATE EPDXY 5.1PY' EMBED. MIN. 16' OC SLAB /10d NAIL 16W ' O/MASONRY C STAGGERED. GALVANIZED PIPE Q 6', UNO SIMPSON SPH4 OR SPH6 MAX. ADDITIONAL METAL W/FLANGE Q BASE O FOLLOW ALL MANF. BTM AND TOP PLATE CONNECTORS NOT IY SPECIFICATIONS FOR ANCHORS W/ 1Dd x 1 1/2' REQUIRED WHEN NO R _ USE AND PREPARATION OF COMMON NAILS FILL ALL to p� UPLIFT IS PRESENT. in 8 HOLE. HOLES, DO NOT USE tOd W W Zcr x Y SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO Q Q SLAB W/(4) 1/4" X 21/a" p +- a -a' r- 0'-0' TAPCONS QUO TOP OF SLAB �� a • TOP OF SLAB\, Q Q' _ •.°-��a. 'a 4' CHAMFER (1-STORY) •�— ° .—; 6' CHAMFER (2-STORY) - EQ. EQ, SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WAD, BAR SIZE FOR WAD, 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 7 scALE:3a"=,'-0" (W/ UPLIFT) SCALE: 34"=T-0" (NO UPLIFT) scALE:3/a„=1'-0" scALE:3/a"=,'-a' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN El la CELL SEE PLAN FOR SIZE AND Him SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i_ WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE �- BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL PROVIDE DBL TOP PLATE 16' O/C STAGGERED. a m U i ADDITIONAL METAL CONNECTORS NOT -3 CL REQUIRED WHEN NO UPLIFT IS PRESENT. CL 8" CMU WALL a..i 6" VARIES POURED LINTEL CONT. (TYP.) 'Ca.. 8'CMU FILLED CELL (TYP.) _ 3• 8• I - TOP OF SLAB • ,/T",'�'�`—`�` - 6EE SLAB SCHEDULE 2X WALL FRAMING w a-0' TR OF SLABa• 1�1 {/ SEE SLAB SCHEDULE 1/Y' DIA SIMPSON STB2 BOLTS S' MINIMUM EMBEDMENT INTO g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND IS" O.C. VERTICALLY MAX °# POURED MONOLITHICALLY WITH ,��� iL. _- FOUNDATION AND SLAB SEE SCHEDULE y SEE SCHEDULE 10'SCONG m E FOR WAD, BAR SIZE / FOR WXD, BAR SIZE AND BAR QUANTITY L ✓ AND BAR QUANTITY SHOWER RECESS FOOTER INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 12 SCALE: V=V-0" 9 SDALE:34"=,-D' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/C'=V-0" 11 SCALE: 3l4"=1'-0 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com L AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813486.2628 Ilk FAX: 81326.2802 9VHDIV. ac LOT. SILVERADO LOT #7 BLK. #13 PROJECT 03719.00-07131 MODEL 2795-F GARAGE INVINa: PAGE: LEFT DETAILS %150 MPH Elf. B JUL Dp ZN 07/10/zo SICAL111a 1/4"=1'—O" 81CI ET S1.1A 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdosigngroup.com L AA N: 0003325 DRAFTING BY, A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134BW2628 FAX: 813588.2802 BVHDM 4. LOT SILVERADO LOT #7 BLK. #13 PROJWT* 03719.000-07131 monnu 2795-F GARAGE BWMWG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = 1'-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM VARIES PER ELEV. Z .e -4,.. .. 'I •n �O CLEAN OUT REQUIRED K - FOR INSPECTION I ;* .I'. - 0'-0' FIN. FLR. TIE ERTICAL REBAR e TO HORIZONTAL REBAR W/ 10" HOOK K > NStZEMBARDIA.Z HORIZONTALNERTICAL REINFORCING (D SCALE: OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD #4 2," HORIZONTAL/VERTICAL #5 1" �„� REINFORCING 42 42; G SCALE: 3W=1'-0" #5 BARS al 8" E1 1' 0 El �l 1 0 CMU UNIT DIMENSIONS Frc-l'm ARE NOMINAL SIZES ©a/ MASONRY SYMBOLS 3 SCALE: 31,V=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134886-2628 FAX: 813 M-2802 OtMD:v & L0761 SILVERADO LOT #7 BLK #13 PROJRCT# 03719.000-07131 ][ODmIa 2795—F GARAGM awura: EFT PAGZ: DETAILS %150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Dd x 1 1/2" HOG NAILS. CONCRETE TO WOOD -FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W(IDd x 1 ill" 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 CASTCRETE 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 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 C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK 812E & DESCRIPTION REMARK Qi (2) 2X12 2Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (I)H, SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB! MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6or-61NI18 I SAFE LOAD - POUNDS PER LINEAR FOOT 6 Fei eOAD 61p-i/a81B SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH -0 T-S' (4r) PRECAST 2231 4'-V (487 PRECAST 1968 4'4' (54') PRECAST lug 6i' (641 PRECAST 1217 V-10' (70r) PRECAST 1062 64' (76'1 PRECAST g06 r4' (90-) PRECAST 743 6.4' (112') PRECAST 554 10'4' (12r) PRECAST 475 11'4' (13n PRECAST 352 1T-0' (144-) PRECAST 337 13'4- (18V) PRECAST 206 14'4' (ISn PRECAST 279 14'-r (176n PRESTRESSED N.R. 16-V (184') PRESTRESSED N.R. 1r4' (206') PRESTRESSED N.R IW4' (23r) PRESTRESSED N.R. 21'4' WAI PRESTRESSED N.R. 2Z-V CW') PRESTRESSED NA 24'-0' (288') PRESTRESSED N rm==tom omm000m 0�wm��m � mm0000m oommmm mmmms�oo mmmomo�a m0���'� � � �9 ®mE�mOm o®omoom mmomoc�, mmo�a�amo. Om00m�0' oomo©mo. ommom @^ oommo®o ""Elmo"moo oommmoo mom0mmv ©Om00�0 oomooavo 0�000�® 00��000 0�0�®m0 m000000 om0000av 'R' 1a1 1 250 1 451 I 411 W I 14"i I 12AP (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. ALL VALUES TAKEN FROM 'SAFE LOAD TABLES' BY CASTCRETE MAY 2D16 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS LENGTH wo LENGTH 74' (4r) PRECAST 1025 1024 158E 74' (421 PRECAST 4'-V (4r) PRECAST M 703 IWO 4'-0' (487 PRECAST 4'$' (54') PRECAST BM Bill 1073 4'4' (54') PRECAST 64' (04-) PRECAST 411 411 745 64- (64-) PRECAST &-IV (7V) PRECAST 340 339 616 6-IT (TV) PRECAST 64• (76') PRECAST 607 721 490 64T (76') PRECAST r4' Mn PRECAST 424 534 363 r4' (W) PRECAST 7 4' (112-) PRECAST 3N 612 230 04' (112') PRECAST 1174' (12r) PRECAST 284 1 401 1 100 164' (126') PRECAST 11'-V (13r) PRECAST 280 452 154 11'4' (13n PRECAST IZ4' (144") PRECAST 244 402 137 12-V (I"') PRECAST 13'4- (18n PRECAST 217 324 110 IY4' (IW) PRECAST (IGn PRECAST 205 293 100 14'0 (161r) PRECAST IV.r (17r) PRESTRESSED N.R. 284 91 14'4' (IM PRESTRESSED IF-C (184') PRESTRESSED NA 259 83 16.4' (1847 PRESTRESSED 1r-' (206') PRESTRESSED NA 194 84 1r4' CAA PRESTRESSED low (232') PRESTRESSED N.R. 1 148 1 62 1 IWW (232') PRESTRESSED 21'4' (266') PRESTRESSEDJNR 125 42 21'4- Mn PRESTRESSED F-V (284') PRESTRESSED116 40 =4)' (264-) PRESTRESSED 24'-0' CAA PRESTRESSED91 33 2W-W (nr) PRESTRESSED (9) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE 0. 16-0126.03 4 ao 1 1 1ell N 1 1 4* ♦♦ ♦♦♦ 0 1 1 4 i8F36.1T/0M/1B �-----------------==----------y .1 � 1 1 0 m 1 !4* 0 u b; 8F16-lT/0M/1B 1 1 1 1 1 o 1 � 2 v� m 1 1 1 1 1 1 UNO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 9'4", UNO. 1TOM/OB AH7E 1 1 1 � , 1 1 1 1 BF38-1TIOM/0B ol, fit; L ---'----1♦ 1 2 i 2 ♦ 8F16-1Tl0M/0B ♦♦ i L.-----1-----.a LIFT BEAM PLAN SCALE: 1/4" = l'-O" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeeWngroup.com AA N: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 8134688.2802 Iov unDiae LOT SILVERADO LOT #7 BLK. 13 ROJIQCT 03719.00-07131 HODffiIe 2795—F GARAGE OVUM. LEFT PAGE LIFT BEAM PLAN AND NOTES 150 MPH E B F 7/10/20 2 NOTES TO THE INSPECTOR/CONTRACTOR TYR 81k9" MUM 1. PLACE LINTEL ACROSS TOP OF OPENING. Rd BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEE 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING A-s� O��VCV HEIGHT. REINFORCING (1_2) 4.THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. NG� STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. noff. #5 CORNER BAR W/ 3O' LAP FOR EACH 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM •• O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. , a„ A V�. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.�K VERTICAL REBAR WI 101' HOOK 8X16 DBL. BOND TOP OF 10 BOND BEAM BEAM W/ (1) #5 BAR EACH COURSE • `� 8X8 BOND BEAM TOP OF • OQ�G�VI� W/(1)#5 BAR .`: BOND BEAM _ 30" TYPICAL F FILLED W/GROUT I .�0� U =UNFILLED GROUT SOLID FROM TOP .T1�0 NOMINAL LINTEL TO TOP OF BOND OF OPENING � # OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 �/c A 6-1 T/1 �B PRE -CAST CONCRETE 5 EL LINTEL W/ (1) #5 BAR (L2) NOMINAL MASONRY � LENGTH OF BAR = WIDTH OF HEIGHT OPENING _2' BEAM DESIGNATION CORNER IT I0Q BEAM COURSE S THIS ENGINEER'S INTENT BOND BEAM COURSE OR REINFORCING OF THAT XFXX- iT/1M)OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" BOND BEAM AND XFXX-1T/OM/OBINDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL (LI)REFER SCALE: 3/4"=1'•0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX-1TAMIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1T/JM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-19' EMBEDMENT #5 BAR BENT AS SHOWN .a 3114„ PRE -CAST a 2X8 (MIN 2 X 3) 2-3118 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 1B" 70s 1-1/4" x M EMBEDMENT 2X8 (MIN 2X 3)2-3/i6 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANKS IZE.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 WI /7/16*'OSB UPPER AND LOWER MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. ENO VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11-=I- 5 scALE:3a"=ra' 3 SCALE: 3/4"=1'-O" PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I I - II SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM CMU PIER PROVIDE BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURETHAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-O' SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.eom AA 0: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134M2628 FAX: III!=6-2802 BUDDry se Xo'lsl SILVERADO LOT #7 BIX #13 PROJROT#t 03719.000-07131 MODS 2795-F GAVLAGL EFT�G' PAGE DETAILS 150 MPH EXP. B FRAMING NOTES: ~ ~ k k k k k n r n r n n-'! n n r n In I- n> r ' M @ W W W 13l 13l @ W U 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE. CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'1. S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER (9 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'4', FINISH FLOOR. UNLESS NOTED OTHERWISE, TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST W' FROM THE CENTER OF THE COLUMN. U O� O� LL Z 00 OD ¢It 0= U CJ1 CJ3T CJ5T AH9 AH11 AH 13 AH17 AH19 AH21 AH23 A A Al Al Al A2 A3 A4 A5 A5 AS AH23A AH21A AH19A AH17A AH15A AH13A AH11A AH9A CH9 CH7 4 CJ5 o CJ3 CJl It 1m g N 11 11 11 ;q N N N I N I N N q I =- N N II II 11 X 11 N 0 0 N 0 II N N N N 1C II N N 1 I AH7 -- — - — - — - — - — -- 4-77-7-17-77-74— —7— >d=s� seeaee �= sew_ ems- aeX�s e s —: s s sus : meowle amm a erg 3 s s� a sss r N OEM e9 I — I I I I I I I 1 I I I I I I I 1 I I I I I I IC 2,2�M I A�Im.—=mom I I I I I I I I II —m�—amm®m�—=m—ams�a— �=mm®m�mLmme as>�m®a�sa�=—�aaas=m I I I I I I I 01 vq— —.w f— —F �m- 1 6 I I I I m I .® I ._— _mI =m— REFIRATE SOFXO.C.MAm:m—a comma I I m�: I — I I— _ I ATTIC =I co l I I m I Im I I I I I JI t I emmme . X mm.q m 7 m x mmmm C.15m CJ N x X u X II m. N N N N g N q_—Y__II---A__.x-_—H__8—_p 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES WI (2) t6d COMMON NAILS d SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. GA III X II II / G �� A �� . . GEP w qui u� —m CJ3 n X N X k7N CJl I/` T- I 1 a I I R I u GGE ui ul 3 c3 y4 �^ 5 c3 L3 -@ u3 N3 -@ c3 c3 c3 ti� �-_ FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186.2628 FAX: 819486-2802 mm 9VHDIV. a ]LOT SILVERADO LOT #7 BLK #13 PROZWT* 03719.000-07 31 MoaEMIC 2795—F CIARAGE award: LEFT PAGIC: FRAMING PLAN 150 MPH EXP. B A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 k' NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 *'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3�' NAILS TO GIRDER W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", T, 8" x 4'-O" MAY BE ADDED W/ 1Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1A 1 B 1 C GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1!7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/7' GYP. WL. BD. e4 0 ../ FLOOR TRUSS CONNECTION @ L.B.W. -* 6°ALE:3/4"=T-D" (NO UPLIFT) DEPTH 1/4•13 -HOLE EDGE >5/6' -HOLE DIAMETER <2/5"D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-0" EDGE >5/6' HOLE DIAMETER <3/5•D DBL. STUD ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4', 6', 8" x V-U' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L-A-(1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN WITH (Q' x 5' TITEN HD TO CMU AND (12) SDS j' x 2 j" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5' TITEN HO TO CMU AND (18) SDS}' x lx2, 2x WOOD FASCIA W TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) �' x 5'TITEN HD TO CMU AND (18) SDS J' x 3" GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) _ _ 2C TYPICAL ROOF GIRDER CONNECTOR(S) 4'= W/ 10dxl/2 HOG NAILS 0 EACH END, TOTAL OF 10 FLOOR GIRDER HTT4 W/5/8"AB. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18) i6d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB n< + aC • '..4 e GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'4Y' A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/(1) 3/4'- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"" SIMPSON TITEN BOLTIJ-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'1 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS283 G < 4800 LBS, U < 1810 LBS W/ (4) 314"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL 6'-0" MAX (VV/1X4) OR 10'-0' MAX # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 114" x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. T COVER 8 7' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM CHORD BRACING 6'-T O/C —/ END WALL OR OTHER MAX.,OR 2x4 BTM CHORD BRACING END TYPE CONDITION, IF 1V-01' O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=l'-0" V EDGE CENTRAL SPACING SPACING SEE SEEUL r U , CHED SCHEDULE SEEFRLAN AMING SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 512" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 6" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD 4D LAP A MIN OF 4'-T. 1 ALL BOLTS TO HAVE WASHERS to 4. EXP. BOLTS/JSOLTS SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (2) _ PT DIA x 3' MASONRY SCREWS MAY BE USED, ceuc cuenwn ocni iiocucnrr LEDGER SCHEDULE MARK SIZE BOLT SIZE SEDGESPACING CENTRALSPACING A DOUBLE 2x8 12" 6' O/C 16" O/C 8 DOUBLE 2x8 314, 6' O/C 24" O/C C DOUBLE 2x10 12" 6' O/C 16, O/C D DOUBLE 2x10 3/4" 6' O/C 2W O/C E DOUBLE 200 3/4" 6' O/C 16, O/C F DOUBLE 202 1 3/4" 6' O/C I 17' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-X (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d 0 EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) DA" TO 30'-01' (1) "X" BRACE 30'-l" TO 6V-O (3) "X" BRACE (1)"X"BRACED 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 REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-O' O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/T DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 3Z' OC MAX. SECURE GABLE TO 2xB P.T. PLATE W/ 12d's 6' O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED* 101-V O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE. 3/4"=l,: THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GRJ11D. DRAFTING INC 5439 BEAUMONT CENTESURE 1004 TAMPA, FLORIDA 33PH: 8134W262FAX: 8134W280 oulwiv. ae LOT: SILVERADO LOT #7 BLK. #13 PROJECT 03719.00-07131 HOD MIC F GARAGE 8VDM.- LEFT PARK. DETAILS t.150 MPH EXP. B LIUL _'Rn" 07/10/20 DATR: OCA=: 1/4"=1'-O" BFimm S3.1A IF FLOOR DECK Fr Co 2.6 PT TERMINATIONJ 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) i6d COMMON W/ (6) 3116" x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'E0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=l'-U' SIMPSON H6 W/ (8)8d COMMON NAILS 211STUDS SIMPSON H6 W/ (8) Btl EACH END COMMON NAILS, EACH END EVERY STUD DON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING = SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/2'HDG NAILS WALL / FLOOR FRAMING, , TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0' EN DBL PT 2X6 BUK'NG TRUSSES W/ 10dd 0 3" O CE 1ST PLY INTO LEDGER AND 10d 0 3' O.C. STAGGERED UPPER PLY INTO 2.6 BELOW W.CMU WALL REINF PER PLAN PER ELEVATION O 3F zZ O= �QS--,Cry�� PER ELEVATION K m= 1X2 FIRE -STOP T/4' NI #8 WOOD SCREWS x 2'LONG�3"O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN NI SIMPSON A23 EA. TRUSS �Il�g/q• �I/l/�r NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE - SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" LONG Q 3' O.C.; STAGGEREDSGNI DBL 2X8 LEDGER TO CMU W/ 12" EXP. BOLT 6' CMU WALL AT 16' O.C. AND 8" FROM NI REINF PER PLAN END W/ MIN 5-1/7' EMBED. FLOOR DECK PER ELEVATION 4" O 3F NAILING PATTERN OU PER ELEVATION O mr= PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24" FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS M S O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 34'-T-0' aSTUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2(4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d G 3" O.C. 1ST PLY FLOOR DECK 2.4 CONT. W/ (4)16d NAILS 12) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d 0 3' O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: CD TOP OF FUR TRUSS BRACE WI (3)12d 0 EA 4'-(Y' O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2X6 x Z' LONG C 3" O.C.; TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING(TOP2X4SUPPORTS BT. TRUSS (DIAG. BRACE TOCENTERLINE BELOW STAGGERED OFF NAILS 0 EA END MUST NOT BREAKWITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES)3/4"AS OFF 2x6; SHOWN I 2c4 BRACE O148" O.C. w/ (5)12d 1'-4"MIN. FROM 2ND. FLR. FLOOR DECK 0'-0" TO NY-W(1) W BRACEDBL2X8LEDGER NAILS 0 EA END LINE 2x8 CONT. W/ (8)16d NAILS BT. OF FLOOR TRUSS 30'-1"TO 60'-0 (3)'7C BRACEPRE-ENG GABLE TRUSSTO "X' CMU W/ 12"EXP. BO 8d RING SHANK NAILS 0 4" O.C. MAX 2X61S FOR WALL (1) BRACE CENTER6' CMU WALL AT 16'O.C. AND 8" FRO INTOBLOCKING (ST. (2) "x' BRACE DIVIDED EQUALLY 2x SUB-BANDREINF STIFFBACK AT ALLEND PER PLAN W/ MIN 5-12" EMBE 16d NAILS 0 6' O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH 1X2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC III/q� PER ELEVATION PER ELEVATION LLO 3F PLYWOOD SHEATHING, SEE Z NAILING PATTERN "ROOFANALL4=LOOR 9 SHEATHING O Q$w� FASTENER SCHEDULE" PER ELEVATION m PRELEVATION P L VATION SEE TVP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD CONNECTION PER TIO 1x2, 2x WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) TRUSS SEE ARCHITECTURAL MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ (3)16d ENGINEERED WOOD 17' O.C. FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. SIMPSON HETA-16 0 GALV. COMMON NAILS. TRUSSES 24. O/C, REPAIR DETAIL I F EVERY TRUSS (VERIFY 1x2 SECURED W/ tOd SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 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 W/ (2)12d's Q MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SEE SCHEDULE 5 GABLE END PRE-ENG'D TRUSS scALE: 3/a"=r-0' PRE-ENG FLOOR TRUSSES 7 SCALE: 3/4'"=1'-0' 6 W/ HIP RETURN PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS V-U' O.C. (AT O PRE-ENGT) WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX PER ELENATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE PLATE TO BILK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH HOR BOLT W/ 2' W/ 1I2' DIA. ANCHOR A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP N0. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO all P.T. U < 1420 LBS W1(14)10d BELOW FOR PLATE W/ 12d% 6' 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 • PROVIDE BLOCKING o• SIMPSON SPH4 OR SPH6 BTM 12"GYP. WL. BD. ' 0'• AND TOP PLATE ANCHORS WI 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2X4 SECURED W/ (2)1Od's a EACH FILL ALL HOLES, DO NOT USE 10dx3' 12'k9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'-d'O.C. MAX. EPDXY 5-12" EMBED. MIN. 16' '� Ob '� QC 310 OC MAX. SCALE: 3/4"=1'-lT' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °' •a•,e a.. TRUSS TO POST CONNECTION O SCALE: 3/4"=1'-0" ' A- SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. B- SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 212" SOS TO POST TRUSS CONNECTION @ L.B.W. 9a 9b POST TO SLAB CONNECTION SCALE: 3/4'-V-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA, x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/6. AS. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/2' NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-7748078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 , pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX: 815886-2802 SILVERADO LOT #7 BlX #13 PROJ=T1P 03719.060-07131 MODEU 2795—F 0ARAGE EWI NG. LEFT PAOm: DETAILS 150 JWH EXP. B D1' TM 07/10/20 aCALM 1/4"=i'—O" air S3.1 B A GABLE -END ROOF WIND DESIGN PRESSURES NET (GROSS) ASCF 7-10 ZONE 1 • 16.93 PSF (26.93) ZONE 2 = 36.88 PSF (46.88) ZONE 3 •59.32 PSF (69.32) "A"• 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:"C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 10COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6'O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 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 STIR. SHANK 8d RING SHANK, 212' 0.120" 170,D00 RING SCREW SHANK (16.20 RING PER INCH) 8d SCREW SHANK 21/7' 0.120" PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEATHING USE 12' COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES f z9 W YYm iQ 1j 0 O O to z�. .J . M S I6 Z Z TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. R�^FTER OR �TRUSS� __-1. I ,,, .-01 mmm=K 11 11 mmmmmv 11 ■mmmmm. 11 e .. ROOF SHEATHING LAYOUT AND ENDWALL BRACING BLE FOR GAEND FRAMING 8d RING SHANK GUN NAILS ' ?2 6" O.C. IN FIELD ` H . TO BE STRUCTURAL GRADE CSd RING SHANK GUN NAILS a 12' O.C. IN FIELD or Sd x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS C 17' 0.8�IN FIELD J\ TYP. 3/4" T$G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C73 MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALE%POSED EDGES OFCONCREIEPRE TO BE CHAMFERED 3/C. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 881 EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31SA4, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE S4 AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL MASS ON -GROUND WHERE INDICATED ON ELASTICITY • 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED INCHES AND SEAEDWITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Btn EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WARE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 00 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIAVTCA BCSI V ROOF: LAVE LOAD FLOOR LIVE LOAD 40 pd AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANOUNG, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD-nanconcur t REVIEW TYP. MIN LAPS SHALL BE A9 FOLLOWS: #9 BAR - 25" #8 BAR - 36" WOOD TRUSSES 10 Pd BTM CHORD -none urrem #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM RESAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE MATH ANSI A58.1-1982. 15 paf TOP CHORD 20 Par TOP CHORD (7 pdw/ ASPHALT SHINGLES) (10 psfwl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pef BTM CHORD 5 pd BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pd MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Pd WALL TRUSSE&GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pd NAND: DEAD LOAD SPEED =17) MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE (FBA EXPOSURE RISK CATEGORY IO INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1WT UNINHABITABLE ATTIC WITH LIMITED BIT R LAYOUT, SPANS & ALL TRUSS/. HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: : 40p GUARDS AND HANDRAILS: GUARD COMPONENTS: ROOM PASSENGER DR WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL VEHICLE GARAGES: SOW, ROOMS OTHER THAN SLEEPING ROOM: OOpd, SLEEPING ROOMS: 30pd, STAIRS: AGE N SLEEPING PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION 40pd MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM KITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5fTMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE MAXIMUM 31W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED NA SLUMP OF 8" TO 101. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pd, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,5DO PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTORSWWLL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4- PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-940R MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX IT IS DEPOSITED INX RS FINAL POSITION SWILL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY W SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE RACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH AWOR WEATHER 1-1IT FOR A AND SMALLER TFOR#8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-t17 FOR BEAM AND COLUMN PRIMARY RBNFORCEM@R, TES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3I8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR S X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy • 36 kd FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 kei. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 kd. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLiLATIIXJ Mffi TYPE 9PAGNG REMARIfB MPLICATION E E IBPAgNO REMARNB ­-ToGIBE MA87NRYICONC. HARDEHEd COIL NML 11?LGNG. COS OARAOE DOOR BUCK TO MA80NRYICONC. 1N'gA. NO WASHER TAFOON MA80MVY FPBTENER 11?EMBED.X`ENDgBT., 11?EIX3E d8T. SOD, AL. EXT. DOORS CAGE NIRDENED COIL POIC NINDDW,➢OORI FASTENED GARAGE DOOR BIILX 1(Y dA WI EXPANSION BOLT 34'OIL PEMBED., I END d T., 1. PT, BEE NOTES NML 11Q'LONO. BTAOOERED INTO MASONRYKKINL. TO MA80NRYICONC. WASHER 9'EIX3E DST.. WINDOW BLGK CAGE NARDE-co" B"OX; YANCOWNOOR/ FASTENED METAL eTRM To CONTACT THIS ENGINEER FOR SPACING ix PT,BEENOTEB NNL11?LONG. 9TAOOERED IMO MASONRYAXINL. MX80NRV/CONC. REQUIREMENTS EXT. 8NIND ODOR Budcv PT, BEE NOTES RI LIB�IA. NO WIENER TAPCOM lSTNER 1B'gL 11TY EMBED e'END dBT.,t1?EIX3E deT. NCNdEMIMGYA00 WALL TOCONO. BLAB 111� EXPNi810N VEMBEO. X°ENO WIWABNER BOLT MT., -DST h PT WINDOW BDCx 8.139°PPFx1 ilB" B'OlG 4'END.-T., itT1' PT T09TEEL OIL., SEE NOTES Wg WASHER BTAOOFAED EDGE qBT. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I 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 NDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR VWTH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngroup.com i AA #: 0003325 I DRAFTING BY: A.B. DESIGN r DRAFTING I 5439 BEAUMONT CE jLVD. SURE 1004 TAMPA, FLORIDA 336134 PH: 8134988.2628 L FAX: SISSM2802 aysaiv ae soT: SILVERADO LOT #7 BLK #13 P1OJMCT3� 03719.000-07131 HOD 11.9 F 36 GARAGM e LEFT ' PAGE DETAILS 150 MPH EXP. B A ��rk�1S1 ���15� 3113.ri� is