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Home My WebLink About7279 Steer Blade Dr-'4k 99 2795-CAM-DEN--'9 FOR: 11 R, HOR11ON 12602 TELECOM [DRIVE, TAMPA, FL 33637 Ted: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPL1/ WITH PREVAILING CODES PL R,10A BUiL ING CODE. NATIONAL ELECTRIC CODE, AND THE CITY OF ZFPHYRHILLS ORDINANCES REVIEW DATE,, CITE` OF ZEPH'yRt"4%t_ PLAN EXAMINER STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 EEL: 813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -naM BURMG CODE, FASMg UI, njjg �jGp (' Q) Mwpp -.'* IXA Fyn STATE �YW 1N41W ML i0 WL�I :OCCUPANCY - RESIDENTIAL GROUP R3 -CoxsTRucr1DN TYPE - vB -YIN. INTERIOR FINISH - CIASS B -BAs[c WIND SPEED - vDlt=150 YPx Yesd=116 MPH -EXPOSURE - B -I-STORY RESIDENCE -2-STORY RESIDENCE - MAX. HEIGHT AS PER IACAL AND STATE CODES ABV, ABOVE A/C AIRCONDITIONINGTAILS ADI. ADJUSTABLE ALE. ALTERNATE E AMP AMPERAGE BD. BOARD GL CENTERLINENE CAB, CABINET cLG. CLEAR CLR CLEAR CONC. CONCRETE CPT. CARPET c.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DAL DIMENSION DISP. DISPOSAL DP. DEEP DR DOOR DTL. DETAIL D.W. DISHWASHER EA, EACH ELEV. ELEVATION EQ. EQUAL E)GL EXHAUST EXT. EXTERIOR F.G1FX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR. FLOOR FLUOR. FLUORESCENT G OR FRENCH DOOR GA. GAUGE GAR DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSEBIB H.C. HOLwWCORE HDR HEADER HOT. OR HE HEIGHT INSUL. INSULATION INN. INTERIOR LAV. MUM, M.C. MFR MIN. Mr.. MID. MTL. N.T.S. G.0 PL PB. PIT. PLT. PLYWD. PR P.T. R. PAD. RA. G. REF. R.O. SC. S.D. &H. SHT. SHTHG SHWR SASIMILAR4 SL, SL GL, STD. sws TEMP. THK, T,O.C. T.O.P. T.O.S. I'YP. U.N.O. VP. W. W/ wD. WDW. W� LAVATORY LUMINOUS MANUFACTURER MINIMUM TTmER MOUNTE1iR[!4HCHn MEALa METAL METAL ONOT TO N ON CENTER PROPERTY LITTLE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADFUS RETURN AM GRB1. REFRIGERATOR ROUGHOPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SBEATFRNG SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TE r� DGLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WBIDOW HEATER WAWROUGHT HTIRO DATE DESCRIPTION 08ro6/IB CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION �,gggg ADDED 150-C ENCsINEERMG PG Cl—COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-FRONT AND REAR ELEVATION "D" PG A3D-LEFT AND RIGHT ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 0v2s/re ADDED OPTIONAL PENDENT LICsHTING AT KITCHEN 0V15/19 FIXED DIMENSIONS FOR STUDY AND DINING ROOM /02/19 REVISE SOFT CALC.S I0/14/19 UPDATED LED LIGHTS PER DR NORTON 1013CAS UPDATED LED DETAIL BUBBLES PER DR HORTON B/00/19 ADDED FOUNDATION ON GARAGE BEARING WALL 02ASSOO UPDATED SIMPSON CONNECTORS ILA. USP �� ADDED B0-D ENGII ERING 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 SQ.IIT. CAW. R= TOVED STONE CAP NOTE ADDED FOAM GAP ON ELEVATIONS /20 ADDED FONT ELEVATION F' PER DJaI IORTON EING 53 T FLOOR LIV2,6 Sa FT GARAGE (vIt SOL FT. ENTRY 65 Sa. FT C0VMD LANAI I93 9FT.• GL TOTAL 3,113 $a FT. IA4120 CHANGED ROOM NAMES PER D.R.HORTON 01/21/21 REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE 01l21/2I REPAIRED XREFs FOR THE 2020 FBC STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG SN1-DETAILS PG SD -SOFFIT 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 PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE %BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslg"group.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE Sooa TAMPA, FLORIDA 33634 PH: 813 386-2628 FAX 8133862802 SVI3DiV. Sc L07il SILVERADO LOT #7 BLK #15 PROJECT* 03719.001-07151 MODEL 2795—D CSARAGE SWING: LEFT PACE. - 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) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %WNCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 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: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUIESN3 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 %' 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 FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 F13CR SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R7D3.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS *L. FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FSIE 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 CINSIOS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'Vi DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / 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. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigrfgroup.com L AA 4: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMOW CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX 818886-2802 SU13DIV. NTe LOT SILVERADO LOT #7 BLK #15 PROJECT/ 03719.001-07151 mopm_• 2795-D GARAGE 811 MG: LEFT PAGE: GENERAL NOTES 150 MPH VV. B SCALE: 1/4"=1'-0" SHEET GN f Ask AREA OF ATTIC = 3972 SQ, FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3972 /300 = 13.24 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1906.56 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1906.56 IN UPPER PORTION OF ATTIC = 953.28 SO. IN. OFF RIDGE VENTILATION AREA = 115 SQ, IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 �TOTAL # OF VENTS PROVIDED = 9 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG 6' LAP SIDING TYP. 10'-8, HEEL— 9'-4' 15R3HGT.s 5' STUCCO BANDING TYP. FOAM CAP STONE - VENEER 0'-0' FIN. FLR 0'-8' GRADE CMIN.) 9'-4' BRG. W.T. FIN. FLR GRADE 4w � u u FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASH*rx AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS III REAR ELEVATION TEXTURED FINISH Alm.-8. HNGT. _ .�9'-4' —5' STUCCO BANDING TYR CAP VENEER 0'-0' FIN. FLR 0'-8' GRADE CMIN.) oS'-4' BRG. HGT. I l I s I ;., IS'X30' LOUVER I\ I' 6' / LOUVER DTL. CA SCALE: la . l' --g—� srucca\ I e I�SEDD 1 � �r4 :KEYSTONE DTL. B SCALE: 1/2 . I'-0' ---------------- I \I I I I I I I 9'-4' BRG. HGT-$ I STUCCO BAND I RAISED I CM TO 9'-4' i STUCCO ?' FINISH FOAM CAP Q I I � I I I I I I I I I STONE I v 0 VENEER Ia v I I I I I 0'-0' FIN. FLR — ---------------------i COLUMN DTL. C SCALE: 1/2.1' mi 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFnNG BY: A.B. DESIGN GROUP DRAFFING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 00 FAX: 813-886-28O2 9iTHDIV de LOT: SILVERADO LOT #7 BLK 15 PROJECT# 7 - 7 MO�EX. 2795-D GARAGE OWING: LEFT PAGE: FRONT & REAR ELEVATION "D" 15 E B S'-4' BRG- HGT. 9'-4' BR3. HGT.I_ 0'-0' FIN. 5 12 / OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT El LJ El ------------------------ k ------ ------ ------ ------ LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ■ e liEl L-1 El 1:1 El -------------------- - ----- ---------------------------- RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO ERE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 5 9'-4' We- HGT. -0' FIN. FLR- o'3'-4' BRG. HGT. _ _ _ 0'-0' FIN. FLR 0 -B GRADE MIN.) MAR 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8138B6-2628 FAX: 813386-2802 o UDDIV. de LOT SILVERADO LOT #7 BLK #15 PR OJECT# 03719.001-07151 MO9'EL' 2795- D GARAGE 19111iiNG: LEFT PAGE: LEFT & RIGHT ELEVATION "D" 150 PH & B B 202 SCALE: 1/4"=1'—O" SHEET A3D Im ELECTRICAL LEGEND SYM. DESCRIPTION !�►n STANDARD SWITCH -Llt -WAY SWITCH -WAY SUNTGH yg IMMER SWITCH H9 BUTTON *CONNECT T Ow TAT TAT INCsLE RECEPTACLE (12DY/20-AMP 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (ECUIPPED PITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF CUTLET RED TO SWITCH) IOR WATERPROOF/GFI PTACLE (GROUND FAULT PTER) AOPLEX RECEPTACLE UPLEX RECEPTACLE (FLOOR RECEPTACLE (4 WIRE CTOW ATED RECEPTACLE JOE MOUNTED LKaHT G MOUNTED LIGHT ANT LIGHT D LIGHT SCONCE PRE -WIRE FAN WITH LIGHT CI CrM PER SQ FTJB LIGHT FIXTURE B LIGHT FIXTURE B LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH FULL CHAIN �--✓;JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE 'x4' FLUORESCENT LIGHT (RECESSED) x O GE88 LIGHT CE85 LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL (FIELD VERIFY oGAT1ON) LECTRICAL METER (FIELD VERIFY T ) FQ -BOX !WALL MOUNTED) Q -BOX (CEILING MOUNTED) EILING MOUNTED FAN NT FAN (I CFM PER $a FTJ JACK I-Qa OKE DETECTOR (WALL MOUNTED) e0 OKE DETECTOR (CEILING MOUNTED) ® GEt UNCr MOUNTEMTOXIDE DETECTOR IMEB ® LINS. D OUTLET FOR GARAGE OOROPENER TV JACK E PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED IS HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISION OF: FBCR Ith EDITION (2020) 4 NEC 210.12 20M • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF SO CPM INTERMITTENT PER ELECTRICAL PROVISION OF SECTION MI5013 SCR Tth EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Tth ED • ALL UORK, TO COMPLY WITH ELECTRICAL PROVISION OF THE FBCR TTH ED C2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND TS% OF LIGHTING I"& BE ENERGY EFFICIENT FBC. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. Tth Moe EDITION R49)4j BEDROOM1 \\ I I \\ PRE -WIRED CLG FAN L //V�' -- / J CAFE OPT. FIXTURE �I 1 4'-4• 4'-0' ( aD ® KITCHEN L M. _______ MULTI—GEN 1 _ BEDROOM I I � GFI I I -PLUMB I \\ I !UAMB IF PRE -WIRED \\ .. (L LL C•G PAN LAUNDRY 1 �'I (�pI F---n I L / / n ; II II \ / GPI V a' MULTI—GEN /� \ SUITEIL FIRE -WIRED I I \ CLG FAN L--------------J 1 GFI • 44' 144• I 1 AFF. AFF. 4A I 1 1 1 BOLLARD L ----J I \ ASREO. I \ PER BLDG. WALL MOUNTED LIGHT W/SWTCH IN 1 \ CODE I \ ATTIC I \ \\ 3-CAR 1 GARAGE I \\ I I '---------\4,r- GLG. GFI OUTLET ICLG. GFI OI,ITLEt / / FOR . 1 FOR OPT. / ' METER GARAGE DOOR I GARAGE DOORi FIELD OPENER 1 OPENER VERIFY W GFI 1 /' P.B. FORS IRRIGATION I CHIMES OUTLET I // 1 i ... 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / ' ----------------- OP T. PT. COACH COACH LIGHT LIGHT COVERED LANAI PRE -WIRED CLG FAN I I QI L � \ I 1 I I I 1 I ----------- IT -7----------- V 1 I 11 GREAT ROOM I I \\ II I \\ I I 'PRE -WIRED -� CLG FAN \=1 I I Imo'-----------------J \-- --------------------- \ I I \ 1 lr DINING I II \ 1 \ ROOM I I 1 I I CLG FAN FIFE -WIRE 1 I------_—__—J I I I I I I 1 I I I ® I D/CO � L I E \ I \ I U \ I \ I 1 I 1 I , I I I L 1 i 1 I I b I i i � I cal I LED LIGHTING LED LIGHTING @ SINGLE LAV. @ SINGLE LAV. LAUNDRY ROOM BATH MULTI-GEN BEDROOM BATH W P Panel MAN - A PANEL: 8A6 w ca. breekw VOLTAGE: 120/240V-1Ph MAIN: 150A1np M.C.B FEEDER:3-R1 Cu THVdN & 1-06 Cu (G) in 1 10 C. OR 3 4MAL TMVN & 1- 46 Cu (G) In 110 C. Nan P.r er wm CYauk Ck•W Wffi Ne Nr Nan w , x E,a.e.r ssle„1us Izm 2 Saaw n2 2 asM94re Dump 10op . s-. e PANEL PANEL: 42 dt bmaker VOLTAGE: 120/240V-1 Ph MAIN: 150 AnV M.LO. FEEDER:3 91 Cu TNYJN d 1-M Cu (G) in 1 12 C. OR 3 SM AL TiaNF1 & 1.06 Cu (G)in 1 10 C. ran Per w ww evelw ce.,et w� D.s e.I ev row i m s Isaa 2 emsIN Raq So 2 _s12 eit 1 m _ S wt m -.A.—. 1-6 4500 wtl•,HwIN x 2 eN a12 m a +5oa T 8 all m D Rw .aw AFa fsm a 1s +2m we tlDn 201 w2 A DFIRc. s 'wAFd 12m 11 I2 ,em Dbmwna-1 m nt fY/L +2m 12 14 — DW— m 2 na GIeel0.mm.IrW• AFd me Ia 1� 1s w soaaodFa m ,ms om aR m att _ M2 _.-11 m D.a exaesrS.-A- — xi 2z +xm rLklebrin aRec mwAFa m w2 SFe•. am. m x x x em em OwVf SW Afd —a.-- a is n4 span21x 1- a&sc.ra..a, soe.aF.n.w IS - - s . 11 _ _3 spw.w• _ am. 36 --T- 26 -__ - w 2 x sF. •17se 1u+ tlN 5 KVd tl 65Y s1x Is w s saes• 41 42 ena.me,am4rnetlwarew ,s4m xTras •.e mANr mwe— a6tD a ABBREVIATIONS Aiah N2C FaLLTCBfLTwERItIPIER eP1. GRdaID FALLTwiENNIPE0. Tatl m J. 1. ee.we eels ... Iola +amam.tla tl feOS r2m __ vea•tl4eS txxe _ — _ ratl Arc r.a _ +oxauu. LOAD CALOILAUON IS B0.4ED ON MC NONCOINCIDENT LOAD Tatl Commclw UwI Wwe 3mW rem 4n4ow Isla General Lighling d Receptacle Load nres um. Fw 2795 DmIr.I U.& 3W)Sq Ff. i .5 M1We 1 at65W&I Iaat100% 65 Ttltl cewtl . a Rs (wna) 8410 �l —�� BEDROOM \\\ 3 b I I PRE -WIRED I I �' I CLG FAN ® � I I qp '\ll LED LIGHTING 1 @ DOUBLE LAV. BEDROOM 2 AND 3 BATH ' 150 AMP ELECTRICAL RISER \ PRE -WIRED \ CLG FAN BEDROOM ELECTRICAL PLAN SCALE: 1/4' a P-0' I — — — — — — — — — — — — — — LED LIGHTING @ DOUBLE LAV. BATH I PROVIDE 3e2/0 CU. THIN 4 1% CU IN 2' CONDUIT OR 3 Rule AL. T14W 4 I% CU IN 2• CONDUT OR 2/0 AL SEA (CONDUIT TO TERMINATE ABOVE SOFFIT • OVER W AJ NOT TO SCALE. COMBINATION SERVICE DISCONNECT SWITCH AND GENERAL NOTES, n ELECTRIC METER IN A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE t:OMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1T11 EDITION l2010) LOCAL CODES, ANSE D ALL LOCAL POR CtE 21PAW Q UIIIEMENT& ------ IS. ALL CONDUCTORS SHALL BE TYPE rA NRMLN UNLESS NOTED OTHERWISE TELEPHONE SERVICE ENTRANCE eWn•oNT POUTER CO"PAI TRANSFORMER GRADE PROVIDE ISO AMP, 120n RP VOLT, I PHASE SECO(DARK ELECTRICAL SERVICE. PROVIDE 3 4 COPPER (CU) IN I•IQ•' CIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA 6040DULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTN THE ELECTRIC COMPANY PRIOR TO BID. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 04410 VOLT I PHASE MLO PANEL MAR CABLE TELEVISION SERVICE BNEEIRNICE EQUIPMENT 1 a4 O) SERVICE GRgND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (20W). WIS" OtA X 8 PT LOW COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: LTAMPA, B. DESIGN GROUP DRAFTING INC. BEAUMONT CENTER BLVD. SUITE 10D4 FLORIDA 33634 P. 813886-2621 FAX 813-886-2802 SLJBDIV. 8e LaOT: S ILVERAD0 LOT #7 BLK 15 PROJECT# 7 0 -07 mopzzm• 2795- D GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN lo.15V'AH 202E Dw03/02/21 SCALE: 1/4"=1'-0" E1 m PLUMBING PLAN &GALE: 1/4 • P-0' KITCHEN SINK t rLUIV1131INU t ik-3ti c TO IAIN MAR 1 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd�igngroup.com L AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 813-886-2802 SUBDIV. Z LOT: SILVERADO LOT #7 BLK #15 PROJECT# 03719.001-07151 MODEL: "2795-D GARAGE SWING: LEFT PAGE: PLUMBING PLAN %.15V%PH PRTEINT 03/02/21 DA: SCALE: 1/4"=1'—O" SHEET P1 ■ MECHANICAL PLAN SCALE. 1/4 . 1'-0' HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB • MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED M ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SNOUJERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED M ACCORDANCE WITH FBC'ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC AIR SUPPLY- - I� y AIR HANDLER I y EVAP. TRAY PLATFORM NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL EXTERIOR WALL AIR RETURN SECURE STRAP TO CONC. W/ (2)-3/I6'X2' TAPGCNS UNIWR SIMPSON WB ROLL STRAP SUCTION AND LIQUID OR EQUAL REFRIGERANT LINES SECURE STRAP TO UNIT W/ (2) EXTERIOR WALL 4' CONCRETE SLAB -SXI 1/4' SHT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO CONNECTION TO PAD RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE NOTE: MAIN DRAIN OVER HEAD a 12' FROM STRUCTURE M AN APROVED DRAIN, AS PER POOR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS COUNTERSUNK SGORIATED NICKEL FIN. FLOOR CA. PLUG BRONZE FL. PL. OR WALL 6' — SEE SPEC. e0 CONC. BRASS PLUG FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 5240-K JOSAM 56000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC INV. SEE j,INV. SEE MAR FLOOR SLAB CLEAN -OUT (TYPN) NEXT. GROUND CLEAN -OUT (TYPN) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroupcom AA S: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 IZPH: 813SB6-2628 F :813-886-2802 IP LOT: SILVERADO LOT #7 BLK 15 R OJECT## 03719.001-07151 Uopm. 2795- D GARAGE OWING* LEFT PAGE: MECHANICAL PLAN 15 PH m DAZE 03/02/21 SCALE: 1/4"=1'-O" aI�ET M1 PIES F�� 2X4 TOP PLATE PZ Y PRE-FAB TRUSS in. CLG. BOARD 1/2' DRYWALL SECURE SIT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.G. MAX 0'-0. FIN. FLR 2X4 WOOD STUDS 024' OL. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING% FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (i)TYP. INT. WALL (NON -BRIG.) FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.E ROOF SHEATHING THICKNESS AS PER SHEET ON). SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT A1D raL 102' TWM 2 GOAT - POWLAND C@8R M-46MM APPLIED DUMMY TO MAtONW GOwsR MEAD S' cI U SEE STMKTIRAL FOR 2:& P.T. WD ATTAGFSD TO FILL CELL AS PER FwccUGT APPiaoV.0 Ma Bacx IR IN= WEATHER STIMP MXLDNG ALL BOND BEAM O NOT CUT 141t F c eLs.E row e.A L!M cc 6ALv. MTEEL Dc SOLID GROUT THE BOND 6�+P sa F�ieec Te n mm�M W/ (1)- 5 BEAM WO (2) COURSE REBARS "O0D°� p�GTJA"BP0mt GALv.eTEEL oy APNSDvdL REO. vERT10AL iRAOK F H►L BY BT ""!EDE FAST!D TO aDOM tR.aCK BRACICM» uv PISODUCT APPRDVAL IgZa 2- PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLACK r3 � GARAGE DOOR JAMBS D1 SCALE:3/4'=1'-C' �D1 SCALE: 11/2':I'-0' 5/8' GYPSUM BOA OR 1/2' HIGH STRENGTH CLG. BOARD VAT' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL I'-m• PER ELEVATION TYP. O.H. R-4.1 INSULATION ------ WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTURES SPEGIFIGATICNS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS M 24' O.C. 8' CMU — V2' GYP. WL. BD.— WOOD BASE I 0•-0' FIN. FLp- j a "��VDDDD LIE a n -W WINDOW OPENING ti FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.I.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }� 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4•.I'-m• SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER. (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 406S TYPE IV, OR ASTMI D 6151 FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT SECURE W/ (2) @d NAILS AS PER FBCR 905.1.E • EA END ROOF SHEATHING 2. BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET ON]. SECURED PER FASTENER SCHEDULE STIFFBAGK AT ALL UPRKsHTB MTL. DRIP EDGE PER STRUCTURAL DETAILS 9' 2x FASCIA PER MAX ! PRE-ENG WD. TRU85 ELEVATIONS 0. F'ER ELEVATION VENTED SOFFIT Ir RUN RED PER WALL SHEATHMCs CONT. 2x RAT N SECURED THICKNESS AS PER STRUCTURAL DETAILS SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE INSULATION R-VALUES ON SHEET SNI PER ELEVATION PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLC, BOARD WEEP SCREED 2x P.T. SECURED STRUCTURAL DETAIL —r\T— 1/1' THICK 2 COAT--t— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a EMU a ,a n W/ WINDOW OPENING r. R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS M 24. or- 1/2* GYP. WL. END. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS n TYP. WALL SECTION NO OPENING (Ml-STORY GABLE BLOCK WALL D 1 SCALE, 3/4'.1'-C' cm MAR 11 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8135864628 FAX: 8134UW2802 SUSDIV de LoT SILVERADO LOT #7 BLK #15 PROJECT# 0 7 .00 - .151 HO�L E 2795-D GARAGE SWING: LEFT PAGE. - DETAILS 15 H DARTS 03/02/21 SCALE: 1/4"=1'—O" SHEET D1 TOP, 2X6 P.T. • CENTER OF DOOR FEADER SECURED W/ (1) 1/2' X D 8 J-OLT WV 4' MIN. EMBEDMENT Ur/2' X 2' X Ur WASHER 4 NIT OR WV (2) V2' X O' ANCFIOR DOLTS W/ 2' X 2' X Ve' W481ER 4 Nl'f BECJUE 2x4 ON FLAT TO DLK Wu MA60NRY lk NAILS. SIDE$ 2X6 nao s DOOR DUCK BECURED go WV (6) 1,12' X e' J-DOLT OR ANCHOR DOLTS, W/ W MIL EMBEDMENT, WV 2' lia X 2' X LW WASHER 4 NUT. (V WTWN e' aR TOP. (U WITHIN V OF THE DTM, (31 EVENLY SPACED. 0 � 0 o NOTES. ALL ANCHORS SHALL BE N ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS UkERE SiJf1l NINTRIlGT1 A M STRIY.QNT GARAGE DOOR I BUCK ATTACHMENT 2X4, 116 2X4, ® 2X4, IF SEGUE TO BLOCK WV SECURE TO BLOCK SECURE TO CLOCK WV 3/Ie' TAPCONS MN. W /16' TAPCONS MN 1/4• TAPOONS MIL SWANK SIZE J45 MN, SWANK SIZE J48 MN. 6HAN . SIZE J45 MN. MEAD SIZE 300 HEAD SIZE 30111A HEAD 81ZE 300 MN EMCEDTIENT 1 I/47 MN EMBEDMENT 1 1/4') MIL EMBEDMENT 1 1/47 WITHIN 6' OF EACH WITHIN e' OF EACH UNTI4IN V OF EACW END a b' OC. MAX END 4 b' O.C. MAX END 4 b' OC. MAX SPACING. SPACING. SPACINW 2X6, COO 2X6. ® 2)(6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3A6' TAPCONS W0(2) 3/16' TAPCCNB III1(2) 1/4' TAPCONS MN MN SHANK SIZE J45 MN SHRANK SIZE J46 SHANK SIZE 345 MN MN HEAD SIZE 900 MN MEAD SIZE 300 MEAD SIZE 3CO MN S' Cm MN EMBEDMENT 1 V49 MN EMBEDMENT 1 1/49 EMBEDMENT 1 1/4') WITHIN W OF EACH END 8' CM WITWIN S' OF EACH END 8' CM WTHN 6' OF EAC14 END �' DR7BUALL 4 b' CC. MAX 6PACING. 4 W OC. MAX SPACING. 4 b' OC. MAX 6PACWG S' CMAJ SE P.T. OR S/4'X4' E 4 kl ❑ 1R' DRYWALL ❑ V2' DRYWALL uk V2' DRYWALL BECIAE TNRJ FRAME 4 1'X4' 2X& ® 2X& ® 2X& EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK 1'X4' SECURE TO BLOCK PX4' SECURE TO BLOCK 1'X4• BLOCK WV 3/16' WK2) 3/16' TAPCONS P.T. NAILER WK2) 3/W' TAPCONS P.T. NAILER WK2) V4• TAPO" P.T. NAILER TAPCONS DOOR CASING MN SWANK SIZE J48 1/16' OBJ5. X 4' MN MN SHANK SIZE J45 DOOR CASING MN SWANK SIZE J45 MN SWANK SIZE J45 MN HEAD SIZE 300 MN HEAD SIZE 300 MN MEAD SIZE 300 1/16' OSJS. X 4• MN MN HEAD SIZE 300 MN EMBEDMENT 1 V4') DOOR CASING MN EMBEDMENT 1 V4•) MN EMBEDMENT I V4•) MN EMBEDMENT 1-1/4• WITHIN O' OF EACH ETD WITHIN e' OF EACH END WITIN S' OF EACH END DOOR CASIG W THIN e' OF EACH END DOOR JAl'MD OR WIDCU 4 b' OC. MAX 4 ID'Or- MAX 4 b' OG MAX 4 b' OC. MAX SPACIG ATTACH TO 2X PER SPACING. DOOR JAMB OR WIDOW SPACNG. DOOR JAMB OR WINDOW &°'`� DOOR JAMB OR WIDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANFACTURES DETAILS ATTACH TO 1X PER MANUFACTURES DEran.s. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +3/4" OR +5/4" L=g A TO BLACK +3/4" OR +5/4" 2X4, 1111111 SECURE TO BLOCK WV 3/I6' TAPCONS MN SI4A?, K SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN O. OF EACH lm E4 IS' OC, MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3/16' TAPCONS MN SWANK SIZE J45 MN HEAD SIZE 3O0 MN EMBEDMENT 1 114') WITHIN W OF EACH END e. O•Al 4 AS,OC, MAX SPACING, N' DRYWALL 2X& 1=1 PX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16• TAFO" (MN SWA14C 84ZE JO 1700R CASIG MN HEAD SIZE 3" MN EMBEDMENT 1 114•) WITHIN VOF EACW END 4 W O:C. MAX E"A� DOOR JAMB OR WIDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SNM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" (1AIIdD0A TO BLOCK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 15/18" r1AINDOA TO BLACK +1 15/18" 2X4. 1211 SECURE TO BLOCK WY 3A6' TAPCONS MN SWANK SIZE 146 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WTIH O' OF EACH END 4 b• OC. MAX SPACINY- NOTE. STRUCTURAL 2X MUST BE 2X6, 11110 ON OUTSIDE 4 SEGUED 6ECUIE TO BLOCK TWROUGH NON-STRUCTURAL 11M) 3ft* TAPCONS 3A6' TAPCON MN 1-1/4' MN SWANK SIZE 145 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT I V4') WTTWN S' OF EACH END B' CM 4 bM OC. MAX SPACING- 2X& CMS❑ VJ' DRYWALL ECURE TO BLOCK SEC UV(2) 3/16' TAPCONS.. A. PT. NAILER MN SHANK SIZE J45 DOOR CING AS MN HEAD SIZE 300 MN EMBEDMENT I V4•) WITHIN 8' oR EACH END 4 ISO.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" �AII'IDOA TO BLACK +2 1/4" NOTE, 6141H AS NEEDED TO PLU MI5 JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" Owrxnow Tn wrnrrc +a" 2X4, SECURE TO BLOCK WW 3/16' TAPCCM (MN SWAW. SIZE J4S MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN 6' OF EAC 4 END 4 b' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, cm ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3A6' TAPCAN MIL 1-114• MN SHANK SIZE 348 EIISE011E+T INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT I V4')-Lr WITWIN 6. OF EACH Elm e' CI'11 418.O.C. MAX SPACING- V2' DRYWALL 2X& CM 1 X4' SECURE TO BLOCK P.T. NAILER U1(2) 346' TAPCON6 MN SWANK SIZE J45 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT 1 1,14') WITHIN VOF EACH END 410. OC MAx SPACING. NOTE, SWIM AS NEEDED TO PLUM B JAMB (DO NOT EXCEED 1/4.) 2ND 2X BECUIRE TO STRUCTURAL MEMBER WK2X2d WITHN VOF EACH END 4 6' TO e' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" i1AAisT(li Tfl Ainf:iC +9'• NOTE: SHIM AS NEEDED TO PLU 15 JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3 7/16" v ALNDOA TO BLOCK +9 7/18" 2X4. 111111 SECURE TO 15LOOK W/ 1,14' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE -%W MN EMBEDMENT 1 114•) WITNN e' OF EACM ETD 4 b' OC. MAX SPACING- NOTE. STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROl15.14 NON-STRUCTURAL W0(2) V4' TAPCONS MN 3A6• TAPC2N MN 1-114' SWANK SIZE J4S MN EMBEDMENT INTO BLOCK WEAD SIZE 30o MIN ETIBEDMENT I V4') WITWN 8' OF EACW END e' CM'AJ 4 b' Or —MAX SPACING. V2' DRYWALL 2X& ® PX4• SECURE TO BLOCK P.T. NAILER LLV(2) V4' TAPCONS 1' P.T. X 4' MN (MN SHRANK SIZE JO MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') DOOR CASIINCa WTHN S' OF EACH END 4 10' O.C. MAX SPACIG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE. 8141M AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" /,1ALNDOA TO BLACK +3 3/4" MAR 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-774-4078 mmabdesigngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813-886-2802 SUBDIv. aI: LOT: SILVERA 10 LOT #7 BLK #15 PIROJfECT�I 0 7 9.001- 7 5 LI[o�EL 2795- D GARAGE SHIN;: LEFT PAGE: DETAILS 150 MPH EXP. B Dw 03/02/21 SCALE: 1/4"=1'-0 " BI3EET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL $ MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13672.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 1044E-1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021CR 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FB 8/31/2021 1044E-5 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30441.4 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 1149E-3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 31495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/33/2021 30531.3E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 30531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18/2022 1767E-10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS &DOORS SLIDING G1A55 DOOR - 2020 FBCR 12/31/2024 15353-RS MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-R5 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-115 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20•R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCE CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXi. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395E-2 THERMA-TRU E. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 2395E-5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/51DELITE 2020 FBCR 12/31/2021 2395E-4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1521E-RS OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENE 2020 FBCR 12/31/2023 37922 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 30477•R8 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-R6 LAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-R$ DAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2D23 19901-R4 lAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265•RS )AMFS HARDIE BOARD SOFFIT2020 FBCR 12/31/2023 30330.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 AL 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7745078 FAX 407-7744078 www.abdesigngroup.com � AA R: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81388E-2628 FAX: 813588-2802 vsnJrvac:.oT:SILVERADOLOT #7 BLK15 tOJzCTt/ 07 -7 J►to�rr a 2795- D awRwa3>V aMUM: LEFT PAO)1h PRODUCT APPROVAL STING 15 H B INSTALL PASTENERB (CILJPS NFL STRAPS, STAPLES) AS APPROVED BSIDNG WR4P REMWSD TO SECURE SMALL RE LAPPED A MINIMUM OF PIPE/ WRE TO FRAMING 6' • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. IRA® LAYER ti ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO ISE I' aTlNcco aRaP WITH PORTISER OWATWM TAPE UR6 LAYER a, PORrIFBER PANLDING PAPER g♦ PREFORMED CONTROL JOINT / � � \ PLASTER COAT CEMENT / \ n@TAIL LATH FLANGE OF CONTROL JOINTS T 6'R6- SELP-ADMERSYs MEMBRANE FLAGWING BE WIRED TIED TO LATH • S' \ URB LAYER 4, FORTIMBER / -AD ERINIS ER 4Y@bRA E Or —MAX (VERTA NOTE•_DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO / r nNt L1P • nETAL un) \ FLASHAVG OVER .6PPROVED WALL EVEN V SI D EXISTS HOUSE YAAAP. 1441 N. RONALD REAGAN BLVD. BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH g_ASMUY TO EXTBD ONTO PIPE ORLANDO, FL 32750 SW LEG MAY BE USED TO JOIN 7EN'IP FASTENED1'' (VERTJ OG. MAX AT SUPPORTS �( X X X I PH: 407-774-6078 4�e4' SELF-AER APPROVED MB•BRA►E DURING INSTALLATION X X X — MOUSE WRAI•. AI°I°IFOVED FAX: 407-7744078 WIFE LAYER �, www.ebdesigflgroup.com FASTENERS TO DE SPACED MISS STUCCO WRAP METAL LATH FLAaNR�Y• To I_)(iEND ONTO PIPE AA #: 0003325 • 1- OC. MAX VERTICALLY WOOD SFEATNMG COW. MEAD OF SEALANIT f I RB LAYER F, I * T14M 3 COAT CEMENT INSTALL I AIR DRAFTING BY: r anlcco uAFAP A.B. DESIGN GROUP METAL LATH INFILTRATION DAIFRIER OVER DRAFTING INC. v nN PAPER Lea mw al r 8MEA1FINf LAYER 7. PORTPIBER i / I WRB LAYER FIBER ELASTOYERIC COATNG OVER STUCCO/ 5439 BEAUMONT CENTER BLVD. BUILDING. PAPER / URB LAYER 'IL \ / ( C.V. FINISH (GEE TYP UIM.L SECTION) TAMPA, FLORIDA 336U STUOCO UIRAP PH: 813886-2628 \ i• I, I FAX: 813381-2802 GAP KK TM .• rO •• .' rG •' UA7 0D SHEATHINGBE SECTION PER SECTI N i i i i i i i in H THROUGCOI:NTROL \ " BaNI"r Y1wN.Iw oI.MRtIF Ext• — at poraa d cemard. pl mr JOINTS, BUT SI(.4LL BE STOPPED AND • Rn �mqy wnn u» eppewuoIrai TER AT EACH &DE. PROVIDE 2X4 BLOCKING r MN LA.w Ine°Aafim of exterior lem and framiIN PER ASTM CI069 - PLACED PLAT MAX. 6' TO S' LAP. 4• a.2R 29 a FROM CONTROL JOINT W(EN ALL LAP .1wil mmpI xAth ASTM C 106319a, \ CON710L JOINT FALLS ON I3 or ASTM 1787. L FASTENERS FOR LATH TO BE NAILS OR i STRUCTURAL STUD 2 SCALE: I VJ'.I'-O' Q STAPLES IN COMPLIANCE UV ASTM CI063 2. UM TWO TO BE (NO. IS) OAD416' UM 3. BLOCKING SHOW MAY BE N ADDITION/ TO WALL STUDS REQUIRED PER PLAN RF 4St4' SELF-ADFERM MEMBRANE 6' N ;Nr N N FLABHRG (COMPATIBLE W) MOUSE VERTICAL LATH uPROVEDWAP 14OUSE OVER APPROVED IdOINBE WRAP & PAPER DETAIL � ti / WOOD STUDS, I' OR LESS PIPE W.W SELF-ADHERSG MEMBRANE PENETRATION � T PLASMRG (COMPATIBLE W/ MOWE H�L BNEATNRIG � .. ` .-. I SELF AN7MERAlG MATEMAL) OVER EMBRANE, SIDE LAPS OF METAL w b 4 i b b w b PLASTER BASES SMALL MOSEFLASHING OVER APPROVED•.4 '. FHOINSE WRAP. O"M" TYPE CONTROL JOINT BE SECURED TIED BWLDRG FLAeMNG TO ID(rEND ONTO PN•E THEY SMALL LL 15E ITS. PAPER •L.w ��v BEIILEEN SUPPORTS UATH 00415-IN. (I214 M) STUCCO V LeP • LATH CUT AND OVERLAP ONE SIDE OF WIRE AT INTERVALS NOT 3• LAP • PAPCR SELF -ADHERING MEMBRANE MORE THAN S• (226-MM). FLAa+�• CUT AND OVERLAP ONE SIDE OF AS PER Aem CIO63. INS. MEMBRANE STEP 01 STEP W2 FLLABHNG R O L POLO EAII'1O • R. A O L POLO NIIiIAD • PT. A CPWAM ® ® KIC KO UT FOR REPAIR OF TEARS HORIZONTAL LATH O ,H NURBLAYERS,TEARS, PIPE PENETRATION DETAIL (FRA" lE) DETAIL MAY BE PATCHED & PAPER DETAIL 3 A ' WHOUM )RAP TAPE PER MARV SPED OR N.T.S. vaLD PEEL A STICK Ab WOOD SHEATHING OL R%D wwo . ® L roL° wwc • n. A OR CMU PT. A SVHDIV. ac LOT. SILVERADO LOT #7 BLK #15 PROJECT# 03719.001-07 >wc "27 2795—D GARAGE 811MG: LEFT PAGE: ALL ASSEMBLY DETAILS LAP LArnb W SOLDRG wr 150 MPH RP. B owe NALM RJNa6 NROP • �ai I� STUCCO PRIAM Wit GM ROOF CEMENT WOOD OR -1/16" ZIP WALL ••U.a1 nAeI.HA ; I ROOF PER ELEVATIONS SHEATHING MAR 1201 ° DW�KA-LC�)R FLdlNN6 /.et 4 C� \ a 5ELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION AR NO MT t•DB..ATT®HT W,BE TIaNT MEAL NUrEo a2 y" ,,r °�°�°'�"�) R703.1.1 / ASTM C-&41-14a, MIN. 2.5 L55. PRINT tl�iL lrlrALL I(1D(Gur 03/02/21 OWNS" "A° '°A'°°'TG"'"°°P' PER 5Q. YARD (UTILITY OR NOMINAL DATE oRP mac. ovoaAP 2• WALL NrnbecllGN• SCALE: 1/4"=1'-0" W'°g°° LATH DOES NOT MEET SPECIFICATIONS) SHEET PYO A •RAP "L" FLASHING J� 5 N.T.S. tl tl ��% A I zasAAe•M.e WRB LAYER 01, 2. CONAM • M. ° • aeAec • PT. c STUCCO WRAP (FRAME ONLY) a TILL 4. FOLD r. C OYTAR R. °OfTGn~ANOC ® �' THICK, 3 COAT CEMENT PLASTER IFR TER M 2 GOAT LEGEND CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) ® amL.. ® LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB • TT� ROOF/WALL SCREED •tea• W/33"I_mw LATER f1, STUCCO WRAP) ORAL PGLD. 172 tm THIS 3 COAT CEMENT z D'XS' 'L' TYPE CONTINUOUS WRB LAYER #2 ( FORT I F 15E R — ' — ' — ' ING " PLA°TBa(O"W �' NAIL OETROOF DEAL HCK,NOT BUILDING PAPER) UAUB LAYER, PORrIFIBEIR i0 WALL SHEATHING) BUILDING PAPER ent" SLY) T' mLAYERA�PRaANEeaY, CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X INSTALL WITH ROOF CEMENT AIL at INSTALL b' SELF-ADI-BRING I•IEMBRANE FLASHING OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE ; ; WOOD CONSTRUCTION sEOLrENCE R�+MG TO BE: OVER TOP SIDES L BOTTOM. 2. SIDES. 3. TOP VENT OAP 16 TO BE SET IN BED SELF WOOD SHEATHING I:; F OF SEALANT AT TOP AND FLASHING SIDES ONLY. SEALANT IS TO BE WRB LAYER W, t.TOOLED SO AS TO DEFLECT UNIT STUCCO WRAP WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN BLVD. E-Z BEAD ALL AROUND PREMANUF. DRYERFL _..,.�_.: VENT -APPLY SEALANT ALL VENT GAP (SET)IN PH: 407 7746078 WRB LAYER 4, FORTIFIBER i Jf JOINTS AND INTERSECTIONS GONT. SEALANT) FAX 407-7744078 APPLY SEALANT AT PERIMETER aF BUILDING PAPER www.abdeslgngroupcom BACKER ROD NON -MOVABLE FRAME AND STUCCO AA M: 0003325 ON ALL SIDES.X CAULKING • JOINT 11\ La ALL AROUND SEALANT* 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING DRAFnNG sY: I I PER SECTION R703.7 PLASTER LAYER'(, A.B. DESIGN GROUP EAKWlathing � STUCCO WRAP DRAFTING INC. BACKER ROD I I Exterior use of Portland cement plaster LAYER 4, FORTIFIBER 5439 9EAUMONT CENTER BLVD. SUITE 1004 shell Comply With the application 6 B DRYER VENT (BLOCK) Ya' To Ya' MID -WALL BUILDnVG PAPER TAMPA, FLORIDA 33634 requirements of ASTM C 928-18b. WEEP SCREED METAL LATH PH: 813886-2628 X X' Installation of e#edOr lathing and framingWOOD71M1CTION o FIINISH�WOODD FAX: a13sa6-29o2 Shall comply with ASTM C 1063-19a, it. or ASTM 1787. 6' SELF-ADHESIVE FAR TOG STRUCTURAL WRB LAYER 1, ,, ,• I' : FLASHING a' Cm MAX STUCCO WRAP ' x" HOODED VENT BUILDING PAPER OVER 'QUICK WOOD FRAMED eaI!Ak2wa }' THICK 3 COAT CEMENT FLASH' r WALL PLASTER X IL METAL LATH _ HORIZONTAL WEEP SCREED ^ WRB LAYER R, FORTIFIBER PIPE THROUGH �`" BUILDING PAPER WALL ( FRAME TO FRAME h A saoE STRIP WIN AD4E;81VE FLABHRJC+, CLEAN WOOD SHEATHING l� — MASONRY BEFOREAPPLYING DRYER VENT (FRAME) y: FH514 FED b' SELF ADHESIVE—' DHESIVE FAS&a * MASONRY � l GCS,(�4 HORIZONTAL WEEP SCREEDPER a N _11M BUILDING PAPER (FRAME TO BLOCKS WOOD SHEATHING UNDER 'QUICK FLASH' LAYER 1, STUCCO WRAP S' LAYER 4, FORTIFIBER BUILDING PAPER WOOD UlRB LAYER'1, CONSTUCTION CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP METAL LaTH %VENT PENETRATION FOR BOX INSTALLATION SCALE: N.T.S. O a' CI'lll VINYL CASING BEAD �M CUT •X' INTO ' 6' RAISED BAND WRB LAYER h, SELF -ADHERING V TO)V MID -WALL I STUCCO WRAP MEMBRANE FLASHING ! 1 u�ro semen APPLY SELF-ADHERINGw .�.• WOOD SHEATHINI's MEMBRANE FLASHING $$$ 6' UADE STRIP SELF OVER BOX AND OVER APPROVED WRB ADHESIVE FLASHING, CLEAN I Q MASONRY BEFORE APPLYING. T #1 LAYER ul E Q Z FLASHING ELEC. METER FIELD I STONE VENEER VERIFY LOCATION ELEC. METER FIELD APPROVED OVER SCRATCH COAT VERIFY LOCATION WOUSEIUR'd'P BELOW WRB LAYER °I, STUCCO WRAP APPLY STUCCO SCRATCH COAT HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT CUT SUCH THAT ® APPLY (PC MIN SELF -ADHERING W/STONE VENEER PRIOR TO INSTALLING ELEC. NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTER5 BOX, OVER METER APPLY TO FACE SELF -ADHERING (FRAME TO BLOCS EDGE FLASHING OVER CAVITY TO BE FILLED 'd'PROvED WITH RIGID POLYMERIC HousEwR4P LEGEND ISO(--YANOTE-POLYBLEND FOAM WRB LAYER 02, FORTIF15ER ('GREAT STUFF' OR SIMILAR) BUILDING PAPER DRAINAGE PLANE (WRB _ APPLY A SILICON STEF 1*3 5TEP #4 BASE SEALANT AT POINT LAYER 01, STUCCO WRAP) THAT ELEC. WIRE PENETRATES SVBDIV do LOT SILVERADO LOT #7 BLK 15 13PROJUCTiv 03719.001-07151 atO�EL• 2795- D GARAGE 81UNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXXP. B WRB LAYER are (FORTIFIBER - • - - • - • - AREA TO ` COATVE IIOVR ER A BUILDING PAPER) RECEIVE STUCCO SCRATCH COAT APPLY E-Z BEAD STUCCO/ C.V. FINISH (5EE TYPICAL WALL METAL LATH x—x—x—x 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO OVER b® MIN GRADE 'D' e ° ; METAL LATH MAR 10 � STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH FELT -PROVIDE SEALANT AT ALL LAS WOOD OR 1/16' ZIP WALL COAT LARCsER THAN THE ELEC. JOINTS AND INTERSECTIONS !; . ® SHEATHING METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - — — — - DISCONNECT DATT 03/02/21 NOTE: METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT STEP STEP #(o OCALE:1/4"=1'-0^ R7m3.1.1 / ASTM C-84-7-14a, MIN. 2.5 LBS. U PENETRATION 8 E'1 PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O ELECTRICAL RECEPTACLEA� WOOD SHEATHING WIRE, LAYER 9, STUCCO WRAP WOOD W RIB LAYER 2, FORTIFIBER CONSTRUCTION BUILDING PAPER I%* HAT CHANNEL J' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED TO SREATHMG BEHIND BEEP SCREED WOOD SHEATHING WIRE, LAYER -1, STUCCO WRAP �\ THICK, 3 COAT CEMENT PLASTER �\ FL SWIW. WRAPPED ' FLASHING WRAPPED i i " �� • TOP OF WEEP SCREED i 1 ' TO SNEATWNG BELOW ' WRB LAYER 9, x STUCCO WRAP a H r t U1RB LAYER 2, FORTIFIBER ----------;� M1 I BUILDING PAPER `'q AMICO 6-WiWC-TBm SELF-ADI-EREING WRB LAYER 9, FLASHING WRAPPED STUCCO WRAP I/ J • CORNIER OF CANTILEVER AMI64'POSITIVE DRAM CUSTOM CASING DEAD 2 nceo Srnecn NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL.® CANT. SCALE. - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / A5TM C-541-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 HAT C44ANNEL VBARRIER RESISTIVE `il' THICK, 3 COAT CEMENT PLASTER 5/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED s PAINTED WOOD SHEATµING FINISH J' THIGC, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORDER BEAD 4' POSITIVE DRAIN -; WEEP SCREED VINYL CASAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON ' WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER 2 YMYL CASING BEAD J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT I-EADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAM ncco oroccn VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD RiWN•ED WALL StA-PLa DECKING COLUMN 614EAT14NG h+WEATFIER RESISTIVE PRE-ENG•D TRAMS � BARRIER 9 WEATHER IFE818TIVE !.:; I• _ WEATHER RESISTIVE BARRIER 2 CARRWeR 9 0EAT4ER RESISTIVE _ 6' 9AF. \ BARRIER -2 / PEEL + STICK ' 3 COAT CE r-� RIES VP PLASTER116'x3' 'L' FLASRUJG METAL LATR FULLY EMBEDDED WOOD &$ATFIING IN ROOF CEMENT 1 A' X 3' 26 GA GALV. METAL DRIP EDGE ?4'CAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE � ROD s SEALANT SEALANTMIR DRY WALL:.. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE J' THICK, C 3 COAL CEMENT VINYL CASING BEAD .. ` � BARRIER 9 a• F�oSItIVE DRAM WEEP SCREED UF-AT1 ER RESISTIVE Y.t1YLSA2 WATER PROOFING.' bt BARRIER -2 NO GAP IN FW1D yWiYL CASING BEAD LAYER (2 LAYER PEEL ��'' , STICK) ,.�.� "a, EXTERIOR COLUMN COLUMN SHEATHING L E G E N D SEPARATE ACCESSORIES ONLY) 6' SAP. PEEL s STKK 116'x3''L'FLASHI G. DRAINAGE PLANE (WRB ® i ROOF IN LAYER *1, STUCCO WRAP) OP X 3' 26 GA, GALV. ET EDGE WRB LAYER "2 (FORTIFIBER — — — — — CANTILEVER DRIP 11i'XI N P.T. OR SIMULATED SIN FULL SET IN FULL BED of sEALANT,15'MIN BUILDING PAPER) WOOD (TREX)FILLER EDGE CCNTMUOUS SPACE FROM DRIP 17 Yi GAP FOR SEALANT FACE T.OA TREXBEAD METAL LATH X—X—X-x OPT. BACKER ROD. WATER PROOFING 16t 3' X 26CAEDGE MODIFIED 9® LAYER C2LAYER PEEL i STUCCO FINISH LAYER (2 LAYER METAL DRIP EDGE L RESILIENT I STICK) WRAPPED FROM PEEL 4 STICK) SET M FULL BED OF 14A µAT CHANNEL BALCONY DECK TO 6' PEEL s SEA LANLA' MN VINYL CASING BE CANTILEVER WOOD OR -1/16' ZIP WALL STICK • DRIP SPACE FROM DRIP ! J' THICK, 3 COAT CEMENT EDGE TO FACE TO TREX PLASTER DECK 5W TYPE 'X' DRYWALL SW METAL LATH W/TEXTIRED i PANTED WOOD SHEATHING SELF-ADHE51 VE FLASHING — — — — — r� GAP FOR BACKER FINISµ ! I ')': P.T. OR SIMAILATED ROD W SEALANT J' 3 COAT CEMENT 4' POSITIVE DRAM WEEP SCREED WOOD ( )FILLER CASING BEAD PLASTER 1'I-ASTER CUI�D TWAXIMy$jYL FI WATER PROOFING lot LLEAT1 ER RESISTIVE NER BEAD (SHOWN FOR CLARIFICATION OF LAYER (2 LAYER PEEL 1 t BARRIER 9 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FI901'7 - WEATHER RESISTIVE BALCONY CANTILEVER CICTO •••'•• - BARRIER -2 BALCONY DRIP 6'PEEL t STICK. j 11C EDGE INSTALLATION ® COLUMN MPEDGE TO DECK EXTEND OVER DRIP (W/"L" FLASHING) SUS FLOOR EDGE T�®® 3' X 3' 26 GA GALV. SCALE: NT$ WOOD SHEATHING METAL DRIP EDGE �_. - SET IN FULL BED OF 11S'XI 'Ys' P.T. OR 51M,LATED U ' WOOD (TREX) FILLER DRIP �Y 01, 1 FSPACE ACET TOM CONTINUOUS $ r: GAP FOR DACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING Ise 2x FRAMING MEMBER J' THICK, 3 GOAT CEMENT - ' WOOD SHEATHING FINISH LAYER l2 LAYER LAYER !2 LAYER PEEL 4 PLASTER WRB LAYER 2, FORTIFIBER 1! PEEL s STKX) STICK) WRAPPED PROM 3/4 RESILIENT BALCONY DECK TO 2 IR r,v_ wicen BUILDINGS PAPER µAT CHANJEL CANTILEVER FASTENED TO SHEATHING WRB LAYER 01, J' TRICIC, 3 COAT CEMENT *I' O.L. MAX P -- i STUCCO IURA PLASTER C METAL LATH j METAL LATµ -'. i 5/S' TYPE 'X' DRYWALL UE4TFOODEIW RF_TSHIBTIVE c n WRB LAYER 9, J' THICK, 3 GOAT CEMENT'Y+ WRB LAYER 02, FORTIFIBER WREXTUFiED s PANTED BARRIER 9 -. STUCCO WRAP PLASTER 'y BUILDING PAPER FMISH LLEATHERRESISTIVE WOOD BREATHING , J' THICK 3 COAT CEMENT BARRIER 2? a POSITIVE DRAM b'9ELF-ADHERING ; METAL LATH PLASTER Iicc.D - METAL LATH FLASHING . VINYL COIBJER BEAD -- THICK, 3 GOAT CEMENT YMYL ��✓- BEAD NO GAP Iµ FIELD WRB LAYER 2, FORTIFIBER I (EXPLODED PLASTER (SHOUN FOR CLARIFICATION OF SEPARATE ACCE880RIES ONLY), BUILDING PAPER ..�� QRIP GAP EW FOR CLARITY) BALCONY DRIP 14A CORNER BEAD ® FRAME \ \\\ 11 EDGE INSTALLATION 2 1/2' lk CORNER BEAD (FASTENER d SPACING A l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD 09 BLOCK WINDOW FLANGE '5 7 WRB LAYE BUILDING METAL LA J' THICK; PLASTER b'SELF4 FLASHING DRIP CE nIINN.M.ml 15B CASING BEAD ® WINDOW (FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7745078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 mo IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-986.2628 FAX: 8134186-2802 BU13DIV. U!W LOT: SILVERADO LOT #7 BLK #15 PROJECT# 719.00 - 7 51 1 o;?.=- 2795- D GARAGE 9IIIATG: LEFT LPAGEL.LL MBLYAILS B WOOD SHEATHING U1RB LAYER *I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER -� METAL LATH ' J' THICK 3 COAT CEMENT\ PLASTER -� 00, s 0 0 - .. " 0CLARITY) DRIP CAP WINDOW FLANGE WRB LAYER M, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 9' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH d' THICK, 3 GOAT CEMENT PLASTER -------� FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW 15C (FRAME, W/BAND) METAL LATH WRB LAYER STLICZ�p WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, }' THICK 3 COAT CEMENT STUCCO WRAP PLASTERWRB t LAYER 62, FORTIFIBER VINYL ANGLEDGS BUILDING PAPER CASINBEADMETAL LATH G VINYL CASINBEAD J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 1"7A BAND (FRAME) SCALE: I I=1'- A GAP TYP CASNG BEAD IX TRIM MEMBER TO TRIM ® STUCCO TO SIDINGS TRANSITION SIDING STUCCO WRAP k THICK. 3 COAT CEMENT PLASTER METAL LATH UlRB LAYER 4, FORTIP15ER BUILDNG PAPER WOOD SHEATHING WRB LAYER 9, STUCCO WRAP `— CA�I�BE�EAD 6' SELF-ADHEREING FLASHING OR PEEL s STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) �— 15EYYOOrCGN87RUGTION WOOD SHEATMNG RESISTIVE �Tt \ UTATiER RESISTIVE BARRIER 4 LA" bow. 6. SELr-ADWMMFLASHING uve FLASHING t �• WEATHER Ftm IVE BARSTARTER \� \\ STRIP 6�AIII�ERRESISTIVE cA11LK O2 I \ y W� -AD44 R jMOT _ _ — — \ W. \ GALV'D FETAL _ '� GALV'D PETAL 'Z' FLABMNG ,Z, FLASHING - 'I.— DO MOT CAULK oR =' SNALLATEDTRIM MEMBER \ \ !'�bLQCme►i WYaoD6 SIMULATED \y \\\ / ORAFYRO SEALANT � ATYY'1f SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD DTRUCTICN BEY WEATHER RESISTIVE SA�-1 it DE(RESISTIVE X,__ Yf LAP SIDING LLRi�/f.' REVEAL I `7 6F-FLASFI��' / \ STARTER STRIP NOT CAuuc OR LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME WRB LAYER 62, FORTIFIBER TV BUILDING PAPER E-Z BEAD VINYL CASING (UY%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME 6' SELF-AOHERN6 I �FLASHNG UEATFER R-618TIVE \ BARRIER 9 TO LAP 6'MK ABOVE TOP i of Z. FLAWING ' I I I WEATHER RESISTIVE i 5ARRIER'1 I WEATHER RESISTIVE / BARRIER 4 i `GALV'D METAL 7'FLA6HNGon j WINDOW FLANGE ur8ov6TRSr�R `oF i 19 ASHMG E-Z BEAD VINYL CASNG Y' X 6' SI UI.ATED (W %* FLEXIBLE PVC , ul�oD TRIM I'E'mER BAC ER ROD) \ / ' SE f_,� 6' SELF-ADHERNG I I I FLAWW. PLA6HNG \ 7G' THIOG 3 COAT \I AL GAP WACAULKII T PLASTER \ I OR APF9 DVED SEA WEATHER RESISTIVE •' WEATHER RE616TIVE BARRIER'I BaHIIER 4 WEATHERRI RE616TIVE E-Z BEAD VINYL CA BARRIER 4 rIW'16' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO TWER I918T1VE ® FRAME TO FRAME �� TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHI► -s WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL t STICK OVER FLANGE BEAD VINYL CASING 2X FRAMING (W/ (W/' FLEXIBLE PVC BACKER ROA MEMBER .APPLY FULL BED OF SEALANT BETWEEN !' FLANGE 4 BUILDING WRAP BUILDING WRAP � Z BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-8078 FAX 407-7744078 www.ab lgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134BW2628 FAX: 813886-2802 sysaIV. a. X,0 SILVERADO LOT #7 BLK #15 PROJECT#T 03719.001-07151 1[O�EL' 2795- D GARAGE SVOMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B of W TARN IN IlEEFUIG TE VENT FR,—Y PLIONED. VENT PIM W SEALED IF —D. HALL IN RACE SHORN N A' GALVPNZEDFROPARAININ 11511161-1IP NNLS AT EACH OORNER. ROOFING CEMEM SHWLD E APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE ANDARWND THE ENTRE PEPoMETERAS CUTOUT THE GOOSENECK VENTOPENNG IN TIE ROOF SIffATMNG. 512E TiE OPENNO IN ACCOgppNCE N1TI THE RECOMMENDED Ni SEVERE HEATHER COASTPl CpISTRUCTON20NE8. CHMTSHOVM.IN TE EVENi A MECIWACAL VENT FAN IS USED, SIZE 11E VENTOPFMNOIN ACCCRDVICE VITH VEIN FAN MANUFACTURPS RRNG CONNECTION INSNOTC NS. DON INTO TRUSSES OR PPFIERS HTEN CUTTING THE OPENING IN THE ROOF. WIN RRI INTERFERING SHINGLE NNLS ARgRD TIE PERNETER OF THE OPENIKKi 50 TFNTTiE HARING FLANGE OF TE VEIN! lAYS FIAT 1b THE ROOF SHEPIHNG. SIKE 1 THE TOP AND SIDE FLANGES OF TIE VENTIW AND IRNET SNNGLES.pLLQVTHE BOTiOIA VENTFLNIGES TOIAY IXi THE TOP OF THE SMNGlES. IF --YI •�u ROOF HOOD VENT DETAIL SCALE, NT6 TEMPORARILY — FOLD-tP A SECURE HOIXdRAP (OR CIR HOIBEYR/IP TIM FLAP UIDFJV AT 40• ANGLE t HEAD _• -- FOLD IIDIMEIUSAP N AT JAFOS 1 SILL APPROVED WOUOM TRAP OVER SNEATHUIG OVER UO STUD WALL SLOPE SILL MO. TO EXTERIOR STEP 1 STEP 2 MOLDED AROUND &BE OF RPE AND OVER FLA ALIGN R..GS&*O UV W. EDGE OF SILL MO. MECNANrxI.Y FASTEN FANNED EDGES. (CAP NAILS, STAPLE61 INSTALL DUPONT REXWRAP AS n RASNFIG AT T14 PLUMBING VENT DETAILS SCALE. RW— ANM AND LEAD IPPLY TO BACK I IINDIM NAILING LANCE N LSE UW I0LE6 OR $Lam STEP 4 -Y VALLEYFLASHING SCi OR HEAVIER FELT UNOERIAYtENi PGPHNT ROOFING CFMEM NO FASTIERS NTTAN 6'OFCENTEPo)NE �-EXTNl1 FASfiffR51N END OF SHIN0.E -EXTEND END SHINIX KYON AT LEfST 1--NE VALLEY CENIEPoINE CLIPPED OFF �OEGRE — �vSHINGLES TRIMMED Y 9^GK FROM VALLEV CENTERLINE Vol L IT 16 THE CONTACTORS MOP0046MILTY TO VERFY ROOF VALLEY DETAIL T�CQTPATmILRYTSALL PRADWERINCLUDNG TWE O WATIBILITY OF ALLPIRADMERNG SQALE. NT6 FLA6NN6 MATERIAL& USED DUWa CQNSTRCTION 2. INSTALL ILL MATERIALS PER MANUFACTURERS U NTTEN SPECIFICATIONS WARNIN& SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE NOTE - CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW It% FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCNEM SWOON SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTFIUSION BELOW THE WINDOW OPENM SEAL INTERIOR PERIMETER OP WINDOW UMTN SEALANT INSTALL 6• WIDE ADHESIVE BALKED FLEXIBLE PLABIM�G MATERIAL OVER DRIP CAP ►tlTALL 6' JOINT (PRDTECTO-WRAP APPLY SELP.ADllp1G POLD Iq0 F DOWN! . TAPE BT-20XL Q EQW)FLASWM OVER DIAGONAL � WAD PLA6NNG N2TH END AD Q' 4 WINDOW OVERT DAMS) NAILING PLANW INSTALL 6' SELF-ADNERSIG FLA&AM OVM NAILING PLNYf AT ExTQo .'48• BELRAD/EIT+Nr. iPLAAWM�� I 'AMES BEYOND PLA64M MN INSTALL VINYL DRIP APPLY 06 N2U (d ? CAP EGUAL) 6EALANT . FLEXIB RPLA61G MN 11 BELOW SSJ. FLEXIBLE PLASNN6 Do NOT SEAL BOTTOM AN o STEP 7 STEP 8 '14� WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS FWID APPLIED R..AGNIM (LANCO UHRE-SEAL RC -SS OR EOIAALA SLOPE SILL TO EX WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NT6 1441 N. ROHALD REAGAJOLVD. ORLANDO, FL 327PH: 407-774-607FAX: 407-774407,NHM,.8gN AA #: 0003326 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 818806-2802 sysDlV Ac LOT SILVERADO LOT #7 BLK 15 PROJECT# 03719.001-07151 '' 2EL795— D GARAGE INSTILLING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B of \\ t1 1/8' TEXTURED .i' FINISH • WOOD, 00 1/2' TEXTURED 2x6 SUB -BAND FNISN • cm W/I'x4' NOTCH 41 nErAL LATH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP WOOD 9HEATHINCs OR CP1U WRB LAYER M, DRIP EDGE i`\ STUCCO UiAP(FRAME acy) \ UiB LAYER n, FORTIFIBER '1/8' TEXTURED I \\ --- BUILDING PAPER (FRAME ONLY) FINISH ® WOOD 1 \ 2X6 SIM BAND 1/2' TEXTURED \ ROOFNG CEMENT FINISH a CMU \ � \ DRIP EDGE METAL FASCIA \ METAL KKX OUT WRAP Ye' FROM © FLAN B STUCCO, 1. FROM \ \\ WOOD WALL EXTERIOR WALL \ \ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ©PLN ,4 \ \ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK(BEYOND) 00 `\ DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) '1/8' TEXTURED FINISH a i WOOD, 1/2' TEXTURED �/ FINISH * CMU 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAt 'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT is ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL I& WALL 3• x LN x x x x- x x x x x x x x �4!: x x x x x x x x x x x x x x x x x x FRAME OR CMU 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 WALL KICK -OUT FLASHING x x x x x x x x x x x x x x x x x x x x x FELT PAPER x x x x x x x x x x - DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE MAR 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A ROOF EDGE ED FOR SUB BAND DETAIL ® WALL GLARITY W/KICK— OUT 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 F44: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 GRAFTING By: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 8134386.2802 SLTBDIV. at LOT: SILVERADO LOT #7 BLK #15 PROJECT/T 7 1-071 1 MOP.EL' 2795— D GARAGE SIFMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH W. B D � 03/02/21 SCALE: 1/4"=l'-O" SHEET WA6 4" CON, SLAB 0'-0" 19'-4" ----TE1 -----LI 1.1 4'-4"`\` 3'-2" T-2" 10'-4" 8'4' F2-30X30I 1 4" CONIC. \\\ v SLAB wa w t� 4" PVC CHASE F7-30X30 q rn a \ iv '4" 9'-2" 5'-10" -3 1/2* @Z \\ 1 1" PVC CHASE— FM-16X18 w O FOR ELEC. @ Y EXTEND ' ILL ISLAND 0 SLAB / 1l2" 1.1 I I a___________ 0 -0" TOP OF� __________a �\\,` SLAB I L TE bcb %%% i -0'At. Iw ` \` XI J I` LL TE 1 F 1 12 I 1.1 %`\ \\` 4 0 m I� I\\ ` I I� LL ` \ b \ I 20'-8" 29'4" � I I � F I 1 1 1 I I 11 1 11 1 tl 1 u 1 •=y� _-- TE2 —_ I I 1 N L TE2 — — — — g ,., 7 1 1.1 -51Nay/2 * 2'-3" 5.0, II1I1 II1I1 18'-1180-0" " ' EXTEND SLAB 1 1/2" Y 2i �R 1A L X18 F33M'3-'16, Fl-2424 X mLLr 1/2" 16 FMC-16 "CON . a1 r4r • V4r SLAB m I 2 a w 1.1 i• O o. m — FM-1 18 rn 1� ro� 7'-8" 121, 1 71/2 4 FM 16X18 F1-24X24 — — — — — — — FM-16X18 u. TE_i sp m 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 w0'-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.AINDICATES #5 BAR, 13INDICATES #6 BAR,/NDICATES #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 900 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 =361, 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 TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WON SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xWlA OVER GENERAL 31l2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30r' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FW16x18 16" CONTINUOUS IT - (2)#5's FMC-l6xl8 16, CONTINUOUS 19, - (2)#5's #5 IN CURB VARIES Ft-2424 24" 24" 17, 1) 's 2) s (-)8" BELOW GRD TE-1 91 SEE PLAN 81, - (1 #5's _ (-)014" TE-2 e" SEE PLAN 8" - (1) 's - (_)0•{p CWC-12X12 17• CONTINUOUS 17, - () #5's #5 IN CURB VARIES F1-30X30 3a' 30" 17, (3) #5's (3) #5's (-)V' BELOW GRIDF2-3OX30 3a' 3a' 12' (3) #5's (3) #5's -)17' BELOW GRD FOUNDATION PLAN SCALE: 114" = V-O" IR 1 1441 N. RONALD REAGAN BLVD. ORLANDO, FL32760 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup,com AA #: 0003325 L RAFTING BY: ESIGN GROUP AFTING INC. UtMONT CENTER BLVD. SUITE 1004 A, FLORIDA 33634 813886-2628 : 813866-280200 BVHDiv. de LoT SILVERADO LOT #7 BLK #15 PROJECT# 03719.001-07151 1[O�EL• 2795— D GARAGE ar/ING: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED 77, CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS t T��'p d LLI SPACING REQUIREMENTS ?' 1 .,,... . off, y Q FM a- O W e" CMU WALL 0 8" CMU WALL I ' ° _ f CORNERSAMESIZEBAR g o Z ^ - FOUNDATION WITH L.EAG EACH M w 0'-0" - $ ITT r WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB LA13 TOP OF SLAB '~* I ., VI SO THAT THE STEEL REINF. IS CONTINUOUS I( MATCH AMOUNT OF CONTINUOUS BARS ° EXT. PORCH SLAB ° SEE SLAB SCHEDULE SIZE 48 BAR DIA. 4 CHAMFER (1-STORY) EXT. PORCH SLABJO - VARI S(aBAR SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE NT ISOLATION ° (WHERE ♦ •#4 6" CHAMFER (2-STORY) 1✓Y' 24" W/ 12" ISOLATONFER (1STORY)JOINT IFER (2STORY)JOINT FND APPLICABLE) Z SEE SCHEDULE �., (WHERE. z • nEDULEWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZEAPPLICABLE) BAR SIZEDIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY, UANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE:34"=1' T n 2 GARAGE scALE:3a=ra• CORNER BARS DETAIL @ 3 SCALE: 3/4"=1'-tY' GARAGE DOOR LAP TOP PLATE A MIN. OF 48" RECESS AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT mm11 W 5 j LAP TO OCCUR OVER STUD OF WALL WI PLAN /n W g. W = W 214 OR 2.6 WOOD BEARING PROVIDE BLOCKING 10 W WALL W/ SYP W ❑ a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE CURB FOR > /n NEW REINF. BAR 00, IL SECURED W/ 2- PART 1/2'k9" WEDGE ANCHOR W/ 7' PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PL MASONRY UNITS SET a g EPDXY. MIN. EMBED PLATE EPDXY 5-1/Z' EMBED. MIN. @ IT OC '0+ AT ELEV: T'CAPPED GALVANIZED PIPE Q 8", UNO I SIMPSON SPH4 OR SPH6 MAX. WIFLANGE @ BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE tr SPECIFICATIONS FOR ANCHORS W/ 10d x 110 _ I USE AND COMMON NAILS FILL ALL in 0 4" 4" PREPARATION OF HOLES, DO NOT USE 10d W HOLE. x 3" w SEE SLAB SCHEDULE SECURE FLANGE TO w '� Q RECESS AROUND GARAGE SLAB W/(4)1/4"X 21/4" o o ._a.a• > TAPCONS �•Q�° TOP OF SLAB ° ; ° DOOR OPENING 4 g SCALE: 3/4"=1'-0" 4" CHAMFER (I-STORY)- 6" CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE LAP TOP PLATE A MIN. OF 49' FOR WXD, BAR SIZE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND BAR QUANTITY LAP TO OCCUR OVER STUD OF WALL W/ PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL D BEARING PROVIDE BLOCKING 7 SDALE:34"='-0" (W/ UPLIFT) 5 BOLLARD MONOLITHIC FOUNDATION 6 WALL /SYP No W2 STUDS SEE PLANS FORS ACING. SINGLE SCALE: 3l4"=1'-(Y' SCALE: 3/4"=1'-0' BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W - MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. Awl LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON SEE SLAB SCHEDULE NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED Q LAP TO OCCUR OVER STUD OF WALL W/ PLAN ra CELL SEE PLAN FOR SIZE AND +- 9-a' SPACING REQUIREMENTS TOP OF SLAB - 2x4 OR 216 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL OIL . PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Q W • s ° ADDITIONAL METAL m U CONNECTORS NOT n EQ. EQ. EE SCHEDULE REQUIRED WHEN NO Kto FOR WXD, BAR SIZE UPLIFT IS PRESENT. 0 8"CMU WALL POURED LINTEL CONT. (TYP.) AND BAR QUANTITY +-0'-0' 8"CMU FILLED CELL (TYP.) INTERIOR CURB FOUNDATION WOOD WALL 70P OF SLAB SEE SLAB SCHEDULE _ ° °2XWALLFRAMING+-0ZF WGROUTED TOPOF SLAB Z SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO LATED" COLUMN PAD CELL, 4" FROM ENDS AND a♦ ' m NTERED UNDER WALL AND URED MONOLITHICALLY WITH L 16" O.C. VERTICALLY MAX UNDATION AND SLAB SEE SCHEDULE_ULE FOR WXD, BAR SIZE R SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY �/II.. e' Y,�IEa e� D--INIERIOR FOUNDATION WOOD WALL 6GALE:3""=''�' COMBINED EXTERIOR MONO- FOOTING AND COL. PADS INTERIOR FRAME BRG WALL TO'' BLOCK WALL CONNECTION MAR (NO UPLIFT) 10 34-, 0 11 SCALE: Itle3tOni. �L E RECESS FOOTER S129SHOWER SCALE: 1 "=1'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813386-2628 FAX: 8134NW2802 BUBDIV. de L.OT SILVERADO LOT #7 BLK #15 PROJECT# 7 - 7151 DLO"EL. 2795-D GARAGE ST►IMG: LEFT PAGE: DETAILS 150 MPH IA. B 4 0 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w abdesigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 SUBDIV. Z LOT SILVERADO LOT #7 BLK #15 PROJECT* 03719.001-07151 mopEL: 2795-D GARAGE OWING: LEFT PAGE: DOWEL PLA 150 PH .JB RINT DOWEL PLAN PDATIM 03/02/21 SCALE: 7/4" = 1'-0SCALE: 1/4"=1'—O' " 11 SHEET s1.2 TIE VERTICAL REBAR TI TAL TO HORIZATIONAL REBAR HOOK GROUTED BOND BEAM TIE VERTICAL REBAR jr VARIES PER ELEV. Z Tt 9. TO HORIZONTAL REBAR W/ 10" HOOK a. _ e GROUTED BOND BEAM iv VARIES PER ELEV. Z C n. g o p #5BARS Ir FEll - 8„ m 10" HOOK I. cQi 6 f • • Q J ° •a —�: _� • d°" —� -• �.� • 4 • �- 5 -� • a CLEAN OUT REQUIRED Z N O 1-d O FOR INSPECTION m O l Ia m M 0'-0" FIN. FUR. O ° TIE ERREBAR TO HORIZONTAL o Ell - REBAR W/ 10" HOOK a�P BAR SIZE 48 BAR DIA. 1 , Z OS4 U N3 18" 24" #5 39' Q ap CMU UNIT DIMENSIONS ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR�SIZE 48 BAg DIA #6 36' 17 47' METHOD #4 24" MASONRY SYMBOLS HORIZONTALAIERTICAL HORIZONTAL/VERTICAL #5 30" 3 SCALE 3/4"=1'-U' REINFORCING REINFORCING 2 SCALE. 3/4=1'-O" MAR I 1441N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-7746078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8138862802 SUHDIV. de X02' SILVERADO LOT #7 BLK #15 PROJECT* 03719.001-07151 >, 92'7 795-D GARAGE SWING: LEFT PAGE: DETAILS 150 MPH fV. B FRAMING NOTES: rrt---- r------- ---------- ------------- ------- --------- ---------------- I ♦ 8F16-1T/0M/1 B 8F16-1T/0M/0B 8Fi6-1 T/OM/1 B 1 1 -0 12'" 5'-10" 1 y,-4" 1 % 4 1 ♦ 1 6 m c 1 `♦ 1 m 0 ♦♦ o I F 1 `♦ 7 ♦ AH7 8F16-lT/0M/l B 10'-6" 1 °D 1 , ♦,%% 1 1 ; 1 ♦% UNO, PROVIDE BB1 WHERE 1itROOF TRUSSES BEAR, TOP ♦ OF WALL EL. 9'-4", LINO. 1 ♦♦ 1 I 1 1 1 ,♦ `♦ 1 I ` ` `♦ 1 1 � 1 1 ` I ,` ,`♦ 1 1 1 ` j 1 ♦ ITR/o woe ♦, I IODQQQQQQQB Ell 1 ; -4'-4" `i 1 1 1 `♦ j 1 1 ,El 1 1 % I 1 I� ♦ I i I 1 1 0 1 8F36-1T/OM/OB 1 I 91,4^ 1 8F16. 1 r'----------- y---------f ---•� 1 8F36-1T/0M/l B - - - - - - - - - - - - - - L-==----------J L - - - - - -----J LIFT BEAM PLAN SCALE: 1/4" = V-O" 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-W 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. PLACE 20 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, .17T' ° x2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCIR P'T10N REMARK 1Q (2) 2X12 Q2 (2) 2X8 BEAM SCHEDULE OZZZM 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 (cI) SIZEWxH REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BB! MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdeslgrgroup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX 81"862802 stmDrv. ae LOT, S ILVERADO LOT #7 BLK #15 PROJECT# 03719.001-07151 MODEL. 2795-D GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTE 150 MPH . B m SCA M: 1/4"=1'-O- a*== s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'k6' 1>l5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\\� PLACE STEEL HEIGHT. FOR REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 1a� r\G� STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8'k16' 7O 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. o , A \\� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. VERTICAL REBAR W/ 10" HOOK / F ��O 8X16 DEL BONI D TOP OF p,05 BEAM W/ (1) #5 BAR BOND BEAM FM EACH COURSE p 8X8 BOND BEAM - TOP OF • W/(1)#5 BAR "� BONDBEAM 30' TYPICAL �OQ��\� F FILLED W/GROUT .\Y\p U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 16-1 T/ 1 8X8 PRE -CAST CONCRETE 05 (DEL LINTELW/(1)#56AR(L2) _ LENGTH OF BAR = WIDTH OF MASONRY CORNER HEIGHT FO# #5'S, TOP OPENING - 2' EER'S INTENT BOND BEAM COURSE 2 BEAM DESEGNAT ION REINFORCING OF BOND BEAM HIATXFXXNITHMIDBINDICATESADOUBLEBONDBEAM #OF#5'S,BOTTOM 8X8PRE-CASTCONCRETE 1 AND XFXX- ITAMIDB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Li) REFER IT IS THIS ENGINEERS INTENT SCALE : 3/4"=1'-0" TO PLAN FOR LOCATIONS AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - ITAMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3) 1-3116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 16' O.C. MAX. MIN 1-1/4" _ EMBEDMENT #5 BAR BENT AS SHOWN �a 2%6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 3 14T' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 6' = SLOPE FROM EACH END AND 18" 1p. N 1-1/4" 'Lk' ^ EMBEDMENT 0 _ 2%8 (MIN 2X3)2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE 30D MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4" 6' FROM EACH END AND SECURE TO SHEATHING WI UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114, MIN, 2-12d PER BLK. EA. END VC.IWAUL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAYFRAMINGDETAIL AT CORNER STEP SCALE: 11/7'=1•-0., 5 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I — > I SINGLE #5 CORNER A BAR, 3OX30 TURNED UP rA O ( I OR TURNED DOWN INTO STEEL REINF. OF � FILLED CELL BONO.BEAM a II i II I� II PIER PROVIDE #5 BAR / W1 W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE I N SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1-" _SINGLE LINTEL, MULTIPLE OPENINGS � SCALE: 3/4"=1'1T 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwzbdeslgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, SUITE 33634 PH: 8133B6-2628 FAX: 813586-2802 avHy Dlat LoT SILVERADO LOT #7 BLK #15 P12oJECT� 719.001-07151 aco�El: 2795-D GARAGE SWING: LEFT PAGE: DETAILS %150 MPH JtV. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x i 1/2" HDG NAILS. '- CONCRETE TO WOOD FLOOR: CA IEI n --n----=--tir--r----�r----e-- CASIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: n 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 CJ3T = IN u a e n e —'eB n e n e e n a u a n a n n =I CJ3 4 SCHEDULE. 3.. ALLPLYWOODFOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE p R p MEETING THE REQUIREMENTS OF AFG-01 ANDAPPLIED IN ACCORDANCE WITH CJ5T = u e a n n iRRs n u a u n n u 1B a IN n a :==I CJS MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1'e` I AH7 0 ARE TO BE GALVANIZED. '1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, I I I CONNECTERS ARE TO BE GALVANIZED. AH9_ _ 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE — — — — — CONCRETE UNTELS. AH11 im= !i1==-==____ --__ __ m--- sNow __�________—__—__ -- — —_-- mmmJ= 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 1 3 CLEAR SPAN OPENINGS. `----------- ----J _ _ 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). AH13 --a 'YEA 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE I SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND I APPROVAL. AH17 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED AH19 I FASTENER, ZF 72 PBS36, .1 TT— x 2 7/8" LONG, WITH WASHER Q I6"O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. AH21- 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON I RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS AH23 22x36 NOTED OTHERWISE. ATTIC I A = ___________—I6gQESS-' /+ I I = z== =I...._________� TRUSS MANUFACTURER / ENGINEER NOTES: r , s �J_ Al _ 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS Al = _ WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO Al = TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8"FROM THE CENTER OF THE COLUMN. AZ = I I o I 1 L----------- PREFABRICATED ROOF TRUSSES Q 24 O.C. MAX A4 = ___________________ ____�_=====zc==ate—�.... . = AS I I I I AS I' I AH23A I I AH21A L--------------- AH19A AH17D = ________- - 22x54 =�-__- ATTIC AH15D =ACCESS (2)H10A(TYP @ EARING WALL) i I AH13D L----- AH9D DI 9l___ _ w==—=—= F Di =_____===�=s===== _.�_____ 1A =—le = ==a== FH7 Di = =sa==a=as=ate=== _______ ___ ' _ ,P� FH5 D — - CJ3 = a m n = JC-JDGC= =�z=_-e=a pe CGE -�-_ - o = w= U FRAMING PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngrouP.__ AA #: 0003326 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 81388628.2 SUDDIV. de LOT SILVERADO LOT #7 BLK #15 PItOJSCTp 03719.001-07151 mog,ri- 2795-D GARAGE 8WING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B -203 SCALE: 1/4"=1'—O" 8i1EET s3 ENGINEERED WOOD TR ISSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" L A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od x 1 J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON "ROOFAVALL/FLOOR HTSM20 AND (4)1dTO 'x B{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 7' x 4", TRUSS AND (4) 1/4" x 21/4" SHEATHING (12) 16d x 1 �" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d x 1 }"NAILS TO 6', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER- PROVIDE 6' W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{l) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 7' x 4''• CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) tOd x 3 }" NAILS TO GIRDER AND 6', 6' x 4'-0" MAY BE ADDED alp HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ 1W NAILS, 2 ROWS, 3' CONNECTOR BLOCK WALL W/1010tl TO 1441 N. RONALD REAGAN BLVD. WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE ORLANDO, FL 32750 ADDITIONAL PLY MAX. TO TRUSS AND ANCHORSTITEN 2 1/4" x 2 tl4" lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN CONT POUREDINTEL CONTINUOUS BOND BEAM PH: 407-- 7 4-40 8 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) t' x 6' TITEN HD TO CMU AND (12) SDS www.abdesigngroup.com 2x SECURED W/ (3)16d J" x 2 k' TO GIRDER AA g; 0003325 GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) }'x 5" TITEN HD TO CMU AND (18) SDS J' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER DRAFTING 12" O/C FOR REVIEW -(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL 2x SECURED W/(3) 16d A.B. DESIGN GROUP GALV. COMMON NAILS. (2)},x STITEN HD TO CMU AND (18) SDS J" x 3' DRAFTING INC. 1.2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEAUMONT CENTER BLVD. GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED SUITE 1004 MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS TAMP0. FLORIDA 33634 SEE SCHEDULE PH: 813SM2628 A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. F.: 81349862802 B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7' COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8865 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR Ir, IB �" GIRDER CONNECTOR(S) SCALE: a!°��_�� o �R �C TYPICAL ROOF J SCALE: 3l4"=1'-0' GIRDER CONNECTOR(S) 4 CR (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 314" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA. TRUSSES WHERE SEWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO XSRACING IS PRESENT AT COVER 5 TRUSSES) 4'-U' O.C. (AT SHEATHING LSTA12 20 GAUGE WI 10dx12 HOG NAILS 0'-0" TO 30'17' (1) "X' BRACE SEAMS) 0 EACH END. TOTAL OF 10 30'-l" TO 60'-0 (3) "X" BRACE N. (1)"X" BR ril 8'-0ACE® CENTER SECURE l PT. PLATE PER -ELEVATION FLOOR " MAX (W/1X4) RACE DIVIDED TO BLK W/ VT DIA. a GIRDER FROM CENTER TO END. QUALLY ANCHOR BOLT W/ 7' OR 10'-0" MAX (W/2X4) WASHER SET IN HIGH •' 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PER ELEVATION MAX. • lx4 DIAGONAL SECURE GABLE TO 2x8 PRE-ENG GABLE TRUSS PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE W/ 12d's 6' �t BRACING, SEE STIFFBACK (AS PER O.C. MAX 518" GYPSUM BOARD OR 12' HIGH PLAN FOR LOCATION TRUSS ENG) STRENGTH CLG. BOARD b 7 V }a> MAY NOT BE CONT. 2x4 SECURED W/ iv a F REQUIRED TO BE INSTALLED CH TRUSS SECURE TRUSS TO TOP PLATE wl (2) IL Z 16d TOENAILS 10'-0" O.C. MAX. HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7"EMBEDMENT DOUBLE TOP PLATE WOOD ROOF TRUSSES O N T-1 SLAB & (18) 16d x ` 2x4 OR 2x6 WOOD BEARING 2-12' NAILS TO POST., SEE SCHEDULE FOR WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY BOND BEAM REQ. x PLANS FOR SPACING, SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE _ 2 i — — PROVIDE BLOCKING a' lx4 BTM CHORD BRACING 6-W O/C END WALL OR OTHER 1/7' GYP. WL. BD ° MAX., OR 2x4 BTM CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN • ! ° • - •' �' COMMON NAILS AT EACH CHORD INTERSECTION T �� BLOCK WALL W/ GABLE END BTM. CHORD BRACING SCALE:34"=1'-0" 6 6QALE:3/4„=,'-0• PRE-ENG'D TRUSS '° 5 GIRDERNVOOD POST CONNECTIONS a, SCALE: 3/4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. Y 5'CENTRAL �A`E �'4-'=',-a, (NO UPLIFT) SPACING SPACING w NOTCH DEPTH 1/4'D W .411 HOLE EDGE >5/6' I' HOLE DIAMETER 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY SvsDIV ae I.OT: SILVERADO LOT #7 BLK 15 PROJZCT�T 37 5 — 7 ''27' 2795— D GARAGE SITING: LEFT PAGE: DETAILS Z 2. END OF FRONT AND REAR LEDGER SHOULD 150 MPH B °p g LAP A MIN OF 4'-0", 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS imm3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS Z 4. EXP. BOLTS/J80LTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE 15B" °D CLOSER THAN 6' O/C. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND A-SIMPSONHUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° SIMPSON TITEN 80LT/J-BOLT, 6' MIN. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. DIA x 3" MASONRY SCREWS MAYBE USED, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3W` SIMPSON TITEN BOLT/J-BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C-SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 34-- SIMPSON TITEN BOLT/J-BOLT, 5" ol MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" BTM. HOLE DIAMETER MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. PLATE < 3/5•D OBL. STUD E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 6' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" STUD NOTCHING It SEE SEE TR ss R T CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 512' MIN. EMBED(TYP) THE USE OF ALTERNATE MATERIALS MAY BE . b 1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE USED SO LONG AS THEY CONFORM TO THE PLACED INTO GROUTED CELLS, 8"ALL AROUND BOLTFOLLOWING LEDGER SCHEDULE MARK SIZE BOLT SIZE 8EDGE8PACNG CENTRAL8PACNIG A DOUBLE 218 12" 6' O/C 16' O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 200 12" 8" O/C 16" O/C D DOUBLE 200 3/4" 6' O/C ZV O/C E DOUBLE 200 14" 6' O/C 16, O/C F DOUBLE 202 3/4" 6' O/C I 12" O/C A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. q 202 93 8 DARTE�r 03/02/2 r.,-,'�ALTERNATE MATERIALS _ SCALE: 1/4"=�'-o" SCALE 3/4"=1'-0" r--,,AND BORING LIMITS WOOD LEDGER DETAIL DIME 'r11 pp U SCALE 1 12'=1'-0' 0 SCALE: 3/4"=1'-0" S 3 1 IF FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3116""x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 1d-0" BUT REFER TO TRUSS ENGINEERING 2x4 OR BRACIACK, FLOOR BRACING 1 SCALE: 3/4"=1'-d' SIMPSON H6 W/ (8)8d COMMON NAILS 21 STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING 29 SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12" HDG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" PLYWOOD SHEATHING, SEE "ROOFWJALUFLOOR SHEATHING FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 24" O.C. W/ (2)12d TRUSSES 0 24" O/C, TOE NAILS EA SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW AND APPROVAL 777 ff. SEE SCHEDULE (2) SIMPSON OTC CLIPS W/ FOR BOND BEAM C 3/16' X 1 SC REO CONCRETE SCREWS INTO CMU AT BLOCKING W/ 1/4" e" CMU WALL MAX. GAP FROM TOP OF SEE PLAN FOR WALL TO BOT. OF VERT. REINF. WALL BRACING AT BLOCKING NOW BEARING EXT. WALL 3 SCALE: /4"=1'-(P 3 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 26 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT_ W/ (4) 16tl NAILS (2) 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: a TOP OF FLR TRUSS BRACE W/ (3) 12d @ EA 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x8 x T" LONG 3' O.C.; NI TOENAIL INTO TRUSS W! 4 16d () STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF D NAILS @ EA END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 1I1NI 3/4" AS SHOWN e1 2x4 BRACE 0 48" O.C. W/ (5)12d 1'4N MIN. FROM 2ND. FUR, FLOOR DECK 0'A" TO 30'-d' (1) "X" BRACE DBL 2X8 LEDGER lµ NAILS ® EA END LINE 2x6 CONT. W/ 8)16d NAILS ( 30'-1" TO (3) "X" BRACE PRE-ENG GABLE TRUSS TO CMU W/ 1/7' EXP. BOLT 01 8d RING SHANK NAILS @ 4" O.C. MAX � BT. OF FLOOR TRUSS ACE (1) "X" BRACE 0 CENTER 8' CMU WALL AT 16" O.C. AND W FROM INTO BLOCKING (8T. 2X61S FOR WALL (2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND STIFFBACK AT ALL REINF PER PLAN END W/ MIN 5-1/Z' EMBED. 16d NAILS 0 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH 1X2 FIRESTOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC PER ELEVATION PER ELEVATION 3F PLYWOOD SHEATHING, SEE Z NAILING PATTERN "ROOF/WALL/FLOOR �= SHEATHING w � FASTENER SCHEDULE" PER ELEVATION F ` PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24" PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD CONNECTION PER lx2, 2x WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN ) TRUSS MFG. SEE ARCHITECTURAL MASONRY NAILS ,7 o D FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA 16 2x SECURED W/ (3) t6d ENGINEERED WOOD TRUSSES O C, REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM RED EVERY TRUSS (VERIFY GALV. COMMON NAILS. ®24" 1x2 SECURED W/ 10d 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 37' O.C. MAX. 12' O/C AND APPROVAL SECURED W/ (2) 12d's AT TRUSSES PARALLEL (VERIFY W/TRUSS SECTION DETAIL MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE 5 GABLE END PRE-ENG'D TRUSS scALE:34"=r-0" %/ PRE-ENG FLOOR TRUSSES 7 W/ HIP RETURN dSCALE: PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'17' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX 0 PER ELEVATION FOR STRAPPING O VERIFY PRE ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK WI TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1rZ' DIA ANCHOR BOLT W/ Z' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO ac8 P T_ U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FU#17239 PLANS FOR SPACING. SINGLE CONIC. POURED BTM, PLATE TO BE PT, LINTEL COURSE PROVIDE DEL TOP PLATE • PROVIDE BLOCKING O• SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD, AND TOP PLATE ANCHORS W! 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. 2x4 SECUREDEACH FILL ALL HOLES, DO NOT USE IrZWWASH WEDGE IN HIGHS W/7' WASHER SET MI HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS MA TRUSS TO BE INSTALLED 10'-0" O.C. MAX. LED 10--g- tOtl x 3" EPDXY 5-12" EMBED. MIN. 0 16" 10a 10b 1 OC. OC MAX. SCALE 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL '° TRUSS TO POST CONNECTION V SCALE: 3/4"=1'-d'o° ° _ - 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-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8— A.T.R. TO HDU4 AND (10)1/4" X 21/2" SDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION `tea `emu SCALE: 3l4"=1'-(Y' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA x 6" EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x &' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/Z' NAILS TO POST, 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-77"078 FAX 407-774.4078 wwwabdesigngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 543913EAUMONT CENTER BLVD. SUITE SOD4 TAMPA, FLORIDA 33634 PH: 813-8862628 FAX 8134386-2802 SUDDIV. ee M70 0,44 SILVERADO LOT #7 BLK #15 PROJECT# 7 .001-07151 aio 2'7 795-D GARAGE SWING: LEFT PAGE: DETAILS 150VPH W. B FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32' STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32' STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK, 23/9' 0.113 170,000 (JING RINGS F1667RSRS SCREW SHANK PER INCH) 1 Bd RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/Z' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ZONE 1: 8d NAILS OR O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n. 2E 6d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3T 60 NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES TYP. EXT-SHEATHING ATTACHMENT . I 0 ZN u �w ZY = U y0 Z� U Y RAFTER OR TRUSS ROOF SHEATHING mi �m 11 OMMMM\ 11 KW H SHEA I HIND LAYUU 1 AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 1610.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ed RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#g 7' DECK SCREWS @ 6"-B' O.C. MAX EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GABLE -END IxP Roof L A �, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRM/.TION 91E 9PACINO RE41ARK3 91ZE ttPE SPADING REMAINS DENEDODL tt?LONG. a, GARAGE WOa BUDc TOMAGOMNFONC. •M NO Wp911EA 3,� BED 9'ENO DLST., ?EDGE OlST IOD pL. EXi. DOORS CASE HARCENEO OOL W9NDOVdD00Po FASTENED 'Top60Mmn�x9c. GARAGE- BIID( Trw »11wAs n EXPPN&ON BOLT OIC (16•DN olc llm Owl MBED., 9'END DST.. �T. sEE 11B OTEa cA3E waceNm caL NAkt t/t•LONc. STA6GF�INTO— vnNwM9000wEASTENBo METu sT_To CONTACT THIS ENGINEER FOR SPACINGDST REQUIREMENTS EM SN9NG �� BDCK]x PT.SEENOTEB NO)�6"DA WASHER APNM ASTNER 18 OiC 1—EMBED 6•END DIRT., t 1?EIX9E DST. NIXJBEPRING WOOD —LT..-- li^ E%Pp-- a•EMBED. 9"B!O WASHER SOLT to OIC DST.. 3"EWEDST. PTV001.UCX � END DST,t yr PiT TO STEEL —COL. , E ,Ty WASHER ANDm6 EDGE DST. NOTES 1. STAPLES SMALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SW NG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BACKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. lX MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2020, 71h EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEW ECCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33F33M MAXIMUM AGGREGATE SIZE SHALL BE 314". PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SI.ABSUNGROUND WERE INDICATED ON DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347 LATEST EDITION, RECOMMENDED PRACTICE FOR CONCRETE FORM -NARK Wow: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0 42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al O"A1064M, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE WOOD TRUSSES: ACI 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 SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWNGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0 036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A4461A, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W1 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 "BCSI LATEST EDITION" ROOF: UVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S S E E COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 DO TOP CHORD nonconcurrent REVIEW TYR MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR _ 36' WOOD TRUSSES. 10 psf BTM CHORD itonconwlrent AIS BAR - 30" #7 BAR - 47 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36". 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psF TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 p f M) 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. 70 BTM CHORD 5 BTM CHORD Ps psf THICKENED SLAB BEAM OR LINTEL SUPPORTING THEWALL AT THE TO I L P AND BOTTOM WITH DEAD LOAD TO RESIST VIAND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WAIL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: SPEED 3- OUST 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 ASCEEAD 020) EXPOSMPH (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY Ip 7O16 URE B,RI INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: l0psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20ps1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS' 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS' 40psf, GUARDS AND HANDRAILS: 2001sf, GUARD IN -FILL COMPONENTS: SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM! 40psf, SLEEPING ROOMS: Mod, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH 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 DRAWNGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WHO 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 STRUCTURAL DRAWNGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER- IN ALL INSTANCES, THE CONTRACT ASTM C-076, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWSE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 1U'. USE ONLY MECHANICAL VIBRATION TO CONSOUDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SWILL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 31000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE WX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F 4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BETIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION WALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONVBIUTY 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 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1 /2" FOR #5 AND SMALLER 2' FOR MI6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1.17 FOR BEAM AND COLUMN PRMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C470. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (40 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 IIM. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. R A A n ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX 8134M&2802 SXMDIV. de LOT: SILVERADO LOT #7 BLK #15 PROJECT# 03719.001-07151 MO�EI:" 2795- D GARAGE SWING: LEFT PAGE: DETAILS 15 PH A B 2021 DwA1E 03/02/21 SCALE: 1/4"=1'-0" SHEET S N1 f © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA"/J-CHP J' MAX. DETAIL A FASCIA STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J,, MI nI=Tnu n J-UNANNtL FASCIA FASCIA WOOD BOARD BY OTHERS (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12' O.C. MAX (INTO 7DWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8XT WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 1--SOFFIT 0 J-CHANNELQ3 O7 STAPLES INSTAL LE THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q3 J-CHANNEL MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN'L'-. l.-SPAN'L=� SEE DETAIL'N ' SEE DETAIL'E" - EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE, CMU OR WOOD (NOTE: 1) SEE DETAIL'D' OFFITSEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN O DETAIL B J-L;MANNLL FASCIA 12 BATTEN STRIP ANCHOR Lv 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED @ 2" O.C. MAX (INTO t@WOOD WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR (NOTE 1) u f, DETAIL C J-CHANNEL /RAFTER BY OTHER NSTALLATION SCREW, 2-1/4" BATTEN ATTCHMENT EMB. FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ IT O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. a•iiii#ii = 13.519 EAVE WIDTH �{ .375 .375 (ROOF gifFF .4 3.625 3.625 3. OVERHANG) 5 � 0 12 "-CONCRETE, jaiOA CMU OR WOOD (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 I.: 813-886-2802 SUHDIV, de MT''. SILVERADO LOT #7 BLK #15 PROJECT# 7 .0 - 7 51 MODEL.• 2795- D GARAGE SUING: LEFT "'§OFFIT DETAILS 150 MPH fV. B SCALE: 1/4"=1'-O" SDI S-,Ao't