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Home My WebLink About35990 Morse Willow Ct`. " 99 2368-DESTIN99 FOR: ® D R HORMN 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Pax: (813) 740-9715 fir IJt", REVIEW DATE r�,`J � 2 � . 0.`, +� I' r� STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -jWRMA BtWI NG CODE, RES�ENTUT, 7M EDITION (�0) -ALL IWAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - VDlt=150 MPH Vasd=116 MPH -EXPOSURE - B -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. AC A , ALT. BD CL CAB. CLG. CLR CONC. CT D. DBL. D.G. CIA, DIM. DISP. OR DR DS. DrL. DW, EA. FEE V. EXH. EXT. F.G/FX. F.G. FIN' FLR. FLUOR Fra R GAR. DISP G.F.I. GL. GYP. BD. H.B H.C. Frog. HOT. OR HT INSUL. INT. ABOVE AIRCONDITIONING ADJUSTABLE ALTERNATE oA °E CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET DRYER DOUBLE DUAL OLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL. DISHWASHER EACH QUAAL FIDN EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FROO"IN DOOR GAARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER alAss GYPSUM LARD HOSE BID HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAKE LUM. M.C. MIR. IM�T.. MID. MIL. ME . O.C. PL �. PLT. PLYWD. PR P.T. R. RAD. RA.G. R 1 R.O. S.C. M. RT SH SHWR. WR. SUM. SL SL . STD. SWS TEMP THK TO.0 IOR T.O.S. rYP. U.N.O VP. W. Wi WD. WDW, wt LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER METAL "HRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL ROOM ERATOR ROUGH OPENING SOLID CORE ERTDR SMOKE DETECTOR SHEEET N"° SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION GLASS OP OF CURB TOPOFPLATE TOP OF AB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WINDOW WROGF IRON DATE DESCRIPTION 5 24/19 ADDED 150-C ENGINEERING ARCHITECTURAL SHEET # DESCRIPTION 07/29/19 ADDED STONE CAP NOTE TO ELEVATIONS PG CS -COVER SHEET PG GN-GENERAL NOTES PG AI -FLOOR PLAN PG A2D-ELEVATIONS "D" FRONT & REAR (5/12 PITCH) PG A3D-ELEVATIONS "D" LEFT & RIGHT (5/12 PITCH) PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAB-WALL ASSEMBLY DETAILS 10/14/19 UPDATED LED LIGHTS PER D.R.HORTON 12/04/19 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 01/27/20 ADDED SDD'SON CONNECTORS LLO. USP 07/14/20 CHANGED ROOM NAMES PER D.R. BOSTON 1E/01/E0 WE REDLINE CHANCES FROM ENC. FOR EOEO CODE CHANGE 12/01/20 WAITING ON ENGINEER APPROVAL FOR DETAL UPDATES 01/19/21 REPATHED ALL XMM FOR 20EO FBC CODE CHANGE 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 (� F1P1 /��/1 (1 S P 1. CALACA Q LIVINGS 2,312 Sa FT. GARAGE (ELEVATION D) 538 50. FT. ENTRY DO SQ FT. COVERED LANAI 201 50. PT. TOTAL 3,161 SO. FT. STRUCTURAL SHEET # DESCRIPTION PG Si -FOUNDATION PLAN PG 9L.lA-DETAILS PG 31.2-DOWEL PLAN PG S1.2A-DETAHS PG 82-LIFT BEAM PLAN PG S2.IA-DETA11S PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.IB-DETAILS PG S3.IC-ENTRY DETAILS PG SN1-DETAILS PG SD1-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's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE A7Gr0uLLr_ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-086.2628 FAX: 813-886.2802 BUDDIV. 69 I+OT SILVERADO LOT #14 BLK. #16 PROJECT 03719.00-14161 MODEIZ GARAGE 8WING: RIGHT PAGE: COVER SHEET 150 MPHMPHAW, 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302A THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN XINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 2 r AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLume 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 V 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 FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH 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 & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L. FLASHING HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESWANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFTS 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) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE: 12/10/20 (RM) ARCNITECT6 GroupO� 441 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA A: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813486.2628 FAX: 813,886.2802 BtmDIV. & LOT SILVERADO LOT #14 BLK. #16 PROJECT 03719.001-14161 MoDET1 GARAGE SWING: RIGHT PAGE: GENERAL NOTES 150 MPH B I NICHE TEMP. GLASS, - 'O FOIL UY 24' TEMP. GL& DR 42' KNEE -- WALL HB' 1'-10' 4'-4' W-4' 10'-10 Imp\I 25-SH 25-SH 36'X12' F,G 25-SH PGRESS M _ 0 — — — — — — — — — — — — — -- -- ----- I — OCOVERED E BEDROOM WWI, 4 I BEDROOM 1 y,4TO m0 I I 4 I 1 9080 66.0. = `---- 0 1 ifN � I I CAFE 9 I I 9'•4' CLG. '° 3'-6' S'-8' I I 24'-1' 1 I 1 10'-1' ® I I "a I I x 11 9 '•4rCL v �; uu 3 2 _0, i GREAT ROOM I I IF; --, TRAY CLA ` 1 TO 10'-0' 1 1 I I • I d 10 a eHELVE I I 1 61 I II • Z° 0 • I W.I.C. '" I— I I A I ISH I -------- I J 1 11 T.1 II,_0• -4' b'-4' \\ 14'-6' V-0' 2'_4' o 1 u BEDROOM j a DINING I ROOM I— pAN• 9'-4' CLO, B 1 V-4' CLC% V _ m 1 � i 1 "H lii En x ' LL i 3 -2' 1'-2- 4 -O' 2, 0" M oil �o 2XI0 `yUT. ' BoT orI ATTIC PRE_ II HDR • L-----J ACCESS PLUMB 4 3' Tug BAM II m FOYER V-4'CLG. 18F1 ------ o 01 e ri GARAGE 9-4'C4G. 5. 13'-4' 5 2SL. -5 6' 28'-4' BEDROOM T-4' CLG. ENTRY 12'•8' CL.G. 8'-0' X 1'-0' OH. SIGRF�SS EGRESS 3'•2' 3'- 0' b'-4' I'-4' ib'-0'-8' 8'-0' 1'-4' 13'-4' b'-4' 28'-4' FLOOR PLAN SCALE: 1/4' . I'-C' FLOOR PLAN NOTES - ALL DWSI NVONS ARE FROM FACE OF '1 W BLOCK WALL (OR ROM OF FLOOR !LAID) TO FACE OF WALL STUD UNO. - ALL INTERIOR WALLS ARE 3 4' UNO. - DRYER VENTED TNROUGII ROOF (VTR). NOT 8CREENED. • AIR COP PRE66OR SET ON 44'A"' POURED CONC. PAD. PAD DEC" 0' FROM SOW OF STRICTURE. - SEE &MET GN FOR GENERAL AND STANDARD BUILDING NOTES. - ALL MA51TABLE ROOMS TO NAVE ARC FAULT CIRCUIT INTERRUPTER - ALL ALL NEIGd4T BLOCK WALLS 15ETLLEEN FILLED CELLS WITHOUT OP19006 ARE 614EAR WALLS. SQ.FT. CALC.TS LIVING 2�312 $0, FT. GARAGE (ELEVATION D) 538 SQ.FT. ENTRY 50 SQ. FT. COVERED LANAI 201 80. FT. TOTAL 3,161 60. FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BRG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT S'-4' BR3. LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP PLAN VARIES MATERIAL TO s BRACKET CABINETS. "TALLER SHALL BLOCKING INSTALL FLATv `V ELECTRICAL BOX KITCHEN MBAR REINFORCING AT ENDS OF PARTITION ARIE KITCHEN C Q 4 BRACKETS AS WALL CABINET ,4 �NECEBSARY. 2'X6'X35-1/4- rn B LOW WALL i 2'Xb' STUDS • if., O.C. Wit DRYWALL BAR DETAIL A SCALE: NT 001lOtmNOOLemmwn MW WIND E7PG818E FOR 38EOO Q MM cmmm 80WYE 101E 1110W418M(M RBYi118 NDTIFE FGam MIN. WINDOW 3 5 243/-325 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR MIN. CRITERIA SAD. MIN. 12 5 21.2/-263 CRITERIA 16010 ON.D. 112 5 205/44.9 8010 O.H.D. 56 5 21.6/-21.1 BASIC MIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICIENT = f 0.18 BLDG. CAT. -II, EXP.-B, MEAN ROOF HT. - 14'-6" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL MIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONRIOL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm L AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 StmDIV. rk LoIr. SILVERADO LOT #14 BLK. #16 PROJECT 03719.001-14161 MODEL: GARAGE 8NINTG: RTGHT PAGE: FLOOR PLAN 150 MPH IV, B --------------------- WINDOW \ I RAISED STUCCO BAND WINDOW RAISED 6TUCCD I 5' BAND I I •I' M 'I m I I 5• I I I I I DETAIL DETAIL I\ A SCALE: I'• I'-0' B SCALE: I'. I'-0' ------------------------- --------------------------- RAISED \ STUCCO SIDE BAND I LITE ENTRY SIDE DOOR LITE I 5' S• I I I I I I I j DETAIL — — — — — — — — — — — 'DECORATIVE \ I ELEMENT I I I I I _ I I I I e I I — I I _ I I I I I I I I i DETAIL (\ -(OR SCALE: I'. I•-0' RAISED s \ STUCCO •I' BAND 5' I I � I GARAGE I DOOR i DETAIL E SCALE: I'• ,'_®• I 19'-B' RI FKs—------------------- 1 - — - SHINGLE S ROOF 12'-S' BRG.0 _ HG T. FRONT ELEVATION-D TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS '1 REAR ELEVATION (TEXTURED PIRRRY 1'-01 AREA OF ATTIC 3164 SQ. FT. N ET FREE V EN TILATIO N AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA 3164 /300 = 10.55 VENTILATION AREA % SO. INCHES PER FT.(144) 1518.72 SQ. IN. !MIN.REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5% 1518.12 = 759.36 SQ. IN. O FF R IDG E V EN TILAT10 N AR EA = 115 SQ. IN. P ER V ENT 759.36 /115 TOTAL# OF VENTS REQUIRED = 6.60313 TOTAL# O F VENTSPROV ID ED - 7 SQ. IN PER SO FFIT VENTILATION AREA 11.736 LIN EAL FOOT = 759.36 /11.736 TOTAL LIN EAL FT OF SOFFIT VENTING REQUIRED = 64.7035 LIN EAL FT OF •AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG E% TERIOR O F WAL L TO EXTERIOR OF WALL, NO. OVERHANGS IN CLUDED) /i----------------�\ FOAM v CAP I zll I •3' I I I I I I STONE I VENEER I I I c0 I I " I I I I I I a I I LIN I I I I I I I I I I I I I I I I I I I 0'-0' FIN. FLR I I I I I I I F'DETAIL DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2828 164 FAX: 813-SW2602 SHINGLE Sl 12 ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT - — - — - - I FKaT. IF] TEXTURED p FINISH a 2'-0' 0'-0' FIN. --------------------------- ------------------------------ -� FLR LEFT ELEVATION-D I SHINGLE S � ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT -- HGT. FOAM 2-_0- CAP TEXTURED STONE TEXTURED 9 FINISH VENEER FINISH Z5 0 s RIGHT ELEVATION-D (TEXTURED FINI ARCNITECTS GrWOU0 . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.wm AA 8: 0003325 4�1 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-US-2628 FAX: 813-886-2802 9UBDIV. Se IAT: SILVERADO LOT #14 BLK. #16 PROJECT 03719.001-14161 MODEIa GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS D" k.150 MPH E ELECTRICAL LEGEND SYM. DESCRIPTION d2- TANDARD SWITCH �" -WAY SWITCH -WAY &UTCH IMMER SWITCH H9 BUTTON SCCMIECT T HERMOSTAT INGLE RECEPTACLE (T15v/10-AMP INGLE POLE) � I0v DUPLEX RECEPTACLE 10v DUPLEX RECEPTACLE (EGBUIPPE0 TH GROUND FAULT TEIlUPTER(TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 40- EXTERIOR WATERPROOP4.FI RECEPTACLE (GROUND FAULT TERUPrER) IOV (XIADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR IOUNTED) 20V RECEPTACLE (4 WIRE :ONNECTOR) -O EDICATED RECEPTACLE 6-0 MOUNTED LIGHT NG MOUNTED LIGHT ANT LIGHT uamTL D LIGW SCONCE PRE -WIRE PAN WITH LIGHT 0 CPM PER SO. FTJ D LIGHT FIXTURE A84A BULB LIGHT FIXTURE AABAAG BUILD LIGHT FIXTURE 'TRACK LIGHTING ttIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m k4' FLUORESCENT LIGHT (SUITACE T) 'x4' FLUORESCENT LIG14T (RECESSED) � x O CE88 LIGHT • CESS LIGHT (VAPOR PROOF) ILMG MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY ocatlGN) FQ -BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) (LING MOUNTED FAN B T FAN (I CM PER Sa PT.) of JACK b DETECTOR (WALL MOUNTED) O oKE DETECTOR (CEILMKo MOUNTED) ® ARE IMES TVTV HMO OUTLET FOR GARAGE JACJC •% FORT —LOCATION i PHONE OUTLETS i FANS R • TO BE VE6�IED - HOMEOWNER PIE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVI81" OF F5CR Tth EDITION (2020) 4 NEC 210.12 20n • 220 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT CN KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO OE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 EU'3GR rUt EDITION (202®) • LAUNDRY ROOM RECEPTACLE SHALL DE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR rtti ED i2@1@L • ALL UJORC TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). DE_R . N I 1 AMPA f4UN I RE litl F_PTCD BY BUILDER AFEZlSA OF LKiUT3Ya MUST BE ENERGY EFFICIENT TYPE PER FAW_ ENE CmY fdNSERVATION (RESIDENTIAL ENE0. Tth IUD\I ir I I up L —J r ----- I I Z \ I BEDROOM i .�= I BEDROOM --'© PRE-WRIRE / CLG FAN PRE -WIRE \ I / FOR PREAUIRE \ I I I / CLG RAN FOR CLG FAN \ \\I 1 \ \� ( \ I SD GFIbin I L----- L--------- -- wlO --_---_ I o8D/C -- — % �r CAFE 1 ut rt I4'-0' / BATH 1 / 5'-I0' I I I GFJ„\ GREAT ROOM - -- / JUNCTION BOX UNDER 9 \ I--- / \\ COUNTER FOR PRE-WIFOR / CLG FAN \\ 4 All \ LL �\ W.I.C. LL-------------� 1 1 \� Ot -— 1 I IQTCHEN II BEDROOM 1 DINING j 11 ROOM / PAN. I OPT. DINING a L 1 FIXTURE / r (- oF PRE -WIRE L -- FOR CLG FAN \ 1 I I SD/�771 bP l D ® I /' / �I - SD � _ - - CFI• CFI• GF10I J HD ® I 44'AF W 44'AFF. ` - t = -44'AFF. BATH `Tz 10YER `LIGHT 4 SWITCH IN ATTIC pP \ L.T. 1 1 L ACCESS I \ ICJ 1 1 GFI CLG. WI CLG.8 I / OUTLET GARAGE OUTLET BEDROOM / / 2 / - / / OUTLET FOR IRRIGATION p / / ©� WP I I 1) \ \\ TIMER PRE -WIRE GFI Lb ENTRY j u CLG FAN ELEC. FOR HOOD/ MICRO ASV. I I I I I iv I i I I I I I ( I LED LIGHTING LED LIGHTING LED LIGHTING @ DOUBLE LAV. ® SINGLE LAV. ® SINGLE LAV. BATH I BATH 2 BATH 3 3 PROVIDE 3 2AV CU, I1 IS. CU GNO Y' CONDUIT OR PROVIDE 4/O AL, M AL GND IN 7" CONDUIT. (CGTOWT TO TEISMNATE ABOVE SOFFIT • OVERaANGJ 200 AMP ELECTRICAL RISER NOT TO SCALE. yy 04 W MATERIALS yW_U y, A,EELECCTRI�CAL AND INSTALLATIONS SHALL COMPLY UT14 ELECTRICAL PROVISIONS OF y THE FBCR ITH lDITION (2020). LOCAL CODES. MUD ALL LOCAL POWER COMPANY REQUIREMENTS. 0. ALL CONDUCTORS SHALL EE TYPE TNHN(THW UNLESS NOTED OTNEpww_ \ �— ------------ PRE- WIRE ----- PRE -WIRE PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4'.P-0' POWER COMPANY TRANSPOR'ER GRADE COI"I6NATION SERVICE 20O AMP 120R40 VOLT 11 O 0R6(-ONNECT I PHASE BWTCH AND MLO ELECTRIC PANEL METER IN PEMA 200A/t mals 3R ENCLOSURE TIiLEI'IICNE SERVICE CABLE lNiR.AP4:E TELEvHMM SERVICE E(A i"lo HT BIfRAJ,ICe EGUIPFO(T NTERSYSTEM BONDING TEFIM AT LOW VOLTAGE CQNECTICNS PROVIDE 2OO APT, DO/240 VOLT, I PHASE 6E0ONDARY ELECTRICAL SERVICE. PROVIDE 3 2/0 COPPER (CU) N 2" DIA SCHEOILE SO PVC CONDUIT OR PROVIDE 3 -4A0 ALUINAI (AL) IN 2" DIA I;aPULE SO PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC OM PONY PRIOR TO BID. 1 .6 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF POOR TTHI EDITION (2020) DIA X S FT LONG COPPER CLAD GROUND ROD U.C. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AA UP: 000332E DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813586-2802 BLJHDIV. 06 LOT: SILVERADO LOT #14 BLK. #16 PROJECT 03719.00 -14161 MODEL: GARAGE BITING: RIGHT PAGE: ELECTRICAL PLAN 150 APH E . L l2 1 DRAW 7/09/21 SCALE: 1/4"—f-0" E1 3�_6. 13�_8• I � � I PAN El I I m E o I I e I i I I I I I I I I I I I I I ---------- L— — — — — — — L 2'VTR r —------i 2'VTR /I Q ® I O I LAV N TUB 2' \ J SFRUR Q I 34'-II' 10'-10' l WC 3' AV I L v 3' 2'ay�I'R I I TUBJ LA 2• KITCWFN U� I SINK W/ 2' 3' .I AUTO VENT / 3' I Y' III • 100 O 3' I 3. OPT. lug S I I I I I ICI 3. L-------------, I I I CO 4' WASHER — - - — - — - — - — - — '---------------------J I ' 4' TO NOTE: ALL PVC PLUMBED TRAPS 'P' a MAIN ARE TO BE TYPE. 'S' TYPE ARE PROHIBITED. PLUMBING RISER a SCALE: NT8 I01"� i 1 - NB _ o ® g r I I I � PRE-�o ip y TUB II L___--I PLUMB L.T. 4'-3' II II'-10" 0 N m 0 PLUMBING PLAN SCALE: 1/4' . I'-0' A It C N I T L C T S 6 Group. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngmup.eom - AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 1,4 FAX: 813886.2802 SUBDIV. at LOT: SILVERADO LOT #14 BLK. #16 PROJECT 03719.001-14161 MODEL- 2 8— GARAGE STaNG: RTGHT PAGE: PLUMBING PLA (150 MPH A. 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 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH 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 FM 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR BUPPLY� �' 1 AIR HANDLER EVAP. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES 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 4 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRJ AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL T REFRIGERANT LINES TO SECURE STRAP TO UNIT W/ (2) RETURN CONDENSING UNIT 4' CONCRETE SLAB %XI 1/4' $WT. MTL. SCREWS TRAP DRAIN LINE AND TERMINATE NvIN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG SEE SPEC. P-8'X8' CONC. I FIN. GRADE FITTING OR EXTENSION TO OR PAVING 801L OR WASTE AS REQUIRED FITTING OR EXTENSION TO SOIL WADE 8240-K JOSAM 560M OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK RV.0 OPT[/SPEC INV. S SITE PLAN SITE I'LAN FLOOR SLAB CLEAN -OUT (TYPN� QEXT. GROUND CLEAN -OUT (TYPN) MECHANICAL PLAN SCALE: 1/4' • P-0' A R C N IT IC T 8 6 Grou��. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 MWZ III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888.2828 FAX:81349M-2802 INUDDIV. & Lo SILVERADO LOT #14 BLK. #16 PROJECT 03719' 001-14161 MODELa GARAGE STr MG: RTGHT PANE: MECHANICAL PLAN %150 MPH E SLR 2X4 TOP PLATE PEAK Y PRE-FAB TRUSS U2' CLCk BOARD 1/i' DRYWALL T✓'r SECURE BT. — PLATE TO BLAB W/ I0d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS *24' Or — GLAD ITIONS SUPPORTING HUNG PLUMBING% RES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL NON-BRG. SCALE, 3/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FECR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J/ MTL. DRIP EDGE �// 2x FASCIA PER ELEVATIONS TYP. O.N. VENTED SOFFIT I f � I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8, GYPSUM EI OR 1/2' HIGH STRENGTH CLO. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- S (2) COURSE DO NOT CUT THE BOND BEAM REBARS S PIPE THROUGH BOND BEAM SCALE: 3/4'. I'-O' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION - WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. B' CMU 1/2, GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR _ m e a •a n W/ WINDOW OPENING r� FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i, 0'-C' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-I6 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r4-"�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 505.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0406S TYPE III OR TYPE IV UNDERLAYMENT. N" raR ore ua eo. STUL Rea. By HALF. iw/rx I Bey oym ao Doa¢ er nar. r �I' er onm 213GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS , � SCALE: 1 1/2 * -1' -0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY a, CMU FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. • EA END ROOF SHEATHING 2x BLOCKING% BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SECURED PER FASTENER SCHEDULE 71� STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRUSS 9 2x FASCIA PER AX ELEVATIONS \\\ PER ELEVATION ////I VENTED SOFFIT CON". 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE PORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/S' GYPSUM OARD OR 1/2' ON SHEET SNI. B HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION _ STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.G. 1/2' GYP. WL. BD. - WOOD BASE- 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASGE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.1.3 AND 1605.5.1. n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE / 5 l-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4',I,-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. A R C N IT R C T 3 Grouloy . mi 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 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: 8134SM2628 1116 FAX: 813-886-2802 04 9LT8DIV. ae LOT: SILVERADO LOT #14 BLK. #16 PROJECT 03719.00-14161 MODEL' -D GARAGE 8TrWQ: RIGHT PAGE: DETAILS 150 MPH A. B Tar• 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1)1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR W/ (2) 1/2' X 0' ANCHOIR SOLT6 iW 2' X 2' X LW WACFBR 4 NUT m m SECURE 2a4 TO Buc uu m m m I/4' TAPOONS I N' EMBED. 0' OG. WEND DIET. I V2' EDGE DIST. m 216 GARAGE DOOR BUCK SECURED m W/ (6) I/2' X V J-BOLT OR ANCHOR BOLTS, UV 4' MM. EMBEDMENT, W/ 2- X 2' X VO' WASHER 4 NUT. (1) UT14IN TO 0' OF P, (U WITHIN 0' OF THE BTM, m (3)EVENLY SPACED. m m m NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANPACTURER'S MOTALLATION INSTRUCTIONS WHERE BUSH MSTWJGTleM AWE FIORE BTWNLGENT GARAGE DOOR t BUCK ATTACHMENT 4MJL4 IA',1'J' 2X4, 6ECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SWANK SIZE .145 MR HEAD SIZE 300 MIN EMBEDMENT 1 1/49 UT14IN 0. OF EACH END 4 16' O.C. MAX SPACING. 2X4, SECURE TO BLOCK W3/16' TAPCONS (MIN. SHANK 612E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') UMT14IN 9' OF EACH END 4 b' OJ:. MAX SPACING. 2X4, SO SECURE TO BLOCK W/ 1/4' TARO" (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MR EMBEDMENT 1 1/4') UT14IN 0' OP EACH END 4 is, O.C. MAX SPACING. 2X6, ® 2X6. ® 2X6, = SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCON6 WK2) 3/16' TAPO" WK2J V4' TAPO" (MIN. (MIN. SWANK SIZE 145 (MIN. SHANK SIZE 145 SHIAK SIZE .149 MIN. MK HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MM. B' cm MIN EMBEDMENT 1 1/49 MIN EMBEDMENT 1 1/49 EMBEDMENT 1 1/49 WITHIN6' OP EACH END w cmWITWM 0' OF EACH END 8' cm WITHIN 0' CF EACH END 1/!' DRYWALL 4 IS' O.C. MAX SPACING. 4 b' O.G. MAX SPACING. 4 b' OG. MAX BPACMB. 0' CM P.T. OR 5/4'X4' MM. VV DRYWALL V2' DRYWALL SECURE THRU FRAME 4 I'X4' 2XS, C® 2X0: ® 2X& cm V2, DRYWALL EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK PX4SECURE TO BLOCK MX4' SECURE TO BLOCK ❑ I'X4' BLOCK UV 9/16' WK2) 3/b' TAPCONS P.T. NAILER WK2) 3A6' TAP'CON6 P.T. NAILER WK2) 1/4' TAPCON6 P.T. NAILER TAPCON6 DOOR CASIG (MR 8HAW SIZE .146 TM' OAA, X 4' MK (MIN. SWA K, 812E .It5 DOOR CASING (MIN 614ANC SIZE .Wb MIN. BHANC SIZE J46 MR HEAD 812E 300 MIN. HEAD SIZE 300 MIN. HEAD 61ZE 300 1/16' 0.69L X 4' MIN. MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 DOOR CABINS MIL EMBEDMENT 1 1/4') MR EMBEDMENT I V4') MIL EMBEDMENT I-I/4' WITHIN 0' OF EACH END WITHIN f' OF EACH END WITHIN 0' OF EACH END DOOR CASING WITHIN 0' OF EACH END DOOR JAMB OR UNNDCU 4 b' Or- MAX 4 b• O.C. MAX 4 b' O.G. MAX SPACING ATTACH i0 2X PER SPACING. DOOR JAnO OR WINDOW SPACING. DOOR JAMB OR U 40M SPACING. DOOR JAMB OR UNIJDOU MANUFACTURE6 DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANFACTURE6 DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/44) DOOR JAMB TO BLOCK +3/4" OR +5/4" `RDOw TO BLOCK +3/4" OR +5/4" NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/18" nAINDOW TO BLOCK +1 15/16" 2X4, ® 2X4: SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3AV TAPOONS (MIN. 3/16' TAPCONO (MIN. SWANK SIZE JO MIN. OHANK SIZE .145 MIK HEAD SIZE 300 HEAD 612E 300 MR EMBEDMENT 11/4') MIN EMBEDMENT 1 1/49 UTHM S' OF EACH WITHIN8' OF EACH END 4 *'Or- MAX END 4 b' O.C. MAX SPACING. SPACING. NOTE, STRUCTURAL 2X MUST BE 2)(6, ® 2X6. ® ON OJT60E 4 SECURED SECURE TO BLOCK SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPO" WK2) 3/16' TAPCONS 3A6' TAPCON MIN. 1-1/4' (MIL SWANK SIZE J4S (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MK HEAD SIZE 300 MIN. HEAD SIZE 300 MR EMBEDMENT I V4.1 6, cm MIL EMBEDMENT 1 1/49 WITHM 0' OF EACH END WITHIN 8. OF EACH END 8' CPU 4 b' O.C. MAX SPACING. 14' DRYWALL 4 10' Or- MAX SPACING. a1/2' DRYWALL 2XB, ® ❑ I'X4' 2X& ® SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK I'X4 ONO ' W/(2) 3/16' TAPO" WK2) 3/16' TAPCON6 P.T. NAILER (MIN. SWANK SIZE .145 DOOR CASING (MIN. 6NAK SIZE J49 DOOR CASING MIN HEAD SIZE JIM MIN HEAD SIZE 300 MIN. EMBEDMENT 1 114') MIN. EMBEDMENT I V4') WITHIN S' OP EACH END WITHIN 8' OF EACH END 4 b' O.C. MAX DOOR JAMB OR WINDOW 4 b' OG. MAX �'4'C ATTACH TO 2X PER DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER MANFACTURES DETAIL6. NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" L�� w TO BLOCK +1 1/2" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" w1NDow To HLocK +z 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" / �.sINTTnw 7YT RTJ1/ I( +8^ 2X4, SECURE TO BLOCK W/ BAV TAPCON6 (MIN. 614AW 61ZK J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 UT14IN 0' CF EACH END 4 16' O.C. MAX OPACMCx NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCCNS 3A6' TAPCON MIN. I-V4' (MIN. SHANK SIZE." EMBEDMENT INTO BLOCK MIL HEAD 912E 300 MIN EMBEDMENT I V4') OP EACH END ®. CM 4 b' O.G MAX SPACMS. /- 1/2' DRYWALL 2X& ® ElSECURE TO BLOCK W/(2) 3/16' TAPCON6 (MIN. SHANK 812E J4D MM. HEAD 812E 300 MM. EI`mEOMENT I I/4') WITHIN 8' OF EACH END 4 IV OL. MAX 6PACINS. NOTE. SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED V4') 1'X4' P.T. NAILER DOOR CABMG 2ND 2X SECURE TO STRUCTURAL MEMBER WK2A2d WITHIN 0' OF EACH END 4 6' TO 0' O)S. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL& DOOR JAMB TO BLOCK +3" �1wrFmow Tn RTnrr +g^ NOTE, SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" ,ffiND�OW TO BLOCK +3 7/16" 2X4, m SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J4S MIN HEAD 612E JIM MIN. EMBEDMENT 1 V49 WITHIN B' OF EACH END 4 b' O.G. MAX SPACING, NOTE, STRUCTURAL 2X MUST BE 2X6, m O4 OUTSIDE 4 SECURED SECURE TO BLOCK TMROIGH NON-STRUCTURAL WK2) I/4' TAPCONS (MIN, 3AV TAPCON MIN, 1-1/4' SHANK SIZE J45 MUM. EMBEDMENT INTO BLOCK HEAD SIZE 300 MIL EMBEDMENT I V49 8' O° EACH END 0, aft 4 b' OZ. MAX OPACMS. 1/P DRYWALL 2X0, m a 1'X4' SECURE TO BLOCK P.T. NAILER WW2) 1/4' TAPCONS I' X 4' (MIN. 9HAJIK 612E .145 P.T. MIN. MIN. HEAD 61ZE 300 MIL EMBEDMENT 1 1/49 DOOR CABINS WITHIN 0' OF EACH END 4 b• oa MiAx SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3 3/4" OW TO BLOCK +3 3/4" iwlN IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M6-2626 FAX: 813$86-2602 BUBDIV. & LOT SILVERADO LOT #14 BLK, #16 PROJECT 03719.001-14161 MODEL' GARAGE OWING: RIGHT — PAGE: DETAILS 150 MPH W B MWFORMEO CONTROL JOINTS FLAME OF CONTROL JOINTS Td BE I{IIRED TIED TO LATH • S' OG. MAX /VERTJ NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF 6TUD EXISTS BEYOND EXCEPT STAPLES Wv 6%EO TEMP Ql1 CONTBI 7L JOIUSEDNT OUFLW INSTALLATION --� FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY / ` \ J' THIC �t3 COAT CEMENT 00 LAYER 2, FORTIFIBER BUU.DMG PAPER APPROVED METAL LATH FASTENED .T' (VERTJ O,C. MAX AT SUPPORTS WRS LAYER 9. STUCCO ULeA• WOOD SHEATHING VA Ml M LATH SHALL BE CONTMUCIS TI-TROUGH JOINTS BUT BE STOPPED M TIED AT EACH &DE. PROVIDE 2X4 BLOCKING PER AGM CIB63 PLACED FLAT MAX 6' TO 6' FROM CONTROL JOINT WHEN NOTE,CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS, OR\ i / STRUCTURAL STUD STAPLES IN COMPLIANCE UV A61M CW63 2. WIRE TIES TO BE (NO. E) 0D416' URE / 9. BLOCKING 6NOWJ MAY BE IN ADDITION/ \ TO WALL 6TUOb REQUIRED PER PLAN 77T71 Ol FOLD IN11,110 • PT. A ®FaLD OLl.A *aLAfo PT. 2. MAGO • Pr. 6 A MAGO•M.0 OLFOLD NYWp•PT. A 1 MAN • PT. 6 FnD 8/ ® L FOLD NUAIo . Pr. 2. MAN • PT. 6 a MAN • PT. C ♦K FT.c OVER FT. 6 TILL In. C TOIcNE* 6OROM FLA/MN a6 eorrol® rLAMM YMTNR T. GOAL FOLD. QQ Na CIT. APPROVED BUILDING WRAF° SHALL BE LAPPED A MINRVM OF 6- • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS, ALL SEAMS NEED TO DE TAPED WITH FORTIDER SHEATHING TAPE / I' MR LAP • MNTAL LATH \ LATH VERTICAL LAP TO BE I' 7C JC�T--JC PETAL LATH IT I UM LAYER M, I STUCCOLUM LAYER uLNAI• ' MM FA 4P ONLY / I BUILDING PAPER STIFIDER/ JI R LAP 2 SCALE,'( I)2'.1'•EI' 1' MN LAIN LAP, 4' O . ALL LAP SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS UTH OD41S-IN. 1191-MLR) URE AT INTERVALS NOT MORE THAN S' (22S-MM). AS PER ASTM CU663. ® K I C KO UT ,� PAIR OF TEAM "YEW. DETAIL MAYBE PATCHRIS ED MAY DE PATCHED UYWOUN ULRAP TAPE PER MANF. $PED. OR PEEL U STICK i' THICK 3 COAT CEMENT RASTER MWE; w' 2 COAT ` Csa1T PLANNR (au z IM LAYER RI, FORTIFIDER �l1 BUILDING PAPERm"m OILY) URB LAYER % 6TUCCO ~(PRAM ON.Y) LAP LAYIOM OF WILD RIO ~ OVER NYLNG R A42L *TOP owy) FR4FE oR CM \ ROOF \� �� • IaDwour RASING (*N \ DETAIU `,Fl aMUR TMHi NAL (flab OR WALL KI X= *OLDNR �Q 17f!• aQL!! !) A tkm PAN" Ar N0170M Q MOO! 1 ,. WALL NIBMNCTI" j' THICK 3 COAT CEMENT PLASTER METAL LATH UFD LAYER -2, FORTIFIDER BUILDING PAPER RECBRED TO SECURE PIPE/ WIRE TO FRNMMG UM LAYER R, FORTFIB6M BUILONG PAPER METAL LATH W.A' SELF -ADHERING HEM WA40 FLASHING OVER 4'a4' 6ELF-ADHERING MEMBRANE FLASHM OVER APPROVED 4Sr4' SELF-ADHERM MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PLASHLJG TO EXTQID ONTO PIPE W CONT. DEAD OF SEALAW INSTALL APPROVED NOUSEUAtAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER 6TUCC C.V. FINISH (SEE TYP WALL SECTION) / WOOD SHEATHING SECTION 6 a E.Wd. r .,tl ExbAor —ply ofp ft. oB—Mplasbr anon oompy vAL, STM C 92 non r•Rulem•nb or AsrM c 9z&ilib. I'llanon of.xfmlor IaMrIU and frammg a1RN oomp, v - , ASTM C 10S3-19a, or TM 1787, 4'x4'SELF-ADHERING MEMBRANE FLASHING (COMPATIBLE W) HOUSE 4� URAP MATERIAL) OVER APPROVED HOUSE WRAP FLA&.InNG TO BXTEND ONTO PIPE WOOD STJDE 1. OR LE66 PIPE PENETRATION SHEATHING .. BUILDING PAPER STUCCO I.-marvoln• CUT AND OVERLAP ONE 61DE OF� SELF -ADHERING MEMBRANE FLASHNG STEP 01 WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFIWALL 5CREED WXV 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LATER 02 (FORTIFI5ER 5UILDINC-s PAPER) METAL LATH STUCCO WOOD OR -I/Doll ZIP WALL SHEATHING W.V 6ELP-ADNERMG MEMBRANE FLASHING (COMPATIBLE UV HOW URAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE ULRAP. MASHING TO EXTEND ONTO PIPE X—X—X—X SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-84-1-14a, MIN. 2.5 L56. PER SQ. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF A N C N I T N C T• E 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 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: 813886-2628 FAX 813888-2802 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEMENCE OF FLASHING TO BE. 1. BOTTOM 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED I I - OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT I WATER AWAY FROM JOINTS. E-Z DEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE PRAMIE AND STUCCO ON ALL SIDES, Y1 CAULKING • JOINT ALL AROUND I I PER SECTION R703.7 Extedor lathing and plastering BACKER ROD I Exterior use of Portland cement plaster shall comply with the application x: requirements of ASTM C 926-18b. K- Installation of extedor lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER -1, �l x STUCCO WRAP I :. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH ORS LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER STUCCO WRAP LAYER 4, FORTIFIBER -� BUILDING PAPER C�TIIGTION \ —METAL LATH a' Cm VINYL CASING BEAD 6' RAISED BAND K' TO )S' MID -WALL _ee arr.r, 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER 60RATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING; SELF-ADHESIVE FLASHING NOTE: - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO P-11�G h1 IV I�GVGIYG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL FOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 3 COAT CEMENT Ya' TO Ya' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO WR< WOOD SHEATHING ELEC. METER FIELD APPROVED VERIFY LOCATION HOUSEWRAP BELOW APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT CUT SUCH THAT NO MEMBRANE PRIOR TO INSTALLING ELEC. ENTERS BOX, METER APPLY TO FACE EDGE CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES UX= CONSTRUCTION a' Cm WOOD SHEATHING WRB LAYER °I, STUCCO WRAP WRB LAYER 12, FORTIFIEIER BUILDING PAPER METAL LATH 1/8' TEXTURED PINION • WOOD -FA,BTEN TO WOOD STRUCTURAL MEMBER • V O.G MAX %•WEEP V W WIDE STRIP SELF ADME61YE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 01, STUCCO UIRAP WRB LAYER °I, STUCCO WRAP 9 _ APPLY 60 MIN GRADE 'D' FELT G SELF-ADHERIN MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP It LAYER 02, FORTIFOER BUILDING PAPER STEP 1*3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH APPLY E-Z BEAD •e...s (SEE TYPICAL WALL SECTION) OVER 60 MIN o eo .o • GRADE 'D' °e e, METAL LATH FELT -PROVIDE PROVIDE STUCCO SCRATCH SEALANT AT ALL °e o• COAT LARGER THAN THE ELEC. JOINTS AND b. METER CAN OR METER CAN INTERSECTIONS o° .o.e.e COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION 5TEF #5 STEP #ro (6) ELECTRICAL RECEPTACLE A N C N I T N C T N 6 'Wi a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdoeigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX:8134MM-2802 170 sysaly � IAT: SILVERADO LOT #14 BLK. #16 PROJECT 03719.001-14161 MODEL' GARAGE srIITTG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH XP. WOOD SHEATHING WARB LAYER M, STUCCO WRAP }' THICK. 3 COAT CEMENT PLASTER WRB LAYER M, STUCCO WRAP AMICO AM66-UFWC-lW CUSTOM CASING BEAD NO GAP IN FIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES CNLY) CASING BEAD nOA DTL. ® CANT. SCALE, 1 1/2'.1'-V -WRB LAYER 'I, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER }' THICK 3 COAT CEMENT PLASTER 6' SAP. • TOP OF WEEP SCREED TO 51 EAT14MG BEHIND WEEP SCREED 6' SELF-ADHEREMG FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW —WRB LAYER M, STUCCO WRAP — WINE, LAYER 4, FORTIFIBER BUILDING PAPER —6' SELF-ADNEREING FLASHING WRAPPED • CORNER OF CANTILEVER 4' POSITIVE DRAM wage gasaZ NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) _ 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/W TYPE 'X' DRYWALL W/TEXTUIRED 4 PAINTED FINISH }' THICK 3 COAT CEMENT PLASTER VINYL CORDER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEX!!nI1 4 PAINTED FINISH I' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE BARRIER 4 }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 2) 2x12 HEADER INN OF ONLY) WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE BARRIER Q }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SWAIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @bRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL 81JB-FLOOR DECKMG PRE-ENG'D TRU66 WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE. BARRIER 9 }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD 6HEATHMG— (SHOWN FOR CLARFICATICN OR SEPARATE ACCE6SORIE6 ONLY) COLUMN SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER R 6' SAT. \ PEEL 4 STIICIC I )Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE V GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT, JS' MIN. DRY WALL SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE P THICK 3 COAT CEMENT VINYL CASING BEAD BARRIER M RL''�� \lit WEATHER RESISTIVE VINYL COR4ER BEAD WATER PROOFI BARRIER 4 -VINYL CAGW, BEAD LAYER (2 LAYER PEEL ''' 4 STICK) .- -"AU7 EXTERIOR COLUMN COLUMN SHEATHING LEGEND 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALv. PEEL STICK) METAL DRIP EDGE BET M FULL BED OF i' PEEL 4 SEALANT. JS' MIN. STICK •DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK CONTINUOUS WATER PROOFING 4t I\ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK - DRIP EDGE TO DECK—, I ,4'XI V P.T. OR SIM ULAT WOOD (TREX) FILLER CONTINUOU6 V GAP FOR BACKE_Ig/ ROD 4 6EALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL 5/8, TYPE 'W DRYWALL W/TEXTURED 4 PAINTED FINISH }' THICK, 9 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD No— A' GAP FOR BACKER ROD 4 SEALANT VINYL CAGING BEAD WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GAL V. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Jj' MIN SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING ant LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER }' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER M BALCONY DRIP 11 EDGE INSTALLATION 4 STICK 6' SAP. \PEEL 1)6'x3' V FLASHING DRAINAGE PLANE (WRB SUB FLOOR ® FULLY EMBEDDED IN ROOF CEMENT LAYER 01, STUCCO WRAP) UP X 3' 26 GA. GALV. METAL DRIP EDGE WRB LAYER #2 (FORTIFI5ER ------ I )S'XI )j' P.T. OR SIMULATED SET IN FULL BED OF SeA ANT'x' MIN. BUILDING PAPER) WOOD ITREX)FILLER CONTINJOI)S SPACE FROM DRIP VBEAD GAP FOR SEALANT FACE TO VINYL CASING METAATH X—X—X—X L L OPT. BACKER ROD. WATER PROOFING Net MODIFIED 9m LAYER (2 LAYER PEEL 4 1- STUCCO L- 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL cnaNNG BEAD CANTILEVER WOOD OR'1/16' ZIP WALL }' THICK, 3 COAT CEMENT PLASTER SHEATHING 5/8' TYPE 'X' DRYWALL a METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - FINISH }' THICK 3 COAT CEMENT ""----4' P081TIVE DRAIN WEEP SCREED PLASTER VINYL CORNER BEAD (SWOUN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) —1 SCALE: NITS WOOD SHEATHING 2x FRAMING MEMBER }' THICK 3 COAT CEMENT PLASTER 21/2. f�EB.J3EA2 FASTENED TO SHEATHING • 1' OC. MAX. CC ' n [ER-2 a,a. ..c WOOD SWEAT14NO WTNE DRAIN METAL LATH 3C�EE2 UM LAYER 7, FORTIFIBER N OF BUILDING PAPER ONLY) 1-^,-n CORNER BEAD ® FRAME ��r— CORNER BEAD (FASTENER 4 SPACING 9 I' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WRIS LAYER M, STUCCO WRAP WRS LAYER 02, FORTIFIBER BUILDING PAPER—� METAL LATH J' THICK, 3 GOAT CEMENT PLASTER IWSELF-ADHERING FLASHING i WINDOW) FLANGE UIRS LAYER 42, FORTI BUILDING PAPER — METAL LATH \ ' }' THICK 3 COAT CEP PLASTER b"SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE — 15B CASING BEAD (9� WINDOW (FRAME, NO BAND) WOOD SHEATHING tWRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) Lm LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com ` AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686.2628 FAX: 813-886.2802 BVHDIV. & I.OT SILVERADO LOT #14 BLK. #16 PROJECT 03719.00-14161 MODEL GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAIAS 15 MPH WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER V, FORTIFISER BUILDING PAPER METAL LATH }' THICK, 3 COAT CEMENT PLASTER FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE v11 FOR CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER n, FORTIFIBER EUILDING PAPER METAL LATH I THICK, 3 COAT CEMENT PLASTER 7--�— FLASHING WINDOW FLANGE CASING BEAD ® WINDOW 15C (FRAME, W/BAND) Ys' GAP TYP (AIDING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO — SIDING TRANSITION SIDING-, WRB LAYER STUCCO W'aE }' THICK, 3 COAT CEMENT PLASTER METAL LATH MW LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP \-- CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE / BANNER 9! a)L x�%e SIDING YW \ / pp �P-ADWERMG FLASHING� t I ta7 WEATHER RESISTIVE STARTER STRIP / \\ \\ BARRIER 9 URATHER RESISTIVE BARRIER I I \ \ y 6' SELF-mHERA1G ild ffew I _ FLASHING GALVV METAL GALV'D METAL ' W FLASHING W FLASHING PgNQL& on I • x 6, aftLATEER CASING /*—.0co /' x 6' SIMULATED TRIM MEMBER R APPROVEaAP 11 D SEAL11 ANT CASING SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION WOOD SHEATHING NOT METAL LATH: LATH TO BE PER SECTION R103.1,1 / ASTM C-641-14a, MIN. 2.5 LBS. METAL LATH PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER e2, FORTIFIBER WOOD C STSUCTION W SELF -ADHERING BUILDING PAPER i WRB LAYER 01, FLASHING WOOD SHEATHING / } THICK, 3 COAT CEMENT ! STUCCO WRAP WEATHER RESISTIVE EAT SARNER RESISTIVE BARRIER N \ WEATHER LANE PLASTER :' i BANNER 818TIVE / / \ W MIN. ABOVE TOP OPT PLASHING WRB LAYER -2, FORTIF15ER �j(,� �� I , IWKx TREVE 610M "I, I a VINYL ANGLED i BUILDING PAPER e•eELF-Apyge 1 BwIaER 9�SISTIVE CASING BEAD FLASHING _ \\ '' / WEAKER RESISTIVE i METAL LATH VINYL CASING BEAD STARTER STRIP \I THICK, 3 COAT CEMENT I WF �ASWIN" METAL (EXPLODED >� VIEW FOR PLASTER OR CLARITY) GAL V MTAL WEATHER IE ISTIV AP I lulaOABOVE TOP Db 11 R ` OF 21'�FL� ` g.. E-z BEm 2 - � I Y' X 6' SIMULATED ("' FLEXIBLE PVC - \ / I WEOD TRIM MEMBER BACKER ROD) \ / ' ' SELF -ADHERING CASING BEAD C� RAISED PLASH smH R"1G \ I I FLASHING BAND (FRAME) CEM�IT PLABTEit \,\ ':: : OR SEALCAP ANT {: I1rE WEATHER RESISTIVE 17A BARBER RESISTIVE SCALE:I'-(d' WEATHER RE81871vE C-z CEm vNYL eaeNn BARBER q ( ' FLEXIBLE P'VC ISACrXR ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRIER a 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME 2X FRAMING MEMBER SEALANT WINDOW FRAME X—X—x—x 0 }' THICK, 3 COAT CEMENT PLASTER METAL LATH a a. _- WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%* FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP :ASING BEAD TO WINDOW }' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING —WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING ; WRAP ----------------------------------------------------------------------------------------------- ' 6A\EZ BEAD WINDOW CASING %M1116putLLC. , 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdealgngroup.wm AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813486.2802 sVHDm ae LOT SILVERADO LOT #14 BLK. #16 PROJECT 03719.00-14161 MODEL. GARAGE OWING: RIGHT PAGE: ALL ASSEMBLY TA S Li H . a) IMILMITING CARE SHOLILD BE TAKEN IN 1 EWNG THE VENT PROPERLY 4'. S'MD lW ALIGNED. VENT RIPE IS SEALED IF UTILIZED. NAIL IN PLACE PROMRATM SHOULD BE APPLIED MALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUTTHEGOOSENEOKVENTOPENINGINTHEROCF REOOMIMENDEDINSEVERE NEAIHERCOASTAL SHEATWNO. SIZE THE OPENINGINAOCORDANOE YWTH ME CONSTRUCTION ZONES, CHARTSHOVN,INTHEEVENTAMECHA MVENTFANIS USED, SIZE THE VENT OPENING INACCOROANCE MATH VENT FAN MANUFACTURE'S PIPINGCONFECIION INSTRlGT10N3. W NOT CUT IHT'O TRUSSES OR RAFTERS VMEN CIfITNG THE OPENNOIN THE ROOF. R �E INTERFERING SHINGLE NAILS AROUND THE PERIMETEROFTHEOPENINGSOTHATTHENAILINGPLANGE OF THE VENT LAYS FIAT TO THE ROOF &1EATiINO. SLIDE THE TOP AND 810E FLANGES OF THE VENT FL ANDS M I INVENTFLANGES TOIAY IXJ TH TOFOALLOWTHGILES, THE TCP OF THE SHINGLES. ROOF HOOD VENT DETAIL SCALE. NITS art AT I APPROVED MOUSEUPAP OVER SIEATHNG OVER WO STUD WALL INSTALLS t SOLF-ADLRINNQIFLASHRtlOVERNAILINGFLANGE JAFE& TE'TO MOLD-1 HOUSE TIKK F AL WRA T��T. FOLD IN AT SLOP STEP 1 EXPEND FLASHING MN IBELOW BILL \7/\ FLEXIBLE FLASHING DO Wr SEAL BOTTOM FIN STEP 6 INSTALL 6' &ELF-ADIERSAI FLASHING OVER VINYL HEAD FLAN04 (WITH END DAMS)NALNG PLANW I exTeo H DIlRNG FLAS BEYN.'MIN BEYOND JAMB FLANIN's INSTALL VINYL DROF CAP PIPE AND OVER FLANGE ALIGN FLA&NNG, WY PIT. ROE OF ELL RO. rIBc+&NIGALLY FASTEN FAKED BOWS, (CAP NML6, STAPLES) INSTALL DUPONT FL DQ~ AS TH FLASNIY AT THE FOLD MOUSE RAP DOWN N TAPE DIAGONAL CUT ACROSS HEAD OF WINDOW iN, PLUMBING VENT DETAILS SCALE, NTB BMTALL 6' WIDE ADHESIVE - BAOCED M"ISLE FLABN617 MATERIAL OVER DROP CAP JOIN (PROTECTO-WRAP BIT-201AL a ROW) STEP 7 STEP 8 `L`-Zo WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 36 VNDE VALLEY FLASHING 10 FASTNERB "THIN SBF OR 1EANER FELT S OF OENTERLINE S IN UNDERLAYMEM E OF ML pa )(TEND END SHINGLE ASPHALT I AT LEAST 12- EYOND VALLEY CENTERLINE ROOFING /� CEMENT ' CLIPPED OFF CORNER AT NS DEGREE. �HINGLES TRIMMED 3" BACK FROM VALLEY CENTERLINE L IT 16 THE CONTACTORS I IBULTY TO VERIFY ROOF VALLEY DETAIL WO `a .SEALANTSTIOLITY OF °"'RDD"`T6""�"° SEALANTS N S14NM SCALE, NTe M, S U D DUR IS 0ONIG FLA6NEE. MATERIALS USED DWNG coNSiRICiION. R-A 2. INSTALL ALL MATERIALS PER MANIFACTURER& WRITTEN SPECIFICATIONS 6EALANTO MAY REACT ADVERSELY F NOT ATEN E. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTEL REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 061 142U (01 EQUAL) SEALANT A FLUID APPLIED PLA814NO (LANDO WHITE -SEAL RC-N on R1w A SLOPE SILL TO EX ILL L IT 16 THE CONTACTOR& REBPQN nNLTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS NCLUDNG SEALANTS N SELF-ADHERSYA FLASHING MATERIALS USED DIAWG CONSTRICTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENING& WALL BE N&TALLED N ACCORDANCE WITH MAMPACTURER& INSTALLATION N&TRICTION , AND APPROVED METHOD U OF FEC R103A U N ACCORDANCE MTN PE E6TRATION MANIIFACTURER'6 INSTALLATION ARID KA NG N&TRUCTIONS. gg 3 ANTIS MAY REACT ADVERSELY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NT6 DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134W2628 FAX: 813406.2802 9LTHDIv. at LOT: SILVERADO LOT #14 BLK. #16 PROJECT 03719.00-14161 moDIM GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 15 PH E'Eca3R-A- DATE: 7/09/21 SCALE: WA5 , , , 2x6 SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I�\ I\ 1/8' TEXTURED I FINISH 10 WOOD I \\ 2x6 SUB 1/2' TEXTURED FINISH ® CMU METAL FASCIA WRAP Yt' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL \� (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY 21, ®ELEVATIQN ©PLAN )4 �lz ©PL,4N B 1/8, TEXTURED FM18H • WOOD, 1/2' TEXTURED FMI9H a CM METAL LATH {.I - -WOOD SHEATHING OR CMu WRB LAYER h, STUCCO WRAP (FRAME ONLY) WRB LAYER -2, FORTIFIBER BUILDING PAPER (FRAME ONLY) PROOF KICK OUT REMOVED \\ FOR CLARITY 'ROOF DECK (BEYOND) RIP EDGE, I' OFF WALL IOT INTO STUCCO) ROOFMG CEMENT DRIP EDGE METAL KICK OUT �— i1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH 0 CMU \,—/2x& 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 A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WM'x4' NOTCH 0 END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11i'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a+ ROOF EDGE OMITTED FOR CLARITY A R C N IT R C T S 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdealgngroup.wm AA N: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813$86.2802 So 9VHDIV. a I.OT SILVERADO LOT #14 BLK. #16 PROJECT 03719.00I-14161 MODEL• -D GARAGE 8WING: RIG HT PAGE: WALL ASSEMBLY DETAILS 150 PH 48'-0" 15'4" 17'-2" 4' 6" 91-8• 1'4. 5'-0" 7'-10" `4 TOP OF SLAB ----------------j,,111 TE-1 ------ ----- FM-i8X18 . ---------------� FM-18X18 —4---•I 1 3 1 I 1 I 4" CONSLAB4" PVC3,_i„,_2„CHASE-3 1/2" i! I I I 1 3'-8" FM-16X18 i L SF..-2 � i.i EXTEND ; � I SLAB 1 1/2" i; 1 c. rr I 1-31/2 i I 2,_5,. r 101_9„ r TE-2 r 1 12 il' mI xI I n li �I I ii i i ii i I I b o '-0" FIN. ELEV. }� 0 ra r i 1 I FIN. CONC. SLAB I 1" PVC CHASE I FOR ELEC. I ISLAND ii i c I I rir i i a I I I rr e rl ' I I t.1 i i 1 i 34'-10" i ' 13'-2" x rr ii Y I I 2'-8" ----� I TE-1 4:31121, EXTEND I SLAB 1 1/2" 1 • I I Y,4-1 20'1" 24'-4" I I I i I 2 I EXTEND I do w 1.1 l I SLAB 1 1/2" ( FM-16X18 �, a m X 1 r---- I N 4 m 1 m o I I 3 112" I m t2t I 5" 6„ I x I 1 6o zm fO IcS 1 1 c i oa o05 ILL I m I 11 I N I 5112" 4 4 1 I t.1 J FM-i6Xi8 --J __--_ TE-1 L__--- FM-i6X18 4 -----------17 FM-16X18 -- 1.1 4 3'-2" 3'-10" 6'-4" ,_4„ V-4" 1.1 16'-U' t.1 p$„ 8'4„ 13'-4" 28'.4" 46.0" HIS 4'CONC. SLAB 3ollUMA t1orkII[\i_owlfx' 1, SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7, COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, EIINDICATES #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 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE O'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 j OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1AXWIA OVER GENERAL 3 1/7, 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1&18 16, CONTINUOUS 18" - (2)#5's - (+)a -a' FMC46z18 16, CONTINUOUS 19, - O 's #5 IN CURB VARIES F-2424 24•' 24' 12, (2)#5's (2)#5's TE-1 8" SEE PLAN 8" - (1) #5'. TE-2 8" SEE PLAN 8" - 's 1) #5 IN CURB FOUNDATION PLAN SCALE: 1/4"= 1'-0" LLC. 1441 N. RONALD REAGAN BLVD. LONG GOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.corn AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2626 FAX: 8134W2802 Z U13DIV. Ae LOT*44 SILVERADO LOT #14 BLK. #16 PROJECT 03719.00—14161 MODEL.• GARAGE QWINO: RIGHT PAGE: FOUNDATION PLAW PHTEN*. 30" MIN.EACH WAY MONOLITHIC FOOTING } STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ¢ o. CELL SEE PLAN FOR SIZE AND �•O C,0}}- SPACING REQUIREMENTS ?- SPACING REQUIREMENTS �t mw to ° FM—.' p U) Z 8" CMU WALL O 8" CMU WALL _ , f CORNER BARS, SAME SIZE AS LARGER BAR I io Z +' 0.'a, IN FOUNDATION WITH 30" LEG EACH ° "I *- 0'-a. 9. WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I ,, SO THAT THE STEEL REINF. IS CONTINUOUS ° MATCH AMOUNT OF CONTINUOUS BARS °I EXT. PORCH SLAB SEE SLAB SCHEDULE°I6 BAR SIZE 48 BAR DIA q" CHAMFER (1STORY) EXT. PORCH SLAB I-) VARIES e SEE SLAB SCHEDULE TOP OF GARAGE ° I sl vI� ' o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2' ISOLATION . , JOINT (WHERE 4 • 6"CHAMFER (2-STORY) +8" #q 2q W/ 1/Z' ISOLATION I 4'CHAMFER (1-STORY) 1 a -' 6" CHAMFER (2-STORY) ° APPLICABLE) Z SEE SCHEDULE #5 3a' JOINT(WHERE APPLICABLE) Z - • • EESCHEDULE a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE 36, FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Y� AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS tie. 2 TO 3, PROVIDE 2 BARS), ONO #7 42" v EXTERIOR MONO -FOOTING (_,_�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE:-" T-a' L 6QALE:34"=+ a' GARAGE CORNER BARS DETAIL 3 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING RECESS W WALL W/ SYP W g O (L I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ O) W &+ > U) NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/Ik5' WEDGE ANCHOR W/ 2' TO PT. PROVIDE DBL TOP W = 00. SECURED W/ 2- PART WASHER SET IN HIGH STRENGTH W U 0) Z' CAPPED IL g I EPDXY. MIN. EMBED PLATE PLATE EPDXY 5-10 EMBED. MIN. C 16' OC N GALVANIZED PIPE Q 8", ONO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE C BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE CURB FOR 0: ( SPECIF � = ICATIONS FOR m USE AND PREPARATION OF ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL N HOLES, DO NOT USE 10d W MASONRY UNITS SET %pn AT ELEV: HOLE. x a' SEE SLAB SCHEDULE w 0'-a' SECURE FLANGE TO LU SLAB W/(4) 114" X 2 1/4" 2� p �-'<' +_ 0 {p TAPCONS t�i TOP OF SLAB _� .. `� RECESS AROUND GARAGE DOOR OPENING • ° `�° 4 SCALE: 3/q"=1'-0" EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 7 SCALE: 3/4"=T-a' (W/UPLIFT) 5 6 LAPTOP PLATE A MIN. OF 48" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE • BTM. PLATE TO BE PT. LAP TOP PLATE A MIN. OF 48" PROVIDE DBL TOP PLATE SECURE BT. PLATE TO AND NAIL W/ 16d COMMON SLAB W/10d MASONRY NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED NAIL i6"NAL STAGGERED. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND ADDITIONAL METAL CONNECTORS NOT SPACING REQUIREMENTS REQUIRED WHEN NO /o, 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z UPLIFT IS PRESENT, WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE Q ^ IY SEE SLAB SCHEDULE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/tOd MASONRY NAIL O D- Q PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ¢ m U i- 0'-a, TOP OF ADDITIONAL METAL CONNECTORS NOT F9 O REQUIRED WHEN NO x a- UPLIFT IS PRESENT, O S.WALL Z �— POURED LINTEL CONT. (TYP I _ 8"CMU FILLED CELL(TYP.) aSEE - TOP OF SLAB SCHEDULE • s2X WALL FRAMING +-0'° SEE SLAB SCHEDULE 1/2"DIA. SIMPSON STB2 BOLTS 5" WGROUTED EQ. EQ. SEE SCHEDULE TOP OF SLAB na ZMINIMUM EMBEDMENT INTO FOR WXD, BAR SIZE "ISOLATED" COLUMN PAD CELL, 4" FROM ENDS AND AND BAR QUANTITY CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16' O.C. VERTICALLY MAX 8 INTERIOR CURB FOUNDATION WOOD WALL . FOUNDATION AND SLAB scALE: 3/a••=r-a• UPLIFT) I I � SEE SCHEDULE SEE SCHEDULE (NO V FOR WxD, BAR SIZE S /FOR WxD, BAR SIZE »>III"` ------""I"" AND BAR QUANTITY ✓ AND BAR QUANTITY e' VARIES e' COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 9 3 INTERIOR FOUNDATION WOOD WALL 9 BCALE:34"=,_0' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE:34"=1'-0" yS; SCALE: 3/4"=1'-0" E Wfl)9-CONT. SHOWER RECESS FOOTER 12 SCALE: 1 "=V-0" A7Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmup.com AA S: 0004 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2826 FAX: 813886-2802 BlUDDIV. ae LJOT: SILVERADO LOT #14 BLK. #16 PROJECT 03719.001-14161 MODELe GARAGE SMLNG: RIGHT PAGE: DETAILS V.15ftPH JUA 13'-2" 10.4. 7'-9„ 6,-2„ 4'-10„ -0„ ,,-8„ Im A 8 C N I T L B T 8 5 GrouPl�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vrww.abdesigngrouP'w AA A: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886.2802 LOT #14 BLK. ##16 DOWEL PLAN 11 DOWEL PLAN SCALE: 1/4" - V-O" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL A I C N I I C T I REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR �c VARIES PER ELEV. TO HORIZONTAL { REBAR Z 10" HOOK Z e • 9 ° ° Design GROUTED BOND BEAM � Grou Lam. VARIES PER ELEV. ° Z d 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 92750 - - °`- PH: 407-77"078 FAX: 407-774-4078 a a www.abdeslgngroup.com ❑ 0 AA #: 0003325 Q #5 BARS 00 m DRAFTING BY: FM A.B. DESIGN GROUP DRAFTING INC. 10" HOOK 5439 BEAUMONT CENTER BLVD. SUITE 1004 I.i 8 TAMPA, FLORIDA 33634 Jf,�k PH: 813886-2628 g c ate_ f ° FAX: 8134;M2802 ZN 1-D„ 0 CLEAN OUT REQUIRED+• —_ ^ �� ••�2°00 D: FOR INSPECTION It • • OI 4 ° �,-0�� o: E 9 I'll I 1 -11 - 0`0 FIN. FLR. •° • TIE ERREBAR A. _ ° TO HORIZONTAL El � REBAR W/ 10" HOOK ,,��(BAR SIZE 48 BAR DI�1 Z W #3 181, _ C CMU UNIT DIMENSIONS CC O #4 34" • � ;0 ARE NOMINAL SIZES #6 36" OFFSET METHOD CONTINUOUS BAR SIZE 48BAR DIA. . a ..... #T 42' METHOD #4 24" MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTAL/VERTICAL #5 30" * 3 SCALE: 3/4"=1'-a' REINFORCING REINFORCING ##;, I wJ 8NO' MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR BLOCK 8 EXTERIOR FACES OF THE ❑ © AWN W1#5 DOWEL IN FOUONDATION 81. DOUBLE FILLED CELL 4 SCALE: 3/4"=1'-0" DUBDIV. de LOT: SILVERADO LOT #14 BLK. #16 PROJECT 03719.001-14161 MODEL GARAGE OWING: RIGHT PAGE: DETAILS 150 MP A NO 937 DATE 7/09/21 8CALE: 1/41�0-SHEETs1.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 N (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 N 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 (4'1. 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER C 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 8 DESCRIPTION REMARK O (2) 2X12 GENERAL NOTES 1.)CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 8 R606. 1.2 FLORIDA BUILDING CODE, 71h EDITION, 2020 BUILDING, SECTIONS 19012 8 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 402/602-16) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT4D00 PSI MIN, 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615/A615M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615/A615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE MATH ACI 318.14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A1064/A1064M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT NTH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PS1. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN FM = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (NTH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318-14 AND TMS 402-16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINTEL LENGTH AT V-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT. NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. F78-iT/OM/OB-1T/OM/08 T/0 /1 8F16-1T/OM/OB SF18-1T/OM/OB 2 PRE -STRESSED RE -STRESSED 1 i 1 4 I I I I 14 AH7 I I I I I I I I I I I I I 8F18-1TI0MIIB FO L------------ A r -------------� I UNO. PROVIDE BB1 WHERE ROOF mo TRUSSES BEAR, TOP OF WALL @ 9'4" UNO Q lb I I LL I c I � I I � I I l LL I I � I I I I I I I I I I I I I I I I -------------------- co I L----_J lb LL AH7AB 8RF14- /OM/OB 4L AH7 RECISSED Al M/iB 8F16.1 /0M/18 --- PRE-ST SSED 8F36-1T/i M/16 LGE U LIFT BEAM PLAN A2GNr T E C T E ougn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 w .ebdwigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813886-2802 BVHDIV. AO LOT: SILVERADO LOT #14 BLK" #16 PROJECT 03719.00-14161 MOaEr.: GARAGE 81117NO: RIGHT PAGE: LIFT BEAM PLAN 150 H � j NOTES TO THE INSPECTOR/CONTRACTOR TYP 6X6' ;o 1115 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. �#5 STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 50 THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR e'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#6 TOP OF THE LINTEL. / 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. —, VERTICAL REBAR W/ 10' HOOK 1" �,\ P� ' !! 8x16 DBL. BOND TOP OF -ti QfL� BEAM W/(1)#5 BAR BONDBEAM a EACH COURSE •\Q� G 8x8 BOND BEAM TOP OF BOND BEAM • OQTG�\� W/(1)#5 BARIND 30" TYPICAL F FILLED W/GROUT I .�\>.O� U =UNFILLED GROUT SOLID FROMTOP f1\� NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 �/c 16-1 T/ 1 B 8x8 PRE -CAST CONCR NOMINAL—� LINTEL W/ (1) #5 BAR ( LENGTH OF BAR = WIMASONRY P� HEIGHT # OF #5'S, TOP QPE"'NG-2'BEAM CORNER DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORREINFORCING THAT XFXX-1T/1 M10B INDICATES A DOUBLE BOND BEAM #OF WE, BOTTOM 8x8 PRE -CAST CONCRAND OF BOND BEAM XFXX-1T OM DB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX - ITn MM INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1.3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW -1 v SIZE.300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1X') 8" FROM EACH END AND AT LOWER ELEVATION 16' O.C. MAX. MIN _ EMBEDMENT #5 BAR BENT AS SHOWN � , 2x6 (MIN 2X 3)2-3/16 TAPCON ,a31M., PRE -CAST 4 OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 6' pQ SLOPE FROM EACH END AND 19' 1-1/4" EMBE EMBEDMENT 2x8 (MIN 2 X 3) 2-N16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING BAR TO BE PLACED IN /2- 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK. EA. END vc."W" BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7116' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAYFRAMING DETAIL AT CORNER STEPSCALE: 5 q 1 PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I SINGLE #5 CORNER BAR, 30x30 TURNED UP CEO I I OR TURNED DOWN INTO STEEL REINF OF 9 �F I I / FILLED CELL BOND. BEAM 8x8 CMU PIER PROVIDE 45 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE . LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" LLC. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81.3,886-2628 16. FAX: 813-886-2802 SusDIV. & LOT SILVERADO LOT #14 BLK. #16 PROJECT 03719.001-14161 MODEL GARAGE 9TfWC3: PAGE: DETAILS 150 MPH E ATE- D7/09/21 SATE: SCALE: SHEET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ I Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 (4-1. 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 2X4 PT TO ALIGN WITH TOP AND BOT70M CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36,.177" * x 2 7/8" LONG, WITH WASHER C 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM, CHORD �MIN.) 2 COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKE$. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST WFROM THE CENTER OF THE COLUMN. 011111101 —0111d)IINEIIIIIII[GIC= =111311111 MEN i III,] ONLai AH9T AH11T AH13T AH15 AH17T io AH19T AH21T cal AH23T 0 OAF io AHT Lai o" AHT ll'AHT Ol Cr ;AHT 'AHT AH 7al �AH Ila AH AH :IAH23 'Pi 'AH21 I AH19 AH17 I:AHi3 tAHII -- ----- AH9 It w w W"r Il�FnlM 12'-8" FRAMING PLAN SCALE: 1/4" = V-0" IF -A 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA 0: 0003325 "T"*`IIII r' DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M2626 FAX: 813-886-2802 r-gIU13DIV. & E�O71 SILVERADO LOT #14 BLK #16 PPtOJF.CT# 03719.001-14161 MODEX. 2368— D CIARAGE 8TfWG: RIGHT PAGE: FRAMING PLAN 150 MPH DATE:- 7/029/L21A SCALM: 1/4"=I'—O"I S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Od a 1 k' NAILS TO TRUSS 1342) gIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J" NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 1Z. O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) YPICAL TRUSS/ SSS3G—IRDER CONNECTOR(S) SSCALE33//7-T-Or SERIES BALMOLOCK THIOOIE88 4500 3/4" WOOD PANELS 6000 (2) 1/2' WOOD PANELS 80 (2) 12" WOOD PANELS 90 2.LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION @ L.B.W. 4 scALE:34"=1'11' (NO UPLIFT) DEPTH 1/4•D —HOLE EDGE>5/8" —HOLE DIAMETER 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 0 SCALE: 1 12"=1'-0" HOLE EDGE 15/6' HOLE DIAMETER < 315*0 DBL. STUD ENGINEERED WOOD TRU Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Z' x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. 1—A41) SIMPSON" LGT 5 GIRDER WN WITH (4) �" x 5" TITEN HD TO CMU AND (12) SOB N HD T (12) SOB �' x 2 �' TO GIRDER J(I�N�J B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) BOB J" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3) 16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) �' x 571TEN HD TO CMU AND (18) BOB }'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8085 LBS (2 PLY MIN.) _ �R 9� TYPICAL ROOF ' GIRDER CONNECTOR(S) rALE SERFS 1111m SLOCK 1FAf7em 4500 314" WOOD PANELS 6000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 80 2x LUMBER LSTA12 20 GAUGE W/ 10dx1/2 HOG COMMON NAILS. EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN, 7" EMBEDMENT fLL70 & (18)16d x LS TO POST., SIT DIRECTLY 14 •C _fl LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0' NOTE: A --WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A- SIMPSON HUS28 G < 1200 LBS, U- 1280 LBS W/ (1) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (6)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C-SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4'- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"1 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON 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 ATTACHMENT DETAIL # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)114" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 1 Od TO TRUSS AND (4)114" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0' 6'-0" MAX (W/1X4) �R 10'-0" MAX (W/2X4) 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C —/ —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP ^ BTM. CHORD BRACING 6 1 SCALE: 314"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE T CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2: 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4'. 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAV BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE SEDGESPACING CEMAALSPACING A DOUBLE 2x8 12" 8" O/C 16' O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2.10 12" 8" O/C 16,101C D DOUBLE 2x10 314' 8" O/C 24" O/C E DOUBLE 2x1D 3/4" 6' O/C 16, OA3 F DOUBLE 2x12 3/4" 6' O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING V-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE (9 CENTER TO ELK W/ 1/2' DIA. (2) 'X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2. WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL 1.1(2) MIN. EMBED. AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 214 SECURED W/ 10d's C EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. :��Scu ATE MATERIALS : 3/4"=_ DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813$88.2802 BUHDIV Ae LOOT: SILVERADO LOT #14 BLK. #16 PROJECT 03719,00—14161 MODELS 6 — GARAGE SWING: RIGHT PAGE: DET ILS 1 MP XP, 2x4 STRONGBACK SECURED TO - EACH TRUSS W/ (3)16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLCOR TRUSS, TYPICALLY 10"0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2X6 PT TERMINATION BLOCKING SECURED TO WALL W/ (6) 3116" ° x 4 TAPCONS SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH ENO EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUOS PLYWOOD FLOOR SHEATHING FLOOR TRUSS OR GIRDER TRUSS SIMPSON H6 W/ (8)8d COMM^"' EACH END PLATE STRAPS W/ 1Gd x 1 1/2" HDG NAILS DEL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d B 3' O.C. 1ST PLY INTO LEDGER AND 10d 0 3' O.C. STAGGERED UPPER PLY INTO 2X6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION O 0 z �UU . I O ova PER ELEVATION /1� Fz 1X2 FIRE -STOP 2x4 STRONGBACK, WALL / FLOOR FRAMING, FLOOR BRACING 2 TRUSS PARALLEL TO WALL SCALE: 3l4"=1'-0" SCALE', 3/4"=T-V' 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK INTO LEDGER AND 10d 0 3" O C. #8 WOOD SCREWS NOTE: STAGGERED UPPER PLY INTO 2X6 x 7' LONG @ 3' O,C.; 2x4 BLOCKING cU EA. BRACE. BELOW STAGGERED OFF NI TOENAIL INTO TRUSS W/(4) 16d STRUCTURAL SHEATHING CENTERLINE OFF 2x6; - NAILS @ EA. END MUST NOT BREAK WITHIN 1'i" MIN. FROM 2ND. FLR. 3/4" AS SHOWN 2x4 BRACE 0 48" O.C. w/ (5) 12d LINE DBL 2X8 LEDGER NAILS @ EA. END CMU WALL END OMIN -1W FREMBED R. 8tl RING SHANK NAILS (4"O.C. MAX EINF " PER PLAN AT 5D INTO BLOCKING 16d NAILS g 8" O.C. MAX 2x4 P.T. CEILING NAILER W/ MASONRY NAILS a17'OC. 1X2 FIRE -STOP — FLOG /4„ NAILING PATTERN PRE -ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) 14-141 REPAIR DETAIL IF LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-WO C (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) SECURE 2X6 PT. PLATE TO BLK— W/ 1/7DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37OC MAX. SECURE GABLE TO Zx8 P.T. PLATE W/ 12d's W O.C. MAX PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN) BOND BEAM REO, BOND BEAM REQ. SIMPSON HETA-16 0 37'O.0 (VERIFY W/TRUSS . SECTION DETAIL SS PLAN) AT PARALLEL / PERPENDICULAR 6 PRE-ENG FLOOR TRUSSES SCALE: 3/4"=1'A" PRE-ENG'D WOOD TRUSS (TYP) Q 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED 0 1014' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A -SIMPSON MTS12 U <990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP SI MPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" 1/4" it NI #8 WOOD SCREWS �M x2"LONG @3"O.C.; 1111111, STAGGERED OFF CENTERLINE OFF 2,6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS 4„ NAILNG PATTERN —PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 3 2x STUDS PER PLANS 2x4 CONT. W/ (4) 16d NAILS 0 TOP OF FLR TRUSS (TOP 2X4 SUPPORTS BT. PLATE OF 2ND FLR) FLOOR DECK 2X6 CONT. W/ (8) 16d NAILS a BT. OF FLOOR TRUSS (BT. 2X6 IS FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 EVERY TRUSS (VERIFY W/ TRUSS PLAN) PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD SECURE BT. PLATE TO SLAB W/ IIZW' WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. @ 16" OC MAX. 1,, STRUSS CONNECTION L.B.W. 9a 9U SCALE 34„=1'-0" JJAROOFTRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • O• •:p: TRUSS/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0" TRUSS TO POST CONNECTION A-SIMPSON MTS-12 U <990 LBS W/(14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT41DU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3'SDS, (1) S "° A.T.R. TO HDU4 AND (10)1/4" X 2 1/7SDS TO POST PTO SLAB CONNECTION CONNECTION ASB - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA0,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <UA565 W/ 5/6' A.B. WITH MIN. 7' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/7' NAILS TO POST. A E C E 1 T E C T 8 Groin 441 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7744078 www.abdosigngroup.com AA#: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 FAX: 8134386.2802 BtmDrv. to- ____ Lo SILVERADO LOT #14 BLK. #16 PROJECT 03719.001-14161 mODEL.• 36 - D GARAOE 81117NTO: RTGHT PAGE: DETAILS L15MP B re W 7/09HEET s3.1B of PRE-ENG TRUSS(STRAP PER FRAMINGNOTES) (2) 2XI2 HDR WiFLITCH PLATE. ATTACHED W/O) 2X KNEEWALL TO BRG. HT. META-24 • EA. SIDE SECURE TO CMU W/ 1/2'XS' ANCHOR BOLTS UV 2' WASHERS PRE-ENG TRUSS (STRAP SET IN HIGH STRENGTH EPDXY PER PRAMING NOTES) 4 24' O.C. ('1' MIN. MTL. DRIP EDGE EMBEDMENT)-TYP. 2x SUB -BAND 12'-S' 5W3. HGT. (2) 2XI2 HDR VENTED VINYL/ALUM. SOFFIT DOUBLE TOP PLATE TO N7'-10' TOP OF A' DBL STUD 9 DBL STUD WK2) SP4 W/(2) SP4 (TOP 4 BOT.) (TOP 4 BOT.) 9'-4' BRCS. HUT. S. STUCCO 9'-2' SPRING BAND INE OF ARCH � Z � LL F ENTRY SECTION —ELEVATION D B SCALES 1/2'• 1'-0' A07Group�iLL.C 441 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA k: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813-886-2802 StmDIV. AC LOT-. SILVERADO LOT #14 BLK. #16 PROJECT 03719.001-14161 MODEL 6— GARAGE SWING: RIGHT PAGE: ENTRY DETAILS IL 150 MPH &X PRINT 7 09 21 DATE: / / SCALE: SHEET S3.1C FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24116) or 15/37'STRUCTURAL SHEATHING EXP 1 (32/16), 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 (04" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA, TENSILE STR. SHANK I ASTM 8tl RING SHANK, 2 3/8" 0.113 170,000 RINGS F1667 SCREW SHANK (16-20 PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 2SAW DAIS F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: Sd NAILS ® 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,38, 3T 8d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sd RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES TYP. EXT. SHEATHING ATTACHMENT Z = O 93 m 1r BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #8 7 DECK SCREWS 0 6"-6' O C. MAX EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING • • • Y.� . M©r s ROOF NND DESIGN PRESSURES NET (wtoesl AscE7 ZONEi=-Y75 ZONES=33.1 zor4: Y.=.vt —E.. E zoNE YP-ae.7 zarvS as.e ZONE T•=.30.7 A'�Pa'ENDZONEg31— B431CwND&PEED'. T, MBi E%Po91R>E GTEGORY.'B" PoSK GTAOOR1: 11 APPLICABLE INTERNAL PRE59UAE COEFFlDENi'../-ate FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPLIGTCN 311E ITYPE SPADNG RFAtAPo(S PP WON SITE TYPE I REMMIte 1 x2 PTFURRING TO CASE NARDENEDCOII AOE DOOR BUCK 1/I"aA. TAPCDN MASOMYtIIYE1-B f'ENDDBT.. MPSONRVICONC. NNL1 flY'LONG. 0"OF TO MASONRY/CONG NO WASHER FASTENER IIY1'E.15— EGD.ALEXT.DOORS DENEDCgt POIC WINDOWNWIU FASTQIFD GNUGE DOOR BLIaf YB'DA CR IIY qA FJWAN90N BOLT IB'O�C (3IB"W11 4"EMSED..4'ENo ST., I•PT, SEE NDTEB 11/T LONG. STAGGERED HMO MP30NRYX%1NC. TO MASONRYxXWC. W WASHER O,C(1 A) S' EDGE DST. wlNDaa BUCK cA�IwR—ODL e•oro WANDOw1000R/ FASTENED METALSTRARTO CONTACT THIS ENGINEER FOR SPACING I— SEENOTES NNL11?LONG. STAGGERED INTOMA3CNMICOBC. MASCNRYICONC. REQUIREMENTS IXT. SWING DOOR R13I1B"DA TAPWFf 18 O,C i1lY EME0, O'END. NONdEAR,NG W000 EXPANSION <"EMBED. 4"WD bQG BUCKTx PT, SEE NOTED OWASHER ASTNER DST,/ EDGE DST. WALLTO0—SLAB W/WASHER sCLT DIBT., 3"EDGE DIET Pa Pr vnNmweulx D.t3e°PAF xY yr r END DST t o 9TEELNL.,_ w/WASHER BTA.O 4 EDGE DIST.I? NOTES NOTES I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WDE OR WIDER AS THE DOOR DR WNDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND Zx MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3TCMM. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROMDEB%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 761 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT NTH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRANNGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POE FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71A EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-Trent 10 psf STM CHORD Hlonconcurrerk DEAD LOAD DEAD LOAD WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1064/A1D64M, GRADE 65 AND BE PLACED IN ACCORDANCE NTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED Y-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A815M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE NTH 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 DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION'., AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSI` 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 FORBEARING WIND: DEAD LOAD SPEED 020) MPH 3- SECOND GUST (ASCE (FBC EXPOSURE B, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMITED BIT ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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 NTS:30p AND DECKS. 40p GUARDS AND HANDRAILS: GUARD COMPONENTS: SOO PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL , OFILL VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40psF, SLEEPING ROOMS: 30psf, STAIRS: AGE N SUE, PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOPDRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 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 ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR . SHOP DRAWINGS IN THE FORM DRAWINGS SUBMITTED WITOUT REVIEW WILL BE RETURNED UNCHECKED. S WILL RUNNING BOND UNLESS OTHERWISE D. LAY-UPWI E NOTED. MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRCONNECTIONS. OF REPRODUCIBLE SEPIASHOF STRUCTURAL DRAWINGS (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-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM US" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF &' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 316" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 loli FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS0O/A50OM, GRADE B, Fy = 46 1W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED Yd- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIMESTAWED WHEN CONCRETE IS BATCHED. THE MAXIMUMTIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S 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 AND/OR WEATHER I.12' FOR $6 AND SMALLER 2' FOR#B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3f4' FOR SLABS, WALLS AND JOISTS 1.12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS r 1 A N C N I T[ C T i EX 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdeslgrWoup.com ` AA #: 0003325 DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5436 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�886.2628 FAX: 813.886.2802 9v8DIv. & LOT: SILVERADO LOT #14 BLK. #16 PROJECT 03719.00 -14161 MODEL: 23 S- GARAGE STUNG: RIGHT PAGE: DETAILS 15LO MP XP B BATTEN STRIP ANCHOR @ 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSSMOi FASCIA WOOD OTHER [BY BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH Q7 STAPLES INSTALLED 2-1/4" EMB. FASCIA @ 16" O.C. MAX THRU SOFFIT AND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL O STAPLES INSTALLED HEM AND IN VALLEYS SOFFIT 1Q THRU SOFFIT AT NAIL I /. HEM AND IN VALLEYS STAPLES INSTALLED �- 12" O.C. MAX (INTO ® FASCIA/J-CHANNEL 3Q (Z)WOOD) IN J-CHANNEL }" MAX. DETAIL A FASCIA 7Q STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" M/ DETAIL D J-CHANNEL FASCIA 2X2 WOOD BATTEN @ STAPLES INSTALLED Q7 THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. ELQ3 7Q STAPLESINSTALLED, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT-�—I 3Q J-CHANNEL- f, DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN T'-+w. 1•--SPAN'L-L--� SEE DETAIL W' 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'-� SEE DETAIL'E'- - EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END u DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO (D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE: 1) CONCRETE/CMU OR WOOD (NOTE 1) 3Q J-CHANNEL- i„ DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. -,- STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" 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. 3.519 .375 #>>� .4 3.625 3.625 3. 5 OS 03 12� o u r--- V4 DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECC� VINYL -NO. 639 ARCNITICTS 6 GrouP�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abd"gngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138864528 FAX: 813.886.2802 BU133DIV. & LJOT: SILVERADO LOT #14 BLK. #16 PROJECT 03719.00-14161 MODELS 8- GARAGE BUILNG: RIGHT PAGE: SOFFIT DETAILS %150 MP B )ATEE.. 7/09/21 3CAL.E 1/4"=1'-0" 8HzET SDI r