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HomeMy WebLinkAbout35908 Morse Willow Ct99 236 �9 DES I FOR: , B R HORTON 101 NN, 12602 TELECOM MRIVE, TAMPA, FL 33637 T4al- (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -pwRMk BIUDDDNG CODE, RESmENTIAI,DATE ABV. ABOVE LAV. LAVATORY DESCRIPTION %M ED]T[oN -ALL IACAL AND STATE CODES A/C AIRCONDITIONING MUM. AIR. ADRCONDITE M.C. ALT. ALTERNATE MFR, LUMINOUS MEDLUMIN[NECAB[NET MANUFACTURER 8 24 19 ADDED ISO-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/29/12 ADDED STONE CAP NOTE TO ELEVATIONS DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL, GROUP R3 -coxsTRlrcTION TYPE - VB -MIN. INTERIOR FMISH - CLASS B -BASIC WIND SPEED - Vasd=11 MPH V89d=118 MPH -EXPOSURE - B -1-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES AMP. AMPERAGE MIN. BD. BOARD M.T. CI. CENTERLINE MID CAB. CABINET MTS c c. CLEAR N.Y.S CA CLEAR OC. coxc CONCRETE PL CPT CARPET P.B c.T. CERAMIC TILE PH. D. DRYER TEL DDOUBLE P DO. .O. DUAL GLAZED PR_ DIA. HAMSTER P.T. MINIMUM METAL THRESHOLD MOUNTED METAL NOT ER .E ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG CS -COVER SHEET PG AI -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 Ei-ELECTRICAL PLAN PG El -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS 10/14/19 UPDATED LED LIGHTS PER D.R.HORTON 12/04/1 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 01/27/20 ADDED SnIPSON CONNECTORS I.L.O. USP 07/14/20 CHANGED BOOM NAMES PER D.R. HORTON 12/01/20 BADE REDLINE CHANGES FROM ENO. FOR 2020 CODE CHANGE 12/01/20 WAITING ON ENOINEE[t APPROVAL FOR DETAIL UPDATES 01/19/21 REPATHED ALL XREF9 FOR 2020 PBC CODE CHANCE DIM. DIMENSION R DISP. DISPOSAL Ran. DP. DEEP RA. G. DR DOOR REF. D.S DOWNSPOUT RM RISER RADIUS RETURN AIRGRBL REFRIGERATOR ROOM PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS STATE OF FLORIDA S FT. CALC. S Q. PROFESSIONAL ARCHITECT: DTL. DETAIL RO. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH SD. SM0 DETECTOR PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS ROLAND A. ABOUCHACRA ELEV. ELEVATION S.H. EQ. EQUAL SHT SINGLE HUNG SHEET PG WAS -WALL ASSEMBLY DETAILS AR No. 93723 EXIT EXHAUST SHWR_ EXT. EXTERIOR SHWR F.G./FX. FIXEDGLASS SIM. SHEATHING SHOWER SIMILAR A.B. DESIGN GROUP, LLC. LIVING 2,312 SQ.FT. GARAGE (ELEVATION D) 538 SQ. FT. FQ. FUEL GAS SL. FIN. FINISH SL. GL. PER FLOOR STD. SLIDING SLIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 ENTRY 50 SO. FT. COVERED LANAI 201 SQ. FT. FLUOR. FLUORESCENT SWS FRG R FRE DOOR ING TEMP. SHEAR WALL T SECTION GLASS Tel: (407) 774-6078 TOTAL 3,161 SQ. FT. GAR. DISP. GARBAGE DISPOSAL T.O.0 OPO CURB Fax: (407) 774-4078 G.F.I GROUND-FAULTCIRCUIT TO.P INTERRUPTER TYP TYP. GL, GSS LA TOPOFPLATE TYPICAL TOP OFSLAB STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SlAA-DETAILS PG 31.2-DOWEL PLAN PG S1.2A-DETAILS GYP. BD. GYPSUM BOARD UN.0. UNLESS NOTED RB. HOSE BIB OTHERWISE B.C. HOLLOW OGRE W. WAPG� OOF HOT, OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. WT. WINDOW WATER RO GHARON PG S2-LIFT BEAM PLAN PG 32.IA-DETAILS PG S3-FRAMING PLAN 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 PG S3.IA-DETAILS PG S3.IB-DETAILS PG S3.1C-ENTRY DETAILS PG SKI -DETAILS PG SDI -SOFFIT DETAILS 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. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE I.I.C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigngmup.com AA #: 0003325 , IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813aM2628 FAX: 8138862802 StMZ)IV. & LOT: SILVERADO LOT #21 BLK. #16 PROJECT 03719.0011-21161 MODEL• 23 - GARAGE SWING: RIGHT PAGE: COVER SHEET 150 MPH E . B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 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 HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3- O" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORT'S i. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 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'/:INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) 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 ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF 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-Cl063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEIUNGS 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 AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C N I T I C T 8 Gabe n. 441 N. RONALD REAGAN BLVE LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdmigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586-2628 64 FAX: 813-SM2802 SU13DIV de MO SILVERADO LOT #21 BLK. #16 PROJECT# 03719.001-21161 MODET- 2368- GARAGE STUNG: RIGHT PAGE: GENERAL NOTES 150 MPHA. B NICHE TEMP. GLASS 'O FLR W/ 24' TEMP. GL& DR 42' KNEE - WALL 48'-0' 9'-8' I'-4 1'-10, 4'-4' I� /I 25-SH 25-SH 3b'XI2' FG 25-SH - 0 - - - - - - - - - - - - - -- -- ----- I N — LL1 COVERLANAED r PAN � I I T-4' CLG BEDROOM BEDROOM 4 1 3 9'-4' CLG. 2,_e.1 A 9'-4'CLG. 1T-0' m 1 9 6 TRAY CLG ® > TO10'-0' I 4'- I I 908e SGD. = , . I L- - - - - - -- -- I 'j L----- N V I 3'-6' l'-4- ® 9 I I T-44- CL I I a I 24'-1' I I 10'-l' BAT I I GREAT I 0 '- CLGv UU 3 2 _0, ROOM _ v I III---, I I li)C TRAY at.'^ . TO I0'-01 I I I` - •. W D MELVE � II �e'`" IIIIL •I A N KIT-ar8C --AT-•I-•C-I ----M1 --2'-4jII JIII T-Va& ISH 6-'-4-' - - - - - V-0- 2'-4' T. 'H-6E'i '--0 ' @ DINING' b ROOM2 NiIII PAiIII - 9.4'W G9-Far. . 2 � �i1iyt1i 5SH •i Lo -0' m ID4 I y I OF 54'X22'BOT ATTIC MT) j WHr-----1 PRE- oV NOR • L-----J ACCESS PLUMB p2XIV 0 I I L.T.�'DAM 2 14'-6' 5'-0' 1'-B' 1'-2' V-4' C-CL °� FOYER 9'-4'CLG.0GARAGE SH 3' 2''' mT-4' CLG. R.W/(2r [BE S5'-5 ' 8L.13'-4' 6 28'-4' ROOM 7 ro4' CLG ENTRY Tt'-8' CLG I.-ILLI VIE 5-514 25- H 16'-0' X l'-0 O.N. 8'-0' X l'-0' OJ4. EGRESS EGRESS 6'-4' I'-4' I6'-0'-8' 8'-0' 48'-0' FLOOR PLAN SCALE: 1/4' - I'-& FLOOR PLAN NOTES - ALL DIMENSIONS ARE FROM FACE OF T V BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OP WALL STUD UNO. - ALL NTEROR WALLS ARE 3 h' UNO. DRYER VENTED T ROUrA4 ROOF (VTR), NOT SCREENED. • AIR COMPRESSOR SET ON 44'X44' POURED CONC. PAD. PAD BEGINS 6' PROM EDGE OF STRUCTURE. - SEE SWEET ON FOR GENERAL AND STANDARD BUILDING NOTE& - ALL WABITABLE ROOI'18 TO NAVE AMC FAULT CIRCUIT INTERRUPTER - ALL FULL FEKd-IT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENN16 ARE SWEAR WALLS. SQ.FT. CALC.'S LIVING 2,312 60. FT. GARAGE (ELEVATION D) 538 80. FT. ENTRY 50 SO' FT. COVERED LANAI 201 50. 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 V-4' BRG. LESS THAN 13/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. RADIUS CORNERS, SEE PLAN BRACKET BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'Xb'X35-I/4' LOW WALL 21X6' STUDS • 161 o.C. W/ 1/2' DRYWALL SHIM AND SECURE COUNTER TOP 26 MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT MBAR REINFORCING KITCHEN C'Q4 BRACKETS AS BABE 3NECESSARY. CABINET m_ 3 ABAR DETAIL SCALE: NTS oo�aeGT AILD aADOND rNGfl LDAI1s BA9C YAD F)F'OBIIE FIIR 98E000D 01878 OFBGL408 OOIIAIE IOGE =10NGLIOMA FBWKB MID m FOOTAGE MIN. WINDOW 3 5 243/-325 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR MIN. CRITERIA S.C.D. MIN. 12 5 21.2/-263 CRITERIA ]bole O.W.D. 112 5 205/44.9 Dole O.H.D. 56 5 21.6/-21.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=1I, EXP.=B, MEAN ROOF HT. - 14'-B" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMMM DATE A E C N IT 19 T S 6 GrouoLn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 Www.abdmlgngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134Hr-2802 svaDm & L.OT: SILVERADO LOT #21 BLK. #16 PROJECT* 03719.001-21161 MODEL GARAGE S1/ING: RIGHT PAGE: FLOOR PLAN 150 MPH Qmfk 13 .JU PRINT 7/09/21 DATE: SCALE: SHEET Al ----------------------\ / WINDOW \ RAISED STUCCO SAND WINDOW RAISED STUCCO 5. BAND I "I' � `I• �' I I 5• I I I I I DETAIL R DETAIL I\ A SCALE: I'. I70' L SCALE: 1'• 1'-0' / \--------------------_/ — — — — — — — — — — — — — — — — — — — — — — — — — — / RAISED \ \ STUCCO BAND SIDE ENTRY SIDE LITE DOOR LITE I i I i I I ( DETAIL -- — — — — — — — — — — — — / 'DECORATIVE \ \ f ELEMENT I II' II' I I I I I I I I e I I = I I _ I i I I I I I I I DETAIL (\ D SCALE:('. I'-0' / / RAISED s \ STUCCO •1' l BAND g I F I GARAGE I DOOR I DETAIL E SCALE: 1'. 1'-0' I \ / 19'-S' R_ HGT. � FRONT ELEVATION-D TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103A STONE VENEER TO SE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION AREA OF ATTIC = 3164 SQ. FT. N ET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3164 /300 = 10.55 VENTILATION AREA X SQ.INCHES PER FT. )144) = 1518.72 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5X 1518.72 = 759.36 SO. IN. OFF RIDGE VENTILATION AREA = 115 SQ.IN. PER VENT 759.36 /115 TOTAL# O F V EN TS REQUIRED = 6.60313 TOTAL# O F VENTS PROVI DIED - 7 SQ.IN PER SOFFIT VENTILATION AREA = 11.736 LIN EAI FOOT 759,36 /11.736 ITOTALLINEALFTOF SOFFITVENTING REQUIRED = 64.7035 LINEALFTOF 'AREA 0 F ATTIC IS THE PER (MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)_ ------------- FOAM CAP I I I "3' I I I I I I STONE I VENEER I I I i0 I I I I I I o I I � I t I I I I I I I I I I I I I I I I I 0'-O' FIN. FLR I I I I I I I DETAIL (\ F SCALE. I•. I'-0' / A! C NIT ! CT 8 G EZDe lon OUSPO-n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigngroup.com AA #: 0003325 — IIIDRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813386-2802 SVBDIV. & LOT SILVERADO LOT #21 BLK. #16 PROJECT* 03719.001- 21161 MODET.a 2 6 -D GARAGE STIMG: RIGHT PAGE: FRONT & REAR ELEVATIONS :: D„ 150 MPH E B m PRINT 7/09/21 DATE: SCALJB: 1/4"=1'-0" SHEET A2D SHINGLE ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT HGT. 9'-4- ESRG. Ir NOT. TEXTURED 9 FINISH 0 2'-0' ip q1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� LEFT ELEVATION-D SHINGLE ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 0'-0' FIN. FLR 9-43.$--- -- HGT. m. FOAM CAP TEXTURED STONE TEXTURED B FINISH VENEER FINISH i0 0 s RIGHT ELEVATION—D A B O N I T 16 T I 6 GrouoLn. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.wm AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5436 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813 . 2802 9U13DIV. de MT SILVERADO LOT #21 BLK. #16 PROJECT 03719.001-21161 MODEL.• 2366- GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS ,. D,. %150 MPH MR. B ELECTRICAL LEGEND DESCRIPTION DARD SWITCH Y SWITCH Y SWITCH ER SWITCH BUTTON J ON4ECT MOSTAT LE RECEPTACLE (125V/20-AMP EPOLE) DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 40: EXTERIOR WATEM ROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 1OV QUADPLEX RECEPTACLE ®JOINTED) IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE :ONNECTOR) OICATED RECEPTACLE L MOUNTED LIGHT (LING MOUNTED LIGHT ANLIGHT L000 LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ. FTJ BULD LIGHT FIXTURE �4B BULB LIGHT FIXTURE 8B� BULB LIGHT FIXTURE 'TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN �� ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) xrL O GES6 LIGHT • CESS LIGHT (VAPOR PROOF) ILMG MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY &CATION) t0 -BOX (WALL MOUNTED) CEILING MOUNTED) MOUNTED FAN CI CFM PER 8OL FT.) ACKETECTOR (WALL MOUNTED) IF(DZ ETECTOR (CEILING MOUNTED) )T • LOCATION OF TV J t PHONE &U L i t TO DE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Nth EDITION (2020) 4 NEC 210.12 2011 • 220MMPITAP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI50T3 POOR Nth EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PBCR Nth ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTRJC MUST BE ENERGY EFFICIENT TYPE PER FDL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) mi. Nth EDITION M404J -------------- BEDROOM I 1 I I I I I FOR CLG FAN I I L _ _ — _ .I — — J /BATH 1 t I r�� � \ I I I BEDROOM � I � I I I a I PRE -WIRE \ FOR \ GLG FAN \ I SD HB \ Sio / _N/ BATH 2 \ =g PRE -WIRE FOR CLG FAN r =�\ I / \ I I� D/1 UP, I L--J [al I 1�IS PRFIRE OR / CLG FAN I I I \ I \ GFIGp 0 T" 0 i1 DICO I / I I / I I i I I / I I � I I / I I I I � GREAT ROOM JUNCTION. BOX TINDER / \ COUNTER FOR PRE -WIRE \ I DIU. FOR \ CLG FAN \\ Ot I I \ I I I . \\ CL 1 \- Q 1 1 _ 1 DINING 11 ROOM / 1 OPT. DINING j 1 FIXTURE I — I 1 SD/CO / m I I u I I FOYER \ r I I WIP 1 \ HoGFI ENTRY,RZ I p / PRE -WIRE / FOR / CLG FAN I 1 KITCHEN CFI* CFI• 44'AFFr Y-( 44'AFF. �JJ 44'AFF. \ a PRE \ LIGHT t PLUMB 1 SWITCH IN L.T. ATTIC 1 ACCESS I ------------ � 1 GFI CLG.8 GFI CLG.6 OUTLET GARAGE OUTLET ) OUTLET FOR IRRIGATION TIMER ELEC. FOR HOOD/ MICRO A5V. ------- I it I I I I t I I i I t I LED LIGHTING LED LIGHTING LED LIGHTING ® DOUBLE LAV. SINGLE LAV. C SINGLE LAV. BATH I BATH 2 BATH 3 PROVIDE 3 2/0 CU. I % CU GND 2" CCNOUTT OR PROVIDE 3 4/0 AL, 1 4 AL GND IN Y' CONDUIT. (CONDUIT TO TERINATE ABOVE SOFFIT • OVERHANG) 200 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION 200 AMP LL GENERAL NOTES, SERVICE I20R40 VOLT W' A ELECTRICAL MATERIALS AND INSTALLATIONS LL SHALL COMPLY WITH ELECTRICAL PROVISIONS OF M SWITCH AND CT I PHASE THE FBCR TTH EDITION ()020). LOCAL CODER, AND ELECTRIC PANEL ALL LOCAL POWER COMPANY REtGUIIlB•RNTB, METER IN NEMA B. ALL CONDUCTORS SHALL BE TYPE THHN/TFEN 200A/! 3R ENCLO&IRE W.ESS NOTED OTMERWSE. PRE -WIRE -- PRE -WIRE PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4'.1'-0' POWER COMPANY TRANSFORMER PROVIDE 200 AMP, 120/240 VOLT,.I PHASE --� SECONDARY ELECTRICAL SERVICE. PROVIDE 3 •2/0 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 4/0 ALUMINUM! (AL) IN 2" CIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC P COMPANY ROR TO BID. TELEPIIRIE CABLE SERVIC! CAVILS CN CNTRMICE SERVICE CQIIR'!Nf ENiR4110E E(i/IFMBIT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 4 Cu SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF FBCR ITH EDITIQJ l2t720) S/6" CIA X 8 FT LONG COPPER CLAD GRAND ROD A L C N I T L C T L GrouPOL�. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA#: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81"86.2628 FAX: 813586.2802 sUHDm ac LOT: SILVERADO LOT #21 BLK. #16 PROJECT* 03719.001-21161 MODEL: 3 8-D GARAGE BTf MG: RIGHT PAGE: ELECTRICAL PLAN 150 YPH E . B DwAA E: 7/09/21 SCALE: SHEET E1 IUD\I 0 El r-------------I I I PAN i I I a LY.J ;' m I I I I O I I I I I I I I I L — J 2'VTR 2'VTR /I -Nj -------- . '-1-1 1/2' A > O 2'VTR �.11/2" 2' r' � 1a® TB LAV TUJ 2• 1' SHUJR Uk: 3. E. ----- i AV I LAv 3' 2'VTR r �xy' 7 F •t IF---, ❑ Tom/ U \SNU1R ILA 2' I U1CTCHEN 2� STINK Ul/ 3 3' �,I AUTO VENT ❑ 3. r� I 2' Z m Z 0 0 3' OPT. II o :o I I I I I I I I II3'L �111 I II CO 4' WASHER L 4' ;D El -- -'� NOTE: ALL PVC PLUMBED TRAPS TO 'P' ❑ - ARE TO BE TYPE. MAIN 'S' TYPE ARE FIROHIBITED. PLUMBING RISER 0 SCALE: NT8 W.lin --� L 'iOPi�. r 0 H - w�ej-- r J�O14B 0 ®I PRE- 0 0 � � TUB V v I I L _ - - - - J PLUMB L.T. 4' 3' II II'-10" O s FIB o 0 0 0 ••o PLUMBING PLAN SCALE: 1/4' . I'-m' A R C N I T! C T R 6 Grobsp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M 21,4 628 FAX: 813-88 268202 9U133DIV. & LOT SILVERADO LOT #21 BLK. #16 PROJECT 03719.00 -21161 MODEL - GARAGE SlrMCF: RIGHT PAGE: PLUMBING PLAN %150 MPH E . B HVAC NOTES 1. 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 ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. PM514 AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV, METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHMG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC TTH 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. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM t y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATOORN RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB 'BXI 1/4' SHT. MTL. SOWS 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 FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC, FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED OFLOOR SLAB CLEAN -OUT (TYP.) NEXT. GROUND CLEAN -OUT (T MECHANICAL PLAN SCALE, 1/4' • I'-0' r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdwigngroup.com AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 81.3886-2802 BVHDIV. de LOT SILVERADO LOT #21 BLK. #16 PROJECT 03719.00 -21161 MODICZ- 3 - GARAGE OWING: PAGE: MECHANICAL PLAN 150 MPH A B 2X4 TOP PLATE PLAN OARD 7 Z PRE-FAS TRUSS 1/2, CLG. B 112' DRYWALL -Z 1 • 1 SECURE ST. - PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS 024' O.C. SLAB *ARTITIONS SUPPORTING UALL HUNG PLUMBING :IXTURES AND WALL :ABINETS SHALL BE NOT .ESS THAN 2x4, WHERE SPACED NOT MORE rHAN 16' O.C. OR, NOT -ESS THAN 2x6, WHERE SPACED NOT MORE rHAN 24' O.C. 2)TYP. INT. WALL (NON-BRG.) SCALE: 3/4'-P-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER-m. ELEVATIONS TYP. ON. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-m' FIN. FLR 4. 5/8' GYPSUM B< OR 1/2, HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (D- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS %PIPE THROUGH BOND BEAM SCALE: 3/4' -1' -0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU VY GYP. WL. BD. - WOOD BASE — (i�W/ WINDOW OPENING J, 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 Ni_ 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 16095.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'•I'-o• 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 D486S TYPE III OR TYPE IV UNDERLAYMENT. . cru aALV. !T!!L w• aTr. u�. eD. TRACK drsa¢Te ►MTtallD TO WuoD OAR! WOOD JAI'! P/R PbROV OALY. &TIAL 6AD DOOR APPROVAL ca TRACK I• T MY OTT x oTHeRa 6Y MAP. my MAP. I DE 'TRACK DORACIOTO �IR0019 Qv PRODUCT AP PWC AL RCa 2B GAS LINE THRU BLACK I 3 GARAGE DOOR JAMBS SCALE: 1 1/2'- 1'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. AS PER FBCR 905.1.1. • EA END ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER 2x BLOCKING BETWEEN TRUSSES SHEET SNI. SHEET SNI. SECURED PER PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX �PRE-ENG WD• TRUSS Ax. 2x FASCIA PER ELEVATIONS O. ELEVATIONS PER ELEVATION VENTED SOFFIT VENTED SOFFIT Ir WALL SHEATHING CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS THICKNESS AS PER WALL SHEATHING SEE ENERGY CODE FORMS FOR SHEET SNI. SECURE PER THICKNESS AS PER FASTENER SCHEDULE INSULATION SHEET SNI. SECURE PER ON SHEET 8ELEVATION PER ELEVATIOIO N FASTENER SCHEDULE - PRE-ENG. GABLE TRUSS 5/8, GYPSUM BOARD OR 1/2' ON SHEET SNI, WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS fERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT e' cm PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLR _ 0'-0' FIN. FLR 8• Cl ROOF SHEATHING THICKNESS IS ENGINEERED PER ASGE 1-16 IN ACCORDANCE WITH FBCR 2020 'ITH EDITION, SECTION R301.13 AND 160SB.1. n W/ WINDOW OPENING n TYP. WALL SECTION n ., NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF \� SCALE: 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 NTH EDITION IS "4 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. A I C N I T E C T I 6 Grousoi n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdmigngroup.mm AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81"86-2628 Illo FAX: 813-886-2802 mm 9ul3mv. 8e L°OT SILVERADO LOT #21 BLK. #16 PROJECT 03719.00 -21161 II[ODEL- GARAGE FINING: RIGHT PAGE: DETAILS 150 MPH E B TQft 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U N' X V J-BOLT W/ 4' MR EMBEDMENT UY 2' X 2' X V8' WASHER 4 NUT OR W/ (2) 1/2' X W ANCHOR BOLTS X i%8 WAOMHR & NUT 0 0 SECURE 2x4 TO BLK UV 0 1/4' TAPCONS 1 1/2' EMBED, 8' Or, 4- END DIST, I V2' EDGE DIST, o lNGK� 2X6 GARAGE DOOR BUGC SECURED o U!/ 161N' X S' J-DOLT OR ANCHOR BOLTS, UI/ 4' MIN. EMBEDMENT, W/ 2' X 2' X VD' WASHER 4 NUT. (1)WITHIN 8' OF TOP, (1) WITHIN 8' OF THE DTI, O" (3)EVENLY SPACED. 0 O O NOTES. ALL ANCFIORB SHALL BE IN ACCORDANCE TO MAN)FACTURER'S INSTALLATION INSTRUCTIONS WHERE IYJ.I AINATl TI�IA ARE M ATQW.ENT GARAGE DOOR (2)BUCK ATTACHMENT 4GLLG N.0., 2X4, M 2X4: ® 2X4, SECURE TO BLOCK INS SECURE TO BLOCK SECURE TO BLOCK INS 3A6' TAPCON6 (MIN. W/3/16' TAPCONB (MIN. 1/4' TAPCONO (MIN. 8WANK SIZE J46 MM. SWANK SIZE J49 MIN. SHAK SIZE J4B MR MEAD SIZE JIM HEAD SIZE 300 HEAD SIZE 300 MIN EMBEDMENT 1 1/4.) MIN. EMBEDMENT 1 1/49 MIN EMBEDMENT 1 1/49 WITHIN 8' OF EACH WITHIN W OF EACH WITHIN 8. OF EACH END 4 16' O.C. MAX END 4 IS' OL. MAX END 4 18' O.C. MAX 6PACINd. SPACING. SPACING. 2X6, ® 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK TAPCONS WK WK2) W*' 2) 3/16' TAPCONS UW2) 1/4' TAPCONS (MIN. (MR 814AW SIZE J45 (MIN. SHANK SIZE J46 SHANK SIZE J45 MIN. MIN. HEAD SIZE 300 MIN. MEAD SIZE 300 HEAD SIZE 300 MIN. e' CMII MM. EMBEDMENT 1 1/4') MR EMBEDMENT 1 1/4.) EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END D' GMU WITHIN 8. OF EACH END 1/2' DRYWALL 4 W O.C. MAX SPACING. 4 IV O.C. MAX SPACING. ( IS' O.G. MAX SPACING. 8' CCU 1.4 P.T. OR S/4'X4' MIN. 1/2• DRYWALL 1/2' DRYWALL 1/2' DRYWALL SECURE THRU PRAPME I'X4• 2XS, 1=12X8, ® 2X& 1=1ET EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' BLOCK W/ 3/16' W/(2) 3/16' TAPCONS, P.T. NAILER WK2) 3/4r' TAPCONS P.T. NAILER W/(2) 1/4' TAPCONS P.T. NAILER TAPCONB DOOR CASING MM. SHANK SIZE .M15 T/16' OAD. X 4'MIN. (MIN. 6HAJC 617E .145 pppR GABN•Ys (MIN. SWANK SIZE .145 (MIN. SHANK 817E .14E MR HEAD SIZE 300 MIN. MEAD SIZE 300 MR. HEAD 61ZE 300 IAA O.Sa X 4' MIN. MM. HEAD SIZE I MOIL EMBEDMENT 1 114') DOOR CASING MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1-114' WITHIN 8' OF EACH END WITHIN 8' OP EACH END WITHIN 8' OF EACH END DOOR CABMG WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 18. OG, MAX 4 W O.C. MAX 4 10' O.C. MAX 4 18' O.C. MAX SPACING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" K TO BLOCK +3/4" OR +5/4` 2X4, SECURE TO BLOCK W/ 3/16' TAPGONB ?MIN. 814ANK SIZE .149 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 IV O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE Job MIN. HEAD SIZE 300 MUM. EMBEDMENT 1 1,149 8. cm WITHIN 8' OF EACI END 4 10' O.G. MAX SPACING. 1/2' DRYWALL 2X& 1=1 SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MR SWANK SIZE .146 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 B' OL. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, 6HM AS NEEDED TO PLUMB JAB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +1 1/2" BJr1WDYDOW TO BLOCK +1 1/2" l�� NOTE: SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V4.) DOOR JAMB TO BLOCK +1 15/16" (,,,WINDOW TO BLOCK +1 15/18" 2x4, I>m SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK 61ZE .14b MIN. HEAD SIZE -%W MIN EMBEDMENT 1 1/41) WITHIN 0' OP EACH END 4 18' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3,16' TAPC0NS SA6' TAPCCH MR 1-1/4' (MIN. SHANK 612E .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WT14N 8' OF EACH END 8' CMU 4 IS' Or- MAX 6PACMfa. 1,12' DRYWALL 2X& SECURE TO BLOCK I'X4' WK2) 3A6' TAPCONB P.T. NAILER (MIN. SWAN, SIZE J45 DOOR CASING MR HEAD 61ZE 300 MIN. EMBEDMENT I 1/49 WITHIN 8' OF EACI END 4 10' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" /1WINDDW TO BLOCK +2 L/4" NOTE, SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" E 2)44, SECURE TO BLOCK W/ 3A6' TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN 8' OP EACH END 4 IS' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 DECLINED SECURE TO BLOCK THROUGH NON-6TRUCTURAL WW2) 3/16' TAPCONS 3Ab' 7APCON MIN. 1.1/4' (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 8. OF EACH END S. CMWITHIN 4 I6' O.G. MAX 6PACMG. 112' DRYWALL 2X& 1=1 I•X4' ❑ 6ECURE TO BLOCK P.T. NAILER W/(2) 3AW TAPCGN6 DOOR CASING (MIN SHANK SIZE Jo MR HEAD SIZE JIM MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. NOTE, 6HM AS NEEDED TO PLUMB JA'15 (DO NOT EXCEED 1/4.) 2ND 7X SECURE TO STRUCTURAL MENDER WK2JOd WTNM e' OF EACH END 4 6' TO 8' OC. MAX DOOR JAMB OR WINDOW H ATTACTO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLOCK +3" /lslxnOa�O_ aTnriz +9^ NOTE: SHIM AS NEEDED TO PLlM15 JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/10" v WINDOW TO BLOCK +3 7/16" 2X4, SECURE TO BLOCK W/ 1/4' TAPCONS (MR SHANK SIZE J45 MIN. MEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. NOTE, STRUCTURAL 2X MOT BE 2X6, = ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGN NON-STRUCTURAL W/(2) 1/4' TAPCONB (MIN. 3A6' TAPCCN MIN. 1-1/4' SWANK SIZE J45 MIN. EMBEDMENT INTO BLOCK HEAD SIZE 39P0 MIN. EMBEDMENT 1 1/49 8, CM 8.F EACH END 4 b' orMAX SPACIWC 1/2' DRYWALL 2X8, ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) 1/4' TAPCONS I' P.T. X W MIN. (MIL SHANK SIZE J4b MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CA81NG WITHIN 8' OF EACH END 4 18' D.C. MAX SPACING DOOR JAMB OR UUNDOW ATTACH TO 2X PER MAN FACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3 3/4" /.'1WD�iDOW TO BLOCK +3 3/4" A N C N IT IC T S GroupOL r 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigngmup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 8134386.2802 Omm SU13DIV. ac LOT SILVERADO LOT #21 BLK, #16 PROJECT# 03719.001-21161 MODEL' GARAGE 8TfMG: PACE: DETAILS 150 PH E PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 8/31/2021 10446.5 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS&DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-115 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S5.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395&2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENSCORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING- RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM �A WWW.FLORIDABUILDING.ORG CONTROL DATE: OS/05/2021 A I C N I T I C T 8 Elgn 1441 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdealgngroup.00m L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134HW6 2628 FAX: 813-886-2802 sU13DIV. & LOT SILVERADO LOT #21 BLK. #16 PROJECT/{) 03719,001-21161 MODEL- 2 - GAJIiAGE BT/IIJG: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH E PREFOR'ED CONTROL JOINT- FLANGE OF CONTROL JOINTS Td DE WIRED TIED TO LATH , 9' O.O. MAX (VERT.). NOTE.,. DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ W LEG MAY ISE USED SECCONTROL JOINT SECURE DURING INSTALLATION —� FASTENERS TO BE SPACED , i' O.C. MAX VERTICALLY k THICK 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIFIDER BUILDING PAPER APPROVED METAL LATH FASTENED ,T (VERTJ O.C. MAX AT SUPPORTS LLRS LAYER 9, STUCCO WRAP WOOD SHEATHING LATH SMALL BE CONTINUOUS TWRCUGH JOINTS BUT BE STOPPED M TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI04+9 PLACED FLAT MAX 6' TO S' FROM CONTROL JOINT WL$N CONTROL JOINT FALLS ON FASTENERS, FOR LATH TO BE NAILS OR— STRUCTURAL STUDSTAPLES IN COMPLIANCE W/ ASTM CI"3 r 2. WIRE TIES TO BE (NO. IS) 00416' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT OLIV'LD N.YRD•PT.A ®r,oLD OL TOLD NYYI4D R.A 2. cR1IAea • Pr. a L CRILAOE • PT. C OL FOLD N.HIp . Pr, a a. CIVAea . Pr. s FOLD • 4Y ® LMOLD—.-A 2. CIlAAE • Pr.. a Crs44E . PT. C 4 FOLD Pr. C OVLR PR. . T Pr. C ToLk�m 70TCM FL.)nE 0 Uw7TaT 1Ld1pC gN1ER TRNf SAL. FCLD. DQ ew CST. J' THICK 3 COAT CEMENT MASTER (RW7). N' 2 COAT ,Me, PL.Ae1ER (aw F.ECIA .RAP ER (FRS. OILY) APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF •' , VERTICAL LAPS (ROLL ENDS) 4 •• HORIZONTAL LAPS. ALL SEMIS NEED TO DE TAPED WITH FORTICER SHEATHING TAPE / r MN LM . rc*a.L Lwix \ LATH VERTICAL LAP TO 17E I' — . METAL LATH 77:��UIRD LAYER'), I STUCCO WRAP ' MN P LAP NI Y / I BARD LAYER 4, FORTIFIBER/ -BUILDING PAPER I LAE 2 SCALE,IVY.P-0' VERTICAL LATH & PAPER DETAIL WOOD NOTE, BNEATI SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO BUILDII FRAMING MEMBERS. PAPEF THEY SMALL BE TIED BETWEEN SUPPORTS WITH 00410-IN. (121-FM) STUCC( WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM CI083. ® KIC KO UTI Nam. FOR EPAIR OF TEARS IN WRIDB LAYERS, TEAMS DETAIL MAY Be PATCHED U44OLISE WRAP TAPE PER MANF. OPEC. OR PEEL 4 STICK (Flum QLY) MI-P ~ NAIL STOP EORO HALL FLAGWNS :-BUT PLAWNO(WE .L ?• PLA41HI1471 AT EOT1Q'I Q ROQ . uLALL NIRIEECfICM Cilia REQUIRED TO SECURE PIPE/ WIRE TO FRAMING WIND LAYER'L STUCCO WRAP WIS LAYER -2, FORTIPIBER B UILONG PAPER METAL LATH 6'xi' SELF-ADMERMG MEMBRANE FLAMING OVER 4'x4' SELF -ADHERING I'EMORAM FLASHING OVER APPROVED 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PLAEMIW, iO EXTEND ONTO PIPE i' THICK 3 COAT CEMENT PLASTER W CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR METAL LATH '. IFPILTRATION CARRIER OVER SHEATHING WPM LAYER 4, FORTPIBER BUILDING PAPER ELASTOMERIC COATING OVER STUCCO/ WRC LAYER'), C.V. FINISH (BEE TIT WALL SECTION) STUCCO WRAP SHEATHING SECTION PER S TI Er4erE,YINru .d pomo kls Exterior use of ih ft d oembo plaster .hall mmpy vnn, the a C M-1n quirement. or ASTM C 928-1 Sb. Installation of extenor lathing and fremfng .hell mmply Wth ASTM C 1063-19a. or ASTM 1787. I,•; r1kel UD -a. o, I1 4'x4'SELF-ADHERING MEMBRANE APPROVED HOUSE WRAP.FLASHING (COMPATIBLE W/ NOUSE� WRAP MATERIAL) OVER 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF— SELF -ADHERING MEMBRANE FLASHING STEP 01 WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) -LAP WIRE, 4 TAPE OVER ROOFN)ALL SCREED 5'X5' '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 O"L" FLASHING N.T.S. IPE 1' S 4• WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASF1MCe TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP #2 PLASHING NETRATION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '111611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703.11 / ASTM C-&4-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A N C N IT N C T S Gro�uO�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 WwW.abdesigngroupxom AA #: 0003325 DRAFTING A.B. DESIGN GROUP DRAFTING INC. [5439 BEAUMONT CENTER BLYD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813386-2628 FAX: 813-886-2802 SVHDI\T. a. LOT: SILVERADO LOT #21 BLK. #16 P1i 'TT/ 03719.001-21161 MODEL' 23 — GARAGE SKIING: RTGHT PAGE: WALL ASSEMBLY DETAI 150 MPH B 2 DSCLWW ATE: 7/09/21 SCALE: SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE= XI I. BOTTOM. 2. SIDE& 3. TOP VENT CAP IS TO BE SET IN BED I - OF SEALANT AT TOP AND ` SIDES ONLY. SEALANT IS TO BE ' TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. ' x E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS . , APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.4' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Ederlor Iathlna and plastednp Exterior use of Portland cement plaster BACKER ROD shall comply with the application I.X requirements of ASTM C 926-18b. 1_ k Installation of exterior lathing and framing 1` shall comply with ASTM C 1063-19a, ASTM 1717! WRB LAYER h, STUCCO WRAP ; HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYE'11' STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER UlDOD CONBTUGTION -METAL LATH a' Q pl VINYL CASING BEAD 6' RAISED BAND VK' TO )<jV MID -WALL D 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING FINISH 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP t SIDES SELF I I I I �,— WOOD SHEATHING FLASHING I I] "_SWTI5 LA WRA01, P UNIT PREMANUF. DRYER VENT CAP (SET IN I I I� BUIBLDLAYER *2, FO ING PAPER RTIFIBER CONT. SEALANT) q FFF SEALANT • TOP 4 SIDES -��THICK, 3 COAT CEMENT _ _ F)B DRYER VENT (BLOCK) -WEEP s REEDwALL WOOD CONSTRUCTION 6SELF-ADHESIVE FLASHING a cMu BUILDING PAPER OVER 'QUICK WOOD FRAMED FLASH' f — — WALL HORIZONTAL WEEP SCREED ' PIPE THROUGH WALL (FRAME TO FRAME) 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.TA CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING ELEC. METER FIELD n STONE VENEER VERIFY LOCATION ELEC. METER FIELD HpUPEWRAP OVER SCRATCH COAT VERIFY LOCATION BELOW HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) UJRB LAYER e2 (FORTIRBEIR — — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / ASTM C-64-1-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT CUT SUCH THAT NO MEMBRANE PRIOR TO INSTALLING ELEC. BBOOx 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 AREA TO RECEIVE — STUCCO SCRATCH COAT APPLY E-Z BEAD 4 1 COAT OF PAINT W/BACK- OVER 60 MIN ROLL PRIOR TO GRADE 'D' ELEC. METER INSTALLATION FELT -PROVIDE PROVIDE STUCCO SCRATCH SEALANT AT ALL COAT LARGER THAN THE ELEC. JOINTS AND METER CAN OR METER CAN INTERSECTIONS COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING UIRB LAYER "I, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH -1/8' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.:. MAX .16' TO A' MID -WALL :eoo areean �V ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYIN ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING ��� MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP #1 STEP *2 ELASTO'9ERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5� STEP #(o nELECTRICAL RECEPTACLE A It C N IT I C T 5 Grou Ign 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesipgroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 1114 FAX: 813-886.2802 StJHDIV. Ae I.OT: SILVERADO LOT #21 BLK. #16 PROJECT 03719.001-21161 MODEL& 2 68- GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH B WOOD SHEATHNG WRB LAYER h, STUCCO WRAP WOOD UPS LAYER a2, FORTIFIBER CONSTRUCTIONI-TO BUILDNG PAPER V HAT CHANNELa' THICK, 3 COAT CEMENT TYPE 'X' DRYWALLPLASTER 6' SAF. • TOP OF DEEP SCREED SHEATHING BEHIND WEEP SCREED WOOD SHEATHING LAYER "I, J / STUCCO STUCCO U1RAP f - i' THICK, 3 COAT CEMENT �\ PLASTER166-11PUIC-180 CUSTOM CASING, BFAD _ ` 6' SELF-ADHEREING ' 1 FLASHING WRAPPED 1 •TOP OF DEEP SCREED TO SHEATHNG BELOW 51- WRB LAYER M, STUCCO WRAP 1'. � i 1 WRB LAYER n, FORTIFIBER BUILDING PAPER -71L--6' SELF-ADHEREING WRB LAYER �, /FLASNWNG WRAPPED STUCCO WRAP • C0WER OF CANTILEVER 71�/2 4'POSITIVE ORAN AMICO AM&6-UFWC-T80 CUSTOM CASINGBEAD — --- NO GAP FOR N FIELD (SFIOUN CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL.0 CANT. SCALE: 1 1/2'-1'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / A5TM C-8471-14a, MIN, 2.5 L55. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE7CASIWBEAD W/TEXTURE FINISH i' THICK, 3 PLASTER VINYL VINYL 0L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER '1 -WEATHER RESISTIVE BARRIER -1 J'THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER 4 I' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEAOER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - SARRIER 9 WEATHER RESISTIVE - BARRIER 4 J' T14 R3 COAT CEMENT PLAMETAL LATH WOOD SHEATHING 4— NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE86ORIES ONLY) I Yi GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT — CRY WALL II � 3 COAT CEMENT THICK VINYL CASING BEAD VINYL CORNER BEAD PROOFING lot- CAesIG BEAD -VINYLLAYER LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 4 STICK) METAL DRIP EDGE SET IN FULL BED OF 6' PEEL 4 SEALANT. MN STICK •DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK �I Yi GAP FOR BACKER I VXI i♦' P.T. OR SIMULATED I ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CABINCa BEAD WATER PROOFING lot 1 WEAT14ER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SLID FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE " SET IN ROLL BED OF I NXI IYs' P.T. OR SIMULATE SEALANT. N MN WOOD (TREX) FILLER SPACE FROM DRIP CCNTIW OJ" FACE TO TREX Yi GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CH CANTILEVER A' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/S' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED i WEATHER RESISTIVE FINISH BARRIER h WEATHER RESISTIVE i' THICK 3 COAT CEMENT BARRIER 4 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN w9ge W.SUn VINYL CASNCa BEAD NO GAP M FIELD (6HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION G 7LUMN SHEATHING FATHER RESISTIVE ARRIER •1 -Al)4ER RESISTIVE ARRIER 4 SAP. \ -EEL 4 STICK I )f)'x3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT. Ji' MN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER N UEATHER RESISTIVE BARRIER •2 EXTERIOR COLUMN COLUMN SHEATHING \PEEL 4 STICK = US FLOOR I )VXI J' P.T. OR SIMULU WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. — MODIFIED 90 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL Ul/TEXTURED 4 PAINTED FINISH i' THICK• 3 COAT CEMENT PLASTER / 6' SAP LEGEND I)Iz'x3''L'FLASHING DRAINAGE PLANE (WRB FULLY EMBEDDED IN ROOF CEMENT LAYER »I, STUCCO WRAP) I V X 3' 26 GA. GALv. ME tAL DRIP EDGEE WRB LAYER 02 (FORTIFIBER - -�- SET N FULL BED OF - SEALANT,)PMN BUILDING PAPER) SPACE FROM DRIP rFACETOATREX D METAL LATH x-x-x-x WATER PROOFING I6t LAYER LAYER PEEL 4 (WRAPPED STICK) FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR �/lro' ZIP WALL i' THICK, 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINTL GOIBVER DEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING) SCALE: NT9 WOOD SHEATHING 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 V2' f�E�GEA2 FASTENED TO SHEATHING • 9' OZ. MAX. C 'S,: U1RB LAYER R, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 4, FOWIP15ER BUILDING PAPER SPBNER BEAD ® FRAME 2 112 ° COINER BEAD (FASTENER 4 SPACING B l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WRB LAYER M, STUCCO WRAP WRB LAYER 112, FORTIFISER BUILDING PAPER-----,, METAL LATH J' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING — FLASHING WINDOW FLANGE WRB LAYI BUILDING METAL L4 J' THICK PLASTER &'SELF-: FLASHINt DRIP C, WINDOW . 15B CASING BEAD ® WINDOW (FRAME, NO BAND) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER #2, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT 'VIEW FOR PLASTER CLARITY) A N C N6 IT ! C T i Gr upOL�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 W w W.abdesl8ngroupxom AA #: 0003325 04 LDRAFTING BY: TAMPA, DESIGN GROUP RAFTING INC. UMONT CENTER BLVD. SUITE 1004 FLORIDA 33634: 813386.2628X: 813-886-2802 MI SUDDIV. Ae LOT SILVERADO LOT #21 BLK. #16 PROJECT 03719.601-21161 MODEL' 2 68- GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 H E B PRINT DATE: 7/09/21 SCALE: 1/4"=1'-O" SHEET WA3 WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER R, FORTIFIBER BUILDING PAPER — METAL LATH i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER "I, STUCCO WRAP kWRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH --(EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE ' CASING BEAD Ca? WINDOW 15C (FRAME, W/BAND) WOOD SHEA METAL LATH Yi GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM ® STUCCO TO SIDING TRANSITION SIDING `.5 STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP \— CASING BEAD &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SWEAT14MG WEATHER RESISTIVE BARRIER R / \ WEATBARRHER RESISTIVE I \\ / N. x� AL BIDING UD6 / I FLASHING0. HERMG FLASHING DNE1¢'"G a s � i WEATHER RESISTIVE / STARTER STRIP \ \� \\ ER LLEATHER RESISTIVE - - BARRIER OR \ _ FLASHINGHERING GALV'D METAL GALV'D METAL Y' PLASHING 'Z' PLASHING �Y-•v �t \ \ \ ITRIM MEMBER \ \ / GAPDC�ORAPPROVEET eeGlNra SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) � CO LAYER, WOOD SHEATHING WRB LAYER 92, FORTIFIBER WOOD TRUCrI04 OND BUILDING PAPER i WRB LAYER "I, ua000 SHEATHING / UIEATHER REaIarIVE N / A THICK 3 COAT CEMENT I STUCCO WRAP BAIMER PLASTER '. BIER RESISTIVE WRB LAYER l'2, FORTIF15ER u XREEAAL'�°I°'"G i'� jIL BUILDING PAPER I� VINYL ANGLED 6' I00ASHING CASING BEAD METAL LATH VINYL CASING BEAD i STARTERSTRIP 9' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) GALw Mara FIN u IUYX TCM SCR OF (U%, PLEXIBLE PVC / BACKER ROD) \ CASING BEAD ® RAISED R �'°°"�R"G \ 1,7A���A (FRAME) T ' �R \�\ WEATHER RESISTIVE i'-0'BARRIER WEATHER RESISTIVE BARRIER 7 e' SELF -ADHERING PLASHING WEATHER RESISTIVE \ BARRIER -1 TO LAP W MIN. ABOVE TOP OF W PLASHING �-IUEATHER RESISTIVE BARRIER -1 �— WEATHER RESISTIVE / BARRIER 4 O' SIMAJLATED TRIM MEMBER UEATI ER RESISTIVE BARRIER (Wt%' PLEXIBLE PVC BACKER ROD) SIDING TO STUCCO `WEEAERRESISTIVE ISAM® FRAME TO FRAME 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — - -------------------------------------------------------------------------------------- J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH a WINDOW FRAME f WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING 0111W FLEXIBLE PVC BACKER ROD) WRB LAYER fl, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME Y4' GAP TYP CASING BEAD TO WINDOW J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER :z APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP - EZ BEAD WINDOW CASING1 ARCNITICTS Eo 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813'886.2628 FAX: 813-886-2802 F� SUHDIV. &c LOT- SILVERADO LOT #21 BLK. #16 PROJECT 03719.001-21161 MODEL 2 8- GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS v.150 XPif EXFkB A',6'AND iP PROPERLY CARE SHOULD BE PEKES IN KEEPING THE 0. HAIL PLACE ALIGNED. VENTPIPE ISACH SEALED INER, 6HDAN IN /' GALVANIZED USING 1.114' NAILS AT EACH CORNER. ROOFING ROOFING AR THE 6UTER 6EAPPLIEDTOALL SHINGLE EDGES NEAR THE CUTOUT THE GOO6ENECKVENT ROCATH OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS NDECTION N6ES. NEAn1ER COASTAL GINACOORDANCTHE SHEATHIHO 612E MEOPENT IN ACCORDANCE MTH THE CONSTRRECOMM CONSTRUCTIONZONES. CHART INTHEEVENTAMECHANICALVE IS SIZE THE MATH VATH USED, AN THEVENT OPENING NG C CONNECTION VENT FAN MANUFACTURE'S PIPING CdNNECTION INS UCTIONS. OP NOT CUT INTO TRUSSES OR RAFTERS YUHEN CUTTING THE OPENING IN THE ROOF, FITTING RINTERFERING SHINGLE NAL3 AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF —THING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLEIA VENTFIANGEB TO LAY ON TH TOP THE SHINGLES. TOP OF THE SHINGLES. IF ROOF HOOD VENT DETAIL SCALE,NTS OUT Hg1B@URAP AT 45' ANGLE I� MODIFIED 'I' CUT N NOUOEURAP LDrumm OF U APPROVED HOUSEURAP OVER MEAT'HNG OVER UD STUD WALL STEP 1 NAILMG RANGE AT JA706 EXTEND FLAMING MIN V SELOIU GILL FLEXIBLE FLA81N41C+ DO NOT SEAL BOTTOM FN STEP 6 TEMPO,11" 4 ( FOLD -UP SEC WOLSIBIRAP (C TUCK IJU<S Il MADADAPNC FOLD HOLMM IN AT JAMBS 1 SLOPE SILL R INSTALL 6' SELF-ADHERM FLASHM OVER VINYL HEAD IL/bNNG (WTH ETC DAMS) NAILING PL ANW 6ELF-A PLASWI S, V MIN G BEYOND I' M B BEYOND JAMB NSTA L VINYL DRIP CAP MOLDED AROUND SAGE OF PIPE AND OVER FLANGE AL04 PLAIGH W) MT. EDGE OF SILL R.C. MECHANIC -ALLY FASTEN PALED EDWS,(CAP NAILS, STAPLES) INSTALL DUPONT PLRX~ AS TH R.ASHING AT THE POLD HOUSIUEEAP DOIN A TAPE DIAGONAL OJT 1 ACROSS HEAD OP UIMDON PLUMBING VENT DETAILS SCALE,NTS UO°LY 46, XMINUOY F SEALAN AMBS ANC IPPLY TO ISCOW NA LANCE IN IRE-FINO IOLES OR MSTALL 6'UPS ADHESIVE - BACTQD FLEXIBLE PLAMIMG MATERIAL OVER DRIP CAP JOINT (PROTECTO-IIRAP ST-GDXL a EQUIV) STEP 7 1411";o STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 MEMBRANE IAER ISIG OVER JOINT W MDE VALLEY FLASHING 6M OR HEAVIER FELT UNDERLAYMENT ASPHALT ROOFING CEMENT XTRA FA6TNER6 IN END OF SHINGLE XTEND END SHINGLE AT LEAST 12- BEYOND VALLEY CENTERUNE 'CLIPPEDO", _ CORNER AT 45=EGREES <SHNGLES TRIMMED Y SACK FROM VALLEY CENTERUNE I.I. ITHE CONTACTORS RE8PON81DILTT TO VERIFY ROOF VALLEY DETAIL 1}E COMPATIGLITY OF ALL PRODUCTS MCLUD NG THE C40RAP. WILITY OF A L PRODUCT SIG SCALE, NT8 FLASHING MATERIALS USED DURM6 CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MAM PACTURERS LLRITTEN SPECIFICATIONS U79"At SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW 1199 FOLLOUNNG COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL IBE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 061 HPU (O EQUAL,) SEALANT FLUID APPLIED PLASNMG(LANICO UNITE -SEAL RC-84 OR EQUAL). SLOPE 81LL TO EX L IT 18 THE CONTACTORS, RESPCNSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDEIG SEALANTS / SELF -ADHERING PLASHING MATERIALS USED DUREG CQISTRICTIOIL i. PLASHING AT EXTERIOR UANDOIID AND DOOR OPENMGB SHALL EE INSTALLED IN ACCORDANCE WITH MANlACTURER-8 INSTALLATION MBTRCTIONB AND APPROVED METHOD U OF FBC R103A U IN ACCORDANCE WTH FENESTRATION MANUFACTURER`& INSTALLATION AND FLASHING INSTRUCTIONS. UISR1RYg SEALANTS MAY REACT ADVERSELY IF NOT OOMPATISLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS A III C B IT E C T I E 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abd"lgngmup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813586-2802 suODIV. & LOT. SILVERADO LOT #21 BLK- #16 PROJECT# 03719.001-21161 MODEL' 2 68— GARAGE OWING: PAGE: WALL ASSEMBLY DETAILS 150 PH E . B PRINT -FIBRIN17/09/21 awTE: _ SCALE: 1/4'•=1'-0•, SHEET WA5 I I 1 I I I 1 \ \ --------------------------------- -----: J ' 2x6 SUB-BANb / W/I'x4' NOTCH m - - - -- - END, WRAPPED IN METAL FASCIA WRAP PEEL 4 STICK DRIP EDGE -- j I\\ I 3' a 1/8' TEXTURED I \ FINISH m WOOD I \\ 2x6 sue /8! .al 1/2' TEXTURED FINISH m CMU \ / \\ METAL FASCIA \ WRAP Ye' FROM \ STUCCO, 1' FROM \\ --------------------------- la WOOD WALL \ \ '—EXTERIOR WALL \ (FRAME OR CMU) \\\ \ �\ NOTE: NOTCH FOR 2X& SUB BAND ONLY ®ELEVATION ®PLAN ,4 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH j- \-WOOD SHEATHING OR CMU WM LAYER h, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) 1'1� [_� ROOFING CEMENT ©PLAN 8 —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) \ \ DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) DRIP EDGE METAL KICK OUT �1/8' TEXTURED FINISH m / WOOD, 1/2' TEXTURED FINISH m CMU SUB -BAND W/I'x4' NOTCH m 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 m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.G. MAX. 2x SUB -BAND W/V2'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C& WALL x � x x x 3 x x x x �4• x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i x x x x x x x x x x x x x x x x x x x x x x x x x x x x �x x x x x . x SUB BAND DETAIL (9) WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/h'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m 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. )'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY A III C N I T I C T I{ GroLs0l a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 go DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813866-2628 FAX: 813-886-2802 8 llu StMDM & L0 SILVERADO LOT #21 BLK. #16 PROJECT# 03719.001-21161 MODET- 23 8-D GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EA B dR'.r1" 15'-6" 15'4" 17'-2" 4'-6" 9'-8" 1'4" 5'-0" T-10" 4'4" 3,6„ " SLAB ------------- . ----- 3 ----------TE-1 1 FM-16X18 ------ r ----- FM-18X184" —"'--, CONC. SLAB�4" t3l PVC9'-2" 3' 1"CHASE-----3'-8" FM-16X18 L —TES EXTEND— ii I SLAB 1 1/2" f; c. I Q I I Iw � I -31/2 1 1 I 2�_5„ 1 j 10,_9,� r TE-2 11 11 �I I t� lil �I I ii i I I o n ii ii 1 i i i o I I I ii I }�0'-0"FIN.ELEV. li 1 I FIN. CONC. SLAB 1" PVC CHASE i� ilr 1.1 I FOR ELEC. I ISLAND I I lil i i j I I ti' I 1 ii I 1.1 i I I 34'-10" i 1 13'-2" I X 1/ 11 4 I I I 2'-8" 5'-6" -- ---_� I TE-1 r------------------------ +73 1121. EXTEND SLAB 1 1/2" iv I i I I O I ' I I I �I 5 I • I 20'4" 24,4„ 3�4„ I I I 2 EXTEND I °7 - 1.1 A-B 1- 1/-2B�ow" SLrIIIiI I i8X1B FEM_ b waN X�J IIIIIIII IIII( 4 „� 31/2" I t21 �mcgS 5.OTU0 a* 5 1 /2" 4 7.1FM- -- -5m-1 FM-16X1X L — — — — — 4 —---------FM-6X18 —14t -- 4 3,_2" 3'-10„ 8,4�� '4„ 8'4- 1.1 t6,-01� 1.1 1,-0„ B. 13'4" 28,4" 48'-0" 4 CONC. SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, DINDICATES #6 BAR,RINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH 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 WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 616 W1.-1.4 OVER GENERAL 3 1/2" 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 FW16W8 16' CONTINUOUS 16' - (2)#5's FMC-16x18 16" CONTINUOUS 16, - (2) 's #5 IN CURB VARIES F-24x24 24" 24' 17, (2) #5s (2) #5's (+)0"-o" TE-1 8" SEE PLAN 91 - (1) #5's TE-2 8" SEE PLAN 8" - (1) 's (1)#51N CURB FOUNDATION PLAN SCALE: 1/4" = V-0" A R C N IT I C T R Grobolm 441 N. RONALD RFAGAN BLVO LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .abdaslgngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813686-2802 mmmo"'m SVHDIV. de I.OT: SILVERADO LOT #21 BLK. #16 PROJECT 03719.00-21161 MODEL GARAGE SWING: PAGE: FOUNDATION PLAN %150 MPH FAB 30" MIN. EACH WAY MONOLITHIC FOOTING t Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED — - CELL SEE PLAN FOR SIZE AND < IL CELL SEE PLAN FOR SIZE AND W SPACING REQUIREMENTS SPACING REQUIREMENTS4 W Q ^ FM Z 8"CMU WALL O B"CMU WALL ° CORNER BARS, SAME SIZE AS LARGER BAR I O IN FOUNDATION WITH 30" LEG EACH +- 0'-0"�, TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS o° SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS I EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) EXT. PORCH -VARIES � SEE SLAB SCHEDULE TOP OF GARAGE I>I ° I� CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ ISOLATION a < 6" CHAMFER (2STORY) #3 19, SLAB W/ 1/7' ISOLATION I 4" CHAMFER (1-STORY) T 6" CHAMFER NT .. JOINT (WHERE APPLICABLE) z - #4 24' SEE SCHEDULE #5 30" JOINT (WHERE. l<�• (2-STORY) •' • EE SCHEDULE FOR WXD, BAR SIZE APPLICABLE) Z ° FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY„ N AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO r,_�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE:3/4"=1'-0" 2 GARAGE scALE.3/4"=r-a' CORNER BARS DETAIL @ 3 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49' 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 w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING uJ RECESS w WALL W/ SYP g � Co.No I 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ N W B^ S y NEW REINF. BAR 0_ SPACING. SINGLE BTM. PLATE 1/2'W' WEDGE ANCHOR W/ 7' TO BE PT. PROVIDE DBL. TOP W = O SECURED W/ 2- PART g WASHER SET IN HIGH STRENGTH u U W 2" CAPPED d I EPDXY. MIN, EMBED PLATE EPDXY 5-1/7' EMBED- MIN. @ 16" OC W GALVANIZED PIPE Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE Q FOLLOW ALL MANE. BTM AND TOP PLATE CURB FOR b U) 0: SPECIFICATIONS FOR to I G¢ USE AND S c0 ANCHORS W/ 10d x 1 ALL COMMON NAILS FILL ALL MASONRY UNITS SET F- � PREPARATION OF HOLES, DO NOT USE 10d W � 2"0^ AT ELEV: Z HOLE. x 3" SEE SLAB SCHEDULE 0-0' SECURE FLANGE TO J Q SLAB W/(4) 1/4" X 2 1/4" sp p -f + 0 0' TAPCONS O'QO TOP OF SLAB ° RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=1'-0' EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 6GALE: 3/4"=,'-a' W/UPLIFT 5 6 LAP TOP PLATE A MIN. OF 48" 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 V W MASONRY NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED NAIL 16" O/C STAGGERED. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND ADDITIONAL METAL SPACING REQUIREMENTS CONNECTORS NOT 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z REQUIRED WHEN NO UPLIFT IS PRESENT. WALL W/ SYP No 2 STUDS SEE w PLANS FOR SPACING. SINGLE Q ^ SLAB SCHEDULE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL d Q PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ADDITIONAL METAL 0: Q Lu ro [SEE TOP OF SLAB CONNECTORS NOT U ° REQUIRED WHEN NO (L UPLIFT IS PRESENT. O 8"CMU WALL ° bZ POURED LINTEL CONT. (TYR) 8" CMU FILLED CELL (TYP.) �?o'. a � � � TOP OF SLAB SEE SLAB SCHEDULE I• '.77SEE 2X WALL FRAMING +- 0'-0' SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" EQ. EQ. SEE SCHEDULE TOP OF SLAB ~' Z MINIMUM EMBEDMENT INTO FOR WxD, BAR SIZE "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND AND BAR QUANTITY CENTERED UNDER WALL AND L 16" O.C. VERTICALLY MAX POURED MONOLITH ICALLY WITH INTERIOR CURB FOUNDATION WOOD WALL FOUNDATION AND SLABSEE sCALE:3/4'=r-a'(NO UPLIFT) SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY VARIES 8' %INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO (NO UPLIFT 10 FOOTING AND COL. PAD �� BLOCK WALL CONNECTION SCALE. 3/4"=V-0" v C SCALE: 3/4"=T-0" SHOWER RECESS FOOTER I � SCALE: V=1'-0" A R C N 1 T E C T S EGroup 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdimigngrooup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134386-2802 BU13MV. & LOT- 14 SILVERADO LOT #21 BLK. #16 PROJECT 03719.001-21161 MODEL• 368- D GARAGE SVrMC;: RIGHT PAGE: DETAILS 150 MPH EXA B 14'-6" 10'-8" 4'-10" 13'-2" 6'-2" v is DOWEL PLAN SCALE: 1/4" = V-0" A N C N I T E C T I Ggn roup . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdmIgngmup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813$86-2628 likk FAX: 81341862802 �IIIINII� SUHDIV. & L.OT SILVERADO LOT #21 BLK. #16 PROJECT 03719.001-21161 MODEL. GARAGE SWING: RIGHT PAGE: DOWEL PLAN 150 MPH E B VERTICAL RE TO HORIZONTAL REBAR W/ 10" HOOK [/—TIE Z GROUTED BONDBEAM VARIES PER ELEV. Z i a 5 CLEAN OUT REQUIRED 0 FOR INSPECTION m c •� 0'-0 FIN. FLR. • TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z W #3 19, #4 24" U #5 301, #6 36" #7 47' HORIZONTAL/VERTICAL REINFORCING SCALE: 3/4"=1'-0" FW!' MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR jU 8 EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 ao ❑ © DOWEL IN FOUNDATION. DOUBLE FILLED CELL 4 SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BARSIZE 488ARDIA. #3 18- METHOD #4 24" HORIZONTALNERTICAL #5 30" REINFORCING „� �; L SCALE: 3/4"=1'-0' #5 BARS 0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS / %aivulj = 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com 64 AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886.2802 avHDIV. & LOT SILVERADO LOT #21 BLK. #16 PROJECT 03719.00 -21161 MODELS 3 8— GARAGE SVFMG: BUT PAGE: DETAILS 150 H A B 2- P12IIJT 7/09/21 DATE• SHEET S1. 2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Odx 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HI OA OR LGT2 W/ 1Od 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 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 0 (2) 2X12 GENERALNOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 7lh EDITION, 2020 BUILDING, SECTIONS 1901.2 & 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 REINFORCEMENT-4000 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 WITH 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 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O0OPSI. 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 F'M = 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" WTH 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 6-6" 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. Fib-lT/OM/OB 2-iT/0M/OB 8F16-lT/0M/lB 8F16-lT/0M/0B 8F16-lT/0M/0B PRE -STRESSED 1 A .t I I I � n I I I I AH7T I I I I � I I I I I I I I 0 8F16-lT/0M/l B I I •o 0 L - r- - - - - - - - - - - - - - - - - - - I UNO. PROVIDE BB1 WHERE ROOF m TRUSSES BEAR, TOP Q OF WALL @ 9'4" UNO o I I LL m I I I I L _ _ J ■ •m 0 .m r L _J LL . m AH7AB BRF14- /OM/OB kkl AH7 RECISSED N BF361T M/18 8F16-1 /0M/16 PRE-ST SSED 8F36-1T/lM/lB LGE RG l`r LIFT BEAM PLAN A R C N I T R C T R r 441 N. RONALD REAGAN BLVL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdaalgngroup.wm AA #: 0003325 pr 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 9VHDIV. & LOT SILVERADO LOT #21 BLK. #16 PROJECT# 03719.001-21161 MOaEIe 36 - awRwcsE evlrlxas: PAGE: LIFT BEAM PLAN 111,15.J1,MPH E B L7/09/21 E: LE:ET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR e'ke" , 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGHEIG*�k �OF REINFORCING (1_2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. EGA STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST t1I5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'h16" �0 #5 CORNER BAR W/ 30" LAP FOR EACH 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 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. B„ A \N6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / VERTICAL REBAR W/ i0' HOOK R�� Sx16 DBL. BOND TOP OF / P�5 BEAM W/(1)#5 BAR BOND BEAM aQELO EACH COURSE •\O G 8x8 BOND BEAM TOP OF • W/(1)#5 BAR .y�. BOND— BEAM 30" TYPICAL �OQ�G�\\, F FILLED W/ GROUT .\\a0 U =UNFILLED GROUT SOLID FROM TOP .f1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #SS, IN 2NO BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/ 1 8x8 PRE -CAST CONCRETE 'q9 fGiL LINTEL W/ (1) #5 BAR (L2) NOMINAL Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY a OPENING-z' CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION_ THAT XFXX -iTn MDBINDICATESA DOUBLE BOND BEAM #OF #5'S,BOTTOM 8x8 PRECAST CONCRETE SCALE 34"=1'-0" REINFORCING OF BOND BEAM 1 AND XFXX - iT/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=i'-0•' IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1 TA M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1TAM/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 Ai SIZE 300 IN EMBEDMENT 1 SINGLE BOND BEAM 1/4") B" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT AS SHOWN •.31Ae' 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRECAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL g MIN EMBEDMENT 1 114") 8" o SLOPE FROM EACH END AND 18•' 7 O.C. MAX. MIN 1-1/4" 0 `6 EMBEDMENT b 218 (MIN 2X3)2J/16 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 /-4 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12o PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/,6" OSS SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS Y ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/2"=1'-0' J 9 sQALE:3a'=,'-o" SCALE: 3/4"=1'-0" PROVIDE 3" CIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I ISINGLE #5 CORNER BAR, 30x3O TURNED UP 9 CI` Eyt�011 I OR TURNED DOWN INTO STEEL REINF. OF / FILLED CELL BOND. BEAM 0 II I II / I II U II/ II 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / 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 V SCALE: 3/4"=1'-0" A R C N6 IT ! C T R Grouo� 1441 NLFAX: RONALD REAGAN BLVD. OOD, FL 32750 07-774-6078 07-774-4078nigngroup.wm : 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134M86-2628 FAX: 613-886-2802 3V333DIV. Se LOT11 SILVERADO LOT #21 BLK. #16 PROJECT* 63719.001-21161 MODEU 2 8—D GARAGE OWING: RIGHT PAGE: DETAILS 150 H E B L l) PRINT 7/09/21 DATE: 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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"). 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 BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ 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 U-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 TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ' I I 1,al La 1' 1 • r r ��,� 1 LM Ful Ell ������ AH19T 11 III . OAF .1.HT HT IAHT .1. HT 11 — 11. �� NO - 11, 0 IIAH EM , 11, 1 _ 11. , -WIN 11. 1■_ .1 —— — -- — -- m AH7AB / pit, - ! OAF ,on_l` ®11 ICt11"i.tl©lIC`iIC`i 70 ON en�on,��r _ al�rt':im III �n� �aiRi�ti�i_ I� 7 l l�l_[.,� ❑�� ( r v B KNEEWALL @ 1 12'-8" C7 FRAMING PLAN SCALE: 1/4" - 1'-0" A I C N I T I C T I 6 Design Grouly.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 x .abdesigngroup.00m AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813ZM2628 FAX: 813-886-2802 9vHDIv. & LiOT: SILVERADO LOT #21 BLK. #16 PROJECT 03719.00 —21161 MODEL. GARAGE OWING: RIGHT PAGE: FRAMING PLAN 150 PH EXP. B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS 13{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ix2 SECURED W/ 1Od GALV. COMMON NAILS 17' 0/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" 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 @ 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, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ GIRDER CONNECTOR(S) SCALE: 3/4"="T—O" SBiIES BAO(ERBLOCK THMAWE88 4500 3/4" WOOD PANELS 6000 (2) 112" WOOD PANELS 60 (2) 1/2' WOOD PANELS 90 2x LUMBER 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 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 DBL TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD, SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION @ L.B.W. �BCALE:3/4"=1'-9' (NO UPLIFT) NOTCH DEPTH 1/4'D O HOLE EDGE >5/8" HOLE DIAMETER <2/5•D SGL STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >5/8" BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD STUD NOTCHING (-.---�_AND BORING LIMITS O SCALE: 1 12"=1'-0" 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'X 4", 6", W x 4-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L--WITH SIMPSONLGTNHDT SGIRDERCMUAN WITH (4) �" x 6'TITEN HD 70 CMU AND (12) SDS (12)SDN �' x 2 �' TO GIRDER 841) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS }" x 1x2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL U C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ GALV. COMMON NAILS. (2) }' x 57ITEN HD TO CMU AND (18) SDS }" x 3" 1x2 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, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) ;n �R -9r, TYPICAL ROOF GIRDER CONNECTORS)--=1-0� SE#3 B110m BLOCK THICIU 33 4500 3/4" WOOD PANELS 8000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2%LUMBER LSTA12 20 GAUGE W/ 10"12 HOG COMMON NAILS. @ EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH Aj MIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2-tY7' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS 5 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 (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"" SIMPSON TITEN 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) 314— SI MPSON 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, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & Z'APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/ nX 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C � SEND WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD p /� /+ INTERSECTION TYP. /� BTM. CHORD BRACING F; 1 6 EDGE CENTRAL SPACING SPACING SEE SEE TBTM CHEDUL , SCHEDULE SEE FRAMING PLAN All SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d 512" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD 00 � LAP A MIN OF 4'-W. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY to g CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 114" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGESPACING CENIPALSPAGNG A DOUBLE 2(8 12" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 12" 6' O/C 16" O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 34' 6" O/C 16" O/C F DOUBLE 2x12 3/4" 6" O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=T-0" (2) 2X4 Not SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3)'W' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL 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. 2x4 SECURED WI (2) 106@ EACH TRUSS TO BE INSTALLED @ 1 U-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 F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=T-0' 11.C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 W ww.abdeslgngroupxom L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81"S6.2628 164 FAX: 813-SW2802 go BUBDrv. ae Laril SILVERADO LOT #21 BLK. #16 PROJECT 03719.00-21161 MODEL.• 236 - GARAGE BTIMC;: RIGHT PAGE: DETAILS 15 PH EXP. B 2.4 STRONGBACK SECURED TO - EACH TRUSS W/ (3) 16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION J BLOCKING SECURED TO WALL W/ (6) 3/16"'. 4 TAPCONS 2x4 STRONGBACK, �1 FLOOR BRACING SCALE: 3/4"=1'-lY' DEL PT 216 BLK'NG BETWEEN TRUSSES W/ 10d Q 3" O.C. 1ST PLY INTO LEDGER AND 10d Q 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION LL 3 Z H o= UU PER ELEVATION 2x4 P.T. CEILING NAILER W/ MASONRY NAILS Q 12" O.C. 1X2 FIRE -STOP--/ SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8tl EACH END FLOOR TRUSS OR PLATE STRAPS W/ 1Od x 1 GIRDER TRUSS 12" HDG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3/4"=V-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d Q 3" O.C. 13T PLY INTO LEDGER AND 10d Q 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW e" CMU WALL REINF PER PLAN PER ELEVATION LL ; 2 O= PER ELEVATION A m'-Z 1X2 FIRE -STOP NI #8 WOOD SCREWS x 2" LONG STAGGERED OFF CENTERLINE OFF 2x6; NI 314" AS SHOWN SIMPSON A23 EA. TRUSS III —.� „ NAILING PATTERN `—PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS #8 WOOD SCREWS FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS 2x4 BLOCKING Q EA. BRACE. NOTE: ATOP OF FLR TRUSS TOP 2X4 SUPPORTS ST. x 2" LONG Q O O.C.;tlli, TOENAIL INTO TRUSS W/ 4)16dSTAGGERED OFF ( STRUCTURAL SHEATHING (CENTERLINE OFF 2x6;NAILS Q EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) 3/4" AS SHOWN nl 2.4 BRACE Q 48" O.C. w/ (5) 12d ITMIN FROM 2ND. FLR. FLOOR DECK DBL 2X8 LEDGER IM NAILS Q EA. END LINE 2x6 CONT. W/ (8) 16d NAILS TO CMU W/ 1/2' EXP. BOLT NI 8tl RING SHANK NAILS Q 4" O.C. MAX Q BT. OF FLOOR TRUSS AT 16" O.C. AND 8" FROM INTO BLOCKING (BT. 2X6 IS FOR WALL END W/ MIN AN2" EMBED. 16d NAILS Q 8" O.C. MAX SHEATHING NAILER) I it 1X2 FIRE -STOP FLOG Ifl TER NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) REPAIR DETAIL IF MU LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"=T-0" PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2x6 PT. PLATE TO BLK- W/ 1/Z' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. SIMPSON HETA-16 Q 32, W/ TRUSS MAX. SECTION DETAIL (VERIFY Y W/TRUSS PLAN) AT PARALLEL / PERPENDICULAR PRE-ENG FLOOR TRUSSES 6 SCALE: 3/4"=T-0" 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 Q EACH TRUSS TO BE INSTALLED Q 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE. 3/4"=T-0" STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A -SIMPSON MTS12 U <990 LBS W/ (14)1Od GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14)10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx 3' FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 Q EVERY TRUSS (VERIFY W/ TRUSS PLAN) PRE-ENG ROOF TRUSS 518" GYPSUM BOARD OR 12" 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 12" GYP. WL. BD SECURE ST. PLATE TO SLAB W/ 12'7c9" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. Q 16" OC MAX. TRUSS CONNECTION @ L.B.W. `�Q `emu SCALE: 3/4"=1'-0" L1 414/416 SYP NO. 2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • O• :0: TRUSS/WOOD POST CONNECTIONS 10a �blc SCALE: -"=V-" 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 VGT/HOU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8"" AT TO HDU4 AND (10) 1/4" X 2 12" SIDS TO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ W" A.B. WITH MIN. T EMBEDMENT TO SLAB & (26)16d x 2-1/2' NAILS TO POST. A N C N6 IT IIIC T Grao*2 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 so DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 SUHDIV. & M. SILVERADO LOT #21 BLK. #16 PROJECT 03719.001-21161 MODELe 2 68- GARAGE SWING: RTGH PAGE: DETAILS 150 MPH E . B PRE-ENG TRUSS(STRAP PER FRAMING NOTES) (2) 2XI2 NOR W*LITCH PLATE. ATTACHED WK2) 2X KNEEWALL TO ERC, HT. MSTA-24 • EA. SIDE SECURE TO CMU W/ 1/2'X9' ANCHOR BOLTS W/ 2' WASHERS PRE-ENG TRUSS (STRAP SET IN HIGH STRENGTH EPDXY PER FRAMING NOTES) • 24' O.C. (T' MR MTL. DRIP EDGE EMBEDMENT)-TYP. 2x SUB -BAND DO Da 12'-S' BRG. W.T. (2) 2XI2 NOR VENTED VINYL/ALUM. SOFFIT DOUBLE TOP PLATE 10'-10' TOP OF ARCH DBL STUD 0 DBL STUD WK2) SP4 W/(2) SP4 (TOP BOTJ (TOP 4 BOT.) 9'-4' Blues. HGT. 5' STUCCO 9'-2' SPRING BAND TLINE OF ARCH d: LL F ENTRY SECTION -ELEVATION D B SCALE: 1/2'• P-0' um 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: 8134MM-2628 FAX: 813-886,2802 SVHDIV. Z L SILVERADO LOT #21 BLK. #16 PROJECT 03719.00 -21161 MODEIr 8-D GARAGE STUNG: RIG PAGE: ENTRY DETAILS 150 MPH E . B PRINT DATE: 7/09/21 8HEET S3.1C FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK 2 3/9' 0.113 170,000 (16-20 RINGS F1667 SCREW SHANK PER INCH) RSRS-01 SO RING SHANK, PNEUMATIC 237 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 11 8d 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 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 C� Z 0 W W Y0 QU =O 0 z 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES li ........... TYP. ,EyXT�SHEATHING ATTACHMENT i F —A RAFTER OR TRUSS ROOF SHEATHING O Z F 9 0 � 3 m U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1610.C. IF NO DROPPED GABLE END, ATTACH 2,4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE Bd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF S w w#i8 Z' DECK SCREWS @6"-8"O.C. MAX@ @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF U O SUB -FLOOR SHEATHING J\ I YI­` : ," 15( 5UB-YLUUH UtUKINU ULUEU I U ALL EXPUBEU MEMBEH5 HIP ROOF xl�iF ROOF WIND DESIGN PRESSURES i HS f EIS) AscE J orf -ns - ZDNE2e=33.f 6 ZONE 3e=3B7 20NE N=36.] 20NE 3r=b6.6 I2r=3B.J '-0' ENOZONE p3TANCE BASIC WISPEED. t'Q MPH EXFGSURERE CnIE I "B• CATAG INTEI APFLICABLE INTERNAL PREssLwE wEFFIa ENT .r- 6.I a FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER CAT10I SIZE TYPE SPACING APPLICATON SIZE TYPE SPACING JRROCASE MASONRYICONC. HARDENEDCOL NNLII/Z'LONG. 6'0� OARADE DOOR St1CN TO MASONRTICONC. 111.— NO WABHER APCON MASONRY r FASTENER 60� IIIIT'EMBED., <"END qBT., IIIZ'EDGE pST. SGD, EXT. DOORS CASE W.R—DOOL 9'OIC WINODMdODORI FPSTENED OARAOE DOOR KICK W` 18'o,G {B�6"aA) . x NNL1flY LONG. STAGGERED MABONRwCONC. TO MPSONRYrNNC ve'1-SIR EXPANSION BOLT 2A'OIC It?ahl asr BUCK GABS HARDENEDCQL REO WwDOWrDOOR/FASTENED METAL STRAP ro CONTACT THIS ENGINEER FOR SPACING ix Pi, SEE NOTE6 NNLI la'.. srApG INTGMASONRrrcoNG. MASONRYICUNC. REQUIREMENTS SWING ODOR BUCK 2x T, BEES (2)Y16'aA. NO NMSHER 'TAPCON' 16 QC 1fR EMBED. a"ENO. aST.,I tIS—EgST NON6FARING WOOD qLL TO CONC. SLAB 12'° EXPPN310N WI. ASHER BOLT ]<OIC a8T, 3'EDGE aST. ZI PT. WWB11Gt 6136-PA 21R' B'OC TEND. qST., 1PT 1? EEL COL., SEE 9TAOG_ EDGE a8T. NOTES NOTES 1STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND J OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED WI TAPCONS OR PAP TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE fi%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 DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED . 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 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABSONGRWND WHERE INDICATEDON ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WITH 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 SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM —WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 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 2020,71 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 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 P nosf TOP CHORD 10 psF BTM CHORD +IGncanwrrsnt DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 pat TOP CHORD (7 psi w/ ASPHALT SHINGLES) (10 pcf w/ No GYPCRETE) 10 P P sf BTM CHORD 5 sf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 pcf WIND: DEAD LOAD SPEED RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) 020) MPH 3- SECOND GUST EXPOSURE B, RISK CATEGORY 11) 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' 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pcf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT 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 OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILIL L BE RETURNED UNCHECKED.. S SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN WALL COLUMNS GROUT USED TO ILL F WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5" d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9UC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, WELDED WIRE MESH: WELDED WIRE MESH SHALL BE ASTM Al 06411 GRADE 65 AN ACCORDANCE D BE PLACED E IN CORD CE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALT BE SUPPORTED WITH 2" CHAIRS SPACED T-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M 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 WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0036' 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 "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 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. 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 ANDA)R WEATHER: 1-i/2" FOR #5 AND SMALLER 2" FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB BEAM OR LINT SUPPORTING EL SU O TING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT OU UT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. MASONRY CELLS SHALL COMPLY MATH ASTM G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy at 46 W. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S, Fy = 35 Wi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. I.I.C. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.wm AA #: 0003325 III DRAFTING 7 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: S1SHIM-2628 164 FAX: 813.686-2802 SVHDIV. do LOT SILVERADO LOT #21 BLK. #16 PROJECT 03719.00-21161 MODET. GARAGE HTIIMG: RIGHT PAGE: DETAILS %150 MPH EXP. B Q TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MA 70 STAPLES INSTALLED THRU SOFFIT AT NAII HEM AND IN VALLEY; Q FAS( nPTAII 0 t-AbILAA 7D STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) IOOD Y OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @_r 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 STAPLES INSTALLED Q7 ` SOFFIT AND /J-CH J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR Q TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. ELQ j" MAX-01lo— DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT—�I Q J-CHAN f, DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN 'L'-.R L-SPAN'bt- N SEE DETAIL'A'--" 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 SEE DETAIL'D'- SEE DETAIL 'E'_ T EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END as BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /TRUSS/JOI / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN O v DETAIL B J-UHANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (Z)STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO Q WOOD) IN J-CHANNEL Q SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL f, DETAIL C J-CHANNEL BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL _ Q 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. 1.3.519 my EAVE WIDTH #>��� g 375 .375 (ROOF 'd>7>>?>; ' 4 3.625 3.625 3. OVERHANG) 5 \ .08 12 .03 �'--CONCRETE � CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 41 A N C N I T E C T I 6 Grous0a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.wm 1116 AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813-886-2802 >aVHDIV. Ac WT: SILVERADO LOT #21 BLK. #16 PROJECT 03719.00 -21161 MODEI.a 23 8- D GARAGE G M/ING: RIGHT PAGE: SOFFIT DETAILS 15 H E B w i