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Home My WebLink About35963 Morse Willow Ct9� 9� 2795-U"AMDEN FOR: • • - HOR11ON I Pico 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 PR q i ��yp p .r�i ,... '45..q�VVLil'�7�.$` Ir �,➢`-„S 4�I`�j�^��''i �,�.. ... �qqj,, y0��4199 rF--gqlwl�! �@. -`.yq� �.Ewd_�'d OF FLORIDA STACERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 I TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN ABBREVIATIONS REVISIONS INDEX OF DRAWINGS - im» CM, ( ) •ate -AM LOCAL RM ST`+' =IDS -OCCUPANCY - REsmOM94 GROUP R3 -CONSTRUCTION TYPE - VB -MIlV. BPIERIOR FINISH - CLASS B -BASIC AAID SPUD - VUR=I rJO YP�Hp Vasd=116 WH -EI�03URE - a -1-STORY RESIDENCE - -2-STORY RasIDENCE - 1(A% HEIGHT A3 PER LOCAL, AND STATE CODES ABV A/C A/C ALT. AMP BD. CL CAB. CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. DP. DR. D.S. DTL D W. EA ELEV. EQ. EXH. EXT. F.G./FX. F.O. FIN. FLR. FLUOR FR.FRENCH FTO.R cam. DISP O.F I. GL. GYP. BD, H.B. H.C. HDR. HOT. OR HT RQSUL. MT. ABOVE AIRCONDITIONINGMUM. ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL DIAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FOOTINGDOOR anaancE DlsPocAi IGMRE RU-P AU�LT CIRCUIT' GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR M.C. MFR. MIN. MT. MT D MIT, N.T.s. O.C. PL PH, PH. PLT. PLYWD- PR, P.T. R. RAD. REF. REF. RM. R.O S.C. S.D. S.H. SLIT. SHTHG. SHWR. SIM. SL. SL. OL STD, sws I r o T.O.S. TYR U.N O. V.P. W. W/ WD. WWOWM W.I LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL ONOT TO N ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN RAIR ATORILL REFRIGERATOR ROOM SOLID COREEXTUR SOLID OPENING EEXT SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING CLASS STANDARD SHEAR WALL T MPIERED GLASS rOFCK OF CURB TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WANDER HEATER WROUGHT IRON I>e'PE DESCRIPTION CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION 060M ADDED 150-C ENGINEERING PG CI -COVER SHEET PG GN-GENERAL NOTES PG AS -FLOOR PLAN PG A2F-FRONT AND REAR ELEVATION "F" PG A3F-LEFT AND RIGHT ELEVATION 7" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5 -WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 01/25/15 ADDED OPTIONAL PENDENT LIC%WTMG AT KITCFEN 1/t5/19 FIXED DIMENSIONS FOR STUD? AND DINING ROOM REVISE 8WT CALCS 10114AS UPDATED LED Li&4TS PER DR HORTON 10/30/19 UPDATED LED DETAIL ISLES PER D.R. HORTON 1V08/19 ADDED FOUNDATION ON GARAGE t3EARMG tUALL UPDATED SIMP50N COI�CTORS I.L.O. USP �AtBld� ADDED Ism-D ENGINEERING STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, U.C. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6076 Fax: (407) 774-4078 �1 �� /� � S i i. CAW S 1109 D STOKE CAP NOTE ADDED FOAM CAP ON ELEVATIONS BEGAN ADDING ELEVATION INTO LOT REOlE8T8 AND MASTER IST FLOOR LIVING 2,536 SOL FT GARAGE 619 Sa PT. ENTRY 65 COVERED LANAI 193 SOS FT. TOTAL 3,113 SOL FR. CW04W SENT ROOF PACKAGE To TRUSS ENGIrEER FOR TIEJ86E9 3/9/2m ADDED FRONT ELEVATION V PER DRNORTON /14/20 CHANGED ROOM NAMES PER DR HORTON ®I/21/21 REDLINE GHAAI�sEB FROM ENO FOR 2®20 CODE CHANGE 01/21/21 REPATHED XREPS F'OR THE 2020 PW STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG SlAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.IB-DETAILS PG SNI -DETAILS PG SDI -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE HUILDb3t ASSUMES ALL LiABH1TY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAWG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WELL RESPOND TO ALL WRITTEN RFI's IN WMTTEN/DRAWN FORMS IN A TIMELY MANNER. AB WSIGN GROUP TAKES NO RESPONSIBRXrf, I'OR INTERPRETATIONS OF CONSTRUCTION THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECT'S OF THE ONSTRUCTION BASED ON THE DRAWING SET. A R 6 N IT 10 TE-1 gGW 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdmigngmup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813886-28D2 BVHDIV & IGOT: SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 MOEDRIZA 2795-F GARAGE B'WING: RIGHT PAGE: COVER SHEET 15 PH GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 %WNCH GYPSUM BOARD OR EQUIVALENT. SRE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALIJFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIIINBIa 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 COVEPAGS 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 FNMM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE 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 CERJNOS 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) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. A R C R I T E C T S GrouIlL. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813-886-2628 FAX: 813-886-2802 9U13DIV. de X.0711 SILVERADO LOT #9 BLK 416 95- PAGE: GENERAL NOTES A 1 V : / DATE06 09 21 DATE: SCALE: 1/4"=1'-O" CONTROL DATE: 12/10/20 (RM) G AICNIT ---------------------- -- I - cOvm I LANAI I I I r- I I 4'-4" a I m.; T ROOM I II B I csw I ° I 90 TYP.II R Vj ^ I pp1 v I° I rw �Zx36 1 11 ATTIC I I I 11 ISH B AI I 9 4' CLG. -4- 38-SH r------------------ I I — I I 0 i BEDROOM V� I I I I I r------------------ I I �—— — — — — — — — -------1 o I I "` I I I I I I lei I I AI I I I m w Z �n BA; � 42' k 1/2 WALL CAT, II SAFETY GLASS ASV. 117:NI; L--------m--' ------- -- 20 rn X — I —I 4' zo oBA�E _________ ----------� BATH3 MP SASS DOOR j T. m s� -- I I --- I I 0 I I I MULTI-M I 9-gCLG.IU/TRAY TY, '- ROOM i I I AI I_ 2-8 I . i0 62'-0' CLG. �/}R�Y I � � _0 TO 10'.0. CLG. I I I I m 5'-II' i OPT. i i D i7' 1 13'-S. I L-i L------------ VENEER ON WY Rpm BDRM3 FIR 2-m 9 9'-a' 9'-4' CLG I %1 LAV wH i `BOLLARD 2-4 ATH2 Q FOYER I AS REQ. PER CODE I Im'RVq O I I BLDG. )1'-4' � VL— J II � BDRM2 -x- 9.4' CLG I 6 'a CMU TO 8'-S' AFF. - I Emy (SEE DETAIL A,A211 KIIII ll 54' -8 9'-4' CEILING r - --- - - - -3-4, ---1 I I I m M 10'- 9tI�AAT CEILING j - I I I I I I n I L.------- I ----- ---J 9'-4' CEILING r mar-i I ATTIC I L ACCESS- 3-CA WAOB 5'-4' CLCa -------------------- TONE 20'-0' VENEER mI '� v SQ.FT. CAM'S IST FLOOR LIVING 2,836 SO. FT. GARAGE 619 SO. FT, ENTRY 65 Sa FT. COVERED LANAI M3 15a FT. N TOTAL 3,113 $a FT. nrurrirrrrl COMMW AND CI ADDNQ NO LOADS B16O IND E FOSIN FOR 3 8E00110 OlAil8 ass 80UNE ZON5 1W 1l11 YMD lY1q RB�NSpB AIDTB'E FOOTAGE MIN. WINDOW Im 5 243/-325 CRITERIA EXTERIOR SWING is 5 23,4/-30.1 DR MIN. CRITERIA SG.D, MIN. 41 5 22.1/-410 CRITERIA 16010 O.H.D. 112 5 205/44.9 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=B, MEAN ROOF HT. = 14'-9" 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. COICIROL DA78 MWO SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING ] INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIE KITCHEN BASE Q4 BRACKETS AS WALL NECESSARY. 2'Xb'X35-1/4' CABINET M LOUT WALL x 21X6' STUDS • 16, O.C. W/ 1/2, DRYWALL TYP. CABINET SECTION A SCALE: NTS FLOOR PLAN NOTES - ALL DIMENSIONS ARE PROM FACE OF T %' BLOCK WALL (OR EDGE OF FLOOR SLAD) TO FACE OF WALL STUD UNO. - ALL INTERIOR WALLS ARE 3 V UNO. DRYER VENTED THRouGH ROOF (VM,, NOT SCREENED. - AIR COMPRESSOR SET ON 44'X44' POURED CONC, PAD. PAD DEGINS 6' PROM EDGE OF STRICTURE. - SEE SHEET GN FOR GENERAL AND STANDARD 15UILDINr NOTES. - ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT INTERHA'TER - ALL RILL HEIGWT ]BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENINGS ARE SHEAR WALLS, FLOOR PLAN SCALE: 1/4' . 1'-0' OPENING DTL. ICI PH: 407-774-6078 FAX: 407-7744078 www.abdmlgngroup.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: 613.8662802 81.rHDIV. da LOT: SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 MODEL• 2795-F GARAGE SWING: RIGHT PAGE: FLOOR PLAN %15VWH EXABj ATE. : 06 09 21 D SCALE: 1/4"=I'—O" SHEET Al ./-20'-I' BLDG. HGT. SHINGLE ROOF- 6' LAP 60114d — TYP 9'-4' BRG. MGT. _ le'x6m'—. DECORATIVE SHUTTER FOAM CAP STONE— 0'.0' FIN. FLR VENEER V-4' BRG. W.T. O'-0' FIN. FLR 0'-8 GRADE _ BANDMG FRONT ELEVATION-F TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE MOMER To W INSTALLED MR MANUFACTURERS 6PEGPI"TI0d6 REAR ELEVATION-F TEXTURED FINISH AREA OF ATTIC = 3972 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 3972 /300 = 13.24 VENTILATION AREA X SQ, INCHES PER FT. (144) = 1906.56 SQ. IN.. MIN. REQUIRED VENTILATION = .SX L906.56 IN UPPER PORTION OF ATTIC 953.28 SQ. IN. OFF RIDGE VENTILATION AREA = 115SO, IN. PER VENT 953.28 /115 TOTAL#OF VENTS REQUIRED = 8.28939 TOTAL#OF VENTS PROVIDED - 9 "AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) _ S'-4' BRG. HGT. r J 2F B CAP VENEER ' FIN. FLR 9'-4' BRG. HGT. 0'-0' FIN. FLR ^ � 0 -B G D (MIN.) -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ I I I PRE-ENGINEERED I I I TRUSS I S'-4' BRG. MGT. FRAME OUT BEAM W/ 2x o (2)2X8 OM. TRUSS TO BEAM CONNECTION W/ I SIMPSON HIOA-2 I FILL ALL HOLES. I COLUMN TO BEAM CONNECSIMPSONN ME A 16 I (TOTAL OF 2 AT EA. v I CORNER)an fq I J I ro I 16' CMU COLUMN I I STUCCO FINISH I I i I 1- 4• I0'-O' FIN. FLR \------------------------------, COLUMN DTL. A SCALE: la' • I'-0' ----------------�\ CORBEL 4 TRIM \I I FOAM I C C CORBEL C I m r TRROUND I(VERIFY r IN FIELD) LL SIDE VIEW FRONT VIEW I W I \�----------------/ CORBEL DTL. B SCALE: I' . I'-0' A R C N IT KC T• 6 Group-.. 141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeslgngroup.00m AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813 06-2802 BUBDIV. & I.OT: SILVERADO LOT #9 BLK 16 PROJECT* 03719.001-09161 MODET- 2795-F GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION "F" 1111, 150 VRH EA B V-4' BRG, HGT.,ti_ 0'-C' FIN. FLR 0'-8 GR D (N.) --- 9'-4' BRG. HGT., _ 0'-C' FIN. FLR. 0'-&' GRADE M .) _ OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ■ ❑ ■ FLi 1:1 E (5 ■ 61 ----------------------------------- LEFT ELEVATION-F TEXTURED FINISH &TONE VENEER TO ISE INSTALLED PER MANFACTJRER'& SPECIFICATION& OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT a RIGHT ELEVATION-F TEXTURED FINISH STONE VENEER TO DE INSTALLED PER MANUFACTURER'S SPECIFICATIONS oB' -4� NCsT. - — - — - — - — - — - — - — - — - — - --- 0� 0'I GR D CMINJ o3 4 IICNITICTi 6 Grou10K 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwaDdealgngroup.00m AA #; 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8138664802 ��IIIII� �aamnni F V. 'ERADOT #9 K 16 T# 03719.001-09161 MODEI. 2795—F GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION "F" %150ACP'UEXP, B JU'N rsCLN" DATE1 06// 09 21 SCALE: 1/4"=1'—O" SHEET A3F ELECTRICAL LEGEND SYM. DESCRIPTION -eft TANDARD SWITCH -WAY SWITCH -44 -WAY SWITCH 4 IMMIER SWITCH Im SH BUTTON )DISCONNECT i HERMOSTAT INGLE RECEPTACLE (125v/20-AMP INGLE POLE) 110V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) IOV QUADPLEX RECEPTACLE ® 10V D'UP Ex RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE ECTOR) -0 DEDICATED RECEPTACLE 1-O VALL MOUNTED LIGHT (LING MOUNTED LIGHT -ENDANT LIGHT LOOP LIGHT ALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (I CFM PER SO. FT.) P� BULB LIGHT FIXTURE 9 BULB LIGHT FIXTURE Aaaana BULB LIGHT FIXTURE 'T LIGHTING TTIC LIGHT WITH PULL CHAIN -( ND CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE '11OUNT) LIGHT (REGE98ED) O HT GHT (VAPOR PROOF) CRESCENT UNTED LIGHT WITH J-BOX AN L PANEL (FIELD VERIFY METER (FIELD V15RIFT_ FQ LL MOUNTED) Q -BOX (CEILING MOUNTED) FILING MOUNTED FAN B VENT FAN (I am PER EQ. FT.) PHONEJACK b ISMOKE DETECTOR (WALL MOUNTED) OQ11OKE DETECTOR (CEILING MOUNTED) ® /C MONOXIDE— DE (TOR II MOUNTED) MIMES ® I M D OUTLET FOR GARAGE N R TV V JACK '-mac SB PORT • LOG TON OF TV JACKS / PHONE OUTLETS 1 FAN5 TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR '!eh EDITION M020) 1 NEC 210.12 201T EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5o CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 1th EDITION (2020J • LAUNDRY ROOM RECEPTACLE 5HALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Tth ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENEMY EFFICIENT TYPE PER FBG. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. T1h EDITION R404.1 FM7 ---------------------------- COVERED LANAI PRE -WIRED BEDROOM 1 j CLG FAN CAFE I I L Q OPT. 1\ TXTURE 1 I I I / !` 50-S' L GPI CLG FAN I -----------------1- �� _--' Ok/ SD/COI 1 4'-0' 4'-4' I SD. ---------------- I Q I I\� GFI GREAT ROOM CL 1 I I / / I -- \ I v II _ I 4 O I W \1 1 I DEWWIICCATE cn I I BATH 1 II �( OII7� IET 1 PRE -WIRED CLG FAN 1 - - �, _ wRR MIG 16 ------ v LyTTrG� \\ I 1\GF I / I \ �\ KITCHEN I'--------------- - I_-_____] - _� I I MULTI—GEN I BEDROOM ______ ______ -------------- / GPI \ I I DINING I ROOM/ 6 I 1—JIL.T. LAUNDRY I I CLG FAN CLG FAN L-----------J II { BEDROOM 3 / I d PRE -WIRED CLG FAN CLG FAN BEDROOM 2 ENTRY ELECTRICAL PLAN SCALE: 1/4' • 1'-0' I io I' I I LED LIGHTING LED LIGHTING C DOUBLE LAV. C SINGLE LAV. BEDROOM 2 AND 3 BATH LAUNDRY ROOM BATH r-----------------7 --f ®�� MULTI—GEN ISD/co\\ LIVING I I \ ROOM I I I I CLG FAND I I I L----------------- J A i — — — — — — JGFI 44' ! / AFF. l 1 GPI s 44' A.F.F. BOLLARD ASREQ. / I L---- J PER BLDG. / I / WALL MOUNTED CODE i / I LIGHT W/SWITCH IN / I ATTIC j I 3—CAR / I GARAGE I I \\ CLG. 'I OUTLETI CLG. GFI OUTLET \ FOR OPT. I FOR OPT. \GARAGE DOOR( GARAGE DOOR \ \ OPENER 1 OPENER P.B. FOR \ 1 GFI CHIMES \\ I IRRIGATION \ I OUTLET \, 1 --------rt- LED LIGHTING LED LIGHTING C SINGLE LAV. Cap DOUBLE LAV. MULTI-GEN BEDROOM BATH BATH I PROVIDE 3 2/0 CU. I % CU GNO 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 -4 AL GOD N 2" CONDUIT. (C)NDUIT TO TEWINATE ABOVE SOFFIT OVERLWG.) 200 AMP ELECTRICAL RISER NOT TO SCALE, GENERAL NOTES, COMBINATION 200 AMP SERVICE G0/240 VOLT A ELECTRICAL MATERIALS AND INSTALLATIONS DISCONNECT I PHASE SMALL COMPLY WITH ELECTRICAL PROVISIONS OF M SWITCH AND MLO THE FBOR TTN EDITION (2020). LOCAL (.ODES, AND ELECTRIC PANEL ALL LOCAL POWER Ca'rANY REQ UREMENT& METER N NEMA B. ALL CONDUCTORS SMALL BE TYPE T"AI-MW 34R ENCLOSURE 2m METER UNLESS NOTED OTHERWISE. cp FIELD VERIFY TELEPENTRA11oNE LADLE SERVICE LOG. POIER COMPANY TRANSFORFIER RQUIPYRNT INTTRANCE INTERSYSTEM BONDING TERMINAL AT GRADE LOW VOLTAGE CONNECTIONS PROVIDE 200 AMP, 120/240 VOLT. I PHASE — 1 -4 CU SERVICE CbROIND SECONDARY ELECTRICAL SERVICE, PROVIDE 3 CONNECTED TO CONCRETE Oro COPPER (GU) IN Y' DIA SCHEDULE W PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 -4/0 ALUMINUM (AL) IN ELECTRICAL PROVISIONS OF 2" DIA SCHEDULE SO PVC CONDUIT UNLESS FESCIR 'ITH EDITION (2020) SERVICE IS PROVIDED BY THE ELECTRIC �5CIA x S PT LONG COPPER COMIPANY. COORDINATE WITH THE ELECTRIC CLAD GROUND ROD NY COMPAPRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774�078 www.abGealgngroup.com A, N: 0003325 DRAFTING BY: MOON A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813,886.262E FAX: 813$66-2802 3vBDIV. as LOT SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 ]MODEL: 2795-F GARAGE SWUNG: RIGHT PAGE: ELECTRICAL PLAN 150 MPJiE WTSF 06/09/21 SCALE: 1/4"=1'—O" 3HEET E1 HBL,7 ------------------------------ LA Uju I I I jI I I I I I I I I I • 22'-2' I I I — I I I _ J 2' -5 — 0 IIII�IIIIII ��, IIIIIIIIII 0 d) 1 I Av 31'-I' S'-8' -''— IIIIlIII IIIIIIIIIIIIII '-L� l-C,>) rrory- C-11L !OPT v iP_ZT ' - IIIIIIIII 25'-9' IIII e- IIl JII A N C N I T! C T 8 _ Design PX: 407-7746078 FA%: 407-774�4078 www.abdealgngroup.�m Ill AA #: 0003325 DRAFTING 8Y: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-086.2628 FAX: 813.886.2802 SUHDIV. de LOT: SILVERADO LOT #9 BLK 16 2?ROJECT�µ 03719.001-09161 iiODEL• 2795-F dARAdE 97VIN6: RIGHT PAGE: PLUMBING PLAN 150 E B n � 06/09/21 SCALE: 1/4"=1'-0" SHEET P1 rol 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 FEC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS 644ALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FEIC TTH EDITION (2020) MECHANICAL CODE SECTION (103 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TN EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION 12020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EOUAL AIR EXHAUSTED. Z. ALL FIRE RATED CEILINGS AND WALLS SHAI.L 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. ATTIC CEILING PLENUM_____ AIR SUPPLY/ AIR EVAP.TRAY PLATFORM 5CORIATED NICKEL BRONZE FL. PL. BRASS PLUG NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-TiRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'x2' TAPCONS UNIT SIMPSON WB ROLL STRAP Q OR EUAL 4' CQNGRETE SLAB °SECURE STRAP TO UNIT W/ (2) EXTERIOR WALL 48X1 I/4' SHT. MTL. SCREWS 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS FIN, FLOOR OR WALL CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC, CONC. LIN OR EXTENSION TO `FITTING OR R WASTE AS ED EXTENSION TO 901E OR WASTE AS 240-K JOSAM S6000 REQUIRED INSIDE NICKEL BRASS TOP CAULK PTI/SPEC y� g�� N 51� TE PLANPLAN N OFLOOR SLAB CLEAN -OUT (TYPN) EXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE: 1/4 . I'-0' A I C t I T t C T t 6 Grou' Lc.. 641 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.ab0esigngmup.mm AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613.8862628 FAX: 813886.2802 amum� SU23DIV. 6e IAT• SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 MODET • 2795-F GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 150 Aft EXAB 2X4 TOP PLATE pr;R FLR,_ PL�i f4 Y PRE-FAS TRUSS IQ' CLGL BOARD 1/2' DRYWALL , SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.G. MAX 0'-0. FIN. FLR 2x4 WOOD STUDS *24. o.C. SLAB TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16- O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. MTYP. INT. WALL (NON-BRG.) D l SCALE: 3/4'-1'-0' FISEIN43LAS5 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 ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9/8' GYPSUM m OR 1/2, HIGH STRENGTH CLG. BOARD 5' DIA, SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (D- "5 (2) COURSE NOT CUT BOND 4M BARS 2A PIPE THROUGH BOND BEAM pl SCALE:3/4'=I'-C' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION '--R-4.1 INSULATION L WINDOW ATTACHMENT AS PER MANUFACTURES r— SPECIFICATIONS �Ir REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' cm I/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR___ _ n a. .a • a. W/ WINDOW OPENING ti FIBEWSLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SODA. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS J ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 "ITH EDITION, SECTION R301.19 AND 1609.5.1. n TYP. WALL SECTION OPG NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE: 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 041569 TYPE III OR TYPE IV UNDERLAYMENT. r Qm Lw RE - �I 25GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS 11w�• Dl SCALE: 11/2'=I'-O' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (V 12d NAILS AS PER FBCR 905.I.I. AS PER FBCR 9051.1 A. • EEND ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNI. THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI.SECURED PER 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 ELEVATIONS PER ELEVATION VENTED SOFFIT VENTED SOFFIT IF WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET W. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI.SECURE PER ON SHEET 9N1 PER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUSS S' 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 ERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2- THICK 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT WOOD BASE Cr'IU PLASTER APPLIED DIRECTLY TO MASONRY 0'-0. FIN. FLR. _ 0'-0' FIN. FLR. °s 8' CMU a ti ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 7-I6 IN a ACCORDANCE WITH FBCR 2020 TTH EDITION, SECTION R301.1.3 AND 1609.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION 1J NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE. 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-774-4078 www.abdeslgngmup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 613-886.2802 SU33DIV. do L01il SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 MODEL• 2795- F GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EX5, B ol DATE: 06/09/21 SCALE: 1/4"=1'—O" SiIEET D1 A R C N IT ■ C T 1 TOP, 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 112' X S' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X VS' WASHER t NUT OR W/ (2) B 1/2' X 6' ANCHOR OLTS W/ 4' MIN. eMDEDMENT W/ 2' X 2' X V8' WASHER 4 NJT— N I TO BL1K W/ I/4' TAPCONS 1 1/2' 17MBED, S' O.C, 4' END DIST, 1 1/2, BPGE DIST. ® SIDES, 2X6 GARAGE DOOR BUCK SECURED W/ (8) 1/2' X e' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/6' WASHER t NUT. (U WITHIN 6' OF TOP, (U WITHIN 6' OF THE BTM, M (3)EVENLY SPACED. ®I IIsr NOTES: ALL ANCHORS SHALL BE IN ACCORDAIiCE TO MANFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT 2X4, 00 SECURE TO BLOCK W/ 3/16' TAPCOJS (MIN. SHANK SIZE J45 MN HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 6' of EACH END / 18. O.C. MAX SPACW- 2X4, CM SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6, OF EACH END t 18' CO. MAX SPACING. 2X4, SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN 8' OF EACH END t 16' O.C. MAX SPACING. 2X6, ® 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPOONS W/(2) 3/16' TAPCONS W/(2) 1/4' TAPCONS (MIN. (MIN. SHAW SIZE 145 (MIN. SHANK SIZE 145 SHANK SIZE J45 MIL MIN. HEAD SIZE 300 MR HEAD SIZE 300 HEAD SIZE 300 MIN, e' cm MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 8' CMU WITHIN 8' OF EACH END 8' C.,WITHIN W OF EACH END 1/2' DRYWALL t 16' OG. MAX SPACING. tile, OL. MAX SPACING. 1/2' b' O.C. MAX SPACING. 8, cm 1.4 P.T. OR 6/4'XW MIN. 1/2' DRYWALL 1/2' DRYWALL SECURE TNRIJ FRAMt 1'x4' 2X8, ® 2X8+ cm 1/2' DRYWALL 2X& cm EXTEND I•I/4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK ❑ I'X4' SECURE TO BLOCK ❑ VX4' BLOCK W/ 3/16' W/(2) 3/16' TAPCONS P.T. NAILER W/(2) $/16' TAPOONS P.T. NAILER W/(2) 1/4' TAPCONS P.T. NAILER TAPCONS DOOR CASING (MIN, SWANK SITE J46 11I6' O.SD. X 4' MIN. (MIN. SHAW SIZE .145 DOOR CASING (MIN. SHANK SIZE Job (MIN. SWANK SIZE .148 MIN. HEAD SIZE 300 MIN, HEAD SIZE 300 MIN. HEAD 30 SIZE 0 1AV CAD. X 4' MIN. MIN. HEAD SIZE 300, MIN. EMBEDMENT 1 1/4') DOOR CASING MIN EMBEDMENT 1 1/4.) MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END WITHIN 6. OF EACH END WITHIN 8' OF EACH END DOOR CASING WITHIN S' OF EACH END DOOR JAMB OR WINDOW t b' O.C. MAX 1 18 O.C. MAX t 15' OG. MAX t W O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPACING, JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACHDOOR TO 2X PER POOR TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. MTTACHC 2X DETAILS. NOTE, &HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" L�� TO BLOCK +3/4" OR +5/4" 2X4: IM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.1 WITHIN 8' OF EACH END t 10' OL, MAX SPACING, 2X6, SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 e, CMU WITHIN 8' OF EACH END t W Or— MAX SPACING. 1/2' DRYWALL 2XS, CM ❑ I'x4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS CAGING (MIN. SHANK SIZE .145 DOOR MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN W OF EACH END t A C. wa' MAX w'�' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A$ NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" nWtNDOR TO BLOCK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" �`�R TO BLOCK +1 15/18" 2X4, SECURE TO BLCCK W/ 3/16' TARO" (MIN. SHAM, SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 10' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MOT BE 2X6 ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3116' TAPC4:*a 3/16' TAPCON MIN. 1.1/4' (MIN. SHANK SIZE J48 EMBEDMENT INTO BLOCK MIN. NEAR Size 300 MIN. eMBepMENT 1 1/4') WITHIN S' OF EACH END 6' CMU t 18' O.C. MAX SPACING. I/!' DRYLLWLL 2X8, ® ❑ SECURE TO BLOCK W/(2) 3/16' TAPCONS P.T. NAILER (MIN. SHAW, SIZE .148 DOOR CAGING MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END t B' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMD (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" n1/1�0►/ TO BLOCK +2 1/4" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" E NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" yl►INDO1F TO BLOCK +3 7/18" 2X4: 20 2X4, = SECURE TO BLOCK III/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 1/4' TAPCONS (MIN. SHANK SIZE .148 MIN. SWANK SIZE .14b MIN. HEAD SIZE 300 HEAD SIZE -4M MIN. EMBEDMENT 1 1/47 MR EMBEDMENT 1 1/49 WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 16' OZ. MAX END t 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING, NOTE, STRUCTURAL 2X MUST BE 2X6, CID ON OUTSIDE t SECURED 2X6: ON OUTSIDE / SECURED i0 BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK TFIROIXaH NON-STRUCTURAL W/WSECURE 3/16' TAPCON MIN. I-i/4' I/4' 3/I6' TAPG7N MR I-I/4' KAPCON6 (MIN. SHANK (MIN. SHANK SIZE .146 �qM� INTO BLOCK .145 I .MIN. SHANK SIZE .146 MIN. SHAUW2NK SIZE EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 HEAD 61ZE 300 MIN, MIN. EMBEDMENT 1 1/4') 8, CMU EMBEDMENT 1 1/49 WITHIN S'OF EACH END WITHIN 8' OP EACH END 8' CMU t 19' O.C. MAX SPACING. 112, DRYWALL .18. O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® VX4 2X6: ® I'X4' ❑ SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CAGING W/(2) 1/4' TAPCONB (MIN. SHMK SIZE .145, (MIN. SHMK SIZE J45 V P.T. X 4' MIN MIN HEAD SIZE 300 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN 6' OF EACH END MEMBER W/(2AZd WITHIN 8' WITHIN 8' OF EACH END t 10' OC. MAX OF MACH END t 6' TO 8' O.G. MAX t 10' O.C. MAX SPACING, SPACING, DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM A8 NEEDED TO PLUMB NOTE: SHIN A6 NEEDED TO PLU"IB JAMB (00 NOT EXCEED 1/49 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLACK +3 3/4" �iEIl11�(TA 'rn Rin(:K 4R" o WINDOW TO BLOCK +3 3/4" or VO vu'/ 1Lc. WIN. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.abdesigngmup.eom AA#:0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134ffi62628 FAX: 813-888.2802 ISUBDIV. rk LOTSILVERADO LOT #9 BLK 16 ROJECT# 03719.001-09161 moDEL- 2795—F GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXA B ■cN PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUC'T, 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 12/32/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13672.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2212023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 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 STRUCT. 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 OCT. 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 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3.4 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-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 1Z/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 5/21/2026 23955.1 THERMA-TRU EXT. DOORS 6'-S" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395S.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELTTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 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 1Z/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 1Z/31/2024 1S8.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.2 ALSIDE'ZT' 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 WWW.FLORIDABUILDING.ORG CONTROL DATE: DS/05/2021 6 Group1L. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774407E www.abdesigngmup.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: 8134Wrs2802 !��Ilullli fee eee ao, i L Wa I Sv73DM & LOT- SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 MODEL- 2795-F GARAGE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B IF mmmmm4 INSTALL FASTENERS (CLIPS, A RON I T i i T i NOTE, STRAPS, STAPLES) AS APPROVED BUILDING WRAP REQUIRED TO SECURE 814ALL BE LAPPED A MINIM" OF PIPE/ WIRE TO PRAMMG 6' • VERTICAL LAPS (ROLL WIRE, LAYER •I, ENDS) 4 6' F HORIZONTAL LAPS. STUCCO WRAP ALL BEAMS NEED TO DE TAPED LATH VERTICAL LAP TO BE I' UTH PORTIMR SHEATHING TAPE Um LAYER 4. FORTIPIOER / \ BUILDING PAPER ■^Epp ddM PREFORMED CONTROL JOINT / '— •� \ PLASTER 3 COAT CEMENT / \ METAL LATH VWI(rEn FLANGE OF CONTROL JOINTS T FLASHING OVER 4'x4' ME"1D1�'"E Grou ue. BE WIRED TIED TO LATH • 8' U1RD LAYER 9, PORTIFIBER / \ SELF -ADHERING MEMBRANE OG, MAX (VERr.). �L DO BUILDING PAPER PLASHING OVER APPROVED NOT FASTEN r MI". LAP • -111 111 1441 N. RONALD REAGAN BLVD. 6 WALL EVEN IFCSTUD EXISTS TO / \ FLABHI To ExTEND ONTO PIPE BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH tt LONGWOOD, FL 32750 W LEG MAY BE USED TO TEMP. FASTENED .T' (VERTJ Or. MAX {j( X X X I SECURE CONTROL JOINT AT SUPPORTS 1 X X X FLASHING OVER APPROVEDFAX:FAX: 07 7741079 DURING INSTALLATIONEEP STUCCO LAYER •I, �— — — — HOUSE'- W W W.abdmigngmp.e°m a I' O ERB MAX8E SPACED STUCCO WRAP METAL LATH 0.ABNIdG To CXTEND ONTO PIPE AA S: 0009325 • T' O.C. X VERTICALLY WOOD SHEATHINGUMWLAYER •L I J' THICK 3 COAT CEMENT CONT. BEAp OF SEALANT ,. DRAFTING BY: STUCCO WRAP PLASTER INSTALL APPROVED HOUBELLRAP AIR A.B. DESIGN GROUP • . •..... • • : <:<+ ,iq>t'� ,x .e p ,' a^ =s METAL I.ATN INFILTRATION BARRIER OVER DRAFTING INC e• Mi" P L aeLow cwLr / I OW LAYER •2, FORTIFIES SHEATHING, 5439 BEAUMONT CENTER BLVD. •) ' : 2',``J.+a,k s • .+ ;fu U!B LAYER 4, PORTIFIDER BUILDING PAPER ELASTOMERIG COATING OVER STUCCO/ SUITE 1004 BUILDING, PAPER (I FINISH )SEE TYP WALL SECTION) SW��YER�M, TAMPA, FLORIDA 33634 \ I PH: 813-886-2628 FAX: 813-886.2802 y ro 1' WOOD SHEATHING SMALL GAP ni". T I PER SEC ION ow TBE HROUGH IONS a. Toa•„IN, v"' BtW1orYEs'Iu walloMeMYIE THROUGH CONTROL Exterior uaa of porlleM cement plaaw JOINTS BUT SMALL _� andl comply wflh the epplieatlon BE STOPPED AND TIED AT EACH SIDE requlremems of ASTM C 925-I6b. PER ASTM C1063 PROVIDE 2X4 BLOCKING 7r Mr. LATH PLACED FLAT MAX 6' TO S' LAP. 4• ov Ia Installation of e#erlor lathirg and framing FIO71'1 CONTROL JOINT Ua@1 ALL LAP shall comg vMh ASTM C 1063.1Sa, CONTROL JOINT FALLS ON R or ASTM 1787. 77 I. ASTENERS FOR LATH TO BE NAILS OR— � i / STRUCTURAL $TUB 2 SCALE, 1 1/t'•I'-0' STAPLES IN COMPLIANCE W/ ASTM CW063 2. WIFE TIES TO DE (NO. 18) OAWS' USE A / X BACKING SHOWN MAY ISE IN ADDITION TO WALL STUDS RECUIRED PER PLAN 4'x4' SELF -ADHERING MEMBerWE 6 FLASHING (COMPATIBLE Ill! HOUSE 4. VERTICAL LATH URAP MATEIIAL) OVER & PAPER DETAIL APPROVED HOUSENTO PIPE 0.AUlNIIVG TO ExtEND ONTE WOOD STUDS, 1' OR LEGS PIPE x 6'x6' SELP-ADHERING MEMBRANE PENETRATION PLASHING (COMPATIBLE UY HOUSE <: I WRAP MATERIAL) OVER 4'x4' Nam SHEATHING I SELF -ADHERING MEMBRANE PLASHING OVER APPROVED SIDE LAPS OF METAL ' PLASTER BASER SHALL HOUSE WRAP. O"M" TYPE CONTROL JOINT FBE RAMINTHEY HIALL TO TIED BUILDING PLABHINGTOEXTENDaNTOPIPEair PRM1ING MEMBERS. PAPER aL4a ```a BETWEEN SUPPORTS ►►►777 UTH 00476-IN. (W-MIT) STUCCO 1S LAP • LAT" CUT AND OVERLAP ONE BIDE OF URE AT INTERVALS NOT a• LAP •PAPER SELF -ADHERING MEMBRANE MORE THAN S' (229-MM). FLASHING CUT AND OVERLAP ONE SIDE OF AS PER ASTM CI069. STEP '1 $TEP 02 FLABNItYaHERING MEMBRANE O L— )Naar®• - A O L FOLD *K Men • Pr. A Ylil_f 2a.A..aPT. F ARS PIPE PENETRATION DETAIL (FRAME) • ® ® 4 KIC KO UT FOR LAYERS, TEAM HORIZONTAL LATH DETAIL MAY BE PATCHED & PAPER DETAIL 3A WA40UBE II.RA"e TAPE PER MN.T.S. A2UPS . PEC. OR �a Y F•q•D PEEL 4 STICK { g WOOD SHEATHING OL roL° as Alm . ® L row wLaw . n. A OR CMU [! PTA 2.CIa.ASE WR5 LAYER ol, '' C"EA°E • �'' .. CIwAM • Pc c STUCCO WRAP (FRAME ONLY) 2, CREAN.R.0 A. FOLD M. L o+ele R. 0 TILL Pr. C rouses ® O°T701KANW ® THICK, 3 COAT CEMENT PLASTER(ASTER), M) COAT LEGEND CEMENT PLASTER (CMU) tl+ l METAL LATH (FRAME ONLY) ® ca. ® LAP WR5 4 TAPE OVER DRAINAGE PLANE (WR5 ROOF/WALL SCREED Yr UATM T LAYER 011, STUCCO WRAP) UAL. M". GG bmcut. J' THICK 3 COAT CEMENT Z 5'X5' 'L' TYPE CONTINUOUS WRB LAYER 112 C FORT I F I B E R— PLASTER lRaMM). '2COAT L Z GALV. METAL FLASHING n (NAIL TO ROOF DECK, NOT BUILDING PAPER) uROLAYER 4 PORrFIBER WILDING PAPER eFAAr� CN.YI �- WALL SHEATHING) WRO LAYER M, —CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X Tin BTueeo LRAPIFeasor�n INSTALL WITH ROOF CEMENT SvaDIV. rk LOT: SILVERADO LOT #9 BLK #16 PROJECT* 03719.001-09161 MODEL: 2795— F GARAGE OWING: RIGHT ""WALL ASSEMBLY DETAILS uP uTum cF aWLc Na wvr 150 MPH EXP B 'F( �yY_ ovBe NAILMo 0.MtlE, sTCF STUCCO RC ITE ` ERUM X OR CM i CEMENT WOOD OR -1/Moll ZIP WALL J �v .,,,,,ALLKA,,,.,, b I ROOF PER ELEVATIONS 12) SHEATHING C KART SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION rEL1 uoOaLAYraHr —e �' °,a y �* R-IO3.-1.1 / ASTM C-a4l-14a, MIN. 2,5 LB5. PRIM 061019121 txxNaLE FGVFlYi o~O VL ern A PER SQ. w Rya . DATE: YARD (UTILITY OR NOMINAL SCALE: 1/4"=I'—o" own• 6Tal. °eEla_Ar 3, y' LATH DOES NOT MEET 5PECIFICATION5) SHEET FAecu ww• bTM ° �Y O"L" FLASHING /� 5 N.T,s.A1 A R 6 N I T R 6 T i INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECUENCE OF FLASHING TO BE, X: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED f: OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT i WATER AWAY FROM JOINTS. X± E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS 4 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, 4 CAULKING - JOINT ALL AROUND I I I I _ PER SECTION R703.7 I I Exlerlor la ling and Dke ng I I Exterior use of pordand cement plaster BACKER ROD shall comply With the application requirements of ASTM C 926-18b. X. .X: Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, ' orASTM 1787. WRB LAYER -1, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER M, STUCCO WF2AP LAYER'!, FORTIF15ER BUfLDING PAPER WOOp CONSIUCTION -METAL LATH a' cm VINYL CASING DEAD W RAISED BAND V TO J9 MID -WALL _ DEEP SCREED 61 WIDE STRIP SELF ADHESIVE BASHING, CLEAN MASONRY BEFORE AF'PI.YING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER — - — - — - — — 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 R'103.1.1 / ASTM C-841-14a, MIN. 2B L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH b' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER • FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER / UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.TS. ELEC. METEF VERIFY LO HICCK IV 1CCliCIVG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD �\ VERIFY LOCATION WOOD CONSTRUCTION WOOD SHEATHINGS WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIF15ER BUILDING PAPER j' THICK, 3 COAT CEMENT PLASTER V TO *V MID -WALL WEEP SCREED SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER ry, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT. NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER h, STUCCO WRAP LAYER 02, POWIP15ER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRICTION . �— FINISH - WOOD FASTEN TO WOOD STRUCTURAL MEMBER - l' O.C. MAX a• GMI A• TO )p MID -WALL WEEP SCREED 5 i 6' WIDE STRIP SELF ADHESIVE FLAS14IN3, CLF_AN CMASONRY BEPORE APPLYING V FINISH - MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #3 8' WRM LAYER el, STUCCO WRAP WRB LAYER M, STUCCO UIRAP APPLY 60 MIN GRADE 'D' FELT MEMBRAMBRAFLA NE SHING FLA ® M—SELF-ADHERING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP U1R5 LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 AN ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH W!�j STEP #5 STEP #ro ELECTRICAL RECEPTACLE Group LONGWOOD, FL 32,jPH: 407-774-6078FAX:407-774-4078 W W W.abdesigngroupx AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886.2602 �innuu SUHDIV. & LOT SILVERADO LOT #9 BLK 16 PROJECT* 03719.001-09161 MODEIA 2795-F GARAGE SWING: RIGHT "'WALL ALL ASSEMBLY DETAILS 150 EA B WOOD CONSTRUCTION �i'♦' HAT CHANNEL LTYPE'X'DRYWALL WOOD SHEATHING EXT. WOOD FRAYED WALL WRB LAYER M, SUB -FLOOR DECKING STUCCO WRAP UJRB LAYER 2, FORTINBER PRE-ENG'D TRUSS BUILDING PAPER i' THICK 3 COAT CEMENT HEATHER RESISTIVE BARRIER 41 PLASTER WEATHER RESISTIVE 6' SAF. 0 TOP OF WEEP SCREED BARRIER 2 TO SHEATHINICs BEHIND WEEP SCREED J' TH�1C3 COAT CEME4T 4' POSITIVE DRAIN HCEP arocen METAL LATH -- --- WOOD SNEATHMJG! WRB LAYER 01, STUCCO WRAP-i-�-`-� THICK 3 COAT CEMENT �` �` Y. GAP FOR BACKER PLASTER i p� I ROD 4 SEALANT -- ' V SELF-ADHEREMGA. ' FLASHING WRAPPED • TOP OF VEEP SCREED PL BTGEKR3 GOAT CEMENT VINYL CASING, BEAD TO SHEATHBELOW 4'POSITIVE DRAIN n ee arn¢en VINYL QQIiNER READ "I, WATER PROOFING Ist- jCv ` ?= I UM LAYER -1, STUCCO WRAP Ho INFIELD VINYL CAAWJ(i BRAD (6HOWN FOR CLARIFICATION OF LAYER (2 LAYER PEE ii ; ,-c�:�,+. T� , • ' �I SEPARATE ACCESSORIES ONLY) 4 STICK) . ; WR8 LAYER 2, FORTIFIBER BUILDING PAPER 6' SELF-ADHEREING C •I, / FLASHING WRAPPED WRB LAYER STUCCO WRAP • DER OF CANTILEVER CO Al**(,-UF=-TS0 STOM CASING BEAD 1 I/u 4' %z IIiFEP POSITIVE DRAIN SCREED 0 CANTILEVER DRIP EDGE NO GAP M FIELD (SHOU.N FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL. ® CANT. SCALE: I I/2' • I'-0' NOTE; METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-84-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8, TYPE771 W/TEXTURE FINISH }' THICK 3 PLASTER VINYL CORNER BEA VINYL CASING BEA 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PANTED FINISH }' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION RESISTIVE RESISTIVE 2 THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITCN RESISTIVE 41 RESISTIVE 2 a' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED NO CAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11E RIP EDGE INSTALLATION FINISH LAYER (2 LAYER PEEL 4 STICK)—\ 6' PEEL 4 STICK - DRIP EDGE TO DECK I NXI %' P.T. OR SIMULATED WOOD (TREX) FILLER, CONTINUOUS WATER PROOFING k! I LAYER l2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK a DRIP EDGE TO DECK- 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET M FULL BED OF SEA1ANT,14' MIN. SPACE FROM DRIP FACE TO TREX A' GAP FOR BACKER ROD 4 SEALANT WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 2 DECK MEMBRANE, EXTEND OVER DRIP V X V 26 GA, GALV. METAL DRIP EDGE .SET IN PULL BED OF 6EALANT, A' MIN. SPACE PROM DRIP FACE To TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROI'1 BALCONY DECK TO CANTILEVER JT ICK3 COAT CEMENT AS METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION OLUMN SHEATHING EAT14ER RESISTIVE (AIRIER 41 EA�THER RESISTIVE IARRIER "2 SAP. \ PEEL 4 STr_K -I J6'xV 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT .1 JI' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y)' MIN. SPACE FROM DRIP FACE TO TREx WEATHER RESISTIVE BARRIER 41 WEATHER RESISTIVE CARRIER s2 EXTERIOR COLUMN COLUMN SHEATHING u I A'xl V P.T. OR SIMUL/ WOOD (TREX) FILLER CONTINUOUS Y: GAP FOR SEALANT OPT. BACKER ROD. - . MODIFIED w 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH k THICK 3 COAT CEMENT PLASTER 6' SAP. I Jb'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I JI' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JS' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER a' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING A -POSITIVE DRAIN nceo eree:En LEGEND DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER — — - — - — - — 5UILDING PAPER) METAL LATH x—x—x—x VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASI�BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (Wf"L" FLASHING) SCALE NTS WOOD SHEATHING 2x FRAMING MEMBER rk THICK, 3 COAT CEMENT PLASTER 2 1/2' rrmlER BEen FASTENED TO SHEATHING • T' O.C. MAX. C s WRB LAYER "I. STUCCO WRAP WOOD SHEATHING METAL LATH U1RS LAYER 2, FORTIFIBER BUILDING PAPER � ,� � CORNER BEAD ® FRAME 1 T C1 2 1/2" CORNER BEAD (FASTENER 4 SPACING 9 T O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WR5 LAYER 01, STUCCO WRAP 5TUCCO WOOD OR/l(" ZIP WALL SHEATHING SELF—ADHESIVE FLASHING — — — — — WRB LAYER "2, FORTRBER BUILDING PAPER-1 METAL LATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE WRB LAYER R, FORT BUILDING PAPER METAL LATH J' THICK, 3 COAT CET PLASTER &'SELF -ADHERING FLASHING DRIP CAP - WINDOW FLANGE SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH l (EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 15B CASING BEAD ® WINDOW FRAME, NO BAND) arwi n. ecUnww nwuwn ULVU. LONGWOOD, FL 32750 PH: 407-774-6078omFAX: 407-774-4078 www.abdosigngroup.cAA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 MS-2628 FAX: 813-886-2802 0 N4 O SSJSDIV. do MMI SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 DLODEL 2795—F GARAGE SWING: RIGHT ""WALL ASSEMBLY DETAILS 150 H E . B WOOD SHEATHING —\ WRB LAYER 01, STUCCO WRAP —� WRB LAYER e2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING-) FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE 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) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, FORTIFIBER BUILDING PAPER T� METAL LATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW 15 C ( FRAME, W/BAND) METAL LATH WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIEiER BUILDING PAPER ! WRB LAYER "I, THICK, 3 COAT CEMENT 5TUCC-0 WRAP PLASTER ;- WRB LAYER 02, FORTIF15ER VINYL ANGLED i BUILDING PAPER CASING BEAD METAL LATH VINYL CASING BEAD i J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD (?�) RAISED 17A BAND (FRAME) SCALE: I 1/2'.I'-rD' Y.' GAP TYP CASING BEAD TO TRIM Ix TRIM MEMBER e STUCCO TO SIDING TRANSITION SIDING-7 WRB LAYER h, STUCCO WRAP j' THICK 3 COAT CEMENT PLASTER METAL LATH IUR5 LAYER R2, FORTIRBER 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 SHEATHING - WEATHER RESISTIVE CARRIER "1 WEATHER RESISTIVE b;?( Y�� CID@ PLASH4MG-ADFIERNG STARTER STRIP GALV'D METAL 'z' FLASHING Q L�III �t1EIRUIG LLEAT ER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 R. I A SELF -ADHER9•Y GALV'D METAL Z' FLASHING if p30D TRIM MEMBER \ EA¢ / \ / UIaOD TRIM MEMBER I \ ` BEAL GAP W/CAULKING OR APPROVED SEALANT 4DJC6. CASIW, SIDING TO STUCCO OOEEAA22 ® BLOCK TO FRAME TRANSITION 9 - NOTE: METAL LATH: LATH TO BE PER SECTION R*103.1.1 / ASTM C-84-1-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BEYOND 6• SELF -ADHERING IIX70D BNEATHIIN' / FLASHING WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE \\ LAP WEATHER RE&STIVE /// / 6DAMRIRNIER TOP 'z• BARRIER 2 / 1 of FLASHING Ya LAP SIDING V@AL i WEATHER FM616TIYE W SELF -ADHERING �\ 'T BARRIER 9 FLASHING - / WEATHER RESISTIVE BARRIER Q STARTER STRIP \I \ \ GZALLVIIMETTAL I\ 'FLGALVO OR METAL 'z' FLASHING WEATHER RESISTIVE MAROM N TO LAP IIIDOC TFIR FEI'1DER \ CF 'z' FLASHING E•i BEm VINYL GABMC. f_ Y�4' �X� 6' SIMULATED (WIV FLEXIBLE PVC / I YIPOD TRIM MEMBER BACKER ROD) \ / I ' SELF -ADHERING 6' SELP•ADFERING I I I FLASFNWWCs FLASHING \ ' THICK ASTER \`\ I OR GAAPPROVED SEA T PL \ t.�{:: WEATHER ER�816TIVE ISP W/CAULK TIER-1 RESISTIVE WEATHER RESISTIVE a-i 9EA0 VINYL u BARRIER 2 BACKER FLEXIBLE PVC ROD1 SIDING TO STUCCO WAA. MTN M17SI6TVE ® FRAME TO FRAME 19 TRANSITION — LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 62 (FORTIF15ER — • — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR i/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH 1 i. WINDOW FRAME 001 / WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYLE-Z BEAD VINYL CASING (WIV FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME %'4' GAP TYP CASING BEAD TO WINDOW r I' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 62, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/-%o' FLEXIBLE PVC BACKER ROD) zL MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP ; WRAP EZ BEAD WINDOW CASING A R C N IT RCT>j 6 Grouw0n�D. i n. rtvnww rteswwry ew LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abdesigngroup.mm AA M 0003326 u. DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813886,2802 sUBDIV. 2Je LOT SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 MODEL: 2795-F GARAGE $V#MG: RIGHT "'' VALL ASSEMBLY DETAILS V. 150 WH A B CARE StKKILD BE TAKEN IN KEEPING THE VENT PROPERLY 4', 6' AND 1P SIgWN IN Y GALVANIZED ALIGNED.VENTPIPE IS SEALED IF UTILIZED. NNL IN PLACE USING 1.1/4' NAILS AT EACH CORNER. ROORNG $RENT SHOULD BE APPUEO TO ALL SHINGLE EDGES NEAR THE 14�IMA710Y OUTER EDGE AND AROUND THE ENTIRE PERMETER AS CUT OUT THE GOOSENECK VEM OPENING IN THE ROOF SHEAl111NG, SIZE THE OPENING IN ACCIXiMNCE W4 THE RECONMENXED IN SEVERE WEATHER COASTAL CONSTRUCRON ZONES. CHARTSHOWN. IN THE EVENTA MECHANICAL VENT FAN IS USED, SIZE — VEM OPENING IN ACCORDANCE VATH VEM FAN MANUFACTURE'S PIPING CONIECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. Was INTERFERING SHNGLE NWIL3 MOUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO TE ROOF STEAM— WOE THE TOP AND SIDE FLANGES OF THE VENT W AND UNDER NA VENT FIANCES TO LAY ON TH TOFOp ESHINGLES. THE TOP OF THE SHINGLES. F� o ROOF HOOD VENT DETAIL SCALE- NITS CUT NOUSEWFAP AT IS,' ANGLE MODIFIED 'I' CUT IN wouew RA.P LINE OF WINDOU OPENING APPROVED HOUSEUEItAP OVER SHEATHING OVER 110 STUD WALL STEP 1 INSTALL 6'— SELF-ADFERMG FLASHING OVER NAILING FLANGE AT JAMGS EMEND FLASHING MIN I' BELOW DILL \l/\ PLEXIpLE IL46IM14G1 DO NOT SEAL OOTTOM FIN STEP 6 TEMPORARILY — FOLD -UP 4 SECURE NOUBEWIIIAP (OR THICK FLAP UCIM .t HEAD POLO HOU6EYRAP- IN AT JAMBS 4 BILL SLOPE SILL RO. TO EXTERIOR FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE IEXRND FLASHIN I4P NG PLASHING MIN BEYOND JAMB PLASHINASH`HG INSTALL VINYL DRF CAP STEP 2 STEP 7 PIPE AND OVER FLANgE ALIGN FLASHING UM INT, EDGE OF SILL RO, 11E0HANICALLY FASTEN FAMED EDGES.(CAP NAILS, STAPLES) "TALL OUPONT K.Z)d RAP AS TF PLA04NM AT THE z PLUMBING VENT DETAILS )F SEALANT AT A'!S AND HEAD UPPLY TO RACK I XNDM NAILING LANGE IN LINE UM 'RE-PUNCNED IOLES OR BLOTS. EVE ADHESIVE - .XIPJLE PLASHING VVIR 0" CAP ECTO-URA, EOUIV) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 4 W WIDE VALLEY FLIISHNIS —OR HEAVIER FELT UNDERLAYMENT ASPHALT CEMENT CEMENT II ENNOOFSSHI FNGLLEE N D OHI XTENOENDSHNGLE AT LEAST IV BEYOND VKLEYCENTERLINE 'CLIFPEDOFF CORNER AT 45 DEGREES • HNGLES TRIMMED Y BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NITS APPLY ON IOU(0 MQUAL)SEALANT 4 WINDOUMCM61 JOINT. Mao APPLIED FLASHING(LANCO UNITE -SEAL FIC-SE OR 90141 SLOPE SILL TO EX I. IT 16 THE CANTACTORS RESPONSIDILTY TO VERIFY THE COMPATIBILITY OF ALL PRODGGTS N-WDMG HOISEWRAP, SEALANTS 4 SELF -ADHERING FLASHING, MATIEM" USED DURING, CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MAMFACTUREIE MTTL41 SPECIFICATIONS WP.mINSF SEALANTS MAY REACT ADVERSELY IF NOT COMPATOLF NOTE, CAND SEAL JAMS TO SILL JOINTS, WITH DOW 11S9 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION CELOW THE WINDOW OPENING INTERIOR PERIMETER OF ONDOW WITH SEALANT L IT IS THE CONTACTORS, RESPONSWLTY TO VERIFY THE CO'TPATIMILITY OF ALL PRODUCTS INCLUDING SEALANTS 4 6ELF-ADNERN3 FLASHING MATERIALS USED OURSGF O"TRICTION. 2. FLA614MG AT EXTERIOR WINDOWS AND DOOR OPENINIGS SHALL OE NSTALLED M ACCORDANCE WITH MAMFACTURERY INSTALLATION INSTRICTtONB AND APPROVED METHOD I.I OF FOC W703A U IN ACCORDANCE WITH RMSTRATION MA4FACTURER'6 INSTALLATION AND PLASHING INSTI% ONS. WAHTINGI, SEALANTS MAY REACT ADVERSELY IF NOT CO9PATICLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCAL& NT6 A R C H IT It T S Grou�l� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 00 FAX: 813586.2802 X,2 06/09/21 SHEET WA5 2x6 SUB-BANp W/I'x4' NOTCH g END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE\\ I\ 1/8' TEXTURED i \ FINISH m WOOD I \\ 2x6 sue BAND-/ 1/2' TEXTURED 11 \ FINISH 6 CMU \ METAL FASCIA \ WRAP Ya' FROM \ STUCCO, I' FROM \ \ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ \ �l © PLAN 5- 1/8' TEXTURED FINISH • WOOD, 00 I/2' TEXTURED FINISH a CMU METAL LATH WOOD SHEATHINGS OR CMU WRB LAYER fl, STUCCO URAP(FRAME ONLY) WRB LAYER 02, FORTIF15ER EUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT �\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED �\ \\ FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH m /WOOD, 1/2' TEXTURED FINISH * GMU 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT is WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/Vl'x4' NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x / x x x x// SUB BAND DETAIL @) WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN§'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY OR CMU KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH o END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A RCM I T R C T• GWon 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774'SO FAX: 407-774.4078 www.abdmsl�gngroup.com AA F: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813-886Q802 .71 DATE- 06/09/21 90ALE: 1/4"=1'-0" SIRE�dd E�TT A6 of 4 o iu 0 •4" 18'-0" J— — — — — — — — — b F2-30X30 c' I F- 4" CONC. w LL SLAB m ya e lV 5'-10" 9'-2" 4'•4" *3 1/2" TFFM-16XIS EXTEND SLAB 1 1/2" m '11 fAt- I m1a _ 3 1/2" D„ 3, 5„ 4" CONC. SLAB Oa 11' 0" LL FM-18X18 — F1-24X24 �1 —TFE1 _ aNf HIM �RI• o ////pllo /////lo R�lo R�,aR�Io 1//1�4/[1110 I" 5 j,4j 2'-8" 10'-10" EXTEND SLAB 1 1/2" 11 N 1.1 N Fi-24X24 0 � FMC-18X18 I Fv 4" PVC / CHASE�� / t? Q I rn � 1" PVC CHASE w FOR ELEC. 0 o Lj ISLAND TOP OF SLAB a X-7 I LE-1 J b L12 in m i" I �I" LL 20'-8„ I 4 4 tV n I I I I I o I — — — TE2 — — — — J �•51/7' I W a I O UI �ILL m I ---4 4:71/7---- 1' FM-i6X18 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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,GINDICATES #5 BAR, GINDICATES #6 BAR,MNDICATES#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-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W1.1-1.4 0VER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 i6" CONTINUOUS IS, - (2)#5's FMC-16x18 16" CONTINUOUS 18 - (2)jig's #51N CURB VARIES Fi-24x24 24" 24" 17' (2) #Us (2) #5's -)8" BELOW GRD TE-1 w SEE PLAN 8" - (1) #5!. TE-2 B" SEE PLAN 8" - (1)#5's CWC-12X12 12" CONTINUOUS 12" - (2)#5's #5 IN CURB VARIES F1.30X30 30" 30" 1T (3) #5's (3) #5's (-)8" BELOW GRD F2-30X30 39' 30' 17' (3) #5's (3) #5's - 12" BELOW GRD FOUNDATION PLAN SCALE: 1/4" = 1'-0" A R C M IT / C T It _ Design PH: 407-774.6078 FAX: 407-7744078 www.abCealgngroup.mm A1#:0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 439 BEAUMONT CENTER BLVD. 6UITE 1004 TAMPA, FLORIDA 33634 5 1PH: 8134386.262a FAX 813S862802 �engn�� SLJHDIV. & LOT SILVERADO LOT #9 BLK #16 [PROJECT# 03719.001-09161 MODIM 2795-F GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 150 PH W. 30" MIN. EACH WAY MONOLITHIC FOOTING Z I y STEEL REINFORCING IN GROUTED m STEEL REINFORCING IN GROUTED �-- CELL SEE PLAN FOR SIZE AND < a CELL SEE PLAN FOR SIZE AND • EL SPACING REQUIREMENTS T SPACING REQUIREMENTS v: W '.. . Od, FM—. ea O N e"CMU WALL Oo 8"CMU WALL ° 1 LARGERBAR Is POUNDATRON Z I N WIMH 30EG EACH o +- 0'-0" "� +, 0'-0" ° WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS -_y,--. MATCH AMOUNT OF CONTINUOUS BARS I ° ° 4 EXT. PORCH SLAB ^ SEE SLAB SCHEDULEy BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE �� I°I. ILL °' a CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1Y2" ISOLATION 6" CHAMFER (2STORY) N3 18" W/ 1/2" ISOLATION (1-STORY) CHAMFER r7rAR JOINT (WHERE i • APPLICABLE Z p4 24" SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) °CHAMFER (25TORV) iSCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 36 XD, BAR SIZEDIFFERENT NUMBER OF CONTINUOUS BARB PROVIDE THE LEAST AND BAR QUANTITY QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO p7 47 v EXTERIOR MONO -FOOTING -„EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION scALE:34"=ra @ GARAGE scALE:3w=1'-a' CORNER BARS DETAIL 3 SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, C O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL Wl PLAN GARAGE DOOR RECESS W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYPul to p 6+ Lu J I 0 No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ Lu W S m NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/7k9" WEDGE ANCHOR W/2' tWi! O O a SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHERSETIN HIGH STRENGTH rn Z' CAPPED GALVANIZED PIPE K 5 EPDXY. MIN. EMBED 0_ I d 8", LIND PLATE EPDXY S1I1' EMBED. MIN. 16" OC SIMPSON SPH4 OR SPH6 MAX. CURB FOR W/FLANGE C BASE 6 a FOLLOW ALL F. BTM AND TOP PLATE MASONRY UNITS SET co K I SPECIFICATIONS FOR USE AND ANCHORS W/ 10tl x 11/Z' 7�0+ AT ELEV: 4 M = F- PREPARATION OF (Z7 HOLE. COMMON NAILS FILL ALL HOLES, DO NOT USE 10d LU x 3' 0'-a' SECURE FLANGE TO SLAB SCHEDULE Q SLAB W/(4) 1/4" X 2 1/4" [SEE TAPCONS TOP OF SLAB ... ; PQ- a.� ` RECESS AROUND GARAGE 4"CHAMFER(1-STORY) TORY) 8" CHAMFER (2-STORY) . ♦ a. l' ' ` OPENING l w SCALE: 3/4"=1'-0" EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL LAP 48 W/ 16dTE COM.OF NAILOP NA COMMON VERIFY HEIGHT SCALE: 3l4"=1'-0" BOLLARD MONOLITHIC FOUNDATION NAILS ,AND -ROWS, OF WALL W/PUW 5 SCALE: 3/4"=1'-0" 6 SCALE: 3/4"=1'-0" (W/ UPLIFT) LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/1W MASONRY NAIL 16" O/C STAGGERED. LAP TOP PLATE A MIN. OF 49' ADDITIONAL METAL AND NAIL W116d COMMON CONNECTORS NOT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED REQUIRED WHEN NO LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND /n UPLIFT IS PRESENT. SPACING REQUIREMENTS W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z 0= � SEE SLAB SCHEDULE WALL W/ SYP No 2 STUDS SEE i 4 PLANS FOR SPACING. SINGLE ¢ +- 0'-0" BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0. p }} TOP OF SLAB . e 7 ° PROVIDE DBL. TOP PLATE 1S' O/C STAGGERED. �— ADDITIONAL METAL m U ° ' _4 4 CONNECTORS NOT -� -. REQUIRED WHEN NO 0' y UPLIFT IS PRESENT. O 8" CMU WALL POURED LINTEL CONT. (TYP.) ° ',gip. 8"CMU FILLED CELL (TYP.) EQ. EQ. EE SCHEDULE TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING FOR WxD, BAR SIZE [/�—.• AND 134R QUANTITY SLAB SCHEDULE 1/2" DIA. SIMPSON ST02 BOLTS 5" TOP OF SLAB Z ? o MINIMUM EMBEDMENT INTO INTERIOR R CURB FOUNDATION WOOD WALL •*. "ISOLATED" COLUMN PAD I}� GROUTED CELL 4" FROM ENDS AND SCALE: 3/4"=1'-0" (NO UPLIFT) ° 4• m 4 CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16'O.C. VERTICALLY MAX ,, ri-.=3�. FOUNDATION AND SLAB SEE SCHEDULE 4 • SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY V4RIE8 8' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO— INTERIOR FRAME BRG WALL TO FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) SCALE: -4- '-0" SCALE: 3/4"=1'-0" �C otnuoHr. - z� u �SHOWER RECESS FOOTER SCALE: 1"=1'-0" N 6 N IT N C TN1 6 Grouplt. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407-774-4078 www.abdeaigngroup.com AA #: 0003325 , DDGROUP Y: A.B. DROUPDRINC.5439 BEAUNTER BLVD.4TAMPA 33634PH: 628FAX:.2 7 SvsDiv. as LOT SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 MODEL• 2795— F GARAGE SWING: RIGHT PAGE: DETAILS 150 APH EXP. B 4" Lo 15'-7' is iv 22'-10" 15'-4" °J 26-8" v 4'-10" 0 bi b e� b e N iN io N 0 (V M 0 f� M Y a iN a b N 0 v a lik io V b Yf w io 9' lV a v M '4 1n M � �Z Q U� N Jw U J LLa q lh 1� o � 17' 4" 4'-4" Ell tY DOWEL PLAN 1 -0 SCALE: 1/4" - V-0" 1'-8" 19'-0" -.4 A I C N I T N C T S _ D is PH: 407.7746078 FAX: 407.774-0078 www.abd eelgngroup.eom AA #:0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-888.2628 FAX: 813.686-2802 00 OIIII�N 91�1111113 I F. svHDIV. & LOT: SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 MODEL. 2795—F GARAGE SWING: RIGHT PAGE: DOWEL PLAN 150 MPH EXR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM 1 VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION e A I - TIET/ERTICALREBAR 4 . a TO HORIZONTAL REBAR W/10"HOOK �L BAR SIZE 4EBARDIA. Z#3 0 #4 #5 #6 #7 HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=T-0' z Z i OFFSET METHOD CONTINUOUS ul SIZE METHOD HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=,'-0" #5BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES k MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.abaealgngmup.cam AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE ID04 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813.886-2802 OU33DIV. & L.OT: SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 MODET- 2795-F GARAGE SWMG: RIGHT PAGE: DETAILS 150 APH EXP. B D TE 06/09/21 SCAM 1/4"=1'-O" 8iiEET S1.2A f� n",="-----,---BF -1T/OM/1B----"«,.�—.,.m.—,»----BF16•iTIOMOB-------®---—mF18-1T/OM/18-----� 12'-0" 1 iii i F ILL 4 LL � i I 1 m AH7 i % i 0 i b ✓ 4 i "a ! �% i ii A C ii *�myii i E I I I , I I s I I I I I I I e I 1 I I 8 i I 6 i I jp UNO, PROVIDE BB1 WHERE" i si +. ROOF TRUSSES BEAR, TOP °^> OF WALL EL. 9'-4", UNO. �a nF" wed ,$ � 1T/OM/OB .k T/oM/O ,i 9 I f I 3 I �k- i $a SF36-lT/OM/OB i t i 3 8Fl6-1T/OM/OB In.. .". "..,. t'$ d°i �I i^° ,fi fey g * i % 3 i d 8F36-lT/0M/1B gyp. 17,t LIFT BEAM PLAN SCALE: 1/4" - V-O" 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/T' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 Q 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 DE81CR1PT,ON REMARK Q (2) 2X12 2Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / 8.01. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Fc (psi) MH' REINFORCEMENT STIRRUPS REMARKS S BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID A R C N I T t C T 11 6 Groin 341 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdwigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 61"86-2628 FAX: S1j::6j2802 Si78DIV. .1 LOT: SILVERADO LOT #9 BLK #16 PROJECT* 03719.001-09161 MODEL 2795—F GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH E B A-X"N-r 06 09 21 DATE: / / SCALE: 1/4"=1'—O" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8111, m 1>a 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND IleAS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 9v6' jp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH 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 1a TOP OF THE LINTEL. / A - 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.8 VERTICAL REBAR W/ 10' HOOK 5 �Q ' PO F� Bxl6 DEL. BOND TOP OF BAR BOND BEAM SE EACH COURSE \r\G 8x8 BOND BEAM TOP OF • W/(1)#5 BAR .y�; BOND BEAM 30" TYPICAL FOQ�� F=FILLED W/ GROUT .�\1.0 U =UNFILLED GROUT SOLID FROM TOP �1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 A\ 16-1 T/1 Bx8 PRE -CAST CONCRETE EQ NOMINAL—�� Wl 18ARB LENGTH FLINTEL WIDTH OF MASONRY Q HEIGHT # OF #5'S, TOP 6 OPENING-2' BEAM DESIGNATION CORNER IT ISTHIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 REINFORCING OF BOND BEAM THAT XFXX-iTIiM OB INDICATES A DOUBLE BOND BEAM #OF #5'6, BOTTOM BxB PRE -CAST CONCRETE SCALE 3!4"=1'-0 1 AND XFXX- 1TIOM100 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT SCALE' 3!4"=l'-0' TO PLAN FOR LOCATIONS AND XUXX - 1T/1 MrDB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE SOO MIN EMBEDMENT 1 SINGLE BOND BEAM lbV) W FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT AS SHOWN 3 2x6 (MIN 2 X 3) 2J/16 TAPCON PRE -CAST ." 19' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4") 6' SLOPE FROM EACH END AND 16' 1-1/4" EMBED ENTN 2x8 (MIN 2 X 3)2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") W FROM EACH END AND SECURE TO SHEATHING W! /7/16'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK. EA END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWALL SILL CONSTRUCTION CORNER BARS � ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE'11/2"=1'-0" J SCALE 34"=1'-0 3 SCALE: 3!4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM I u II I�ex8 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 1' ' LINTEL. CHANGE IN //ILflly ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3!4"=1'-0" 1RCR IT10TR, 6 Grow 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdeaigngroup.c AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813386.2628 lik FAX: 813-82= InII�IYI annmr� Summv. d4 Lotil SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 moDEI1 2795-F GARAGE SVWG: RIGHT PAGE: DETAILS L H E B 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 LT A2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0.0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 STM. 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. c R w w w w w w w w w w w w w w a D uk3 w 0 J 0 --n--�i--Ir--m---n----Ir--m---n---I �Iry n CJ' ; q N II q N II N N. N N N II II N qr_�--LI A--O — ry-- CJ1 CJ3 u n n n n n n x n x x x n n x n n n n 11 n e CJ3T N N N N N N N N II N N N N N! N N N N N I CJ5 ka: II II n It 1B x n n It it n it n ni It n n n x =� CJST I � AHI I I I I TI- 3 y I ------------- 3 s=—ems=_ _ `�'1=—= =�iiimiiiiiii—_ __ __�=_Essma11IM111111Ma= allow _-Samm—'-SmEasamam=-EEEM 22X I I I I I �a.a=xmma�s=�z=�zalz =asaeaeas vav:.asesse�zaea=avv®e=zm I I I I I I "la:a=aeaeavavai:a=s = ae fia36�,�::==�:versa=sz=a:v�sv=� i ATTIC I ---------_ -- I I �aea=a=sea=a=ale---- =sea I I v>�za==�zazzzs=a:yea=.z ea=a=avazaya=aeazarve� I I are= ea=a=a---- ---- ems=a�® I I ea=sea=a= ==yea=aeaeaslaea===�=a6a I I s I I _— =J �ssaea=ap=aeves.a=a=a= :®: _ :=.a=a:ass I PREFABRICATED ROOF TRUSSES 024"O.C. MAX aeaeavm�eeeea I I e==®ea=see�:ae==a=aeaea: erase==�=seas:a:=sea=aka I I I =:as :yea=�:aza:a.aeaea�ee= I I yq I I I I a= L----------------- J g ==ea=sea=— r l :zs:®=a=aeee�= easl I I I evm:sear:= sasael l I eaeasa= a��_seaJ GA GA il GGEA La ■) � Cil llmi-I mmFOR14'r-1 �� 4iUC-48 (MAX) (2) 2X8 IBM TO COLUMN w/(2) HETA 16 (4 TOTAL) (2) 2X8 TO TRUSS w/ 22x54 =azavae I ATTIC ACCCE_SSa:==a:ae z (2)H10A (TYP BEARING WALL) AH9 AH11 AH13 AH 15 AH 17 AH 19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 AS A5 AH23A AH21A AH 19A AH 17A AH15A AH 13A AH11A AH9A _—=-- _____= CH9 CH7 n n n n Nw wq wll WII _CJ5 CJSo CJ3 = II u n It I CJ3 CJt II--JL--In--�--u--'.�I---u--u CA -- -- — -- — -- -- �s " y FRAMING PLAN 0 'w w w 'w U O U �� SCALE: 1/4" = 1'-0" A a C M I T a C T a 6 GItoouuMn LONGWCOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdealgngmup.wm AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. (5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686-2628 FAX: 813.888-2802 sysniv. ae LOT: SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 MODEI.a 2795—F GARAGE SWING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP B 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }'NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 t' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER 1x2, 21 WOOD FASCIA SEE ARCHITECTURAL Zx SECURED W/ (3)16d GALV. COMMON NAILS. ix2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACIUTATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 1B 1C TYPICAL TRUSS/ SCALE:34"=1'-0 GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE ENGINEERED WOOD TRU 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 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR lx2, 2x WOOD FASCIA Z SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 112 SECURED W/ 10d MASONRY BOND GALV, COMMON NAILS BEAM 1T O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR 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. Ail) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HO TO CMU AND (12) SDS f' x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) BOB }" x 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) ¥' x vrITEN HD TO CMU AND (18) SOS J' x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, B'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.) �o B ter. TYPICAL ROOF "� `v GIRDER CONNECTOR(S) SCALE: LSTA1220 GAUGE W/ 10dx1Y2 HDG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER iTT4 W/ 5/8" A.B. WITH SIN. P' EMBEDMENT TO SLAB 8 (18) 16d x 2x4 OR 2x6 WOOD BEARING LONSLAB S TO POST., WALL W/ SYP No 2 STUDS SEE IT DIRECTLY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD. ea' . PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE wl (2) 16d TOENAILS DOUBLE TOP PLATE FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE 3/4"=1'-0 (NO UPLIFT) OUTER 1/3 ( SPAN ONLY PLATE DEPTH 114•0 —HOLE EDGE >5/8' —HOLE DIAMETER <2/5'D SGL. STUD STUD NOTCHING AND BORING LIMITS O SCALE: 1 12"=1'-0" EDGE >5/8' HOLE DIAMETER <3/5'D DBL. STUD GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4"=T-9' NOTE: 7--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 BOLTU-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) $141 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. 1) - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLTIJ-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) 34' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER � o� ATTACHMENT DETAIL D SCALE: 3/4"=T-0' # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 l/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT 12) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4"x 2114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE.ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 7' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0' 8'4" MAX (W/1X4) FOR 10'-0" MAX (W/2X4)* (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d ® EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 30'-l" TO 60'-0 (3) "X" BRACESECURE 0'4" TO 30'4' (1) "X" BRACE2(2)10d's@EACHTRUSS 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0' O.C. (AT SHEATHING SEAMS) 2x8 PT. PLATE (1) "X" BRACE @ CENTERTO BLK WI lr2 DIA. (2) "X" BRACE DIVIDED EQUALLYANCHOR BOLT W/ 7' FROM CENTER TO END.WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6' SEE ARCHITECTURALMIN, EMBED. AT 32" OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8' BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG)CONT. 2x4 SECURED W/ MAY NOT BE REQUIRED TO BE INSTALLED 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. . . lx4 BTM. CHORD BRACING 8-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-01 O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. ( 1 v BTM. CHORD BRACING SCALE: 3/4"=1'-0" & EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/7' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE El Ej PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF W-a*. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °D CLOSER THAN 8' O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE SOLTSIZE 6EDGEWACNG CBRRALSPACNG A DOUBLE 2x8 12" 8" O/C 16, O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 200 12" S. O/C 16, O/C D DOUBLE 2910 3/4" S. O/C 24" O/C E DOUBLE 200 3/4" 6" O/C 16" O/C F DOUBLE 202 1 3/4" 1 6" O/C 1 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4'=T-U' BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE:34"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (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. SAAJTERNATE MATERIALS SCALE: 3/4"=T0 A II C II I T E 6 T5 Groupa. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774-4078 www.ebdesigngroup.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134IW2628 FAX: 813-B86.2902 IN�IYI �@imn�3 Su9niv & LOT: SILVERADO LOT #9 BLK #16 PROJECT 03719.001-09161 MODEL 2795—F GARAGE SWING: RIGHT PAGE: DETAILS %,15a MPH FLOOR DECK EF 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, -0 TYPICALLY 101-V'BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=l'-9' SIMPSON H6 W/ (8)13d COMMON NAILS 2x STUDS SIMPSON H6 W/(6)8tl EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 1/7' HOG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, �'f TRUSS PARALLEL TO WALL L SCALE: 3/4"=T-0" PLYWOOD SHEATHING, SEE "ROOFIWSHEATH AL LOOR NGLJF FASTENER SCHEDULE" 2x4 BLOCKING AT ENGINEERED WOOD 24" O.C. w/ (2)12d TRUSSES 0 24" O/C, TOE NAILS EA. SUBMIT SHOP END TO TRUSS DRAWINGS FOR REVIEW ANDAPPROVAL (2) SIMPSON DTC CLIPS W/ SEE SCHEDULE (2) 3/16" X 1 3/4" FOR BOND BEAM RED CONCRETE SCREWS INTO CMU AT BLOCKING W/ F 8" CMU WALL. MAX. GAP FROM TOP OF SEE PLANFOR WALL TO BOT. OF VERT. REINF. BLOCKING WALL BRACING EX NOW BEARING EXT. WALL 3 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES WI 10d @ T O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d (0 3' O.C. #8 WOOD SCREWS NOTE: a TOP OF FLR TRUSS BRACE W/ (3) 12d ® EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO Zz6 x 7' LONG a 3' O.C.; NI 2x4 BLOCKING a EA. BRACE. TOENAIL INTO TRUSS W/ (4) l6tl STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS 0 EA END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 3/4", S SHOWN nl 2x4 BRACE 0 48" O.C. W (5)12d 1'4" MIN. FROM 2ND. FUR. FLOOR DECK 0'-0" TO ( "X BRACE Ili NAILS � EA. END LINE 2x6 CONT. W/ (8)16d NAILS 60-- 30'-1" TO 60'-0 (3) X" BRACE 3 DBL 2X8 LEDGER TO CMU W/ 1/7' EXP. BOLT Nl 8d RING SHANK NAILS 04 O.C. MAX a ST. OF FLOOR TRUSS PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER 8" CMU WALL AT 16" O.C. AND 8" FROM INTO BLOCKING (BT. 2X6 IS FOR WALL SHEATHING NAILER) (2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND STIFFBACK AT ALL REINF PER PLAN END W/ MIN 5-1/2" EMBED. 16d NAILS ® 8" O.C. MAX FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH 1X2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC III �/4" Ie PER ELEVATION PER ELEVATION a O _ PLYWOOD SHEATHING, SEE z NALM PATTERN "ROOFANALL/FLOOR 8= SHEATHING O FASTENER SCHEDULE" �QQhj¢ PER ELEVATION K i PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO, 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24 FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD CONNECTION PER 1x2, 2x WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SEE ARCHITECTURAL TRUSS MFG. MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ (3)16d ENGINEERED WOOD ® 17' O.C. FRAMING PLAN) BOND BEAM RED BOND BEAM RED. SIMPSON HETX16 GALV. COMMON NAILS. TRUSSES @ 24" O/C, REPAIR DETAIL I F EVERY TRUSS (VERIFY x2 SECURED W! 10tl SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-150 W/ TRUSS PLAN). GALV. COMMON NAILS FOR REVIEW CONT. 2.4 RAT RUN AT TRUSSES PARALLEL (VERI321, O.C. MAXFY W/TRUSS SECTION DETAIL 2"O/O AND APPROVAL SECURED W/(2)12d's� MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE 5 GABLE END PRE-ENG'D TRUSS SCALE: 3/4°=,'�" G FLOOR TRUSSES 7 SCALE: 3/4'=1'0" (6��TE: W/ HIP RETURN 3/4"=T- PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT 8 PRE-ENG'D WOOD SEE SCHED. BELOW Q�IN ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. N NOT SHOWN FOR CLARITY) MAX 0 PER E VATION I-L FOR STRAPPING 0 VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK �. W/TRUSS PLAN TRUSS 70 TOP PLATE SUM BOARD OR 1/2" HIGH W/ 1/2"DIA. ANCHOR BOLT W/ 7'�' ' A-SIMPSON MTS12 TH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d TRUSS TO TOP PLATE wl (2) rl6d WOOD POST TO STRENGTH EPDXY 6'MIN. GALV. NAILS. NAILS SLAB.SEE EMBED. AT 37'0C MAX. B-(2) SIMPSON MTS12TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/12d's 6' O.C. MAX GALV. NAILS EA. STRAP c6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2"o'" GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/P' COMMON NAILS SECURE ST. PLATE TO SLAB Wl CONT. 2x4 SECURED W/(2)10150 EACH FILL ALL HOLES, DO NOT USE 10dx3' 1/2"x9" WEDGE ANCHOR WIT WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED ®10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. 0 16" 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4"=l'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °� 8 TOPOST SCALE: 3 4"=1'-0 • e A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. • B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 1!4" X 21R" SDS TO POST CONNECTION @ L.B.W. (,TRUSS PWT08LASCONNECTION .7t7 .7U SCALE: 3/4"=1'4" ARB - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. 7' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/7' NAILS TO POST. A l e x I T 9 9 T 81 6 Grou��. $41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngmup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: 813-886-262S FAX: W-886-2802 �IIYINIII annan� SUHDIV. ad IAT: SILVERADO LOT #9 BLK 16 PROJECT# 03719.001-09161 MODEIt 2795— F GARAGE SWING: RIGHT PAGE: DETAILS Nk 150 PH EA B s\ FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32' STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132- STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS a.4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN V OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM Sd RINGSHANK, 2316' 0.113 170000 ING 16-20 RINGS F1667 RSRS-01 SCREW SHANK �ER INCH) 8d RINGSHANK, PNEUMATIC 23/6' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2' CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd 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. ROOF SHEATHS4G ATTACNEMENF SPACING ZONE 1: Bd NAILS G 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2B, 2n, 2r. Sd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: Btl NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. ., TOP & BOTTOM EDGES . TYP, EXT. SHEATHING ATTACHMENT a C3 am Zw Z (77 w ZYZ =U N O 2 � RAFTER OR TRUSS ROOF SHEATHING Z r 9 0 5 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 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS WI (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE CBd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ROOF DECK SCREWS 0 6'-8" O.C. MAX EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS I I 3E ......-•-.,ir.151.T...........pill .' .,. . . ROOF WAND DESIGN PRESSURES ETIORO 7 ASCE A. =3)e 3=333 ONES=.3a3 ZONE S=SAD 3- ZONE!; ZONES,= . NA v O.N.— :Iw IXP08URECATEOORY'8' sK CATAOORY: II PMI�CABEE INTERNAL PRE cGECHgen..A 010 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENER FASTENER APPLICATION SNf TYPE .1— REMARKS APP 1—ON SIZE TYPE 6PAdNG REMARKS 1#11NRRINO TO L1/30NRY ICONC. CAGE HAR-FIFO Cql NNLI IIY LONG BOIL GARAGE DOOR allCh TO IM601RVIWTL 1l<•dA NO WAeHER TAPCDNLN9JBRY AeTENER B'GC 1-EMBED.0—q9i., I1lY'EO-E d6T. 3-D, DOORe CANALI-IONGgL B"G'C WI NDONYDOORIFA6TENED GDOR BUq( are• dw a2 1I1'-IA E%PAN810N BOLT 16 (yg qAl A-EMBED,1'EW tT PT, SEE— SEE NVL 11Yt'Lgq. 6TAOOERED INTO MASONRY/WHC To TO NA80NRTINNC. w'WAbYIER O,C (1I2'dA) 3"FOIE q3T vANO-w aDaL —E HAIAQ1EDq MANOONApOOPI PASTENEO MET/LLa1RART0 CONTACT THIS ENGINEER FOR SPACING . PTSEENOTEB NNLIVYLONG. °°EKED INro Mwa�MrYl - MA9aNTx1— REQUIREMENTS E%T. 3JuTN0 DOIXi BUCK 3 IT, SEE NOTE B q) 6 _ NO WASHER 'TAPCON A9iNER IB OF 1 ilY EMBED, B' END qei., I I/Y EDGE deT. NONE —NO WOO- WALL TO CONC. eIAB tY2" E%PAN910N WI WASHER BOLT ZA ___7q9T. 3' E--E qeT. TT COL,ES 0.1 P=21/B• 9'OIC ENO. gaT.,1 tI! T09TEEL COL.. BEE WI WASHER STAGGERED ,• EOGESD NOTEe MOTO 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING DUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. 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. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 31P. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROM0E 8%AIR ENTRAINED CONCRETE EXPOSED i0 EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 30r. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS PROVIDE 6iAIL CONTINUOUS POLYETHYLENE VAPOR GARNER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON R BA RIERADHMEMBRANE CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SHAMS LAPPED S INCHES ANDNVASEALED SIVE TAPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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, 7th 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 STRUCTURALDEPENOING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP $2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE MATH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB-0GRADE-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD n-ncancurrent REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD-nonconcurtsnt #5 BAR - 30" 07 BAR - 4T' TRUSS MANUFACTURER VILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD I INFORMATION. FOR ADDIT ADDITIONALINTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf ASPHALT SHINGLES) psf W/ N- GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 B 5 P BTM CHORD 5 psf BTM CHORD THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D DEAD LOAD TO RESIST WIND UPLIFT: tOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 paf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 020) (NICE (FBCBLE R2U20) EXPOSURE B, RISK CATEGORY IN INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30p1.i, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED DUI' 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 GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4VE�HIICLE MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM MATH 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 ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWSE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE WE" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 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 MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F 4- PRIOR TO THE ADDITION O= PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TILESTAWED 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 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3-FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-1/2' FOR #5 AND SLWLLER T FOR 05 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLASS, WALLS AND JOISTS 1-W' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 k2c 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. A I C N I T! C TO 6 Grou�L c. 341 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdeslgngmup.e 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 lo SUHDZV. & LOT SILVERADO LOT #9 BLK #16 PROJECT# 03719.001-09161 MODEL• 2795-F GARAGE SWING: RIGHT PAGE: DETAILS 150 PH Eft. B w Ab FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 70 STAPLES INSTALLED FASCIA @ 16" O.C. MAX THRU SOFFIT AND J-CHANNEL AT NAIL 7O STAPLES INSTALLED SOFFIT 1D HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO ® FASCIA J-CHANNEL® (2)WOOD) IN J-CHANNEL SLOT " MAX. DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX. DETAIL D J-CHANNEL FASCIA 2X2 WOOD BATTEN 10 TAPLESINSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8XV' WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. T"—SOFFIT 10 J-CHANNEL 30 70 STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT @ J-CHANNEL k" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'U—q._ I' —SPAN 'L=--_--%_ 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 (NOTE:1) SEE DETAIL'D'-" SEE DETAIL'E'--" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN L �J-CHANNEL ® v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O SOFFIT INSTALLATION SCREW, J-CHANNEL- BATTEN ATTCHMENT ® i„ FASTENER SPACED 24" 9O MAX O.C. /RAFTER BY OTHER 2-1/4' NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. ,..,-STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) ,,,,-STAPLESINSTALLED @ DETAIL C 12"O.C. MAX (INTO 7O WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) 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. ri{iiiiii is f' 13.519 t iiii:•.• EAVE WIDTH ii '•:' 375 ,375 (ROOF i:3=' .49 3.625 3.625 3.6 OVERHANG) 5 \ .08 .03 12- "-CONCRETE, A CMU OR WOOD —�— (NOTEA) DETAILA 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A 1 6 N I T 9 C T 6 GrDesign r. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngmup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813S86.2802 SUSDIV. & Lo SILVERADO LOT #9 BLK #16 PRO.TECT# 03719.001-09161 MODEL 2795-F GARAGE SWING: RIGHT "tOFFIT DETAILS 150 MPH A B D. T? 06/09/21 SCALE: 1/4"=1'-0" SHEET SDI w